A.Â
It is the responsibility of an applicant to include in the SWPPP
sufficient information for the Town Engineer or his designee to evaluate
the environmental characteristics of the affected areas, the potential
and predicted impacts of the proposed activity on public waters and
adjacent lands and the effectiveness and acceptability of those measures
proposed by the applicant for reducing adverse impacts. The SWPPP
shall contain all material necessary to communicate the information
required by this section.
(1)Â
All calculations, assumptions, criteria and references used in the
design of new facilities, examination of existing facilities and comparison
of pre- to post-development discharges shall be included with the
plan.
(2)Â
All stormwater management data must be prepared and sealed by individuals
registered in New York State to perform such duties.
B.Â
The SWPPP shall contain the name, address and telephone number of
the owner and the developer. In addition, the legal description of
the property shall be provided, and its location with reference to
such landmarks as major water bodies, adjoining roads, railroads,
subdivisions or other municipalities shall be clearly identified by
a map.
C.Â
The existing environmental and hydrologic conditions of the site
and of receiving waters and wetlands shall be described in detail,
including the following:
(1)Â
A plan showing the predevelopment conditions of the site at a scale
of at least one inch equals 50 feet and a map at a scale of at least
one inch equals 500 feet which shows all contributory drainage areas
to the study point.
(2)Â
The flow rate of stormwater runoff under existing conditions.
(3)Â
A description of all watercourses, water bodies and wetlands on or
adjacent to the site or into which the stormwater flows. Information
regarding the existing water quality, if any, and the receiving water
quality classification as determined by the NYSDEC shall be included.
(4)Â
Groundwater levels from readily available data sources.
(5)Â
The location of floodplains.
(6)Â
Land cover.
(7)Â
Topography at two-foot contour intervals.
(8)Â
Soils, including erodibility, percolation rate, depth to groundwater
and depth to bedrock, etc.
D.Â
Proposed alterations of the site shall be described in detail and
shown on plans at a scale of at least one inch equals 50 feet, including:
(1)Â
Changes in topography, with all grading shown with two-foot contour
intervals or less;
(2)Â
Limits of proposed disturbed area;
(3)Â
Proposed ground coverage, i.e. pavement, gravel, houses, buildings,
lawns, etc. and their areas;
(4)Â
Construction phasing plan describing the intended sequence of construction
activities, including clearing and grubbing, excavation and grading,
utility and infrastructure installation and any other activity at
the site that results in soil disturbance. Consistent with the New
York Standards and Specifications for Erosion and Sediment Control
(Erosion Control Manual), not more than five acres shall be disturbed
at any one time unless pursuant to an approved SWPPP;
(5)Â
Description of the pollution prevention measures that will be used
to control litter, construction chemicals and construction debris
from becoming a pollutant source in stormwater runoff;
(6)Â
Description of construction and waste materials expected to be stored
on site with updates as appropriate, and a description of controls
to reduce pollutants from these materials, including storage practices
to minimize exposure of the materials to stormwater, and spill prevention
and response;
(7)Â
Temporary and permanent structural and vegetative measures to be
used for soil stabilization, runoff control and sediment control for
each stage of the project from initial land clearing and grubbing
to project close-out;
(8)Â
A site map/construction drawing(s) specifying the locations(s), size(s)
and length(s) of each erosion and sediment control practice;
(9)Â
Dimensions, material specifications and installation details for
all erosion and sediment control practices, including the siting and
sizing of any temporary sediment basins;
(10)Â
Temporary practices that will be converted to permanent control
measures;
(11)Â
Implementation schedule for tagging temporary erosion and sediment
control practices, including the timing of initial placement and duration
that each practice should remain in place;
(12)Â
Maintenance schedule to ensure continuous and effective operation
of the erosion and sediment control practice;
(13)Â
Name(s) of the receiving water(s);
(14)Â
Delineation of SWPPP implementation responsibilities for each
part of the site;
(15)Â
Description of structural practices designed to divert flows
from exposed soils, store flows, or otherwise limit runoff and the
discharge of pollutant from exposed areas of the site to the degree
attainable; and
(16)Â
Any existing data that describes the stormwater runoff at the
site.
