A. 
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) 
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) 
All stormwater management data must be prepared and sealed by individuals registered in New York State to perform such duties.
B. 
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. 
The existing environmental and hydrologic conditions of the site and of receiving waters and wetlands shall be described in detail, including the following:
(1) 
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) 
The flow rate of stormwater runoff under existing conditions.
(3) 
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) 
Groundwater levels from readily available data sources.
(5) 
The location of floodplains.
(6) 
Land cover.
(7) 
Topography at two-foot contour intervals.
(8) 
Soils, including erodibility, percolation rate, depth to groundwater and depth to bedrock, etc.
D. 
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) 
Changes in topography, with all grading shown with two-foot contour intervals or less;
(2) 
Limits of proposed disturbed area;
(3) 
Proposed ground coverage, i.e. pavement, gravel, houses, buildings, lawns, etc. and their areas;
(4) 
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) 
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) 
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) 
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) 
A site map/construction drawing(s) specifying the locations(s), size(s) and length(s) of each erosion and sediment control practice;
(9) 
Dimensions, material specifications and installation details for all erosion and sediment control practices, including the siting and sizing of any temporary sediment basins;
(10) 
Temporary practices that will be converted to permanent control measures;
(11) 
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) 
Maintenance schedule to ensure continuous and effective operation of the erosion and sediment control practice;
(13) 
Name(s) of the receiving water(s);
(14) 
Delineation of SWPPP implementation responsibilities for each part of the site;
(15) 
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) 
Any existing data that describes the stormwater runoff at the site.
E. 
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) 
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) 
Detention, retention and/or infiltration structures, including plans for the discharge of contained waters, maintenance plans.
(3) 
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) 
All plans, with defined subcatchment areas, and profiles of the proposed drainage facilities, including the size and type of material.
(5) 
Erosion control plans for all development activities.
(6) 
All calculations and design information in accordance with the design section of these regulations.
(7) 
General specifications for the construction of all components of the drainage system.
(8) 
Any other information which the Town Engineer or his designated representative believes is reasonably necessary for evaluation of the plans.
[Amended 9-26-2024 by L.L. No. 8-2024]
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. 
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. 
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. 
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. 
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. 
For pre-development computations, all runoff coefficients within the study area shall be based on actual (present) land use conditions.
F. 
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. 
Retention/detention basins shall be designed to safely discharge the peak discharge from the post-development 100-year storm frequency event through an emergency spillway with principal spillway not accessible in a manner which will not damage the integrity of the basin or cause damage to adjoining properties.
H. 
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. 
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. 
Retention/detention basins which are designed with a dam shall incorporate the following minimum standards:
(1) 
The maximum water depth shall not exceed 10 feet unless approved by waiver of the Town Board.
(2) 
The minimum top width of dams shall be eight feet.
(3) 
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) 
Basins without restricted access shall have impoundment areas with side slopes no greater than five feet horizontal on one foot vertical.
(5) 
A cutoff trench of impervious material shall be provided under all dams.
(6) 
All pipes and culverts through dams shall have properly spaced cutoff collars or factory welded antiseep collars.
(7) 
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) 
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. 
Runoff calculations for stormwater management facilities shall be based upon the following methods:
(1) 
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) 
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) 
Other standard engineering models with approval of the Town Engineer.
(4) 
Stormwater runoff shall be based on the following twenty-four-hour storm events with a distribution curve in compliance with NYSDEC SPDES Permit # GP-0-20-001 or as amended and revised:
(a) 
NYSDEC 2015 Stormwater Design Manual or as amended and revised.
(b) 
Cornell Education Extreme Participation.
(c) 
National Oceanic and Atmospheric Administration (NOAA) precipitation data.
(5) 
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. 
The design plan and construction schedule shall incorporate measures to minimize soil erosion and sedimentation.
M. 
Consideration shall be given to the relationship of the subject property to the drainage pattern of the watershed.
N. 
Stormwater shall not be transferred from one watershed to another unless one of the following shall apply:
(1) 
The watersheds are subwatersheds of a common watershed which join together within the perimeter of the property.
(2) 
The effect of the transfer does not alter the peak discharge onto adjacent lands, watercourse or water bodies at any point.
(3) 
Easements from the affected landowners are provided.
O. 
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) 
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) 
New York Standards and Specifications for Erosion and Sediment Control, (Empire State Chapter of the Soil and Water Conservation Society, 2016, most current version or its successor, hereafter referred to as the "Erosion Control Manual").
P. 
Technical standards.
(1) 
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) 
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) 
The "n" factor for concrete pipe shall be 0.013.
(4) 
The "n" factor for polyethylene pipe shall be 0.010 for smooth interior pipe and 0.019 for corrugated interior pipe.
(5) 
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) 
Catch basins shall be designed with a sump of 16 inches.
(7) 
Catch basin inlet capacity shall be based on design data provided by the manufacturer.
