HomeMy WebLinkAbout20230267 78 Church Site Plan Stormwater Prevention 2023 10 18
Stormwater Pollution Prevention Plan
for:
78 Church Street Redevelopment
Owner/Operator(s):
Spring City Development Group
18 Division Street
Saratoga Springs, NY 12866
SWPPP Contact(s):
The LA Group, PC
40 Long Alley
Saratoga Springs, NY 12866
1-518-587-8100
1-518-587-0180
SWPPP Preparation Date:
October 13, 2023
Table of Contents
1.0 PERMIT OVERVIEW AND REQUIREMENTS ..................................................................... 1
1.1 PERMIT OVERVIEW ...................................................................................................................... 1
1.2 SWPPP UPDATE .......................................................................................................................... 1
2.0 SITE ASSESSMENT, EVALUATION AND PLANNING ....................................................... 2
2.1 PROJECT LOCATION ..................................................................................................................... 2
2.2 PRE-DEVELOPMENT CONDITIONS ................................................................................................ 2
2.3 PROJECT SCOPE ............................................................................................................................ 2
2.4 SOILS ........................................................................................................................................... 2
3.0 EROSION AND SEDIMENT CONTROL ................................................................................. 2
3.1 EROSION AND SEDIMENT CONTROL PRACTICES ........................................................................... 2
3.2 EROSION AND SEDIMENT CONTROL DRAWINGS ........................................................................... 3
3.3 CONSTRUCTION SEQUENCE OF OPERATIONS ................................................................................ 3
3.4 EROSION AND SEDIMENT CONTROL PRACTICE MAINTENANCE .................................................... 4
3.5 EROSION AND SEDIMENT CONTROL INSPECTION.......................................................................... 4
3.6 CONTRACTOR SEQUENCE FORM .................................................................................................. 5
4.0 POST CONSTRUCTION STORMWATER MANAGEMENT PRACTICES ...................... 5
4.1 STORMWATER MANAGEMENT CONTROLS ................................................................................... 5
5.0 POST CONSTRUCTION STORMWATER MAINTENANCE .............................................. 6
5.1 MECHANISM OF OPERATION AND MAINTENANCE ........................................................................ 6
5.2 MAINTENANCE TO BE PERFORMED .............................................................................................. 6
6.0 CONSTRUCTION WASTE ........................................................................................................ 7
7.0 TEMPORARY STABILIZATION FOR FROZEN CONDITIONS ....................................... 7
8.0 SPILL PREVENTION PRACTICES ......................................................................................... 8
9.0 CERTIFICATIONS .................................................................................................................... 12
10.0 DEFINITIONS ............................................................................................................................ 15
Appendices
A Soil Survey and Map Set – Soil Survey, Site Preparation and Demolition,
Grading and Utility Plan
B Stormwater Calculations
C SWPPP Inspection Forms –SWPPP Inspection Report
D Other SWPPP Forms – Construction Sequence, SWPPP Plan Changes,
Spill Response Form, Stormwater Management Practice Maintenance Log
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 1
1.0 PERMIT OVERVIEW AND REQUIREMENTS
1.1 Permit Overview
City of Saratoga Springs requires non-residential and mixed-use development
projects disturbing between 0.50 acre and 0.99 acres prepare a Stormwater Pollution
Prevention Plan (SWPPP). Section 17.4.A.4 of the Saratoga Springs Unified
Development Ordinance states:
“Full SWPPP is required for nonresidential and mixed-use development disturbing
between 0.50 acre and 0.99 acre. Post-construction requirements are limited to 100%
of the Runoff Reduction volume (RRv) from new impervious cover and 50% of the
RRv from existing/redeveloped imperious cover using accepted RRv criteria and
methods as prescribed by the New York State Stormwater Management Design
Manual.”
The 78 Church Street project will disturb 0.57 acres and therefore requires the
preparation of a SWPPP.
This SWPPP is prepared to inform the landowner and construction personnel of the
measures to be implemented for controlling runoff and pollutants from the site during
and after construction activities.
The operator is responsible to maintain onsite in a secure location that is accessible
during normal working hours to an individual performing a compliance inspection, the
following information:
the SWPPP,
All inspection reports.
1.2 SWPPP Update
The permittee identified in this SWPPP shall amend the SWPPP under the following
conditions:
Whenever the current provisions prove to be ineffective in minimizing
pollutants in stormwater discharge from the site
Whenever there is a change in design, construction or operation that could
have an effect on the discharge of pollutants
To address issues or deficiencies identified during an inspection by the
qualified inspector, the Department or other regulatory authority
To identify a new subcontractor or owner that will implement any part of the
SWPPP.
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 2
If modifications are required to the post-stormwater management practices the City
of Saratoga Springs must be notified in writing of any planned amendments or
modifications to the post-construction stormwater management practice component
of the SWPPP.
2.0 SITE ASSESSMENT, EVALUATION AND PLANNING
2.1 Project Location
The project is located at 78 Church Street in the City of Saratoga Springs, Saratoga
County, NY 12866. The project site location is located to the south of Church Street
between West Harrison Street and Clinton Street.