E.Â
All components of the drainage system and any measures for the detention,
retention or infiltration of water or for the protection of water
quality shall be described in detail, including:
(1)Â
The channel, direction, flow rate and quality of stormwater that
will be conveyed from and/or through the site, with a comparison to
the existing conditions. (In no case will any facility or construction
be allowed that raises the existing water surface elevation on upstream
or downstream properties, unless specifically agreed to by those property
owners.)
(2)Â
Detention, retention and/or infiltration structures, including plans
for the discharge of contained waters, maintenance plans.
(3)Â
A tabulation of water quality volumes and storage, discharge curves
with corresponding water surface elevations, inflow hydrographs, outflow
hydrographs and dewatering/infiltration times will be required to
be submitted with all detention, retention and infiltration facilities.
(4)Â
All plans, with defined subcatchment areas, and profiles of the proposed
drainage facilities, including the size and type of material.
(5)Â
Erosion control plans for all development activities.
(6)Â
All calculations and design information in accordance with the design
section of these regulations.
(7)Â
General specifications for the construction of all components of
the drainage system.
(8)Â
Any other information which the Town Engineer or his designated representative
believes is reasonably necessary for evaluation of the plans.
To ensure attainment of the objectives of these regulations
and to ensure that performance standards will be met, the design,
construction and maintenance of drainage systems shall be consistent
with the following standards:
A.Â
In the interest of reducing the total area of impervious surface,
preserving existing features, which are critical to stormwater management,
and reducing the concentration of stormwater flow, maximum use shall
be made of existing on-site natural and man-made stormwater management
facilities.
B.Â
Innovative stormwater management facilities may be proposed (e.g.,
rooftop storage, underground storage structures and infiltration systems),
provided that they are accompanied by detailed engineering plans and
demonstrate performance capabilities that are acceptable to the Town
Engineer.
C.Â
Stormwater management facilities shall be provided so the peak discharge
of the calculated post-development runoff to an adjacent property,
watercourse or water body does not exceed the peak discharge of the
pre-development runoff. Point discharge of stormwater runoff to an
adjacent property, watercourse or water body will not be allowed in
the post-development design if one did not exist in the predevelopment
condition. Point discharge is required to be returned to sheet flow,
or an easement will be required to be obtained from the adjoining
property owner if this condition cannot be met.
D.Â
Runoff calculations for the pre-development and post-development
comparison shall consider the one-year, ten-year, twenty-five-year,
and one-hundred-year storm frequencies.
E.Â
For pre-development computations, all runoff coefficients within
the study area shall be based on actual (present) land use conditions.
F.Â
Retention and detention basins in compliance with NYSDEC standards
and guidelines and other approved alternatives shall be used to retain
and detain the increased and accelerated runoff and reduce pollutants
in runoff which the development generates. Water shall be released
from these areas at a rate equal to or less than the pre-development
conditions of the storm event. Measures shall be taken to protect
the outfall area from erosion. Water quality volume shall be addressed
by any proposed post-development design.
G.Â
Retention/detention basins shall be designed to safely discharge
the peak discharge from the post-development one-hundred-year storm
frequency event through an emergency spillway in a manner which will
not damage the integrity of the basin or cause damage to adjoining
properties.
H.Â
Retention/detention basins shall be landscaped in accordance with
current engineering practices and in accordance with the New York
Standards and Specifications for Erosion and Sediment Control, year
of latest revisions.
I.Â
Retention/detention basins which may be used to collect sediment
during construction operations must have all sediment removed at any
time that it is at 60% of its original capacity. Upon completion of
all construction, any sediment in the basin must be removed, and the
basin shall be reshaped to the design dimensions and stabilized. A
maintenance schedule must be provided that indicates how often the
basin is to be cleaned thereafter and who is responsible for cleaning
it.
J.Â
Retention/detention basins which are designed with a dam shall incorporate
the following minimum standards:
(1)Â
The maximum water depth shall not exceed 10 feet unless approved
by waiver of the Town Board.
(2)Â
The minimum top width of dams shall be eight feet.
(3)Â
The side slopes of earth fill dams shall not be steeper than three
feet horizontal to one foot vertical on the downstream side of the
embankment.
(4)Â
Basins without restricted access shall have impoundment areas with
side slopes no greater than five feet horizontal on one foot vertical.
(5)Â
A cutoff trench of impervious material shall be provided under all
dams.