(8) 
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) 
A tabulation of flows through all drainage systems shall be submitted with the plans.
(10) 
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) 
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. 
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. 
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. 
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. 
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. 
Drainage facilities not located within public rights-of-way shall be located within easements.
V. 
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. 
Stormwater management facilities shall not be constructed within or discharge to NYDEC-regulated wetland areas, wetland buffer areas or water bodies unless either:
(1) 
The appropriate permits from applicable regulatory agencies have been obtained; or
(2) 
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. 
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. 
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. 
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. 
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. 
Maintain the existing hydraulic and characteristics of the watershed.
C. 
Protect the quality of ground and surface waters.
D. 
Protect groundwater levels.
E. 
Protect the beneficial functioning of wetlands as areas for the natural storage of surface waters and the chemical reduction and assimilation of pollutants.
F. 
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. 
Minimize injury to flora and fauna and adverse impacts to fish and wildlife habitat.
H. 
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. 
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. 
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. 
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. 
The plans shall clearly indicate who has the right of access and the responsibility of maintenance for all facilities.
[Amended 9-26-2024 by L.L. No. 8-2024]
A. 
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. 
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. The foregoing Subsections A and B shall be memorialized in a Stormwater Control Facility Maintenance Agreement which shall include all other terms deemed appropriate to the Town.
C. 
Improvements may become part of a drainage district with approval by the Town Board in accordance with Town Law Article 12 or 12-A.
[Amended 9-26-2024 by L.L. No. 8-2024]
A. 
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) 
Storm drainage systems, including but not limited to catch basins, manholes, pipes, swales, basins, infiltration systems.
(2) 
Erosion and sediment control, including grading and stabilization.
(3) 
As-built or record drawings.
(4) 
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. 
Performance security. A performance security (form to be approved by the Town Attorney) 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) 
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) 
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) 
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) 
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.
[Amended 8-26-2021 by L.L. No. 6-2021; 9-26-2024 by L.L. No. 8-2024]
A. 
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. 
The application fee is to be paid at the time the SWPPP or application for waiver is submitted.
C. 
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. 
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. 
The SWPPP must meet all of the requirements as specified in these regulations and the NYSDEC Design Manual in order to be approved.
F. 
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) 
Initial inspection prior to approval of the SWPPP (this inspection is at the discretion of the Town Engineer).
(2) 
Construction inspection to be made during construction.
(3) 
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.
(4) 
GPS coordinates and associated information for all stormwater devices, structures, and conveyance systems, as required by the NYSDEC Municipal Separate Storm Sewer Systems (MS4's) Permit # GP-0-24-001 as revised and amended will be obtained by the Town and/or Town Engineers Office for incorporation into the Towns MS4 mapping. The cost for this will be the responsibility of the owner/applicant/developer and will be charged to the construction inspection escrow established with the Town.
G. 
Construction inspections.
(1) 
Erosion and sediment control inspection.
(a) 
The owner/applicant/developer of the approved project will perform construction inspections in accordance with the requirements of the NYSDEC SPDES general permit for construction GP-0-20-001 as amended or revised. Electronic copies of these reports will be submitted to the Town within five business days of inspection.
(b) 
The Town of Wallkill Stormwater Management Officer will require minimum monthly MS4 construction inspections on active construction sites that have obtained coverage under NYSDEC SPDES general permit for construction activities GP-0-20-001 as revised or amended. More frequent inspections may be required for projects disturbing greater than five acres and/or with projects with violations of the Towns Stormwater Management Code. The cost for these inspections will be the responsibility of the owner/applicant/developer and will be charged to the construction inspection escrow established with the Town 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.
(c) 
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) 
Inspection and subsequent reporting requirements associated with privately owned/maintained stormwater facilities will be the responsibility of the property owner and be in accordance with the executed Stormwater Control Facility Maintenance Agreement associated with the facilities. MS4 inspections of the privately owned/maintained facilities, 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.
(3) 
Submission of reports. The Town of Wallkill Stormwater Management Officer will require submission of reports from entities subject to this chapter in conformance with the requirements of the Stormwater Control Facility Maintenance Agreement as well as the 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.
(4) 
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(2).
H. 
Maintenance during construction.
(1) 
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%.
(2) 
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 and submitted in conformance with the requirements of this chapter.
I. 
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) 
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) 
Written procedures for operation and maintenance and training new maintenance personnel.
(3) 
Discharges from the SMP shall not exceed design criteria or cause or contribute to water quality standard violations.
J. 
Maintenance agreements. The Town of Wallkill has approved 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 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.
K. 
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) 
The name and address of the landowner, developer or applicant;
(2) 
The address, when available, or a description of the building, structure or land upon which the violation is occurring;
(3) 
A statement specifying the nature of the violation;
(4) 
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) 
A statement of the penalty or penalties that shall be assessed against the person to whom the notice of violation is directed;
(6) 
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. 
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. 
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. 
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. 
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. 
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. 
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.