2.2 Pre-Development Conditions
The site includes an existing commercial building with associated parking.
Stormwater runoff from the site flows to the City closed drainage system in Church
Street and Clinton Street. Surface conditions consist of grass and impervious
parking/buildings roofs.
2.3 Project Scope
The project includes the construction of a 15,500 sq. ft. multi-use building and
associated parking. The Project will disturb approximately +/-0.57 acres.
2.4 Soils
The USDA/NRCS soil survey map for this site shows Windsor Loamy Sands. These
soils are classified as hydrologic soil group ‘A’. Soil information results can be found
in Appendix A.
3.0 EROSION AND SEDIMENT CONTROL
3.1 Erosion and Sediment Control Practices
Temporary Structural Practices
Compost Filter Sock
Dust Control
Construction Entrance
Permanent Structural Controls
Grading
Temporary Stabilization Practices (including vegetative practices)
Seed and mulch bare soil areas within 14 days of disturbance unless
construction will resume in that area within 21 days.
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 3
Permanent Stabilization Practices (including vegetative practices)
Seed and mulch all disturbed areas. Slopes that are 3:1 or steeper should
receive a Rolled Erosion Control Product (RECP), sodding, and or hydro-
seeding a homogenous mixture of wood fiber mulch with tackifying agent.
Refer to Construction Drawings for detailed information on each practice.
3.2 Erosion and Sediment Control Drawings
Erosion and Sediment Control practices are shown on the Construction Drawings
included in Appendix A.
3.3 Construction Sequence of Operations
Temporary structural erosion controls shall be installed prior to earthwork
as per the attached plans.
Areas to be undisturbed for more than 14 days shall be temporarily
stabilized by seeding.
Disturbed areas shall be reseeded and mulched immediately after final
contours are re-established and no more than 14 days after the completion
of construction at that site.
Temporary erosion control devices shall not be removed until the area
served is stabilized by the growth of vegetation and the area is certified as
being stabilized by the Erosion Control Inspector.
Construction Activities Start Stop
Sequence must include major items such as, but not limited to,
excavation and grading, utility and infrastructure installation and any
other activity resulting in soil disturbance. Include installation of erosion
and sediment control practices and timing of installation.
Install compost filter sock and stabilized construction entrance
prior to any site disturbance. Maintain erosion control
measures for duration of site disturbances.
Week 1
Demolish existing building and parking Weeks 1-4
Building Construction Week 4-
completion
Parking and Drives Week 11-13
Remove erosion and sediment control measures upon
stabilization of contributing areas.
At completion
80% Germination
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 4
3.4 Erosion and Sediment Control Practice Maintenance
Temporary erosion and sediment control practices will need to be maintained
frequently during construction. It is the responsibility of the operator to inspect and
maintain the temporary controls so that they are working efficiently. The operator
needs to pay close attention to SWPPP Inspection Reports that will advise of needed
maintenance. Captured sediment will have to be removed periodically from each
practice in order for the control to function properly. Temporary erosion and sediment
control practice maintenance needs are listed below:
Compost filter sock – accumulated sediment shall be removed when it
reaches half the above ground height of the sock.
Stabilized construction entrance – entrance shall be maintained in a
condition which shall prevent tracking. This may require periodic top
dressing with additional aggregate. All sediment tracked onto or spilled on
public rights of way shall be removed immediately. When necessary,
wheels must be cleaned to remove sediment prior to entrance on public
rights of way. When washing is required, it shall be done in an area
stabilized with aggregate.
3.5 Erosion and Sediment Control Inspection
A qualified inspector shall conduct an assessment of the site prior to the
commencement of construction and certify in an inspection report that
the appropriate erosion and sediment controls described in the SWPPP
have been adequately installed to ensure overall preparedness of the
site for commencement of construction.
This qualified inspector must be a Licensed Professional Engineer,
Certified Professional in Erosion and Sediment Control (CPESC),
Registered Landscape Architect, or someone working under the direct
supervision of, and at the same company as, the licensed Professional
Engineer or Registered Landscape Architect, provided they have
received 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 qualified inspector shall receive 4 hours of training every 3 years.
The day-to-day erosion control activities on the site will be monitored by
the construction manager. The qualified inspector and his crews will
make at least one inspection every seven (7) days of erosion control
devices, and non-stabilized areas during construction. A maintenance
inspection report will be completed by the qualified inspector after each
inspection. The report form to be completed by the inspector is attached
in Appendix C. Reports should be compiled and maintained on-site in
the SWPPP 3-ring binder.
All measures will be maintained in good working order; if repair is
necessary, it will be initiated within 24 hours of report. The qualified
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 5
inspector shall take photographs of any needed repairs and also
photograph when the repairs are completed. These photographs will be
time and date stamped and attached to the weekly inspection report.
Seeded and planted areas will be inspected for bare spots, washouts,
and healthy growth. If necessary, spot reseeding or sodding will be
implemented.