(6)Â
All pipes and culverts through dams shall have properly spaced cutoff
collars or factory welded antiseep collars.
(7)Â
A minimum of one foot freeboard, computed from the maximum water
surface elevation during the one-hundred-year storm event, shall be
provided in all basins.
(8)Â
The minimum floor elevation of all structures that would be affected
by a basin or other water impoundments or open conveyance systems
where ponding may occur shall be two feet above the one-hundred-year
water surface elevation.
K.Â
Runoff calculations for stormwater management facilities shall be
based upon the following methods:
(1)Â
SCS TR-20 (latest revision) is the recommended and preferred method
for the study of watersheds with a drainage area greater than 100
acres. SCS TR-20 or SCS TR-55 Tabular Hydrograph Method (latest revision)
may be used for the study of watersheds with a drainage area greater
than 200 acres.
(2)Â
SCS TR-55 Graphical Peak Method (latest revision) may be used in
lieu of the Tabular Hydrograph Method for sizing conveyance systems
or checking peak flows only. It shall not be used for basin muting
or subarea routing as it does not provide an adequate hydrograph.
(3)Â
Other standard engineering models with approval of the Town Engineer.
(4)Â
Stormwater runoff shall be based on the following twenty-four-hour
storm events with a Type III distribution:
Storm Event
|
Inches of Rainfall
| |
---|---|---|
1-year
|
2.9
| |
10-year
|
5.5
| |
100-year
|
8.0
| |
Source: SCS Technical Release 55 (year of latest revision).
|
(5)Â
Use of other criteria, assumptions, references, calculation methods
and computer programs may be utilized, provided that detailed design
information and programming, with references, are submitted to and
found acceptable by the Town Engineer prior to submission of the SWPPP.
L.Â
The design plan and construction schedule shall incorporate measures
to minimize soil erosion and sedimentation.
M.Â
Consideration shall be given to the relationship of the subject property
to the drainage pattern of the watershed.
N.Â
Stormwater shall not be transferred from one watershed to another
unless one of the following shall apply:
(1)Â
The watersheds are subwatersheds of a common watershed which join
together within the perimeter of the property.
(2)Â
The effect of the transfer does not alter the peak discharge onto
adjacent lands, watercourse or water bodies at any point.
(3)Â
Easements from the affected landowners are provided.
O.Â
Technical references. For the purpose of this chapter, the following
documents shall serve as the official guides and specifications for
stormwater management. Stormwater management practices that are designed
and constructed in accordance with these technical documents shall
be presumed to meet the standards imposed by this chapter:
(1)Â
The New York State Stormwater Management Design Manual (New York
State Department of Environmental Conservation, most current version
or its successor, hereafter referred to as the "Design Manual").
(2)Â
New York Standards and Specifications for Erosion and Sediment Control,
(Empire State Chapter of the Soil and Water Conservation Society,
2004, most current version or its successor, hereafter referred to
as the "Erosion Control Manual").
P.Â
Technical standards.
(1)Â
For all swales and gutters, the Manning's roughness coefficient "n"
factors used to determine capacity and velocity shall be based on
accepted engineering practices.
(2)Â
Corrugated metal pipe will not be allowed to be used in any drainage
system or facility without the approval of the Town Superintendent
of Highways and the Town Engineer. If allowed, corrugated metal pipe
shall be fully asphalt coated with paved inverts, and the "n" factor
shall be 0.022 for annular pipe and 0.017 for helical pipe.
(3)Â
The "n" factor for concrete pipe shall be 0.013.
(4)Â
The "n" factor for polyethylene pipe shall be 0.010 for smooth interior
pipe and 0.019 for corrugated interior pipe.
(5)Â
Manufacturer's specifications may be submitted to the Town Engineer
for acceptance if other types of pipes or sizes of pipes indicate
that another value of "n" should be used.
(6)Â
Catch basins shall be designed with a sump of 16 inches.
(7)Â
Catch basin inlet capacity shall be based on design data provided
by the manufacturer.
(8)Â
Any existing drainage structures within 200 feet of the subdivision/site
shall be included in the SWPPP. Structures that convey streams shall
be checked to determine if they have the capacity to carry the fifty-year
storm flows, and all other structures shall be checked for capacity
to carry the twenty-five-year storm flows.
