HomeMy WebLinkAbout20200843 Van Dorn and Seward Subdivision Application [FOR flFFir,�u5E]
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APPLICATION FOR:
SUBDIVISION APPROVAL
(Rev:8/8/19�
***Application Check List - All submissions must include completed application check list and all
required items. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!***
Project Name; Van Dorn &Seward Street Subdivision
Property AddresslLocation: 61 Van Dorn Street&46/46A Seward Street, Saratoga Springs, NY 12866
Tax Parcel#: 165.34-1-7& 165.34-1-9 Zoning District:UR-1
. (for example: 165.52-4-37)
Total Acres:0'81+� Land to be Subdivided Into:4 Lots
APPLfCANT[5a" C�wr�F�t{s)Ilf not applicant� ATTORNEY/AGENT
Name Top Dog Enterprises, LLC Lansing Engineering
1571 Central Ave, Colonie, NY 12205 2452 State Route 9,suite 301,Malta,rvY
Address �2020
Phone 518-209-8221 518-899-5243
Email steve@518realty.com ysl@lansingengineering.com
Identify primary contact person: ❑ Applicant ❑ Owner � Agent
*An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question.
Application Fee: A check for the total amount below payable to: "Commissioner of Finance" MUST accompany this
application.
❑ Sk�tch Plan—$300
� I�r I' 'na Subdivisi n Pla rov�tl
1-9 Lots $600 51+ $1,500
10-25 Lots $900
26-50 Lots $1,200 Fee submitted $ 600
❑ Finai Subdiv�5ion Pfat Appro�al
Residential - $1,200 plus $120/lot $
Non-Residential - $1,800/lot $
❑ Final A,��roval Modification
Residential- $300 $
Non-Residential- $500 $
Submission Deadline—Check City's website (www.sar�ln_��-sprin��,=rarg)for meeting dates.
Does any City officer, Does any City officer, employee or family member thereof have a financial interest(as defined by
General Municipal Law Section 809) in this application? YES NO X . If YES, a statement disclosing the name,
residence, nature and extent of this interest must be filed with this application.
I,the undersigned owner or purchaser under contract for the property, hereby request Subdivision consideration by the
Planning Board for the identified property above. I agree to meet all requirements under the Subdivision Regulations for
the City of Saratoga Springs.
Furthermore, I hereby authorize members of the Planning Board and designated City staff to enter the property
associated with this application for purposes of conducting any necessary site inspections relating to this application.
Applicant Signature; .-`�-� ��------ Date: r' /�-- �6 Zo
� [ /i'W,�� ^j•6r�..Grf ,'"'
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If applicant is not current owner, owner must also sign.
Owner Signature: Date:
LANSING ENGINEERING, PC
2452 NYS Route 9,Suite 301,Malta,NY 12020 Tel:899-5243 Fax:899-5245
Van Dorn 8� Seward Street Subdivision
Infrastructure Cost Opinion
CITY OF SARATOGA SPRINGS, NEW YORK
11I9I2020
ON-SITE
LABOR AND MATERIAL
ITEM UNIT QUANTITY UNIT COST SUBTOTAL
DEMOLITION
REMOVE ALL STRUCTURES LS 1.0 $ 12,000.00 $ 12,000.00
CLEAR&GRUB LS 1.0 $ 3,000.00 $ 3,000.00
EROSION CONTROL
SILT FENCE LF 120 $ 2.00 $ 240.00
CONSTRUCTION ENTRANCE EA 1 $ 1,500.00 $ 1,500.00
CONCRETE WASHOUT AREA EA 1 $ 1,250.00 $ 1,250.00
UTILITY SERVICE CONNECTIONS
3/4"COPPER WATER SERVICE LF 115 $ 18.50 $ 2,127.50
6"SDR 35 SANITARY SERVICE LF 273 $ 4.50 $ 1,228.50
EXCAVATION CY 216 $ 8.00 $ 1,724.44
PIPE BEDDING CY 86 $ 19.00 $ 1,638.22
COMPACTED BACKFILL CY 129 $ 15.00 $ 1,940.00
DRIVEWAY INSTALLATION
8"SUBBASE CY 56 $ 22.00 $ 1,232.00
STABILIZATION FABRIC SY 250 $ 1.75 $ 437.50
2"BINDER COURSE TN 28 $ 120.00 $ 3,360.00
1.5"TOP COURSE TN 21 $ 120.00 $ 2,520.00
GRADING AND RESORATION
PLACE AND GRADE TOPSOIL SY 1530 $ 5.00 $ 7,650.00
SEED/FERTILIZE/MULCH SY 1530 $ 2.00 $ 3,060.00
SUB TOTAL $44,908.17
3%MOBILIZATION COSTS $1,347.25
10%CONTINGENCIES COSTS $4,490.82
COST $50,746.23
5%ENGINEERING, LEGAL, &ADMIN $2,537.31
TOTAL $53,283.54
OFF-SITE,WITHIN CITY ROW
LABOR AND MATERIAL
ITEM UNIT QUANTITY UNIT COST SUBTOTAL
EROSION CONTROL
SILT FENCE LF 140 $ 2.00 $ 280.00
CONSTRUCTION ENTRANCE EA 1 $ 1,500.00 $ 1,500.00
UTILITY CONNECTIONS TO R.O.W.
3/4"COPPER WATER SERVICE LF 65 $ 18.50 $ 1,202.50
6"SDR 35 SANITARY SERVICE LF 32 $ 4.50 $ 144.00
EXCAVATION CY 54 $ 8.00 $ 431.11
PIPE BEDDING CY 22 $ 19.00 $ 409.56
COMPACTED BACKFILL CY 32 $ 15.00 $ 485.00
ROADWAY RESTORATION SF 362 $ 6.00 $ 2,172.00
GRADING AND RESORATION
PLACE AND GRADE TOPSOIL SY 985 $ 5.00 $ 4,925.00
SEED/FERTILIZE/MULCH SY 985 $ 2.00 $ 1,970.00
MISCELLANEOUS
STREETTREES EA 3 $ 400.00 $ 1,200.00
SUB TOTAL $14,719.17
3%MOBILIZATION COSTS $441.58
10%CONTINGENCIES COSTS $1,471.92
COST $16,632.66
5%ENGINEERING, LEGAL, &ADMIN $831.63
TOTAL $17,464.29
Item costs were determined by referencing the"RS Means Site Work and Landscape Cost Data",
"RS Means Heavy Construction Cost Data",the New York State Department of Transportation weighted
average bid prive program,as well as similar projects and professional experience.
VAN DORN & SEWARD STREET SUBDIVISION
CITY OF SARATOGA SPRINGS
SARATOGA COUNTY, NEW YORK
BASIC STORMWATER POLLUTION PREVENTION PLAN
November 9, 2020
Prepared For:
Top Dog Enterprises, LLC
1571 Central Avenue
Colonie, New York 12205
Prepared By:
� LANSING
E N G I N E E R I N G
2�52 S���e�Vo�u�e 9,S�ui�e 30°I
f�ll�l�a,Newl(o�°9� 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 Certif'ication.................................................................................................................. 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 summariaes stormwater pollution prevention practices
that can be used from the start of construction until the project has undergone final stabiliaation.
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:
Owner/Operafor/Permiffee
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 NOL 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 stabiliaation 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 stabiliaation, the Owner shall have the
qualified inspector perform a final site assessment. If the project has been properly stabiliaed 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 stabiliaation.
Owner's En�ineer
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.
Confracfors and Sub Contracfors
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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Sife Inspecfor
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 aperiodic 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 stabiliaation and met all requirements of the SWPPP and the General Permit.
4. When the site has undergone final stabiliaation, 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/O erator En ineerin Firm Contractor & Subcontractor
Top Dog Enterprises, LLC Lansing Engineering,P.C. TBD
1571 Central Avenue 2452 State Route 9, Suite 301
Colonie,NY 12205 Malta,NY 12020
(518) 209-8221 (518) 899-5243
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 minimiae effects on areas adjacent to the site.
21 Location
The project is located between Van Dorn Street and Seward Street(Postal addresses of 61 Van Dorn Street and
46/46a Seward Street) and encompasses two parcels containing approximately 0.81f acres in the City of
Saratoga Springs. The project area is currently occupied by(4) existing wood frame structures on the northern
parcel and a mix of mature trees and grassed lawn areas on the southern parceL The parcels are located within
the UR-1 Urban Residential 1 aone as aoned by the City of Saratoga Springs
2.2 Topography
Based on topographic survey data, the site generally slopes from the west to the east.
2.3 Wetlands and Watercourses
The parcel does not contain any wetlands or watercourses.
2.4 Threatened/Endangered Species
The parcel contains existing wood frame structures and does not contain any threatened or Endangered Species.
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2.5 Land Cover
The project site is currently occupied by(4)wood frame structures along the northern portions of the project
area and areas of mature trees and grassed lawn areas along the southern portions of the project area.