A trained contractor will be an employee from the contracting company
responsible for the implementation of the SWPPP. This person will be
onsite when any soil disturbing activities are being conducted. The
trained contractor must have received 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 qualified inspector shall receive 4 hours
of training every 3 years. This trained contractor cannot conduct the
regular SWPPP compliance inspections unless they meet the qualified
inspector qualifications.
3.6 Contractor Sequence Form
The operator shall prepare a summary of construction status using the Construction
Sequence Form (included in Appendix D) once every month. Significant deviations
to the sequence and reasons for those deviations (i.e. weather, subcontractor
availability, etc.), shall be noted by the contractor. The schedule shall be used to
record the dates for initiation of construction, implementation of erosion control
measures, stabilization, etc. A copy of this table will be maintained at the construction
site and updated.
4.0 POST CONSTRUCTION STORMWATER MANAGEMENT
PRACTICES
4.1 Stormwater Management Controls
Saratoga Springs regulations require projects to reduce 100% of the runoff reduction
volume (RRv) from new impervious cover, and 50% of the RRv from existing
redeveloped impervious cover. The project is proposing to construct 21,106 s.f. of
impervious area, which is a +/- 1,600 square foot reduction in impervious area from
pre-development conditions.
Chapter 4 of the New York State Stormwater Management Design Manual states that
the minimum RRv from impervious area shall be 55% of the water quality volume
(WQv) for sites located within hydrologic soil group ‘A’. The WQv for the project site
is 1,922 cf, see Appendix B for calculations. The NYSDEC minimum RRv based on
the hydrologic soil group of the site is 1,057 cubic feet. Saratoga Springs requires
sites to meet 50% of the RRv from existing redeveloped impervious cover. Therefore,
the City required RRv for the project is 529 cf.
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 6
A 3,060 square foot green roof will be constructed to meet the City RRv requirement,
which provides a runoff reduction volume of 535 cf. See Appendix B for stormwater
calculations.
As per Saratoga Springs regulations, the project does not need to meet NYSDEC
water quality, channel protection, overbank flood control, or extreme flood control
requirements.
5.0 POST CONSTRUCTION STORMWATER MAINTENANCE
5.1 Mechanism of Operation and Maintenance
Spring City Development Group will be responsible for the long-term operation and
maintenance of the stormwater management practices for the life of the site.
5.2 Maintenance to be Performed
Post-construction maintenance for this project will consist of regular inspections of
permanent stormwater management facilities. These maintenance procedures are
essential to assure continual performance of the stormwater management practices
on your site. During the inspection and any maintenance activity to the stormwater
management practices, the responsible party should fill out an inspection and
maintenance log (Appendix C) to record that it was done.
All post construction stormwater management facilities must be inspected annually
by a qualified professional, a report prepared and submitted to the City Engineer
documenting the inspections as well as the maintenance activities that were
completed during the prior year.
The City of Saratoga Springs shall approve a formal maintenance and inspection
agreement in accordance with City Code Chapter 242 for stormwater management
facilities to ensure the practices will be properly operated and maintained in
accordance with the long-term operation and maintenance plans. This agreement
shall be binding on all subsequent landowners and recorded in the office of the
County Clerk as a deed restriction on the property.
Green Roof
Maintenance may include watering, fertilizing and weeding as needed,
specifically during the first year.
Roof drains should be checked after each major storm event and cleaned as
needed.
Clean trash and debris out of system as necessary
Dead or diseased vegetation should be replaced
Areas devoid of mulch shall be re-mulched on an annual basis
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 7
6.0 CONSTRUCTION WASTE
Waste Materials: All waste materials generated during construction will be disposed at a
suitable landfill or transfer station.
Hazardous Waste: The project will not be a generator of hazardous waste and it is not
anticipated that any hazardous waste will be generated during construction. If there are
any materials generated, a licensed hazardous waste carrier will be contracted to dispose
the hazardous material at a suitable disposal site. If hazardous materials are discovered
during construction, the work will be stopped until the issue is resolved.
Waste: Portable sanitary facilities will be made available to construction personnel and
will be serviced regularly.
7.0 TEMPORARY STABILIZATION FOR FROZEN
CONDITIONS
The following temporary stabilization measures MUST be performed when construction
is occurring during winter/frozen ground conditions. The following requirements do not
supersede any other requirements of this SWPPP as they apply to non-frozen ground
conditions.
Perimeter erosion control MUST still be installed prior to earthwork
disturbance as per this SWPPP.
Any areas that cannot be seeded to turf by October 1st or earlier will
receive a temporary seeding. The temporary seeding will consist of
winter rye seeded at the rate of 120 pounds per acre (2.5 pounds per
1,000 square feet) or stabilized as per the temporary stabilization for
winter construction/frozen conditions.
Any area of disturbance that will remain inactive for a period of 14
consecutive days MUST be mulched. This includes any previously
disturbed areas that are covered with snow.
Mulch MUST consist of loose straw applied at the rate of 2 to 3 bales
(90 to 100 pounds) per thousand square feet.