(9)Â
A tabulation of flows through all drainage systems shall be submitted
with the plans.
(10)Â
Culvert design shall consider inlet/outlet control at each structure
or hydraulic losses shall be calculated through the system. These
calculations are to be submitted as part of the plans. At a minimum,
when pipe sizes change, the tops of the pipes shall match in elevation.
(11)Â
All culverts having diameters of 24 inches to 48 inches shall
have a removable inlet grating of five-eighths-inch-diameter (minimum)
reinforcing bars spaced approximately six inches on center. All design
calculations are to reflect this inlet control condition.
Q.Â
Catch basins shall be located in the swale along open-section roadways.
The calculated depth of flow in the swale shall not exceed l/2 of
the total depth of the swale before placing a catch basin. The catch
basin shall be capable of accepting 100% of the flow in the swale,
based on a twenty-five-year-return-frequency storm event. On closed-section
roadways, catch basins shall be located along the curbline and are
not permitted along the curb radius at intersections. For the purpose
of catch basin placement, the depth of flow along the curb and across
intersections shall not exceed two inches.
R.Â
Manholes and catch basins shall not be spaced more than 300 feet
apart. Structures shall be placed at all points of changes in horizontal
or vertical direction.
S.Â
Stormwater collection systems shall have a minimum diameter of 15
inches and shall be designed to have a minimum velocity of three feet
per second. However, at the terminus of the system, the flow velocity
at the discharge point shall not exceed four feet per second prior
to the flow entering a natural watercourse, water body or adjacent
property.
T.Â
The maximum swale, gutter or curb velocity of stormwater runoff shall
be maintained at levels which result in a stable condition both during
and after construction. Swales shall be designed and stabilized in
accordance with New York Standards and Specifications for Erosion
Control, year of latest revision. Swales shall be designed to allow
for infiltration of stormwater runoff and removal of pollutants from
the runoff whenever possible. This can be accomplished by keeping
the swale at as flat a slope as possible, stabilizing the swale with
a water-tolerant erosion-resistant grass that will not be mowed close
to the ground, increasing the percolation ability of the swale by
tilling the soil before establishing vegetative cover and installing
check dams with riprap on the downstream side to prevent scouring.
U.Â
Drainage facilities not located within public rights-of-way shall
be located within easements.
V.Â
When plan applications are submitted in sections, each section shall
control stormwater runoff and sedimentation as though it were a separate
entity. If temporary facilities are required for construction of a
section, they shall meet all of the requirements of these regulations.
A construction or phasing schedule shall be submitted with each plan
and shall demonstrate the methods to be used to minimize stormwater
runoff and soil erosion and sedimentation.
W.Â
Stormwater management facilities shall not be constructed within
or discharge to NYDEC-regulated wetland areas, wetland buffer areas
or water bodies unless either:
(1)Â
The appropriate permits from applicable regulatory agencies have
been obtained; or
(2)Â
A letter from said agencies has been obtained stating that a permit
is not required for the proposed work. Copies of the permits or letters
shall be submitted to the Town Planning Board for review by the Town
Engineer prior to the final approval of the plan.
X.Â
Individual lots, buildings and dwellings shall be provided with drainage
facilities to assure proper runoff from roofs, driveways, paved areas
and footing drains. Footing drains shall discharge to free-flowing
outlets. The installation of such facilities shall be in accordance
with these regulations and the Town of Wallkill Road Specifications
and are required prior to the issuance of a certificate of occupancy.
Y.Â
Any land development activity shall not cause an increase in turbidity
that will result in substantial visible contrast to natural conditions
in surface waters of the State of New York.
Z.Â
Stormwater discharges should be consistent with the thermal criteria
found in Part 704 of the Water Quality Regulations, Title 6, Chapter
X, New York State Codes, Rules and Regulations.
SWPPPs must demonstrate that the proposed development or activity
has been planned and designed and will be constructed and maintained
to meet each of the following standards:
A.Â
Ensure that after development, runoff from the site maintains the
rate of flow and quality of runoff that would have occurred following
the same rainfall under existing conditions.
B.Â
Maintain the existing hydraulic and characteristics of the watershed.
C.Â
Protect the quality of ground and surface waters.
D.Â
Protect groundwater levels.
E.Â
Protect the beneficial functioning of wetlands as areas for the natural
storage of surface waters and the chemical reduction and assimilation
of pollutants.