2.6 Soils
• Galway Loam, (GaB)—(3 to 8%slopes): This is a moderately deep, gently sloping,well drained to
moderately well drained soil formed in glacial till over calcareous sandstone or limestone. It is found on
bedrock controlled landscapes in upland areas. The permeability is moderate throughout the mineral
soil. Surface runoff generated is slow and the soil has a slight erosion haaard. Depth to bedrock is
generally 20 to 40 inches. (Hydrologic Soil Type C)
2.7 Existing Land Use
The project is currently occupied by(4)wood frame structures with smaller areas of mature trees and grassed
lawn.
3.0 PROJECT DESCRIPTION
The proposed project consists of single-family development. The site development will include the demolition
of(2) of the existing wood frame structures subdivision of the existing 0.81f acre project site into 4 parcels. The
remaining wood frame structures will be located on lot one and three new single-family residential units are
proposed for the remaining three lots. The proposed residences will be serviced by new public water and
sanitary sewer services. Disturbance of the project area will be minimiaed 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
Temporary Sfabilization
These controls include, but are not limited to stabiliaed construction entrances, silt fence, construction fencing,
Rolled Erosion Control Product, Mulch, soil stockpile areas, and staging and waste areas.
Sfabilized Conste•ucfion Enfrance
This temporary structural measure is a stabiliaed 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 stabiliaed 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 stabiliaed.
Silf Fencin�
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
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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 stabiliaed.
Consfrucfion Fencin�, Chain Link Fencin�or Fla��in�
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
stabiliaed.
Rolled Erosion Confrol Producf(RECP)
This temporary structural measure is installed in areas that have steep slopes (generally greater than 3:1) to
stabiliae 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).
Mulchin�
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 Sfockpile 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 inethods, including installing silt fencing around the down gradient
perimeter of the stockpile and seeding and mulching the stockpile when not in use for more than 14 days, unless
the stockpile will be active within 21 days.
Sfa�in�and Wasfe 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, siae, quantity, and details of the selected temporary measures. Steep slopes
and exposed soils should be stabiliaed with silt fences, mulching blankets, geo-textiles, geo-synthetic drainage
netting, hay or any other stabiliaation measure shall be used that will significantly reduce the risk of erosion.
Stabiliaation 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
reclaimed by use of permanent vegetation, impervious surfaces including structures and paved driveways and
roads.
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4.2 Other Pollutant Controls
Painfs and Solvenfs
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.
Concrefe Washouf
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.
Maferial Sfockpile Area
Materials utiliaed 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 utiliaed 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 Sfockpile 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 stabiliaed with seed and mulch if not to be utiliaed/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.
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
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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
minimiaed 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 Facilifies
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 proo£ A waste management company may
be contracted to arrive on site and provide the routine pumping and sanitiaation 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.
Dusf Conte•ol
Construction traffic must enter and exit the site at the stabiliaed 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 Wasfe
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 Pollufion
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
Best Management Practices (BMP) shall be observed to maintain responsible environmental practices on the
construction site.
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Good Housekeepin�
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 mobiliaation, the General Contractor shall take an inventory of all equipment and
containers containing haaardous 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 haaardous 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 haaardous 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.
Prevenfafive Mainfenance
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 Prevenfion and Response
The safety of employees and neighbors shall be of utmost concern when haaardous or toxic chemicals are stored
or utiliaed on-site. Materials Safety Data Sheets (MSDS) shall be obtained for all toxic or haaardous 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
spi1L The General Contractor shall have trained employees knowledgeable in the location of sorbent, brooms,
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 Haaardous
10 of 21
Materials trained employees on site, a firm that specialiaes in handling spills, soil and water contamination shall
be called.
After a spill occurs, all personnel not trained in haaardous 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 stabiliaation 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-Consti^uction 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 stabiliaed 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.
Durin�Construction Activities
• 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.
• Stabiliae the conveyance system i.e. ditches, swales, berms etc. by seeding, mulching, installing rock
check dams.
• Stabiliae 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 stabiliaed.
• 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 aones.
• 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.
• Regular inspections and maintenance should be performed as described in the following section.
• Construct temporary material storage and soil stockpile areas
11 of 21
• 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. Siae of
area may vary per homebuilder, however general materiaUstorage stockpile measures shown on
construction drawings shall be followed.
• Perform required grading and homebuilding operations
• Perform required utility connections
• Stabiliae lawn areas not to be disturbed with seed and mulch
• Pave driveway.
• Stabiliaed 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 recogniae potential problems and have the ability to provide temporary
stabiliaation 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 stabiliaed, areas used for materials storage and all
structural control measures must be inspected to monitor erosion and assess the risk of sedimentation. The
qualified inspector shall certify all inspection reports. Inspection reports will be f�ed to the Owner, Contractor
12 of 21
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 Stabiliaation - All bare/exposed soils must be stabiliaed 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
stabiliaation.
2. Sediment Barriers - Barriers must be properly installed at all necessary perimeter and sensitive
locations.
3. Slopes - All slopes and grades must be properly stabiliaed with approved methods. Rolled erosion
control products must be used on all slopes greater than 3/1, or where conditions for erosion dictate such
measure s.
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 stabiliaed 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 finaliaed or suspended until the
following spring, it may be desirable to reduce the frequency of the required inspections in accordance with
NYSDEC Winter Site Stabiliaation 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 stabiliaation activities (perimeter controls, traps, barriers etc) before proper
installation is precluded by snow cover or froaen 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.
Froaen 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 stabiliaed it may be desirable to reduce
the inspection frequency to a minimum of once every thirty (30) calendar days. To be allowed to reduce
inspection frequencies, the owner must notify the Regional Office stormwater contact person in writing prior to
reducing the frequency of inspections.
The SWPPP shall be reviewed to evaluate its overall effectiveness in preventing sediment laden stormwater
runof£ Temporary stabiliaation 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 stabiliaation measures shall be the responsibility of the Contractors
and/or appropriate subcontractors. Vegetative plantings must not be allowed to become overgrown. Vegetation
shall be removed should it be ineffective and be replaced with a variety of grasses, trees and shrubs more
suitable for preventing stormwater runof£ Silt fences must be inspected regularly to ensure that they are still
effective and their capability to reduce stormwater runoff has not been reduced due to prolonged sun exposure.
Guidelines and recommendations for installation and maintenance practices can be found in the "New York
Standards and Specifications for Erosion and Sediment Control".
6.4 Certification
Prior to starting construction, the Owner must certify that to the best of their knowledge this SWPPP was
prepared in accordance with the requirements in the NYSDEC SPDES General Permit and that it meets all
federal, state and local erosion and sediment control requirements. The certifying statement is contained in the
NOI.
All appropriate contractors and subcontractors involved in soil disturbing activities are responsible for fully
implementing the SWPPP. They are required to sign the certifying statement presented in Appendix A of this
report.
All weekly inspection reports are to be certified by the qualified inspector performing the on site inspections.
6.5 Project Completion
At the time of final stabiliaation, 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
stabiliaation and that all temporary erosion and sediment controls have been removed. Final stabiliaation 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 stabiliaation 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 stabiliaation.
14 of 21
Appendix A:
Site Location Map
15 of 21
(
f
SI TE LOCATI ON
.F __
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......... �er C.�r�`-'� y
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�....i'n,... -' ....� f _ ` __ � � r �.a�
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' r.�.�. . �� j D ,�
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c, �
' �'m�.._...... ' ' Q1 "
f
S ITE LO CATI O N MAP
0 500 1000 2000 4000
PRELIMINARY/ NOT FOR CONSTRUCTION
UNAUTHORIZED ALTERATION OR
ADDITION TD THIS DOCUMENT � � � ' � ' � : � �
IS A VIOLATION OF THE
NYS EDUCATION LAW. � � ' ' � � � � � � '
COPYRIGHT LANSING
ENGINEERING, PC.
� LANSING SITE LOCATION MAP
E N G I N E E R I N G
2452 STATE ROUTE 5,SUITE 30'I PROJ. N0: 918.00 S L- 1
MALTA,NY'12020 SCALE: AS SHOWN
[S'I S]855-5243 DATE: 11/6/2020 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 �644��982� �
NOTICE OF INTENT
New York State Department of Environmental Conservation
_ Division of Water
� 625 Broadway, 4th Floor NYR[[[[[[
- Albany, New York 12233-3505
(for DEC use onlp)
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 (Company Name/Private Owner Name/Municipality Name)
Owner/Operator Contact Person Last Name (NOT CONSULTANT)
Owner/Operator Contact Person First Name
Owner/Operator Mailing Address
City
State Zip
m - �
Phone (Owner/Operator) Fax (Owner/Operator)
� - � - � � - � - �
Email (Owner/Operator)
FED TAX ID
m - (not required for individuals)
� Page 1 of 14 �
I 64����982� �
Project Site Information
Project/Site Name
Street Address (NOT P.O. BOX)
Side of Street
O North O South O East O West
City/Town/Village (THAT ISSUES BUILDING PERMIT)
N ye Zip - � County DEC R�ion
Name of Nearest Cross Street
Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street
O North O South O East O West
Tax Map Numbers Tax Map Numbers
Section-Block-Parcel
1. Provide the Geographic Coordinates for the project site. To do this, go to the
NYSDEC Stormwater Interactive Map on the DEC website at:
https://gisservices.dec.ny.gov/gis/stormwater/
Zoom into your Project Location such that you can accurately click on the centroid of
your site. Once you have located the centroid of your project site, go to the bottom
right hand corner of the map for the X, Y coordinates. Enter the coordinates into the
boxes below. For problems with the interactive map use the help function.
X Coordinates (Easting) Y Coordinates (Northing)
-7 4
Ex. -73.749 Ex. 42.652
2. What is the nature of this construction project?
O New Construction
O Redevelopment with increase in impervious area
O Redevelopment with no increase in impervious area
� Page 2 of 14 �
I 4��7��9829 �
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
� FOREST O SINGLE FAMILY HOME Number of Lots
� PASTURE/OPEN LAND � SINGLE FAMILY SUBDIVISION �
� CULTIVATED LAND � TOWN HOME RESIDENTIAL
� SINGLE FAMILY HOME � MULTIFAMILY RESIDENTIAL
� SINGLE FAMILY SUBDIVISION � INSTITUTIONAL/SCHOOL
� TOWN HOME RESIDENTIAL � INDUSTRIAL
� MULTIFAMILY RESIDENTIAL � COMMERCIAL
� INSTITUTIONAL/SCHOOL � MUNICIPAL
� INDUSTRIAL � ROAD/HIGHWAY
� COMMERCIAL � RECREATIONAL/SPORTS FIELD
� ROAD/HIGHWAY � BIKE PATH/TRAIL
� RECREATIONAL/SPORTS FIELD � LINEAR UTILITY (water, sewer, gas, etc. )
� BIKE PATH/TRAIL � PARKING LOT
� LINEAR UTILITY � CLEARING/GRADING ONLY
� PARKING LOT � DEMOLITION, NO REDEVELOPMENT
� OTHER � WELL DRILLING ACTIVITY * (Oil, Gas, etc. )
O OTHER
*Note: for gas well drilling, non-high volume hydraulic fractured wells only
4. In accordance with the larger common plan of development or sale,
enter the total project site area; the total area to be disturbed;
existing impervious area to be disturbed (for redevelopment
activities) ; and the future impervious area constructed within the
disturbed area. (Round to the nearest tenth of an acre.)
Future Impervious
Total Site Total Area To Existing Impervious Area Within
Area Be Disturbed Area To Be Disturbed Disturbed Area
�'� �'� �'� �'�
5. Do you plan to disturb more than 5 acres of soil at any one time? O Yes O No
6. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site.
A B C D
� ° � ° � ° � �
0
7. Is this a phased project? O Yes O No
Start Date End Date
8. Enter the planned start and end m / m / � m / m / �
dates of the disturbance
activities.
� Page 3 of 14 �
I �6����982� �
9. Identify the nearest surface waterbody(ies) to which construction site runoff will
discharge.
Name
9a. Type of waterbody identified in Question 9?
� Wetland / State Jurisdiction On Site (Answer 9b)
� Wetland / State Jurisdiction Off Site
� Wetland / Federal Jurisdiction On Site (Answer 9b)
� Wetland / Federal Jurisdiction Off Site
� Stream / Creek On Site
� Stream / Creek Off Site
� River On Site
9b. How was the wetland identified?
� River Off Site
� Lake On Site � Regulatory Map
� Lake Off Site � Delineated by Consultant
� Other Type On Site � Delineated by Army Corps of Engineers
� Other Type Off Site O Other (identify)
10. Has the surface waterbody(ies) in question 9 been identified as a � yes O No
303 (d) segment in Appendix E of GP-0-20-001?
11. Is this project located in one of the Watersheds identified in
Appendix C of GP-0-20-001? O Yes O No
12. Is the project located in one of the watershed
areas associated with AA and AA-S classified O Yes O No
waters?
If no, skip question 13.
13. Does this construction activity disturb land with no
existing impervious cover and where the Soil Slope Phase is � Yes O 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 O No
area?
� Page 4 of 14 �
I 64�3��982� �
15. Does the site runoff enter a separate storm sewer
system (including roadside drains, swales, ditches, � Yes O No O Unknown
culverts, etc) ?
16. What is the name of the municipality/entity that owns the separate storm sewer
system?
17. Does any runoff from the site enter a sewer classified � yes O No O 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 O No
19. Is this property owned by a state authority, state agency,
federal government or local government? O Yes O No
20. Is this a remediation project being done under a Department
approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup � Yes � No
Agreement, etc. )
21. Has the required Erosion and Sediment Control component of the
SWPPP been developed in conformance with the current NYS O Yes O No
Standards and Specifications for Erosion and Sediment Control
(aka Blue Book) ?
22. Does this construction activity require the development of a
SWPPP that includes the post-construction stormwater management
practice component (i.e. Runoff Reduction, Water Quality and O Yes O No
Quantity Control practices/techniques) ?
If No, skip questions 23 and 27-39.
23. Has the post-construction stormwater management practice component
of the SWPPP been developed in conformance with the current NYS O Yes O No
Stormwater Management Design Manual?
� Page 5 of 14 �
I �25���9825 �
24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by:
O 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
O Other
SWPPP Preparer
Contact Name (Last, Space, First)
Mailing Address
City
State Zip
m - �
Phone Fax
� - � - � � - � - �
Email
SWPPP Preparer Certification
I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for
this project has been prepared in accordance with the terms and conditions of
the GP-0-20-001. Furthermore, I understand that certifying false, incorrect
or inaccurate information is a violation of this permit and the laws of the
State of New York and could subject me to criminal, civil and/or
administrative proceedings.
First Name MI
�
Last Name
Signature
Date
m � m � �
� Page 6 of 14 �
I ���5��9822 �
25. Has a construction sequence schedule for the planned management
practices been prepared? O Yes O No
26. Select all of the erosion and sediment control practices that will be
employed on the project site:
Temporary Structural Vegetative Measures
O Check Dams O Brush Matting
O Construction Road Stabilization O Dune Stabilization
O Dust Control O Grassed Waterway
O Earth Dike O Mulching
O Level Spreader O Protecting Vegetation
O Perimeter Dike/Swale O Recreation Area Improvement
O Pipe Slope Drain O Seeding
O Portable Sediment Tank O Sodding
O Rock Dam O Straw/Hay Bale Dike
O Sediment Basin O Streambank Protection
O Sediment Traps O Temporary Swale
O Silt Fence O Topsoiling
O Stabilized Construction Entrance O Vegetating Waterways
O storm Drain Inlet Protection permanent Structural
O Straw/Hay Bale Dike
O Temporary Access Waterway Crossing O Debris Basin
O Temporary Stormdrain Diversion O Diversion
O Temporary Swale O Grade Stabilization Structure
O Turbidity Curtain O Land Grading
O Water bars O Lined Waterway (Rock)
O Paved Channel (Concrete)
Biotechnical O Paved Flume
O Brush Matting O Retaining Wall
O Wattling O Riprap Slope Protection
O Rock Outlet Protection
Other O Streambank Protection
� Page 7 of 14 �
I ���2��982� �
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) .
� 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) .
� Compacted areas were considered as impervious cover when calculating the
WQv Required, and the compacted areas were assigned a post-construction
Hydrologic Soil Group (HSG) designation that is one level less permeable
than existing conditions for the hydrology analysis.
28. Provide the total Water Quality Volume (WQv) required for this project (based on
final site plan/layout) .
Total WQv Required
�'�acre-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 �
I 773���9822 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)
O Conservation of Natural Areas (RR-1) . . . �•� and/or �•�
O Sheetflow to Riparian �.� �.�
Buffers/Filters Strips (RR-2) , , , , , , , , , , and/or
O Tree Planting/Tree Pit (RR-3) , , , , , , , , , , �'� and/or '
O Disconnection of Rooftop Runoff (RR-4) • • �•� and/or
RR Techniques (Volume Reduction)
O Vegetated Swale (RR-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Rain Garden (RR-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Stormwater Planter (RR-7) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
O Rain Barrel/Cistern (RR-8) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Porous Pavement (RR-9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Green Roof (RR-10) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �•�
Standard SMPs with RRv Capacity
O Infiltration Trench (2-1) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
O Infiltration Basin (2-2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
ODry Well (2-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Underground Infiltration System (2-4) • • • • • • • • • • • • • • • • • • • • • • • •
O Bioretention (F-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Dry Swale (O-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'�
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) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
O Underground Sand Filter (F-2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
O Perimeter Sand Filter (F-3) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • �•�
O Organic Filter (F-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Shallow Wetland (W-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Extended Detention Wetland (W-2) , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,
O Pond/Wetland System (W-3) , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,
O Pocket Wetland (W-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Wet Swale (O-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
� Page 9 of 14 �
I �762��9822 �
Table 2 - Alternative SMPs
(DO NOT INCLUDE PRACTICES BEING
USED FOR PRETREATMENT ONLY)
Total Contributing
Alternative SMP Impervious Area(acres)
O Hydrodynamic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �•�
OWet Vault . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Media Filter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
O Other . . . . . . . . . . . . . . . . . . �.�
Provide the name and manufacturer of the Alternative SMPs (i.e.
proprietary practice (s) ) being used for WQv treatment.
Name
Manufacturer
Note: Redevelopment projects which do not use RR techniques, shall
use questions 28, 29, 33 and 33a to provide SMPs used, total
WQv required and total WQv provided for the project.
30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and
Standard SMPs with RRv capacity identified in question 29.
Total RRv provided
�'�acre-feet
31. Is the Total RRv provided (#30) greater than or equal to the
total WQv required (#28) .
O Yes O No
If Yes, go to question 36.
If No, go to question 32.
32. Provide the Minimum RRv required based on HSG.
[Minimum RRv Required = (P) (0. 95) (Ai) /12, Ai=(S) (Aic) ]
Minimum RRv Required
�'�acre-feet
32a. Is the Total RRv provided (#30) greater than or equal to the
Minimum RRv Required (#32) ? O Yes O No
If Yes, go to question 33.
Note: Use the space provided in question #39 to summarize the
specific site limitations and justification for not reducing
1000 of WQv required (#28) . A detailed evaluation of the
specific site limitations and justification for not reducing
1000 of the WQv required (#28) must also be included in the
SWPPP.
If No, sizing criteria has not been met, so NOI can not be
processed. SWPPP preparer must modify design to meet sizing
criteria.
� Page 10 of 14 �
I �766��9827 �
33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs in
Table 2 that were used to treat the remaining
total WQv(=Total WQv Required in 28 - Total RRv Provided in 30) .
Also, provide in Table 1 and 2 the total impervious area that contributes runoff
to each practice selected.
Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects.
33a. Indicate the Total WQv provided (i.e. WQv treated) by the SMPs
identified in question #33 and Standard SMPs with RRv Capacity identified
in question 29.
WQv Provided
�'�acre-feet
Note: For the standard SMPs with RRv capacity, the WQv provided by each practice
= the WQv calculated using the contributing drainage area to the practice
- RRv provided by the practice. (See Table 3.5 in Design Manual)
34. Provide the sum of the Total RRv provided (#30) and �'�
the WQv provided (#33a) .
35. Is the sum of the RRv provided (#30) and the WQv provided
(#33a) greater than or equal to the total WQv required (#28) ? O Yes O No
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 provide channel protection has been waived because:
� Site discharges directly to tidal waters
or a fifth order or larger stream.
� Reduction of the total CPv is achieved on site
through runoff reduction techniques or infiltration systems.
37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or
select waiver (37a) , if applicable.
Total Overbank Flood Control Criteria (Qp)
Pre-Development Post-development
�'�CFS �'�CFS
Total Extreme Flood Control Criteria (Qf)
Pre-Development Post-development
�'�CFS �'�CFS
� Page 11 of 14 �
I �3����9822 �
37a. The need to meet the Qp and Qf criteria has been waived because:
� Site discharges directly to tidal waters
or a fifth order or larger stream.
� 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
39. Use this space to summarize the specific site limitations and justification
for not reducing 1000 of WQv required(#28) . (See question 32a)
This space can also be used for other pertinent project information.
� Page 12 of 14 �
I 42�5��9826 �
40. Identify other DEC permits, existing and new, that are required for this
project/facility.
O Air Pollution Control
� Coastal Erosion
� Hazardous Waste
� Long Island Wells
� Mined Land Reclamation
� Solid Waste
O Navigable Waters Protection / Article 15
� Water Quality Certificate
� Dam Safety
� Water Supply
� Freshwater Wetlands/Article 24
O Tidal Wetlands
� Wild, Scenic and Recreational Rivers
� Stream Bed or Bank Protection / Article 15
� Endangered or Threatened Species (Incidental Take Permit)
� Individual SPDES
� SPDES Multi-Sector GP N Y R
� Other
� None
41. Does this project require a US Army Corps of Engineers
Wetland Permit? .❑ O Yes O No
If Yes, Indicate Size of Impact.
42. Is this project subject to the requirements of a regulated,
traditional land use control MS4? O Yes O No
(If No, skip question 43)
43. Has the "MS4 SWPPP Acceptance" form been signed by the principal
executive officer or ranking elected official and submitted along O Yes O No
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 �
I 3547��9826 �
Owner/Operator Certification
I have read or been advised of the permit conditions and believe that I understand them. I also
understand that, under the terms of the permit, there may be reporting requirements. I hereby certify
that this document and the corresponding documents were prepared under my direction or supervision. I am
aware that there are significant penalties for submitting false information, including the possibility of
fine and imprisonment for knowing violations. I further understand that coverage under the general permit
will be identified in the acknowledgment that I will receive as a result of submitting this NOI and can
be as long as sixty (60) business days as provided for in the general permit. I also understand that, by
submitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as the
first element of construction, and agreeing to comply with all the terms and conditions of the general
permit for which this NOI is being submitted.
Print First Name MI
�
Print Last Name
Owner/Operator Signature
Date
m � m � �
� Page 14 of 14 �
Appendix D:
Notice of Termination (NOT)
18 of 21
New York State Department of Environmental Conservation
Division of Water
625 Broadway, 4th Floor
Albany, New York 12233-3505
*(NOTE: Submit completed form to address above)*
NOTICE OF TERMINATION fior 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. ❑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. ❑ Other(Explain on Page 2)
IV. Final Site Information:
10a. Did this construction activity require the development of a SWPPP that includes post-construction
stormwater management practices? ❑ yes ❑ 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 fior Storm Water Discharges Authorized under the
SPDES General Permit for Construction Activity- continued
10d. Has the entity responsible for long-term operation and maintenance been given a copy of the
operation and maintenance plan required by the general permit? ❑ yes ❑ no
10e. Indicate the method used to ensure long-term operation and maintenance of the post-construction
stormwater management practice(s):
❑ Post-construction stormwater management practice(s) and any right-of-way(s) needed to
maintain practice(s) have been deeded to the municipality.
❑ Executed maintenance agreement is in place with the municipality that will maintain the
post-construction stormwater management practice(s).
❑ For post-construction stormwater management practices that are privately owned, a mechanism
is in place that requires operation and maintenance of the practice(s) in accordance with the operation
and maintenance plan, such as a deed covenant in the owner or operator's deed of record.
❑ For post-construction stormwater management practices that are owned by a public or private
institution (e.g. school, university or hospital), government agency or authority, or public utility; policy and
procedures are in place that ensures operation and maintenance of the practice(s) in accordance with the
operation and maintenance plan.
10f. Provide the total area of impervious surface (i.e. roof, pavement, concrete, gravel, etc.) constructed
within the disturbance area?
(acres)
11. Is this project subject to the requirements of a regulated, traditional land use control MS4? ❑ yes
❑ no
(If Yes, complete section VI - "MS4 Acceptance" statement
V. Additionallnformation/Explanation:
(Use this section to answer questions 9c. and 10b., if applicable)
VI. MS4 Acceptance - MS4 Official (principal executive officer or ranking elected official) or Duly
Authorized Representative (Note: Not required when 9b. is checked -transfer of coverage)
I have determined that it is acceptable for the owner or operator of the construction project identified in
question 5 to submit the Notice of Termination at this time.
Printed Name:
Title/Position:
Signature: Date:
Page 2 of 3
NOTICE OF TERMINATION fior Storm Water Discharges Authorized under the
SPDES General Permit for Construction Activity -continued
VII. Qualified Inspector Certification - Final Stabilization:
I hereby certify that all disturbed areas have achieved final stabilization as defined in the current version
of the general permit, and that all temporary, structural erosion and sediment control measures have
been removed. Furthermore, I understand that certifying false, incorrect or inaccurate information is a
violation of the referenced permit and the laws of the State of New York and could subject me to
criminal, civil and/or administrative proceedings.
Printed Name:
Title/Position:
Signature: Date:
VIII. Qualified Inspector Certification - Post-construction Stormwater Management Practice(s):
I hereby certify that all post-construction stormwater management practices have been constructed in
conformance with the SWPPP. Furthermore, I understand that certifying false, incorrect or inaccurate
information is a violation of the referenced permit and the laws of the State of New York and could
subject me to criminal, civil and/or administrative proceedings.
Printed Name:
Title/Position:
Signature: Date:
IX. Owner or Operator Certification
I hereby certify that this document was prepared by me or under my direction or supervision. My
determination, based upon my inquiry of the person(s)who managed the construction activity, or those
persons directly responsible for gathering the information, is that the information provided in this
document is true, accurate and complete. Furthermore, I understand that certifying false, incorrect or
inaccurate information is a violation of the referenced permit and the laws of the State of New York and
could subject me to criminal, civil and/or administrative proceedings.
Printed Name:
Title/Position:
Signature: Date:
(NYS DEC Notice of Termination - January 2015)
Page 3 of 3
#
Appendix E:
MS4 Stormwater Pollution Prevention Plan Acceptance Form
19 of 21
�� New York State Department of Environmental Conservation
Division of Water
� 625 Broadway, 4th Floor
� Albany, New York 12233-3505
MS4 Stormwater Pollution Prevention Plan (SWPPP) Acceptance Form
for
Construcfion Activities Seeldng Authorizafion 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 Informafion
5.Project/Site Name:
6. Street Address:
7. City/State/Zip:
III. Stormwater Pollution Prevention Plan(SWPPP)Review and Acceptance Information
8. SWPPP Reviewed by:
9. Title/Position:
10.Date Final SWPPP Reviewed and Accepted:
IV.Regulated MS4 Information
11.Naine of MS4:
12.MS4 SPDES Permit Identification Number:NYR20A
13.Contact Person:
14. Street Address:
15.City/State/Zip:
16.Tele hone Number:
(NYS DEC-MS4 SWPPP Acceptance Form-January 2010)
Page 1 of 2
MS4 SWPPP Acceptance Form- continued
V.Cerfif'ication Statement-MS4 Off'icial(principal executive off'icer or ranldng elected off'icial)or Duly
Authorized Representative
I hereby cerkify 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.Addifional 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 Pennit for Stormwater Discharges from Construction Activities Pennit
No.GP-0-20-001 Part IILA.6
"I hereby certifv under penaltv of law thatl understand and agi^ee to comply with the terms and conditions of the
SWPPP and agi^ee to implement any cor�^ecti>>e 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 cur�^ent>>ersion
of the New York State PollutantDischarge Elimination System ("SPDES')general permitfor stormwater discharges
fi^om construction acti>>ities and that it is unlawful for any person to cause or contr^ibute to a>>iolation of water
qualitv standards. Furthermore,I am aware that there are significant penalties for submitting false information that
I do not beliene to be true, including the possibilitv of fine and imprisonment for knowing>>iolations"
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: (LJse additional sheets if required)
*A Trained Contractor as defined in Appendix A of the General Pennit- means an employee from the contracting
(construction) company, identified in Part IILA.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.
LAN�IN� ENGINEERING, PC
Appendix G:
SHPO Documentation
21 of 21
City of Saratoga Springs Complete Streets Checklist
Saratoqa Sprinqs Complete Street Policv Vision (May 2012)
The City of Saratoga Springs Comp/ete Streets Policy will encourage the deve/opment of a comp/ete streets
network throughout the City to create a more ba/anced transportation system. The Policy shall be consistent
with and assist in achieving the goa/s and recommendations set forth in the City's Comprehensive P/an and
other policy documents. The Policy shall ensure new and updated public and private projects are p/anned,
designed, maintained and operated to enab/e safer, comfortab/e and convenient trave/to the greatest extent
possib/e for users of all abilities inc/uding pedestrians, bicyclists, motorists and transit riders.
This checklist is intended to assist the City in achieving its vision for complete streets.
Project Name: Van Dorn & Seward Street Subdivision Date: 11/9/2020
Project Location / Limits: 61 Van Dorn & 46/46a Seward Street, Saratoga Springs, NY 12866
Project Description: �4) Lot Residential Subdivision
Instructions: For each box checked, please provide a brief description for how the item is addressed,
not addressed, or not applicable and include supporting documentation.
Street Classification (identify street or streets within the project area)
Principal arterial ❑ Minor arterial ❑ Mixed use collector ❑ Mixed use local ❑
Residential collector ❑ Residential local ■❑ Special use street ❑
EXISTING CONDITIONS
Item to Be Addressed/ Checklist Consideration YES NO N/A Required Description
Existing Bicycle & Pedestrian Operations
Do bicycle and pedestrian accommodations exist? (see page 2 for ❑ ✓ ✓ No sidewalksorbike lanes located in project
examples) �'°'�'ty
Existing Transit Operations
Do transit facilities exist within the study area, including bus and ❑ ❑✓ Bus routes and train stops not located in project
train sto s/stations? �'�'�'ty
Is the ro�ect area on a transit route? CDTA Service Routes ✓� CDTA Route not located in projectvicinity.
Are there bicycle racks, shelters, or parking for transit riders ❑ ❑✓ � Bike racks and shelters do not exist within the
available? area.
Existing Access and Mobility
Do connective opportunities exist with schools, hospitals, senior ❑ ✓❑ ❑ �omm���tYHo=P��egTheWe=�eY�omm��,�Y�o�atedea=�of
care or community centers or persons with disabilities within projectsite NoexistingconnectionsexistalongVanDornStreet
(area of new project development.existing lot along Seward
project area? Street remains unchanged and no site action is proposed.
Are there gaps inhibiting continuous access between schools, ✓ ❑
hospitals, senior care, or community centers or persons with Facilities located along Seward
disabilities within project area?" Street, not along Van Dorn Street.
Project Area Context
Are there prominent landmarks, recreation, shopping, employment ❑ ✓❑ ❑
center, cultural centers or other key destinations that offer No facilities located near project
opportunities to connect this site? site.
Please list and/or describe planning or policy documents addressing bicyclist, pedestrian, transit, or truck/freight use for
the project area. Examples can include: Citv of Saratoqa Sprinqs Comprehensive Plan, Citv of Saratoqa Sprinqs Open
Space Plan, Capital District Transportation Committee Bicvcle/ Pedestrian Prioritv Network, Citv Standard Details, etc.
City of Saratoga Springs Comprehensive Plan, City of Saratoga Springs Open Space Plan, City
Standard Details
City of Saratoga Springs Complete Streets Checklist 1
PROPOSED DESIGN
Item to Be Addressed/ Checklist Consideration YES NO N/A Re uired Descri tion
Com lete Streets Desi n
Bic clist accommodations? ✓ Sidewalkslbike racks not proposed for residential subdivision.
Pedestrian accommodations? ❑ ❑✓ ❑ S�dewa�k=�otP�oPo=ed Ex�=t��9=�dewe�k=�ot�o�eted��de�e�oPme�ta�ea.
Access and Mobility accommodations? � ✓❑ Sidewalks not located aUnear project area.
Transit accommodations? ,/ Bus stops not located near project area.
Truck/freight accommodations? ❑ ✓ Truck routes not located near project area.
Streetscape elements? ✓� � Street trees proposed along streetscape.
Bike Facilities:
Off-roadway bike ❑Yes ❑No ✓ NA
accommodations Pedestrian Facilities:
Dedicated bike lane ❑Yes❑No❑✓ NA Sidewalks on both sides of ❑Yes❑✓ No NA
Shared-use lane Yes No ✓ NA the street
Shoulder Yes ❑No ✓❑NA Striped crosswalks Yes ✓❑No NA
Acceptable actuated traffic ❑Yes❑No❑✓ NA Geometric modifications ❑Yes❑No ✓�lA
signal bike detection, including to reduce crossing
turn lanes distances such as curb
Do signals allow adequate ❑Yes ❑No❑✓ NA extensions (e.g. bulb-outs)
minimum green time for Acceptable provision for Yes❑No ❑✓ NA
bicyclist to safely cross pedestrian traffic signal
intersection? features (e.g. ped. buttons)
Signage and pavement ❑Yes ❑No ✓ NA Pedestrian signage for Yes ❑No ✓❑NA
markings specific to proposed crossing &wayfinding
bike facilities Safety islands/medians on ❑Yes ❑No ❑✓ NA
Bic cle safe inlet rates ❑Yes ❑No ✓ NA roadways with two or more
Bicycle parking, eg. bike racks, ❑Yes ❑No ✓❑NA traffic lanes in each direction
bike lockers Enhanced supplemental �❑Yes ❑No ✓ NA
Transit Facilities: pedestrian treatments at
Transit shelters Yes❑No ✓❑NA uncontrolled marked
Bus turnouts ❑Yes ❑No ✓ NA crossings
Standing pads ❑Yes ❑No ✓❑NA Connectivity:
Are there proposed Yes No ✓ NA
Has CDTA been contacted? ❑Yes ✓ No NA connections to other bike
Access and Mobility Facilities: paths, pedestrian facilities, or
Adequate sidewalk or paved ❑Yes ❑✓No NA transit facilities?
path Are there proposed Yes No ✓❑NA
Acceptable Yes ✓ No NA connections to any key
consideration/provision for destinations listed on page 1?
accessible pedestrian traffic Are there proposed Yes ❑No❑✓ NA
signal features connections to
Curb ramps, including ❑Yes ✓ No NA neighborhoods?
detectable warning Streetscape Elements:
surface Are streetscape elements ✓ Yes No NA
Acceptable slope and ✓❑Yes No❑NA proposed such as
cross-slope for driveway ramps, landscaping, street trees,
sidewalks, crossings) planters, buffer strips, etc?
Have conflicts been reduced ❑Yes No ✓ NA Pedestrian-level lighting Yes ✓ No❑NA
among pedestrian, bicyclists,
and motor vehicles (access Public seating or benches Yes ✓ No❑NA
management)?
Design Standards and Guidelines Describe
Design meets guidelines such as described below for Yes ❑No ✓ NA Existing pedestrian accommodations not
bIC CI@/ edestrian/bus/transit facilities? located at/near deveopment site.
*American Association of State Highway and Transportation Officials(AASHTO)-A Policy on Geometric Design of Highway and Streets, Guide for
the Development of Bicycle Facilities and AASHTO Guide for the Planning, Design, and Operation of Pedestrian Facilities;Public Riqht-of-Wav
Accessibilitv Guide(PROWAG); Manual on Uniform Traffic Control Devices(MUTCD);Americans with Disabilities ActAccessibilitv Guidelines(ADAAG);
National Association of City Transportation Officials(NACTO)- Urban Bikewav Desiqn Guide. New York State Department of Transportation—
Hiqhwav Desiqn Manual
City of Saratoga Springs Complete Streets Checklist 2
�FOR OFFICE USE�
�,����; , CITY OF SARATOGA SPRINGS
\�` S�f (Application#)
� "� 1 � `' PLANNING BOARD
� � ! _
� � /� � ��� (Date received)
— ��'J� � City Hall -474 Broadway
i`^;,��'� , Saratoga Springs, New York 12866-2296
' Te1:518-587-3550 fax:518-580-9480
^` . Qh.
=''rFc�4r�� `- � http://wwwsaratoga-springs.org
Rev.08/2019
PRELIMINARI�/ FINAL SUBDIVISION APPROVAL
I�EQUIRED SUBMITTAL CHECKLIST
�. PI"0�2Ct NaCT12: Van Dorn &Seward Street Subdivision
2. CheCklist Prepared By: Lansing Engineering Date: ��i9i2o2o
Listed below are the minimum submittal requirements as set forth in The City of Saratoga Springs' Subdivision
Regulations. The Planning Board reserves the right to request additional information, as necessary, to support
an application. The Board also reserves the right to reject the application if these minimum requirements are
not met. Please complete the checklist below and provide with your submission.
REQUIRED ITEMS• *3 hard copies and 1 digital copy of ALL materials are required.
CHECK EACH ITEM ��HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED**
� I. Completed Subdivision Application (2 hard copies -�I w/original signature-and I digital) and Fee
� 2. SEQR Environmental Assessment Form-short or long form as required by action.
� 3. Set of plans including: (2) large scale plans (sheets must be 24" x 36", drawn to a scale of not more
than I"=50 feet). One digital version of all submittal items (pd� shall be provided.
� 4. Basic or Full Storm Water Pollution Prevention Plan as required per City Code Chapter 242.
� 5. Copy of signed DPW water connection agreement for all projects involving new water connections
to the City system
� 6. Engineering Report for Water and Sanitary
� 7. Complete Streets Checklist
� 8. Project Cost Estimate-Quantities of work items and estimate of costs
REQUIRED ITEMS ON SUBDIVISION PLAT, AS APPLICABLE:
� I. Name of Subdivision
3. Property line survey prepared by a licensed land surveyor. Subdivision plat must reference such survey
� with all corners set and marked on plan. Reference NGVD I 929 datum. A copy of the original
property survey must also be included.
� 4. North arrow and map scale
City of Saratoga Springs Subdivision Checklist 1
� 5. Parcel tax map number
� 6. Site location map
� 7. Site vicinity map (all features within 300 feet of property)
� 8. Identi�cation of current zoning with corresponding area requirements
� 9. Building setback lines, either listed or shown on plans
� I 0. Title block with subdivision name; name and address of applicant; and name and address of property
owner (if different)
� I I. Name, address and phone number of subdivision surveyor and/or engineer
� I 2. Names of all adjacent property owners within 300 feet (include both sides of street)
� I 3. Identi�cation of size, elevations, material, and slopes of all existing and proposed utilities within 400 ft
of site.
� 14. Parcel street address (existing and any proposed postal addresses)
Yes N° N/A I 5. Identi�cation of existing or proposed easements, covenants or legal rights-of-way on this property
� � �
� � � I 6. References to all prior variances or special use permits
� � � I 7. Existing and proposed contours and spot grades (at 2 foot intervals)
❑ ❑ � I 8. Identi�cation of all watercourses, designated State wetlands, buffers, Federal wetlands, floodplains,
rock outcroppings, etc.
❑ ❑ � I 9. Identi�cation of all existing or proposed sidewalks or pedestrian paths (show type, size and condition
of existing sidewalks)
� ❑ ❑ 20. Location, design speci�cations and construction material for all proposed site improvements (drains,
culverts, retaining walls, berms, fences, etc.)
� � � 2 I. Location and distance to�re hydrant
� � � 22. Erosion and sediment control plan—including designated concrete truck washout area
� � � 23. Approximate location, dimensions and areas for proposed lots and proposed public recreational land
� � � 24. Proposal for utility systems and lateral connections
� � � 25. Location and width of proposed streets
City of Saratoga Springs Subdivision Checklist 2
VAN DORN & SEWARD STEET SUBDIVISION
CITY OF SARATOGA SPRINGS '`� SARATOGA COUNTY '`� NEW YORK
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Short EnviNonntental Assess�Zent FornZ
PaYt 1 - P�oject Infos�mation
I IIti�T'l[C�1!!Il\tfll' I��nipfrtin=�
Part 1—Yro,ject Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses Uecome part of the
application for approval or funding,are subject to public review,and inay be subject to further verification. Complete Part 1 based on
information currently available. If additional research or investigation�vould be needed to fully respond to any item,please answer as
thoroughly as possible based oii cuirent information.
Complete all items in Part L You may also provide any additional infoi�iation which you believe will be needed by or useful to the
lead agency; attach additional pages as necessary to supplement any item.
.�..._..._...__. _ _ . _`_�_.__. --
Part 1—Project and Sponsor Information
Name of Action or Project:
Van Dorn&Seward Street Subdivision
Project Location(describe, and attach a locatio�i inap):
61 Van Dorn Street&46/46a Seward Street,Saratoga Springs, NY 12866
Brief Description of Proposed Action:
The project is situated between Van Dorn Street and Seward Street(Postal addresses of 61 Van Dorn Street and 46/46a Seward Street)and
encompasses two parcels containing approximately 0.81+/-acres.The tax map numbers for the parcels are 165.34-1-7&165.34-1-9 and are zoned
UR-1 Urban Residential 1.
The proposed project includes the subdivision of the two parcels into 4 single-family residential parcels.Access to lot 1 will be provided from Seward
Street and the existing two-story structure and garage will remail.Access to lots 2,3,and 4 will be provided from Van Dorn Street.The project received
variances from the City of Saratoga Springs Zoning board for relief of 4,864 sf from the total minimum lot size for lots 2,3 and 4 and reduction of the
mean width of the 3 new residential lots.Water service and sanitary sewer service shall be provided by the City of Saratoga Springs Department of
Public Works.
Name of Applicant or Sponsor:
Tel ephone: 518-209-8221
Top Dog Enterprises,LLC E-Mail:
steve@518realty.com
Address:
1571 Central Avenue
City/PO: State: Zip Code;
Colonie NY 12205
l. Does the proposed action only im�olve the legislative adoption of a plan, local law,ordinance, NO YES
administrative rule,or regulation?
if Yes,attach a narrative description of the intent of the proposed action and the environmental resources that � ❑
may be affected in the municipality and proceed to Part 2. If no,coutinue to question 2.
2. Does the proposed action require a pernlit, approval or funding from any other government Agency'? NO YES
If Yes, list agency(s)name and pet7nit or approval: a ❑
3. a.Tota] acreage of the site of the proposed action? _ _�_$� acres
b. Total acreage to be physically disturbed'? 0.50 acres
a Total acreage(project site and any conti�uous properties)owned
or controlled Uy the applicant or project sponsor'? 0.81 acres
4. Check all land uses that occur on,are adjoining or near the proposed action:
5. ❑ Urban ❑ Rural (non-agriculture) ❑ indush•ial m Commercial m Residential(suburban)
❑Forest ❑ Agriculture � A�uatic ❑ Otl�er(Specify):
❑Parkland
:'�it:c I ui�S
5. ls the proposed action, NO YES N/A
a. A pennitted use under the zoning regulations'? ❑ � ❑
b. Consistent with the adopted comprehensive plan? � � �� �
NO YES
6. ls the proposed action cousistent with the predominant character of�lie existing built or natural landscape?
❑ �
7. Is the site of the proposed action located in,or does it adjoin, a state listed Critical Environmental Area'? NO YES
li'Yes, identify: � �
NO YES
8. a. Will the proposed action result in a substantial increase in traffic above present levels`? � �
b. Are public transportation services available at or uear the site of the proposed action? `��"��
*13r�s s•ou�c. ;c3cu,�ci al Vaii I:)orn b:,Sc�ti�aiu S[rei,!inlc3�nrctirst��eitl�Cluirclz SlEcc€
c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed � �
action?
9. Does the proposed aclion ineet or exceed the state energy code requiremen�s'? NO YES
If the proposed action will exceed requirements,describe desi�n features and tecl»lolo�ies:
___ _ - - _ ❑ �
10. Will the proposed action connect to an existing public/private water supply`? NO YES
If No, describe method for providing poYaUle water:
❑ �
11. Will the�proposed actiou connect to existing waste���ater utiliries? NO YES
If No,describe met}�od for providing wastewater treatment:
❑ �
12. a. Does the project site contain, or is it substanLially contiguous to, a building,archaeological site,or district NO YES
�vhich is listed on the National ar State Register of Historic Places, or that lias been determined Uy tlie � �
Commissioner of the NYS Oftice of Parks,Recreation and Historic Preservation to be eligible for listing on the
State Register of Historic Places?
Site is adjacen[to Wesley Community PUDD containing 2 s[ruc[ures analyzed by the SHPO and deemed nol eligible for sensitive or archeological sites.
b. Ts the project siCe, or any porlion of it, located in or adjacent to an area designated as sensitive for � �
arcliaeological sites on the NY State Historic Preservation Oftice(SI-IPO)archaeological site inventory?
13. a. Does any portion of the site of the proposed actio�i, or lands adjoinnig the propose.d action, contain NO YES
wPtl�nrls nr nthPr w�Yerhnr�i�,s rPgiilaterl hy a fP�leral, �St�t�nr lncal �gency'� � � �
kVz�rm�etlan�is loctite�l i�ri pruj�ct��arc��ls. 41%etlau�,s I{�ea1e����7 aifjucc�;it C�1�eslcy�t.;irinrmiuil}�1'lJ1�31)sile.
b. Would the proposed actio�l physically alter,or encroach into, any existiug wetland or waterbody'? � �
If Yes, identify tl�e wetland or waterbody and extent of alterations in square feet or acres _
I'.icc 3 t�i�;
14. ldei�tify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ��
❑Shareluie ❑ Porest ❑Agricultural/grasslands ❑ �arly mid-successional
❑Wetland ❑ Urban m Suburban
_ _....
15. Does the sile of the proposed action contain any species of animal, or associated habitats, listed by the State or NO YES
Federal goverimient as threatened or endangered`? ❑ ❑
l6. ls the project site located in the 100-year flood plan'? � NO YES
� �
17. Will the proposed action create storni water discharge, either froni point or von-point sout-ces'? NO YES
If Yes, � �
a. Will stoi7n water discharges flow to adjacent properties? � �
b. Will storm water discllarges be directed to establislied conveyance systeins (runoff and storm drains)'? � �
If Yes,Uriefly describe: --
Green infrastructure practices will be used to help reduce site runoff,site runoff will be directed towards on-site depressions for
infiltratior.into the existin^c�ro�md.
� 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO � YES
or odler liquids(e.b.,retention pond, waste lagoon,dam)'? � V���
If Yes,e�plain the purpose and size of the impoundment: � �
1_9. Has the site of the proposed action or an adjoiuing property Ueen the location of au active or closed solid waste NO YES
management facility?
If Yes,descriUe: ❑ ❑
� 20.1 Ias the site of the proposed action or an adjoinin�property been the subject of remediation (ongoing or NO YES
completed) for hazardous�vaste'? '
If Yes,descriUe; � ❑
I CERTIFY THAT THE INP'ORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE SEST OF
MY KNOWLEDGE
Applic�inll,��nEt�hr(itamc: Top Dog Enterprises,LLC Date: 1119/20
- �['u.�j S�0 7l`'Lu��;-�9
Signature: .� �� wfy��t Title:
PRINT FORM �>�,��� � �,r_5
EAF Mapper Summary Report Tuesday, July 28, 2020 3:57 PM
DiSClaimel': The EAF Mapper is a screening tool intended to assist
�, �'.,; �„r.�.{-� � _ project sponsors and reviewing agencies in preparing an environmental
+ �� assessment form(EAF).Not all questions asked in the EAF are
� , :� � ,..� ;,-� � WW I answered by the EAF Mapper Additional information on any EAF
' � r �_Y q � �"�� '�� �-� �' question can be obtained by consulting the EAF Workbooks, Although
� ; ,� �� ,r _� . the EAF Mapper provides the most up-to-date digital data available to
� � '� �'�'�:y DEC,you may also need to contact local or other data sources in order
S ' •-�-7� 9+.�.5 3• ' ,' -- to obtain data not provided by the Mapper.Digital data is not a
. substitute for agency determinations.
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1 �,--., �'•rl��ll7:��l:�i�� f II ;:•.- i.:� .����rro:rir�tla}ir�.i�:�l7titf��.l��rz."�iti3tli�t,lw!_i,�i ;:�_,nt��i+.uiR'r :I,nr��iJ�+`ii'yt3�-�xE:IrtF��.�.�rfinl�isv7�.���i1�;�t4t�li_•�IS+}.;.:.i �: �n�ni�u�it,
Part 1 / Question 7 [Critical Environmental No
Area]
Part 1 /Question 12a [National or State No
Register of Historic Places or State Eligible
Sites]
Part 1 / Question 12b [Archeological Sites] Yes
Part 1 /Question 13a [Wetlands or Other Yes - Digital mapping information on local and federal wetlands and
Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook.
Part 1 /Question 15 [Threatened or No
Endangered Animal]
Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
Part 1 / Question 20 [Remediation Site] No
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�N►+rs�n�G ENGINE�RING, Pc Letter of Transmittal
2452 State Route 9,Suite 30'I
Malta,NY'I 2020
Telephone:[5'I B)BJJ-5243
Facsimile:[5'I 6]BJJ-5245 Date: 11/10/2020 PYOj.#-918.00
RE: Van Dorn& Seward Street Subdivision
To: Jennifer Merriman
Office of Planning and Economic Development
City of Saratoga Springs
474 Broadway
Saratoga Springs,NY 12866
We are sending you �Attached ❑Under separate cover via the following items:
❑ Shop Drawings ❑Prints � Plans/Originals � Applications
� Copy of Letter ❑ Change Order ❑ Samples ❑Report
COPIES DATE NO. DESCRIPTION
3 11/10/20 Subdivision Application
3 11/10/20 Complete Streets Checklist
3 11/10/20 Project Narrative
3 11/10/20 Revised Project Cost Estimate
3 11/10/20 Subdivision Application Checklist
3 11/10/20 Water Sewer Letter Report
3 11/10/20 Basic SWPPP
3 11/10/20 Short EAF
3 11/10/20 Plan Set
1 11/10/20 Check$600.00
1 11/10/20 CD
THESE ARE TRANSMITTED as checked below:
�For approval ❑ Approved as submitted ❑ Resubmit 1 copies for approval ❑ Other:
� For your use ❑ Approved as noted ❑ Submit_copies for distribution
❑As requested ❑ Retumed for corrections ❑ Return_corrected prints
�For review and comment ❑ For bids due ❑ Borrowed prints retumed
❑ Copy filed to prior submissions SIGNED:
Douglas E. Flynn, Jr. ��oject Engineer
cc: If enclosures are not as noted, kindly notify us immediately
P:\PROJECI'S\91800-Sba�della-Van Dom&Sewazd Subdivision\DES[GN APPLICATIONS CORRESPONDENCE\DRAFTS\91800-2020_I 1_IO-City of Sazafoga Springs Trans docx
. ��:�`` City ofSaratoga Springs
''�
- '��� Department ofPublic Works
_ ,,.�" `� 1� Vanderbilt flvenue(temporary address) Anthony J. Scirocco
'�:��}' - Saratoga Springs, N2'' 72866 Commissioner
(,�L8� 587-35'�U o�ce Joseph J. O'Neill
wze�w.saratoga-s�rings.org Deputy Commissioner
NEW WATER SERVICE CONNECTION
AGREEMENT & APPLICATION FORM
Top Dog Enterprises, LLC Van Dorn &Seward Street
Subdivision
Property Owner's Name Project Name (if applicable�
Lot 2 (Van Dorn Street Frontage) 165.34-1-7 & 165.34-1-9
Property Address Tax Map#:
Size of Tap (check one below)
X
s/� " 1" Greater than 1"
A unit of water shall be defined as 14,000(fourteen
thousand) cubic feet of water per year.
Contact the Utilities Department at ext. 2502 for
assistance with water use estimation and meter
specifications before signing below.
1 (Lot 2)
Number of Dwellings: Estimated Cubic Feet of Water per Year
To be completed in full without any contingencies or protest, on or before the Building Inspector approval of
the rough plumbing, including the installation of the water meter, or at the time of the issuance of a tapping
permit.
The undersigned represents to the City that they have full and complete authority to execute this document
and find and commit the developer to abide by the City Water Ordinance. This agreement shall be binding on
all of the undersigned transferees.
The undersigned acknowledges that a copy of this document will be delivered to appropriate and necessary
governmental entities.
Yates Scott Lansing
Authorized Signature Print Name
nsing Engineering
Company Name&t�ddress
518-899-5243 518-899-5245 11/3/2020
Company Phone Number Fax Number Date
******************************************************************************************
Department of Public Works Approval Date:
`"�.` City ofSaratoga S�rings
- ��;a' `' Department ofPu6lic LTlorks
►. Anthony J. Scirocco
` .�� - 1� Tlanderbilt 1�venue(temporary address)
'�:r.�:� -- Saratoga Springs,Ny' 12866 Commissioner
(�18� .�87-3,�.�0 o��ce Joseph J. O'Neill
wze�w.saratoga-springs.org Deputy Commissioner
NEW WATER SERVICE CONNECTION
AGREEMENT & APPLICATION FORM
Top Dog Enterprises, LLC Van Dorn & Seward Street
Subdivision
Property Owner's Name Project Name (if applicable�
Lot 3 (Van Dorn Street Frontage) 165.34-1-7 & 165.34-1-9
Property Address Tax Map#:
Size of Tap (check one below)
X
9/4 " 1" Greater than 1"
A unit of water shall be defined as 14,000(fourteen
thousand) cubic feet of water per year.
Contact the Utilities Department at ext. 2502 for
assistance with water use estimation and meter
specifications before signing below.
1 (Lot 3)
Number of Dwellings: Estimated Cubic Feet of Water per Year
To be completed in full without any cont'ingencies or protest, on or before the Building Inspector approval of
the rough plumbing, including the installation of the water meter, or at the time of the issuance of a tapping
permit.
The undersigned represents to the City that they have full and complete authority to execute this document
and find and commit the developer to abide by the City Water Ordinance. This agreement shall be binding on
all of the undei-signed transferees.
The undersigned acknowledges that a copy of this document will be delivered to appropriate and necessary
governmental entities.
� -
f� Yates Scott Lansing
Authorized Signature Print Name
L ing Engineering
Company Name tS�Address
518-899-5243 518-899-5245 11/3/2020
Company Phone Number Fax Number Date
******************************************************************************************
Department of Public Works Approval Date:
_ '``"`'' ��- City of Saratoga Springs
,���� � Department ofPublic Lllorks
_ ;,'` " , I�Tlanderbilt flvenue(temporary address) Anthony J. Scirocco
�+ Commissioner
'�•L,l� " Saratoga S�rings,N2'' 12866
(�I8� �87-3�5'0 o��ce Joseph J. O'Neill
www.saratoga-s�rings.org Deputy Commissioner
NEW WATER SERVICE CONNECTION
AGREEMENT & APPLICATION FORM
Van Dorn & Seward Street
Top Dog Enterprises, LLC Subdivision
Property Owner's Name Project Name (if applicable)
Lot 4 (Van Dorn Street Frontage) 165.34-1-7 & 165.34-1-9
Property Address Tax Map#:
Size of Tap (check one below)
X
9/� " l" Greater than 1"
A unit of water shall be defined as 14,000(fourteen
thousand) cubic feet of water per year.
Contact the Utilities Department at ext. 2502 for
assistance with watei- use estimation and meter
specifications before signing below.
1 (Lot 4)
Number of Dwellings� Estimated Cubic Feet of Water per Year
To be completed in full without any contingencies or protest, on or before the Building Inspector approval of
the rough plumbing, including the installation of the water meter, or at the time of the issuance of a tapping
permit.
The undersigned represents to the City that they have full and complete authority to execute this document
and find and commit the developer to abide by the City Water Ordinance. This agreement shall be binding on
all of the undersigned transferees.
The undersigned acknowledges that a copy of this document will be delivered to appropriate and necessary
governmental entities.
��- -�� , Yates Scott Lansing
Authorized Signature Print Name
Lan � g Engineering
Company Name &Address �
518-899-5243 518-899-5245 11/3/2020
Company Phone Number Fax Number Date
******************************************************************************************
Department of Public Worlcs Approval Date:
2452 S'fATE ROUTE'J-
L.�►N�IIVC� ENGINEERING, PC MALTA,NY1����
T[51 B]B�J-�5�43
F[51 B]B'J-��J--5245
November 9, 2020
Mark Torpey, Planning Board Chairman
City Hall
474 Broadway
Saratoga Springs, NY 12866
RE: Water Sewer Letter Report—Van Dorn &Seward Street Subdivision
Dear Mr.Torpey:
The Van Dorn &Seward Street Subdivision project proposes a four(4) lot single-family residential
subdivision on two parcels having a total area of approximately 0.81±acres situated between Van Dorn
Street and Seward Street in the City of Saratoga Springs.Two (2) existing structures shall remain on Lot 1
and three (3) new residences are proposed along Van Dorn Street on the remaining three (3) lots.The
dwellings will be serviced by individual driveways and utility services.This letter/report will describe the
water use and wastewater generation for the proposed development. Public water services and sanitary
sewer services are proposed to be provided by the City of Saratoga Springs Department of Public Works.
WASTEWATER DEMANDS
The wastewater generated by the proposed development has been calculated for each new residential
dwelling.The total wastewater demands have been calculated based on the 10 State Standards of 100
gallons per capita per day(gpcpd)with an estimated population density of 3.0 residents per dwelling
unit.The Average Daily Wastewater Flow and Peak Hour Wastewater Flow generated for the proposed
development are 900 gpd and 2.76 gpm, respectively.A detailed outline of the wastewater flow
calculations are as follows:
Van Dorn&Seward Street Subdivision—Development consist of three(3) new 2-story, single-family
residential dwellings.
Single-Family Dwellings:
Population = (3 dwellings) x (3.0 residents/dwelling) =9 persons
Design Average Daily Wastewater Flow = (9)x 100 gpcpd
=900 gpd
Total Design Average Daily Wastewater Flow=900 gpd
Total Population =9 persons
Peak Hour Factor(P=population In thousands)
= 18+ Pl�z = (18+0.009'�Z1=4.42
(4+ P1�z) (4+0.0091�Z)
P H F=4.42
Cumulative Peak Hour Wastewater Flow
_ (Average Daily Wastewater Flow) x(Peak Hour Factor)
_ (900 gpd) x(4.42)
Page 2
=3,978 gpd
=2.76 gpm (calculated design flow, required flow)
Pipe Size Required—Based on Manning's formula using an "n"value of 0.013 for PVC and using
the cumulative peak hour waste flow calculated above.
� �
��r��,,�,$'�
`� n (calculated design capacity and velocity)
Trial Pipe Size = 6"
Pipe Slope =0.02 ft/ft minimum (2.0% min.for lateral)
Full Velocity=4.04 ft/sec
Full Capacity=0.790 cfs= 356 gpm
356 gpm (design capacity) > 2.76 gpm(required capacity)
Therefore Use 6" min. Diameter Pipe for all Gravity Services.
The wastewater from the proposed development will be conveyed to the existing public sewer along
Van Dorn Street. A 6" sanitary service will extend from each dwelling unit to the existing public sewer
main. Each sanitary service shall be equipped with a clean out to grade located outside of the
foundation wall. The proposed sewer installation will be designed and installed in accordance with all
local, state, and federal regulations.
WATER DEMANDS
The water usage rates have been calculated for the 3 single-family dwellings based on the 10 State
Standards of 100 gpcpd with an anticipated population of 3.0 residents per unit.The Average Day, Max
Day, and Max Hour water usage rates for the site have been calculated to be 0.63 gpm, 1.03 gpm, and
2.81 gpm, respectively. A detailed outline of the water demand calculations is included within Appendix
A of this report.
The estimated water usage and wastewater flows for the Van Dorn and Seward Street Subdivision are
relatively insignificant in comparison with the water and wastewater capacity in the area.Therefore, it is
expected that the connection of the water and sanitary systems will not have an adverse impact on the
existing utilities.
Please review this letter/report and pending your approval please provide an approval letter for this
connection. Please contact me at 899-5243 ext. 104 if you have any questions or require any additional
information.Thank you.
Sincerely,
LA�B�StNG ENGINEERING, PC
�lr _
�'"
Y s Scott Lansing, PE, CPESC, CPSWQ
Cc:Applicant
Page 3
Appendix A
Water System Demand Calculations
Water System Demand Rates
Project: Van Dorn &Seward Street Subdivision
Date: 11/9/2020
Project Water Demand
gpd=Gallons Per Day Per Capita Flow 100 gpd
Residential Flow= Units x Residents per Unit x Per Capita Flow Flow Per Sq Ft gpd
Comercial Flow=Square Feet x Flow per Square Feet Total Population 9
Average Day=Average Per Capita Flow Percentage A�elr�ge Day 100 %
Max Day= Maximum Per Capita Flow Percentage Max D�y 165 %
Peak Day=Peak Per Capita Flow Percentage in One Hour Peak D�y 450 %
Project Area Type Residents/Unit Units Square Feet Flow
1 Residential 3.0 3 900 gpd 0.63 gpm
2 0 gpd 0.00 gpm
3 0 gpd 0.00 gpm
4 0 gpd 0.00 gpm
5 0 gpd 0.00 gpm
Total Water Demand for Service Area= 900.0 gpd 0.63 gpm
Total Average Day Water Demand for Service Area= 900.0 gpd 0.63 gpm
Total Max Day Water Demand for Service Area= 1,485.0 gpd 1.03 gpm
Total Peak Hour Water Demand for Service Area= 4,050.0 gpd 2.81 gpm
Fire Flow Demands
gpm=Galons Per Minute SF=Square Feet
gpm=gpd/1,440(Minutes Per Day)
Tatal Fire-Flow Calculation Area �SF�= 5F
Building Construction Type: i�accordance w�tn iBc
Building Use; i�accorda�ce w�tn iFcnPpe�d�x B
Compliant Automatic Sprinkler System; in accoraance w�tn iFc sect�o�9o3.s
Minimum Fire-Flow(gpm�= 0 gpm
Flow Duration (hours)= 0.00 hours
LANSINO ENGINEERING, PC