Mulch MUST be applied uniformly over the area of bare soil or bare soil
that is covered with snow. For the latter condition, mulch MUST be
applied on top of snow.
Using a tracked vehicle, mulch MUST be crimped into the bare
soil/snow. The tracked vehicle MUST be driven across the mulched
areas in at least two directions to maximize crimping of mulch into the
soil/snow.
If mulch gets blown off an area to a significant degree, the site inspector
WILL require that an area be re-mulched in accordance with Items 2
through 5 above, and this area WILL be included on the inspection
checklist for the next inspection.
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 8
If a particular area repeatedly experiences loss of mulch due to wind,
then the inspector WILL require that an alternative method be used to
secure the mulch in place. Such alternatives may include the use of
netting, tackifier or other methods deemed appropriate by the inspector.
During periods when snow is melting and/or surface soils are thawing
during daytime hours, mulched areas MUST be re-tracked (crimped) as
per Item 5 above at least once every seven days, more frequently if
directed by the inspector. Additional mulch may be required to obtain
complete coverage of an area. Biodegradable erosion control matting
may be required on steeper slopes.
Additional stabilization measures for non-frozen ground conditions
described in this SWPPP WILL be implemented at the time deemed
appropriate by the inspector.
During the winter season, if a site has been stabilized and soil disturbing activities have been
suspended for the winter, weekly inspections can be suspended. However, monthly
inspections must still be conducted. All normal weekly inspections must resume when soil
disturbing activities resume.
8.0 SPILL PREVENTION PRACTICES
Good Housekeeping and Material Management Practices
The following good housekeeping and material management practices will be followed on
site during the construction project to reduce the risk of spills or other accidental exposure
of materials and substances to stormwater runoff.
Materials will be brought on site in the minimum quantities required.
All materials stored on site will be stored in a neat, orderly manner in
their appropriate containers, and if possible, under a roof or other
enclosure.
Products will be kept in their original containers with the original
manufacturer’s label.
Substances will not be mixed with one another unless recommended by
the manufacturer.
Whenever possible, all of a product will be used up before disposal.
Manufacturer’s recommendations for proper use and disposal will be
followed.
The construction manager or his designee will inspect regularly to
ensure proper use and disposal of materials on site.
The contractor shall prohibit washing of tools, equipment, and
machinery in or within 100 feet of any watercourse or wetland.
All above grade storage tanks are to be protected from vehicle damage
by temporary barriers.
Inventory for Pollution Prevention Plan
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 9
The materials and substances listed below are expected to be on-site during construction.
Petroleum for fueling vehicles will be stored in above ground storage
tanks. Tanks will either be steel with an enclosure capable of holding
110% of the storage tank volume or of a Con-Store, concrete encased
type typically employed by NYSDOT. Hydraulic oil and other oils will be
stored in their original containers. Concrete and asphalt will be stored
in the original delivery trucks.
Fertilizer may be stored on site in its original container for a short period
of time prior to seeding. Original containers will be safely piled on pallets
or similar devices to protect from moisture.
Paints and other similar materials will be stored in their original
containers and all empty containers will be disposed of in accordance
with label directions.
Portable sanitary facilities, which contain chemical disinfectants
(deodorants) will be located on-site, with the disinfectants held in the
tank of the toilet.
Hazardous Products
These practices are used to reduce the risks associated with hazardous materials.
Products will be kept in original containers unless they are not re-
sealable.
Original labels and material safety data sheets will be retained; they
contain important product information.
If surplus product must be disposed of, manufacturers’ or local and State
recommended methods for proper disposal will be followed.
Spill Prevention
The following product specific practices will be followed on site.
Petroleum Products:
Construction personnel should be made aware that emergency
telephone numbers are located in this SWPPP.
The contractor shall immediately contact NYSDEC in the event of a spill,
and shall take all appropriate steps to contain the spill, including
construction of a dike around the spill and placing absorbent material
over this spill.
The contractor shall instruct personnel that spillage of fuels, oils, and
similar chemicals must be avoided and will have arranged with a
qualified spill remediation company to serve the site.
Fuels, oils, and chemicals will be stored in appropriate and tightly
capped containers. Containers shall not be disposed of on the project
site.
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 10
Fuels, oils, chemicals, material, equipment, and sanitary facilities will be
stored/located away from trees and at least 100 feet from streams, wells,
wet areas, and other environmentally sensitive sites.
Dispose of chemical containers and surplus chemicals off the project
site in accordance with label directions.
Use tight connections and hoses with appropriate nozzles in all
operations involving fuels, lubricating materials or chemicals.
Use funnels when pouring fuels, lubricating materials or chemicals.
Refueling and cleaning of construction equipment will take place in
parking areas to provide rapid response to emergency situations.
All on-site vehicles will be monitored for leaks and receive regular
preventative maintenance to reduce the chance of leakage. Any vehicle
leaking fuel or hydraulic fuel will be immediately scheduled for repairs
and use will be discontinued until repairs are made.