F.Â
Prevent increased flooding and damage that result from improper location,
construction and design of structures in areas which are presently
subject to an unacceptable danger of flooding.
G.Â
Minimize injury to flora and fauna and adverse impacts to fish and
wildlife habitat.
H.Â
Otherwise further the objectives of these regulations.
The applicant shall reserve easements or drainage rights-of-way
within the subdivision where stormwater or surface water drainage
facilities are existing or proposed, whether man-made or natural.
The easement shall conform as closely as possible to the lines of
such course and shall also meet the following criteria:
A.Â
Easements shall have a minimum width of 20 feet and shall be adequately
designed to provide area for the collection and discharge of water,
the maintenance and repair of the facility and the passage of equipment
for such work.
B.Â
In the case of streams or open-channel drainage, the easement shall
encompass the one-hundred-year storm event or the flood of record,
plus one foot freeboard above that elevation. Calculations acceptable
to the Town Engineer supporting those elevations shall be submitted
with the plans.
C.Â
When a proposed drainage system carries water onto adjacent lands
where no discharge point existed in the pre-developed condition, stormwater
will be returned to a sheet flow condition prior to exit from the
site or an easement must be obtained from the downstream property
owners(s).
D.Â
The plans shall clearly indicate who has the right of access and
the responsibility of maintenance for all facilities.
A.Â
It is the financial responsibility of the owner and subsequent landowners
to maintain the proposed stormwater management system as it was designed
and constructed. Good maintenance involves periodic cleaning and dredging
of pipes and basins and mowing and maintaining proper land cover.
A SWPPP cannot be approved by the Town Planning Board unless the applicant
can show that a financial mechanism will be established which ensures
that the owner and subsequent landowners have the financial ability
to maintain the stormwater management system. Should the owner propose
to transfer the ownership and management responsibility to a homeowners'
association, the subdivision covenants must indicate how the association
will bear the financial burden of maintaining the stormwater management
facilities. The Planning Board, at its discretion, may require that
a maintenance bond be posted to meet this obligation. The amount of
the bond shall be equal to the estimated cost of maintaining the system
for a period of five years.
B.Â
The systems maintained by the owner or homeowners' association shall
have adequate easements to permit the Town Engineer to inspect and,
if necessary, to take corrective measures should the owner fail to
properly maintain the system. Before taking corrective action, the
Town Board shall give the owner written notice of the nature of the
existing defects. If the owner fails within 30 days from the date
of notice to commence corrective action or to appeal the matter to
the Zoning Board of Appeals, the Town Board may take necessary corrective
action, the cost of which shall become a lien on the real property
until paid.
C.Â
Improvements may become part of a drainage district with approval
by the Town Board in accordance with Town Law Article 12 or 12-A.
A.Â
Improvements. The estimated costs of the following improvements,
where applicable, which are associated with the SWPPP are required
to be included in the amount of the performance security:
(1)Â
Storm drainage systems, including but not limited to catch basins,
manholes, pipes, swales, basins, infiltration systems.
(2)Â
Erosion and sediment control, including grading and stabilization.
(3)Â
As-built or record drawings.
(4)Â
Any other items which may be deemed to be required by the Town Engineer.
The applicant's engineer is to prepare the estimate and submit it
to the Town Engineer for review and recommendation to the Town Board.
B.Â
Performance security. A performance security shall be delivered to
the Town Clerk to guarantee to the Town that the developer will faithfully
cause to be constructed and completed within a reasonable time as
determined by the Planning Board the required public improvements.
Before the Planning Board grants final approval of the subdivision
plat or site plan, the applicant shall follow the procedure set forth
below:
(1)Â
In an amount set by the Town Board, the applicant shall either file
with the Town Clerk a certified check to cover the full cost of the
required improvements or an adequate and acceptable security issued
by a bank or surety company approved by the Town Board to cover the
full cost of the required improvements, or any combination thereof.
Any such security shall comply with the requirements of § 277
of the Town Law and, further, shall be satisfactory to the Town Board
and the Town Attorney as to form, sufficiency, manner of execution
and surety. A period of three years shall be set forth in the document
of surety within which required improvements must be completed. However,
the term of such performance security may be required to be extended
and the amount of the security increased by the Town Board if improvements
are not completed within the original term of the security.