Fertilizers:
Fertilizer will be stored in its original containers on pallets with water
resistant coverings.
Proper delivery scheduling will minimize storage time.
Any damaged containers will be repaired immediately upon discovery
and any released fertilizer recovered to the fullest extent practicable.
Paints:
All containers will be tightly sealed and stored when not required for use.
Excess paint will not be discharged to the storm water system or
wastewater system but will be properly disposed of according to
manufacturers’ instructions or State and local regulations.
Concrete Trucks:
Concrete trucks will be allowed to wash out or discharge surplus
concrete or drum wash water only at designated locations on site.
Asphalt Trucks:
Asphalt trucks shall not discharge surplus asphalt on the site.
Spill Control Practices
In addition to the good housekeeping and material management practices discussed in
the previous sections of this plan, the following practices will be followed for spill
prevention and cleanup. The construction manager or site superintendent responsible
for the day-to-day site operations will be the spill prevention and cleanup coordinator. He
will designate at least three other site personnel who will receive spill prevention and
cleanup training. These individuals will each become responsible for a particular phase
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 11
of prevention and cleanup. The names of responsible spill personnel will be posted in the
material storage area and in the onsite construction office or trailer.
Manufacturers’ recommended methods for spill cleanup will be clearly
posted and site personnel will be made aware of the procedures and the
location of the information and cleanup supplies. Any spill in excess or
suspected to be in excess of two gallons will be reported to the NYSDEC
Regional Spill Response Unit. Notification to the NYSDEC (1-800-457-
7362) must be completed within two hours of the discovery of the spill.
Materials and equipment necessary for spill cleanup will be kept in the
material storage area onsite. Equipment and materials will include but
not be limited to absorbent pads, brooms, dust pans, mops, rags, gloves,
goggles, activated clay, sand, sawdust, and plastic and metal trash
containers specifically for this purpose.
All spills will be cleaned up immediately after discovery.
The spill area will be kept well ventilated and personnel will wear
appropriate protective clothing to prevent injury from contact with spilled
substance.
Spills of toxic or hazardous material will be reported to the appropriate
State or local government agency, regardless of the size
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 12
9.0 CERTIFICATIONS
Preparer Certification of Compliance with Federal, State, and Local Regulations
This Stormwater Pollution Prevention Plan was prepared in accordance
with the City of Saratoga Springs regulations.
Name:
Douglas Heller
Title:
Professional Engineer
Signature:
Date:
Company Name:
The LA Group, PC
Owner Pollution Prevention Plan Certification
I certify under penalty of law that this document and all attachments were
prepared under my direction or supervision to assure that qualified
personnel properly gathered and evaluated the information submitted.
Based on my inquiry of the person or persons who are directly responsible
for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that
false statements made herein are punishable as a Class A misdemeanor
pursuant to Section 210.45 of the Penal Law.
I understand that SWPPP requires site inspections be conducted by a
qualified professional once every seven (7) days. These inspections shall
be performed by a qualified professional as defined in the SWPPP.
The Owner/Operator will be held financially responsible for any and all fines
related to work tasks that are not specified by the Contractor(s)/Subcontractor(s)
below.
Name:
Title:
Signature:
Date:
Company Name:
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 13
Contractor and Subcontractor Certification
I hereby certify that I understand and agree to comply with the terms and
conditions of the SWPPP and agree to implement any corrective actions
identified by the qualified inspector during a site inspection. 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 proceeding.
Name
Title
Signature
Date
Company Name
Address
City, State, Zip
Phone Number
SWPPP Components
You Are Responsible For
1.
2.
3.
4.
5.
6.
Name of Trained
Individual Responsible for
SWPPP Implementation
Title
Signature of Trained
Individual Responsible for
SWPPP Implementation
Date
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 14
Contractor and Subcontractor Certification
I hereby certify that I understand and agree to comply with the terms and
conditions of the SWPPP and agree to implement any corrective actions
identified by the qualified inspector during a site inspection. 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 proceeding.
Name
Title
Signature
Date
Company Name
Address
City, State, Zip
Phone Number
SWPPP Components
You Are Responsible For
1.
2.
3.
4.
5.
6.
Name of Trained
Individual Responsible for
SWPPP Implementation
Title
Signature of Trained
Individual Responsible for
SWPPP Implementation
Date
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 15
10.0 DEFINITIONS
Construction Activity(ies) - means any clearing, grading, excavation, filling, demolition,
or stockpiling activities that result in soil disturbance. Clearing activities can include, but
are not limited to, logging equipment operation, the cutting and skidding of trees, tree
removal, stump removal and/or brush removal. Construction activity does not include
routine maintenance that is performed to maintain the original line and grade, hydraulic
capacity, or original purpose of a facility.
Construction Phasing Plan - a plan designed to construct particular portions of an
individual project at different times. Phasing is often used when a project is very large to
limit the disturbance at a single time to 5 acres per phase.
Erosion and Sediment Control Practices – temporary measures installed prior to
construction and maintained during construction to temporarily treat any stormwater
runoff. Once construction is completed and post-construction stormwater management
practices are installed and the site is stabilized, the erosion and sediment control
practices are removed from the site.
Final Stabilization - means that all soil disturbance activities have ceased and a uniform,
perennial vegetative cover with a density of eighty (80) percent over the entire pervious
surface has been established; or other equivalent stabilization measures, such as
permanent landscape mulches, rock rip-rap or washed/crushed stone have been applied
on all disturbed areas that are not covered by permanent structures, concrete pavement.
Green Infrastructure – in the context of stormwater management, the term green
infrastructure includes a wide array of practices at multiple scales to manage and treat
stormwater, maintain and restore natural hydrology and ecological function by infiltration,
evapotranspiration, capture and reuse of stormwater, and establishment of natural
vegetative features. On a regional scale, green infrastructure is the preservation and
restoration of natural landscape features, such as forests, floodplains and wetlands,
coupled with policies such as infill and redevelopment that reduce overall imperviousness
in a watershed or ecoregion. On the local scale green infrastructure consist of site and
neighborhood specific practices and runoff reduction techniques. Such practices
essentially result in runoff reduction and or establishment of habitat areas with significant
utilization of soils, vegetation, and engineered media rather than traditional hardscape
collection, conveyance and storage structures. Some examples include green roofs,
trees and tree boxes, pervious pavement, rain gardens, vegetated swales, planters,
reforestation and protection and enhancement of riparian buffers and floodplains.
Impervious Area (Cover) - means all impermeable surfaces that cannot effectively
infiltrate rainfall. This includes paved, concrete and gravel surfaces (i.e. parking lots,
driveways, roads, runways, and sidewalks); building rooftops, and miscellaneous
impermeable structures such as patios, pools, and sheds.
Stormwater Pollution Prevention Plan 78 Church Street Redevelopment
Project Number-2022062
Page 16
Owner or Operator – means the person, persons or legal entity which owns or leases
the property on which the construction activity is occurring; and/or an entity that has
operational control over the construction plans and specifications, including the ability to
make modifications to the plans and specifications.
Post-Construction Stormwater Management Practices – permanent devices
constructed or installed onsite to treat stormwater from a site when construction is
completed.
Qualified Inspector - a Licensed Professional Engineer, Certified Professional in Erosion
and Sediment Control (CPESC), Registered Landscape Architect, or someone working
under the direct supervision of, and at the same company as, the licensed Professional
Engineer or Registered Landscape Architect, provided they have received 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 qualified inspector shall receive 4 hours of training every
3 years.
Sequence of Operations – the individual steps and their specific order which are
undertaken in order to construct a project or a given phase of a project from beginning to
end. (i.e. clearing, grading, foundation work, landscaping, etc.)
Stormwater Pollution Prevention Plan (SWPPP) - a report that is compiled providing
detailed information about the proposed activity and the specifics to how the stormwater
will be managed during construction and after construction is completed.
Temporary Stabilization – means that exposed soil has been covered with material(s)
as set forth in the technical standard, New York Standards and Specifications for Erosion
and Sediment Control, to prevent the exposed soil from eroding. The materials can
include, but are not limited to, mulch, seed and mulch, and erosion control mats (e.g. jute
twisted yarn, excelsior wood fiber mats).
Trained Contractor – means an employee from a contracting (construction) company
responsible for the day to day implementation of the SWPPP. The trained contractor
must have received 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 qualified inspector shall
receive 4 hours of training every 3 years.
It can also mean an employee from the contracting (construction) company that meets
the qualified inspector qualifications (e.g. licensed Professional Engineer, Certified
Professional in Erosion and Sediment Control (CPESC), Registered Landscape Architect,
or someone working under the direct supervision of, and at the same company as, the
licensed Professional Engineer or Registered Landscape Architect, provided they have
received 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.