(2)Â
The required improvements shall not be considered to be completed
until the installation of the improvements has been accepted by the
Town Engineer and any appropriate department head and as-built or
record drawings satisfactory to the Town Engineer have been submitted.
If the applicant elects to provide a security or certified check for
all required improvements as specified in Subsection B(l) above, such
security shall not be released until such as-built plans are submitted.
The Town shall release the security upon certification of the Town
Engineer and the Town Attorney that all requirements of the security
have been satisfied.
(3)Â
The applicant shall complete all required improvements or post the
required performance security, either or both to the satisfaction
of the Town Board, before any building permits shall be issued.
(4)Â
If the Planning Board shall decide at any time during the term of
performance that the extent of the building development that has taken
place is not sufficient to warrant all the improvements covered by
such performance security, or that required improvements have been
installed as provided in this section and by the Planning Board in
sufficient amount to warrant reduction in the face amount of said
security, or that the character and extent of such development required
additional improvements previously waived for a period stated at the
time of fixing the original terms of such security, the Town Board
may modify its requirements for any or all such improvements, and
the face value of such performance security shall thereupon be reduced
or increased by an appropriate amount so that the new face value will
cover the cost in full of the amended list of improvements required
by the Planning Board and any security deposited may be reduced or
increased proportionately.
A.Â
Any person planning a development as defined in these regulations,
unless exempted, shall submit a SWPPP to the Town Planning Board.
Developers and consultants are urged to discuss stormwater management
approaches for specific projects with the Planning Board prior to
submittal of preliminary plans.
B.Â
The application fee is to be paid at the time the SWPPP or application
for waiver is submitted.
C.Â
Charges for technical review of the SWPPP charged against the escrow
review; all charges must be paid by the applicant prior to final approval
of the plan.
D.Â
Within 62 days after submission of the completed SWPPP, the Town
Planning Board shall approve, with or without specified conditions
or modifications, or reject the plan and notify the applicant accordingly.
The Town Engineer or designate shall provide a written evaluation
of the applicant's submission. If the Planning Board has not rendered
a decision within 62 days after completed plan submittal, it shall
inform the applicant of the status of the review process and the anticipated
completion date. If the plan is rejected or modified, the Planning
Board shall state the reasons.
E.Â
The SWPPP must meet all of the requirements as specified in these
regulations in order to be approved.
F.Â
The SWPPP will not be approved unless adequate provisions have been
made for inspection of the property before any development activity
begins. The applicant shall arrange with the Town Engineer for scheduling
the following inspections:
(1)Â
Initial inspection prior to approval of the SWPPP (this inspection
is at the discretion of the Town Engineer).
(2)Â
Construction inspection to be made during construction of underground
drainage structures and during construction of any basin dams.
(3)Â
As-built inspection to be made when all work has been completed.
Although inspections will be made by the Town Engineer or his designate,
it is the responsibility of the applicant to provide certification
to the Town, in writing, with the as-built plans, that all work has
been completed in accordance with these regulations. The applicant
will be notified, in writing, of any deficiencies noted at the site.
These items shall be promptly corrected by the applicant or the applicant
will be subject to the penalty provisions of these regulations.
G.Â
Construction inspections.
(1)Â
Erosion and sediment control inspection.
(a)Â
The Town of Wallkill Stormwater Management Officer may require such inspections as necessary to determine compliance with this chapter, and related stormwater management provisions in Chapter 209, Subdivision of Land, and Chapter 249, Zoning (see Article XI, § 249-40, Site and development plan approval, and Article XVIIA, Stormwater Control), and may either approve that portion of the work completed or notify the applicant wherein the work fails to comply with the requirements of this chapter, and related stormwater management provisions in Chapter 209, Subdivision of Land, and Chapter 249, Zoning (see Article XI, § 249-40, Site and development plan approval, and Article XVIIA, Stormwater Control), and the stormwater pollution prevention plan (SWPPP) as approved. To obtain inspections, the applicant shall notify the Town of Wallkill enforcement official at least 48 hours before any of the following as required by the Stormwater Management Officer:
[1]Â
Start of construction;
[2]Â
Installation of sediment and erosion control measures;
[3]Â
Completion of site clearing;
[4]Â
Completion of rough grading;
[5]Â
Completion of final grading;
[6]Â
Close of the construction season;
[7]Â
Completion of final landscaping;
[8]Â
Successful establishment of landscaping in public areas.
(b)Â
If any violations are found, the applicant and developer shall
be notified in writing of the nature of the violation and the required
corrective actions. No further work shall be conducted, except for
site stabilization, until any violations are corrected and all work
previously completed has received approval by the Stormwater Management
Officer.
(2)Â
Stormwater management practice inspections. The Town of Wallkill
Stormwater Management Officer is responsible for conducting inspections
of stormwater management practices (SMPs). All applicants are required
to submit as-built plans for any stormwater management practices located
on site after final construction is completed. The plan must show
the final design specifications for all stormwater management facilities
and must be certified by a professional engineer.
(3)Â
Inspection of stormwater facilities after project completion. Inspection
programs shall be established on any reasonable basis, including,
but not limited to, routine inspections; random inspections; inspections
based upon complaints or other notice of possible violations; inspection
of drainage basins or areas identified as higher than typical sources
of sediment or other contaminants or pollutants; inspections of businesses
or industries of a type associated with higher-than-usual discharges
of contaminants or pollutants or with discharges of a type which are
more likely than the typical discharge to cause violations of state
or federal water or sediment quality standards or the SPDES stormwater
permit; and joint inspections with other agencies inspecting under
environmental or safety laws. Inspections may include, but are not
limited to, reviewing maintenance and repair records; sampling discharges,
surface water, groundwater, and material or water in drainage control
facilities; and evaluating the condition of drainage control facilities
and other stormwater management practices.
(4)Â
Submission of reports. The Town of Wallkill Stormwater Management Officer may require monitoring and reporting from entities subject to this chapter, and related stormwater management provisions in Chapter 209, Subdivision of Land, and Chapter 249, Zoning (see Article XI, § 249-40, Site and development plan approval, and Article XVIIA, Stormwater Control), as are necessary to determine compliance with said provisions.
(5)Â
Right of entry for inspection. When any new stormwater management facility is installed on private property or when any new connection is made between private property and the public stormwater system, the landowner shall grant to the Town of Wallkill the right to enter the property at reasonable times and in a reasonable manner for the purpose of inspection as specified in Subsection G(3).
H.Â
Maintenance during construction.
(1)Â
The applicant and/or developer of the land development activity shall
at all times comply and properly operate and maintain all facilities
and systems of treatment and control (and related appurtenances) which
are installed or used by the applicant and/or developer to achieve
compliance with the conditions of this chapter and the latest version
of the New York State Department of Environmental Conservation (NYSDEC)
State Pollutant Discharge Elimination System (SPDES) General Permit
for Stormwater Discharges from Construction Activity. Sediment shall
be removed from sediment traps or sediment ponds whenever their design
capacity has been reduced by 50%.
[Amended 8-26-2021 by L.L. No. 6-2021]
(2)Â
The applicant or developer or their representative shall be on site
at all times when construction or grading activity takes place and
shall document the effectiveness of all erosion and sediment control
practices. Inspection reports shall be completed every seven days.
More frequent inspections (two per week more than three days apart)
are required for sites which are approved to disturb greater than
five acres. The reports shall be delivered to the Stormwater Management
Officer and also copied to the site log book.
I.Â
Maintenance after construction. The owner or operator of permanent
stormwater management practices installed in accordance with this
chapter shall be operated and maintained to achieve the goals of this
chapter. Proper operation and maintenance also includes, as a minimum,
the following:
(1)Â
A preventive/corrective maintenance program for all critical facilities
and systems of treatment and control (or related appurtenances) which
are installed or used by the owner or operator to achieve the goals
of this chapter.
(2)Â
Written procedures for operation and maintenance and training new
maintenance personnel.
(3)Â
Discharges from the SMP shall not exceed design criteria or cause
or contribute to water quality standard violations.
J.Â
Maintenance agreements. The Town of Wallkill shall approve a formal
maintenance agreement for stormwater management facilities binding
on all subsequent landowners and recorded in the office of the County
Clerk as a deed restriction on the property prior to final plan approval.
The maintenance agreement shall be consistent with the terms and conditions
of Schedule B of this chapter entitled "Sample Stormwater Control
Facility Maintenance Agreement".[1] The Town of Wallkill, in lieu of a maintenance agreement,
at its sole discretion may accept dedication of any existing or future
stormwater management facility, provided that such facility meets
all the requirements of this chapter and includes adequate and perpetual
access and sufficient area, by easement or otherwise, for inspection
and regular maintenance.
[1]
Editor's Note: Said Schedule B is on file in the Town offices.
K.Â
Notice of violation. When the Town of Wallkill determines that a
land development activity is not being carried out in accordance with
the requirements of this chapter, it may issue a written notice of
violation to the landowner. The notice of violation shall contain:
(1)Â
The name and address of the landowner, developer or applicant;
(2)Â
The address, when available, or a description of the building, structure
or land upon which the violation is occurring;
(3)Â
A statement specifying the nature of the violation;
(4)Â
A description of the remedial measures necessary to bring the land
development activity into compliance with this chapter and a time
schedule for the completion of such remedial action;
(5)Â
A statement of the penalty or penalties that shall be assessed against
the person to whom the notice of violation is directed;
(6)Â
A statement that the determination of violation may be appealed to
the Town Board by filing a written notice of appeal within 15 days
of service of notice of violation.
L.Â
Stop-work orders. The Town of Wallkill may issue a stop-work order
for violations of this chapter. Persons receiving a stop-work order
shall be required to halt all land development activities, except
those activities that address the violations leading to the stop-work
order. The stop-work order shall be in effect until the Town of Wallkill
confirms that the land development activity is in compliance and the
violation has been satisfactorily addressed. Failure to address a
stop-work order in a timely manner may result in civil, criminal,
or monetary penalties in accordance with the enforcement measures
authorized in this chapter.
M.Â
Violations. Any land development activity that is commenced or is
conducted contrary to this chapter may be restrained by injunction
or otherwise abated in a manner provided by law.
N.Â
Penalties. In additional to or as an alternative to any penalty provided
herein or by law, any person who violates the provisions of this chapter
shall be guilty of a violation punishable by a fine not exceeding
$350 or imprisonment for a period not to exceed six months, or both,
for conviction of a first offense; for conviction of a second offense,
both of which were committed within a period of five years, punishable
by a fine not less than $350 nor more than $700 or imprisonment for
a period not to exceed six months, or both; and upon conviction for
a third or subsequent offense, all of which were committed within
a period of five years, punishable by a fine not less than $700 nor
more than $1,000 or imprisonment for a period not to exceed six months,
or both. However, for the purposes of conferring jurisdiction upon
courts and judicial officers generally, violations of this chapter
shall be deemed misdemeanors, and for such purpose only, all provisions
of law relating to misdemeanors shall apply to such violations. Each
week's continued violation shall constitute a separate additional
violation.
O.Â
Withholding of certificate of occupancy. If any building or land
development activity is installed or conducted in violation of this
chapter, the Stormwater Management Officer may prevent the occupancy
of said building or land.
P.Â
Restoration of land to stabilized condition. Any violator maybe required
to restore land to a stabilized condition. In the event that restoration
is not undertaken within a reasonable time after notice, the Town
of Wallkill may take necessary corrective action, and the violator
and landowner, if different, shall be jointly and severally liable
for the cost of such corrective action. If the cost of corrective
action is not paid within 60 days from the date upon which the corrective
action is complete, the Town Board may, at its sole discretion, charge
the costs of corrective action, including engineering and inspection
costs, against the real property by adding that charge to, and making
it a part of, the next annual real property tax assessment roll of
the Town. Such charges shall be levied and collected at the same time
and in the same manner as Town-assessed taxes and shall be paid to
the Town Comptroller, to be applied in reimbursing the fund from which
the costs of corrective action were made. Prior to charging such assessments,
the owner of the real property shall be provided written notice by
certified mail, return receipt requested, at the last known address
of record, of an opportunity to be heard and object before the Town
Board to the proposed real property assessment, at a date to be designated
in the notice, which shall be no less than 30 days after its mailing.
Q.Â
Fees for services. The Town of Wallkill may require any person undertaking
land development activities regulated by this chapter to pay reasonable
costs at prevailing rates of SWPPPs, inspections, or SMP maintenance
performed by the Town of Wallkill or performed by a third party for
the Town of Wallkill.