Appendix A
Soil Survey and Map Set
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Saratoga
County, New
York
Natural
Resources
Conservation
Service
October 12, 2023
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface....................................................................................................................2
Soil Map..................................................................................................................5
Soil Map................................................................................................................6
Legend..................................................................................................................7
Map Unit Legend..................................................................................................8
Map Unit Descriptions..........................................................................................8
Saratoga County, New York............................................................................10
WnB—Windsor loamy sand, 3 to 8 percent slopes.....................................10
4
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
5
6
Custom Soil Resource Report
Soil Map
4770800477081047708204770830477084047708504770860477087047708004770810477082047708304770840477085047708604770870598520 598530 598540 598550 598560 598570 598580 598590 598600 598610 598620 598630 598640
598520 598530 598540 598550 598560 598570 598580 598590 598600 598610 598620 598630 598640
43° 5' 3'' N 73° 47' 22'' W43° 5' 3'' N73° 47' 17'' W43° 5' 0'' N
73° 47' 22'' W43° 5' 0'' N
73° 47' 17'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 25 50 100 150
Feet
0 5 10 20 30
Meters
Map Scale: 1:590 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Saratoga County, New York
Survey Area Data: Version 23, Sep 6, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Sep 9, 2022—Oct 22,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
7
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
WnB Windsor loamy sand, 3 to 8
percent slopes
0.7 100.0%
Totals for Area of Interest 0.7 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
Custom Soil Resource Report
8
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
9
Saratoga County, New York
WnB—Windsor loamy sand, 3 to 8 percent slopes
Map Unit Setting
National map unit symbol: 2svkf
Elevation: 0 to 1,210 feet
Mean annual precipitation: 36 to 71 inches
Mean annual air temperature: 39 to 55 degrees F
Frost-free period: 140 to 250 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Windsor and similar soils:85 percent
Minor components:15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Windsor
Setting
Landform:Outwash terraces
Landform position (three-dimensional):Tread
Down-slope shape:Linear
Across-slope shape:Linear
Parent material:Loose sandy glaciofluvial deposits derived from granite and/or
schist and/or gneiss
Typical profile
Oe - 0 to 1 inches: moderately decomposed plant material
A - 1 to 3 inches: loamy sand
Bw - 3 to 25 inches: loamy sand
C - 25 to 65 inches: sand
Properties and qualities
Slope:3 to 8 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Excessively drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat):Moderately high to very
high (1.42 to 99.90 in/hr)
Depth to water table:More than 80 inches
Frequency of flooding:None
Frequency of ponding:None
Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Available water supply, 0 to 60 inches: Low (about 4.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: A
Ecological site: F145XY008MA - Dry Outwash
Hydric soil rating: No
Custom Soil Resource Report
10
Minor Components
Hinckley
Percent of map unit:10 percent
Landform:Eskers
Landform position (three-dimensional):Side slope
Down-slope shape:Convex
Across-slope shape:Convex
Ecological site:F145XY008MA - Dry Outwash
Hydric soil rating: No
Deerfield, loamy sand
Percent of map unit:5 percent
Landform:Terraces
Landform position (three-dimensional):Tread
Down-slope shape:Linear
Across-slope shape:Linear
Ecological site:F144AY027MA - Moist Sandy Outwash
Hydric soil rating: No
Custom Soil Resource Report
11
Appendix B
Stormwater Calculations
Stormwater Practice Sizing
Job Name and # 78 Church Street #2022062
Water Quality Volume Calculation
10/12/2023
WQv = [(P)(Rv)(A)]/12
Where:
Rv = 0.05 + 0.009(I)
I = impervious cover in percent
P = 90% rainfall (see Figure 4.1 in NYS Stormwater Management Design Manual)
A = Area in acres
Required WQv
New Impervious
% Impervious 100.00%
Rv 0.95
90% Rainfall 1.15
Area in Square Feet 21,106
WQv Required = 1922 ft3 0.044 ac-ft
Job Name and # 78 Church Street #2022062
Minimum Runoff Reduction Volume
10/12/2023
RRv = [(P)(Rv*)(Ai)]/12
Where:
Ai = (S)(Aic)
Rv = 0.05 + 0.009(I) where I is 100% impervious
Ai = impervious cover targeted for runoff reduction
Aic = Total area of new impervious cover
P = 90% rainfall (see Figure 4.1 in NYS Stormwater Management Design Manual)
S = Hydrologic Soil Group (HSG) Specific Reduction Factor (S)
A=0.55, B=0.40, C=0.30, D=0.20
S (HSG A) 0.55
Aic 0.48 acres
Rv 0.95
90% Rainfall 1.15
Ai 0.266
RRv =0.024 acre feet = 1,057 ft3
Extensive Green Roof Worksheet
Catchment
Number Total Area Impervious
Area
Percent
Impervious Rv WQv Precipitation Description
(Acres) (Acres) %(ft 3 )(in)
1 0.14 0.14 100% 0.95 535 1.15 0
AGR 3060 ft 2
DSM 0.25 ft
DDL 0.17 ft
DP 0.08 ft
nSM 20%
nDL 25%
VSM 153 ft 3
VDL 130 ft 3
254 ft 3
537 ft 3
535 ft3
Enter Site Data For Drainage Area to be Treated by Practice
WQv ≤ VSM + VDL + (DP x AGR) VSM = AGR x DSM x nSM VDL = AGR x DDL x nDL
Enter Parameters for Proposed Green Roof
Calculations
Green Roof Surface Area
Depth of Soil Media
Depth of Drainage Layer
Depth of Ponding Above Surface
Porosity of the Soil Media
Porosity of the Drainage Layer
Notes
0.25‐0.5
Max 20%
Max 25%
Volume Provided In Soil Media
Volume Provided In Drainage Layer
Storage Volume Provided in Green Roof
Volume in Ponding Layer
Runoff Reduction
Appendix C
SWPPP Inspection Form
78 Church Street Redevelopment
WEEKLY SWPPP INSPECTION REPORT
Inspector Name: Date:
Signature (required): Time:
Weather: Inspection #:
Soil Conditions (dry, saturated, etc):
Note: Digital photos, with date stamp required for all practices requiring corrective action, before and
after, to be attached to the inspection report.
YES NO N/A
1. Routine Inspection. Date of last inspection:
2.
Inspection following rain event. Date/time of storm ending:
Rainfall amount:
Recorded by:
3. Is this a final site inspection?
4.
Has site undergone final stabilization?
If so, have all temporary erosion and sediment controls been removed?
Site Disturbance (Indicate Locations on Plan)
YES NO N/A
1. Areas previously disturbed, but have not undergone active site work in the last 14 days?
2. Areas disturbed within last 14 days?
3. Areas expected to be disturbed in next 14 days?
4. Do areas of steep slopes or complex stabilization issues exist?
If “YES” explain:
5. Are there currently more than 5 acres of disturbed soil at the site? If so make sure there is an
approval letter from NYS DEC.
Additional Comments:
Inspection of Erosion and Sediment Control Devices
Type of Control Device Accumulation (if any) in %Repairs/Maintenance Needed
1.
2.
3.
4.
5.
6.
Stabilization/Runoff
YES NO N/A
1. Are all existing disturbed areas contained by control devices? Type of devices:
2. Are there areas that require stabilization within the next 14 days? Specify Area:
3. Have stabilization measures been initiated in inactive areas?
4. Is there current snow cover or frozen ground conditions?
5. Rills or gullies?
6. Slumping/deposition?
7. Loss of vegetation?
8. Lack of germination?
9. Loss of mulching?
Receiving Structures/Water Bodies (Indicate locations where runoff leaves the project site on the site plan)
YES NO N/A
1. Surface water swale or natural surface waterbody?
If natural waterbody:
Is waterbody located onsite, or adjacent to property boundary?
Description of condition:
2. Municipal or community system?
Inspect locations where runoff from project site enters the receiving waters and indicate if there is
evidence of:
a. Rills or gullies?
b. Slumping/deposition?
c. Loss of vegetation?
d. Undermining of structures?
e. Was there a discharge into the receiving water on the day of inspection?
f. Is there evidence of turbidity, sedimentation, or oil in the receiving waters?
Additional Comments:
Inspection of Post-Construction Stormwater Management Control Devices
Type of Control Device Phase of Construction Repairs/Maintenance Needed
1.
2.
3.
4.
General Site Condition
YES NO N/A
1. Have action items from previous reports been addressed?
2. Does routine maintenance of protection components occur on a regular basis?
3. Does cleaning and/or sweeping affected roadways occur, at minimum, daily?
4. Is debris and litter removed on a monthly basis, or as necessary?
5. Is the site maintained in an orderly manner?
Describe the condition of all natural waterbodies within or adjacent to the project that receive runoff from the site:
Contractors progress over last 7 days:
Anticipated work to be begun in the next 7 days:
Additional Comments:
Visual Observations
YES NO N/A
1. All erosion and sediment control measures have been installed/constructed?
2. All erosion and sediment control measures are being maintained properly?
SUMMARY OF ACTION ITEMS TO REPAIR/REPLACE/MAINTAIN/CORRECT DEFICIENCIES
Action Reported To (no signature required):
Company:
Appendix D
Other SWPPP Forms
Construction Sequence
SWPPP Plan Changes
Spill Response Form
The operator shall prepare a summary of construction status using the Construction
Sequence Form below once every month. Significant deviations to the sequence and
reasons for those deviations (i.e. weather, subcontractor availability, etc.), shall be
noted by the contractor. The schedule shall be used to record the dates for initiation of
construction, implementation of erosion control measures, stabilization, etc. A copy of
this table will be maintained at the construction site and updated in addition to the
individual Inspection Reports completed for each inspection.
Construction Sequence Form
Construction Activities
(Identify name of planned practices) Date
Complete
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
STORM WATER POLLUTION PREVENTION PLAN
PLAN CHANGES, AUTHORIZATION, AND CHANGE CERTIFICATION
CHANGES REQUIRED TO THE POLLUTION PREVENTION PLAN:
REASONS FOR CHANGES:
REQUESTED BY: _________________________
DATE: _________________________
AUTHORIZED BY: _________________________
DATE: _________________________
CERTIFICATION OF CHANGES:
I certify under penalty of law that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gathered and evaluated the information submitted. Based
on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the
best of my knowledge and belief, true, accurate, and complete. I am aware that false
statements made herein are punishable as a Class A misdemeanor pursuant to Section
210.45 of the penal code.
SIGNATURE:
DATE:
SPILL RESPONSE REPORT
Within 1 hour of a spill discovery less than 2 gallons in volume the following must be
notified:
Tony Bonacio
(518)584-9007
Within 1 hour of a spill discovery greater than 2 gallons the following must be notified:
Tony Bonacio
NYSDEC Spill Response Hotline 1-800-457-7362
Spill Response Contractor
Material Spilled:
Approximate Volume:
Location:
Distance to nearest down gradient drainage:
Distance to nearest down gradient open water:
Temporary control measures in place: