atista southeast dunkin’
TRANSCRIPT
©2017 Chazen Engineering, Land Surveying, & Landscape Architecture Co., D.P.C.
Stormwater Pollution Prevention Plan
Batista Southeast Dunkin’
1617 NYS Route 22 Town of Southeast
Putnam County, New York
February 4, 2019
Prepared for:
ECB Realty, LLC 28 Eagle Road
Danbury, CT 06810
ALL RIGHTS RESERVED. COPY OR REPRODUCTION OF THIS DRAWING OR DOCUMENT, OR ANY PORTION THEREOF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF CHAZEN ENGINEERING, LAND SURVEYING & LANDSCAPE ARCHITECTURE CO., D.P.C. IS PROHIBITED. THIS DRAWING OR DOCUMENT IS NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR ANY PURPOSE OTHER THAN THE SPECIFIC PROJECT, APPLICATION AND SITUATION FOR WHICH IT WAS INTENDED. ANY MODIFICATION OF THIS DRAWING OR DOCUMENT, OR ANY USE FOR ANY PROJECT, APPLICATION OR SITUATION OTHER THAN THAT FOR WHICH IT WAS INTENDED, WILL BE AT USER’S SOLE RISK AND WITHOUT LIABILITY TO CHAZEN ENGINEERING, LAND SURVEYING & LANDSCAPE ARCHITECTURE CO., D.P.C. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DRAWING OR DOCUMENT IN ANY WAY, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED DESIGN PROFESSIONAL (PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT). IF THIS DRAWING OR DOCUMENT IS ALTERED, THE ALTERING DESIGN PROFESSIONAL SHALL AFFIX TO THE DRAWING OR DOCUMENT HIS OR HER SEAL, THE NOTATION “ALTERED BY” FOLLOWED BY HIS OR HER SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
Stormwater Pollution Prevention Plan
Batista Southeast Dunkin’
1617 NYS Route 22 Town of Southeast
Putnam County, New York
February 4, 2019
Prepared by:
Chazen Engineering, Land Surveying & Landscape Architecture Co., D.P.C. 21 Fox Street Suite 201
Poughkeepsie, NY 12601 (845) 454-3980
Dutchess County Capital District North Country Central New York Nashville, TN (845) 454-3980 (518) 273-0055 (518) 812-0513 (315) 251-1013 (615) 380-1359
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PREPARER OF THE SWPPP
“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(s) 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 29.45 of the Penal Law.” Name1: Chris Lapine, PE Title: Director Date: February 4, 2019
1 This is a signature of a New York State licensed Professional Engineer employed by The Chazen Companies that is duly authorized to sign and seal Stormwater Pollution Prevention Plans (SWPPPs), NOIs, and NOTs prepared under their direct supervision. Refer to Appendix H for the Chazen Certifying Professionals Letter.
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TABLE OF CONTENTS
1.0 EXECUTIVE SUMMARY ..................................................................................................................... 1
1.1 Project Description..................................................................................................................... 1
1.2 Stormwater Pollution Controls .................................................................................................. 2
1.3 Conclusion .................................................................................................................................. 2
2.0 SWPPP IMPLEMENTATION RESPONSIBILITIES ................................................................................. 3
2.1 Definitions .................................................................................................................................. 3
2.2 Owner’s/Operator's Responsibilities ......................................................................................... 4
2.3 Owner’s/Operator’s Engineer’s Responsibilities ....................................................................... 6
2.4 Contractor's Responsibilities ...................................................................................................... 7
2.5 Qualified Inspector’s/Qualified Professional’s Responsibilities ................................................ 8
2.6 SWPPP Participants .................................................................................................................... 9
3.0 SITE CHARACTERISTICS .................................................................................................................. 10
3.1 Land Use and Topography ....................................................................................................... 10
3.2 Soils and Groundwater ............................................................................................................ 10
3.3 Watershed Designation ........................................................................................................... 11
3.4 Receiving Water Bodies ........................................................................................................... 11
3.5 Aquifer Designation ................................................................................................................. 11
3.6 Wetlands .................................................................................................................................. 11
3.7 Flood Plains .............................................................................................................................. 12
3.8 Listed, Endangered, or Threatened Species ............................................................................ 12
3.9 Historic Places .......................................................................................................................... 12
4.0 CONSTRUCTION SEQUENCE ........................................................................................................... 13
5.0 CONSTRUCTION-PHASE POLLUTION CONTROL ............................................................................. 14
5.1 Temporary Erosion and Sediment Control Measures .............................................................. 14
5.2 Permanent Erosion and Sediment Control Measures ............................................................. 16
5.3 Other Pollutant Controls .......................................................................................................... 17
5.4 Construction Housekeeping Practices ..................................................................................... 17
6.0 INSPECTIONS, MAINTENANCE, AND REPORTING .......................................................................... 20
6.1 Inspection and Maintenance Requirements ............................................................................ 20
6.2 Reporting Requirements .......................................................................................................... 22
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LIST OF TABLES
Table 1: USDA Soil Data .............................................................................................................................. 10
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APPENDICES
Appendix A: NYSDEC SPDES General Permit GP-0-15-002
Appendix B: NYSDEC Forms
• Notice of Intent (NOI)
• MS4 SWPPP Acceptance Form
• Notice of Termination (NOT)
Appendix C: Contractor and Subcontractor Certification Forms
Appendix D: SWPPP Inspection Report (Sample Form)
Appendix E: NYSDEC “Deep-Ripping and Decompaction,” April 2008
Appendix F: Post-Construction Inspections and Maintenance
Appendix G: Figures
• Figure 1: Site Location Map
• Figure 2: Soils Map
• Figure 3: Historic Places Screening Map
• Figure 4: Environmental Resource Map
• Figure 5: Erosion & Sediment Control Plan Prior to Construction
• Figure 6: Erosion & Sediment Control Plan During Construction
Appendix H: Chazen Certifying Professionals Letter
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1.0 EXECUTIVE SUMMARY
This Stormwater Pollution Prevention Plan (SWPPP) has been prepared for major activities associated with construction of Batista Southeast Dunkin’. This SWPPP includes the elements necessary to comply with the national baseline general permit for construction activities enacted by the U.S. Environmental Protection Agency (EPA) under the National Pollutant Discharge Elimination System (NPDES) program and all local governing agency requirements. This SWPPP must be implemented at the start of construction.
This SWPPP has been developed in accordance with the “New York State Department of Environmental Conservation (NYSDEC) State Pollution Discharge Elimination System (SPDES) General Permit for Stormwater Discharges from Construction Activity” General Permit Number GP-0-15-002, effective January 29, 2015 through January 28, 2020. The SWPPP and accompanying plans identify and detail stormwater management, pollution prevention, and erosion and sediment control measures necessary during and following completion of construction.
This SWPPP and the accompanying plans entitled “Engineering Plan Set” have been submitted as a set. These engineering drawings are considered an integral part of this SWPPP. Therefore, this SWPPP is not considered complete without them. References made herein to “the plans” or to a specific “sheet” refer to these drawings.
This report considers the impacts associated with the intended development with the purpose of:
1. Maintaining existing drainage patterns as much as possible while continuing the conveyance of upland watershed runoff;
2. Controlling increases in the rate of stormwater runoff resulting from the proposed development so as not to adversely alter downstream conditions; and
3. Mitigating potential stormwater quality impacts and preventing soil erosion and sedimentation resulting from stormwater runoff generated both during and after construction.
The analysis and design completed and documented in this report is intended to be part of the application made for a commercial, redevelopment project completed on behalf of the Owner.
1.1 Project Description
The Applicant, ECB Realty, LLC (Steven Batista), is proposing amendments to an approved site plan for a 0.92-acre parcel located at 1617 NYS Route 22 in the Town of Southeast, at the intersection of NYS Route 22 and NYS Route 312. The current applicant is proposing to construct a 2,400 square foot (SF) Dunkin’ (formerly known as Dunkin’ Donuts) with drive-thru on the site.
The 0.92-acre site is currently vacant, since a former gas station on the site has been removed by the previous applicant, and the site has been remediated to the satisfaction of NYSDEC. The 0.92-acre parcel is identified on the Town of Southeast tax map as Section 46 Block 1 Lot 21. A location map of the site has been provided in Appendix G, as Figure 1.
The project site is located within the New York City Watershed located east of the Hudson River, and construction activities will involve soil disturbance between 5,000 square feet and one acre of land. This type of project is included in Table 1 of Appendix B of GP-0-15-002. Therefore, this SWPPP only includes erosion and sediment controls.
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This project is located within the Town of Southeast regulated, traditional land use control Municipal Separate Stormwater Sewer System (MS4). Therefore, an MS4 SWPPP Acceptance Form is required to accompany NOIs submitted to the NYSDEC.
Runoff from the project site will discharge to an unnamed class C water course which is not included in the list of Section 303(d) water bodies included in Appendix E of GP-0-15-002.
Project construction activities will consist primarily of site grading, paving, building construction, water supply, and sewage collection necessary to support the proposed redevelopment. Construction phase pollutant sources anticipated at the site are disturbed (exposed) soil, vehicle fuels and lubricants, chemicals associated with building construction, and building materials. Without adequate control there is the potential for each type of pollutant to be transported by stormwater.
1.2 Stormwater Pollution Controls
The stormwater pollution controls outlined herein have been designed and evaluated in accordance with the following standards and guidelines:
• New York State Stormwater Management Design Manual, dated January 2015 (Design Manual).
• New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016 (SSESC).
• New York City Department of Environmental Protection Final Regulations (effective May 1, 1997, as amended April 4, 2010)
Stormwater quality will be enhanced through the implementation of temporary and permanent erosion and sediment control measures, and other construction-phase pollution controls outlined herein.
1.3 Conclusion
This project is subject to the requirements of the Town of Southeast regulated MS4, and this SWPPP has been prepared in conformance with the current Design Manual and SSESC. As such, GP-0-15-002 coverage will be effective five (5) business days from the date the NYSDEC receives the electronically submitted eNOI and signed “MS4 SWPPP Acceptance” form, or ten (10) business days from the date the NYSDEC receives the complete paper NOI and signed “MS4 SWPPP Acceptance” form.
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2.0 SWPPP IMPLEMENTATION RESPONSIBILITIES
A summary of the responsibilities and obligations of all parties involved with compliance with the NYSDEC SPDES General Permit GP-0-15-002 conditions is outlined in the subsequent sections. For a complete listing of the definitions, responsibilities, and obligations, refer to the SPDES General Permit GP-0-15-002 presented in Appendix A.
2.1 Definitions
1. “General SPDES Permit” means a SPDES permit issued pursuant to 6 NYCRR Part 750-1.21 authorizing a category of discharges.
2. “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. There may be occasions during the course of a project in which there are multiple Owners/Operators, all of which will need to file and maintain the appropriate SWPPP documents and plans, including without limitation, the Notice of Intent (NOI) and Notice of Termination (NOT).
3. “Owner’s/Operator’s Engineer” means the person or entity retained by an Owner/Operator to design and oversee the implementation of the SWPPP.
4. “Contractor” means the person or entity identified as such in the construction contract with the Owner/Operator. The term “Contractor” shall also include the Contractor’s authorized representative, as well as any and all subcontractors retained by the Contractor.
5. “Qualified Inspector” means a person that is knowledgeable in the principles and practices of erosion and sediment control, such as licensed Professional Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered Landscape Architect, or other Department endorsed individual(s).
It can also mean someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided that person has training in the principles and practices of erosion and sediment control. Training in the principles and practices of erosion and sediment control means that an individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect shall receive four (4) hours of training every three (3) years.
It can also mean a person that meets the Qualified Professional qualifications in addition to the Qualified Inspector qualifications.
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Note: Inspections of any post-construction stormwater management practices that include structural components, such as a dam for an impoundment, shall be performed by a licensed Professional Engineer.
6. “Qualified Professional” means a person that is knowledgeable in the principles and practices of stormwater management and treatment, such as a licensed Professional Engineer, Registered Landscape Architect, or other Department endorsed individual(s). Individuals preparing SWPPPs that require the post-construction stormwater management practice component must have an understanding of the principles of hydrology, water quality management practice design, water quantity control design, and, in many cases, the principles of hydraulics. All components of the SWPPP that involve the practice of engineering, as defined by the NYS Education Law (see Article 145), shall be prepared by, or under the direct supervision of, a professional engineer licensed to practice in the State of New York.
7. “Trained Contractor” means an employee from a contracting (construction) company, identified in Part III.A.6., that has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the Trained Contractor shall receive four (4) hours of training every three (3) years.
It can also mean an employee from a contracting (construction) company, identified in Part III.A.6.,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 four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity.
The “Trained Contractor(s)” will be responsible for the day to day implementation of the SWPPP.
2.2 Owner’s/Operator's Responsibilities
1. Ensure that control measures are selected, designed, installed, implemented and maintained to minimize the discharge of pollutants and prevent a violation of the water quality standards, meeting the non-numeric effluent limitations in Part I.B.1.(a)-(f) of the SPDES General Permit and in accordance with the New York State Standards and Specifications for Erosion and Sediment Control, dated November 2016.
2. Retain the services of a “Qualified Inspector” or “Qualified Professional” as defined under Section 2.1, to provide the services outlined in Section 2.5 “Qualified Inspector’s/Qualified Professional’s Responsibilities.”
3. Retain the services of a “Qualified Professional,” as defined under Section 2.1, to provide the services outlined in Section 2.3 “Owner’s/Operator’s Engineers Responsibilities.”
4. Have an authorized corporate officer sign the completed NOI. A copy of the completed NOI is included in Appendix B.
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5. Submit the electronic version of the NOI (eNOI) along with the MS4 SWPPP acceptance form using the NYSDEC’s website (http://www.dec.ny.gov/chemical/43133.html) or submit the signed NOI along with the MS4 SWPPP acceptance form to the following:
NOTICE OF INTENT NYS DEC, Bureau of Water Permits 625 Broadway, 4th Floor Albany, New York 12233-3505 Town of Southeast 1360 Route 22 Brewster, NY 10509
6. Pay the required initial and annual fees upon receipt of invoices from NYSDEC. These invoices are generally issued in the fall of each year. The initial fee is calculated as $110.00 per acre disturbed plus $675.00 per acre of net increase in impervious cover, and the annual fee is $110.00.
7. Prior to the commencement of construction activity, identify the contractor(s) and subcontractor(s) that will be responsible for implementing the erosion and sediment control measures and stormwater management practices described in this SWPPP. Have each of these contractors and subcontractors identify at least one “Trained Contractor”, as defined under Section 2.1 that will be responsible for the implementation of the SWPPP. Ensure that the Contractor has at least one “Trained Contractor” on site on a daily basis when soil disturbance activities are being performed.
8. Schedule a pre-construction meeting which shall include the Town of Southeast MS4 representative, Owner’s/Operator’s Engineer, Contractor, and their sub-contractors to discuss responsibilities as they relate to the implementation of this SWPPP.
9. Require the Contractor to fully implement the SWPPP prepared for the site by the Owner/Operator’s Engineer to ensure that the provisions of the SWPPP are implemented from the commencement of construction activity until all areas of disturbance have achieved final stabilization and the Notice of Termination (NOT) has been submitted to the NYSDEC.
10. Forward a copy of the NOI Acknowledgement Letter received from the regulatory agency to the Owner’s/Operator’s Engineer for project records, and to the Contractor for display at the construction site.
11. Maintain a copy of the General Permit (GP-0-15-002), NOI, NOI Acknowledgement Letter, SWPPP, MS4 SWPPP Acceptance Form, inspection reports, Spill Prevention, Countermeasures, Cleanup (“SPCC”) Plan, and all documentation in accordance with Part I.F.8.a.-d of GP-0-15-002 necessary to demonstrate eligibility with the permit at the construction site, until all disturbed areas have achieved final stabilization and the NOT has been submitted to the NYSDEC. Place documents in a secure location that must be accessible during normal business hours to an individual performing a compliance inspection.
12. Submit a Notice of Termination (NOT) form (see Appendix B) within 48 hours of receipt of the Owner’s/Operator’s Engineer’s certification of final site stabilization to the following:
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NOTICE OF TERMINATION NYS DEC, Bureau of Water Permits 625 Broadway, 4th Floor Albany, New York 12233-3505 Town of Southeast 1360 Route 22 Brewster, NY 10509
13. Request and receive all SWPPP records from the Owner’s/Operator’s Engineer and archive those records for a minimum of five (5) years after the NOT is filed.
14. Implement the Post-Construction Inspections and Maintenance procedures outlined in Appendix F.
15. The NOI, SWPPP, and inspection reports required by GP-0-15-002 are public documents that the Owner/Operator must make available for review and copying by any person within five (5) business days of the Owner/Operator receiving a written request by any such person to review the NOI, SWPPP, or inspection reports. Copying of documents will be done at the requester’s expense.
16. The Owner/Operator must keep the SWPPP current at all times. At a minimum, the Owner/Operator shall amend the SWPPP:
a) Whenever the current provisions prove to be ineffective in minimizing pollutants in stormwater discharges from the project site;
b) Whenever there is a change in design, construction, or operation at the construction site that has or could have an effect on the discharge of pollutants; and
c) To address issues or deficiencies identified during an inspection by the “Qualified Inspector,” the Department, or other Regulatory Authority.
2.3 Owner’s/Operator’s Engineer’s Responsibilities
1. Prepare the SWPPP using good engineering practices, best management practices, and in compliance with all federal, state, and local regulatory requirements.
2. Prepare the Notice of Intent (NOI) form (see Appendix B), sign the “SWPPP Preparer Certification” section of the NOI, and forward to Owner/Operator for signature.
3. Provide copies of the SWPPP to the Town of Southeast once all signatures and attachments are complete.
4. Enter Contractor’s information in Section 2.5 “SWPPP Participants” once a Contractor is selected by the Owner/Operator.
5. Update the SWPPP each time there is a significant modification to the pollution prevention measures or a change of the principal Contractor working on the project who may disturb site soil.
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2.4 Contractor's Responsibilities
1. Sign the SWPPP Contractor's Certification Form contained within Appendix C and forward to the Owner’s/Operator’s Engineer for inclusion in the Site Log Book.
2. Identify at least one Trained Contractor that will be responsible for implementation of this SWPPP. Ensure that at least one Trained Contractor is on site on a daily basis when soil disturbance activities are being performed. The Trained Contractor shall inspect the erosion and sediment control practices and pollution prevention measures being implemented within the active work area daily to ensure that they are being maintained in effective operating conditions at all times. If deficiencies are identified, the contractor shall begin implementing corrective actions within one business day and shall complete the corrective actions in a reasonable time frame.
3. Provide the names and addresses of all subcontractors working on the project site. Require all subcontractors who will be involved with construction activities that will result in soil disturbance to identify at least one Trained Contractor that will be on site on a daily basis when soil disturbance activities are being performed; and to sign a copy of the Subcontractor’s Certification Form contained within Appendix C, then forward to the Owner’s/Operator’s Engineer for inclusion into the Site Log Book. This information must be retained as part of the Site Log Book.
4. Maintain a Spill Prevention and Response Plan in accordance with requirements outlined in Section 5.4 of this SWPPP. This plan shall be provided to the Owner’s/Operator’s Engineer for inclusion in the Site Log Book, prior to mobilization on-site.
5. Participate in a pre-construction meeting which shall include the Town of Southeast MS4 representative, Owner/Operator, Owner’s/Operator’s Engineer, and all subcontractors to discuss responsibilities as they relate to the implementation of this SWPPP.
6. If Contractor plans on utilizing adjacent properties for material, waste, borrow, or equipment storage areas, or if Contractor plans to engage in industrial activity other than construction (such as operating asphalt and/or concrete plants) at the site, Contractor shall submit appropriate documentation to the Owner’s/Operator’s Engineer so that the SWPPP can be modified accordingly.
7. Implement site stabilization, erosion and sediment control measures, and other requirements of the SWPPP.
8. In accordance with the requirements in the most current version of the NYS Standards and Specifications for Erosion and Sediment Control, conduct inspections of erosion and sediment control measures installed at the site to ensure that they remain in effective operating condition at all times. Prepare and retain written documentation of inspections as well as of all repairs/maintenance activities performed. This information must be retained as part of the Site Log Book.
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9. Begin implementing corrective actions within one (1) business day of receipt of notification by the Qualified Inspector/Qualified Professional that deficiencies exist with the erosion and sediment control measures employed at the site. Corrective actions shall be completed within a reasonable time frame.
10. Maintain a record of the date(s) and location(s) that soil restoration is performed in accordance with the accompanying plans and NYSDEC Division of Water’s publication “Deep-Ripping and Decompaction,” dated April 2008. A copy of this is publication is provided in Appendix E. The record that is to be maintained shall be a copy of the overall site grading plan delineating the area(s) and date(s) that the soil was restored.
11. Upon completion of all construction at the site, the contractor responsible for overall SWPPP Compliance shall sign the certification on their Contractor Certification Form indicating that: a.) all temporary erosion and sediment control measures have been removed from the site, b.) the on-site soils disturbed by construction activity have been restored in accordance with the SWPPP and the NYSDEC Division of Water’s publication “Deep-Ripping and Decompaction,”
2.5 Qualified Inspector’s/Qualified Professional’s Responsibilities
1. Participate in a pre-construction meeting with the Town of Southeast MS4 representative, Owner/Operator, Contractor, and their subcontractors to discuss responsibilities as they relate to the implementation of this SWPPP.
2. Conduct an initial assessment of the site prior to the commencement of construction and certify in an inspection report that the appropriate erosion and sediment control measures described within this SWPPP have been adequately installed and implemented to ensure overall preparedness of the site.
3. Provide on-site inspections to determine compliance with the SWPPP. Because this project site is located in one of the watersheds listed in Appendix D of GP-0-15-002, and proposes soil disturbances between five thousand (5,000) square feet and one (1) acre of land, site inspections are not required to be performed by a qualified inspector.
4. Notify the owner/operator and appropriate contractor or subcontractor of any corrective actions that need to be taken.
5. Prepare a construction Site Log Book to be used as a record of all inspection reports generated throughout the duration of construction. Ensure that the construction Site Log Book is maintained and kept up-to-date throughout the duration of construction.
6. Review the Contractor’s SWPPP records on a periodic basis to ensure compliance with the requirements for daily reports, soil restoration, inspections, and maintenance logs.
7. Prepare the Notice of Termination (NOT). Sign the NOT Certifications VI (Final Stabilization) and forward the NOT to the Owner/Operator for signature on Certification VIII (Owner/Operator Certification).
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8. Transfer the SWPPP documents, along with all NOI's, permit certificates, NOT's, construction Site Log Book, and written records required by the General Permit to the Owner/Operator for archiving.
2.6 SWPPP Participants
1. Owner’s/Operator’s Engineer: Christopher Lapine, P.E. The Chazen Companies 21 Fox Street Poughkeepsie, New York 12601 Phone: (845) 454-3980 Fax: (845) 454-4026 2. Owner/Operator: Steven Batista ECB Realty, LLC 28 Eagle Road Danbury, CT 06810 Phone: (203)798-1887 3. Contractor2: Name and Title: Company Name: Mailing Address: Phone: Fax:
2 Contractor’s information to be entered once the Contractor has been selected.
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3.0 SITE CHARACTERISTICS
3.1 Land Use and Topography
The project site is an abandoned gas station and based on correspondence with the NYSDEC it has been inactive for approximately six to eight years. The parcel is zoned for HC-1 (Highway Commercial) use.
The overall site is slightly to moderately sloping, with slopes ranging from 0 to 25 percent. Site elevations range from approximately 98 feet above mean sea level (MSL) to 120 feet above MSL. The western and southern portions of the site are higher in elevation than the northern and eastern portions of the site.
Runoff from the site currently enters a closed drainage network within the NYSDOT right-of-ways along NYS Routes 22 and 312 where it is conveyed to a stream located at the North West Corners of the NYSD Route 22 and 312.
3.2 Soils and Groundwater
The United States Department of Agriculture (USDA) Soil Conservation Service (SCS) Soil Survey for Putnam and Westchester Counties was reviewed and provided surficial soil conditions for the study area. The SCS identified the presence of Ridgebury and Paxton soil series soil types. Soil data as provided by the SCS is presented in Table 1.
Table 1: USDA Soil Data
Map Symbol & Description Hydrologic Soil
Group Permeability (inches/hour)
Erosion Factor K
Depth to Water Table
(feet)
Depth to Bedrock (inches)
RdB – Ridgebury loam, 3 to 8 percent slopes
C 0.6-6.0 0.24 0-0.5 >60
PnC – Paxton fine sandy loam, 8 to 15 percent slopes
C 0.6-2.0 0.24 1.5-2.5 >60
Upon review of the soil data presented in Table 1, the project site does not contain soils with a soil slope phase of E or F.
The Soil Conservation Service defines the hydrologic soil groups as follows:
• Type A Soils: Soils having a high infiltration rate and low runoff potential when thoroughly wet. These soils consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a moderate rate of water transmission.
• Type B Soils: Soils having a moderate infiltration rate when thoroughly wet and consisting mainly of moderately deep to deep, moderately well to well drained soils with moderately fine to moderately course textures. These soils have a moderate rate of water transmission.
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• Type C Soils: Soils having a low infiltration rate when thoroughly wet and consisting chiefly of soils with a layer that impedes downward movement of water and soils with moderately fine-to-fine texture. These soils have a low rate of water transmission.
• Type D Soils: Soils having a very low infiltration rate and high runoff potential when thoroughly wet. These soils consist chiefly of clays that have high shrink-swell potential, soils that have a permanent high water table, soils that have a clay pan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very low rate of water transmission.
The soils map for the study area is presented in Appendix G, as Figure 2.
3.3 Watershed Designation
The project site is located in the New York City Watershed East of the Hudson, which is listed in both Appendix C and Appendix D of GP-0-15-002. Within this watershed, all projects that involve soil disturbances between 5000 square feet and one acre of land must obtain coverage under the general permit, and are required to prepare a SWPPP that only includes erosion and sediment controls
3.4 Receiving Water Bodies
The nearest natural classified water course into which runoff from the project site will discharge is an unnamed, 864-304 regulated water course tributary to the Bog Brook Reservoir.
This water course is classified by NYSDEC as a Class C water course and is not included in the Section 303(d) list of impaired waters found in Appendix E of GP-0-15-002.
3.5 Aquifer Designation
The project site is not located over a US EPA designated Sole Source aquifer; nor is it located over a Primary or Principal aquifer listed in the NYSDEC Technical and Operational Guidance Series (TOGS) 2.1.3 (1980).
3.6 Wetlands
On January 30, 2013, the project site was evaluated by Chazen employees for the presence of regulated wetlands and it was determined that the project site does not contain NYSDEC or Federally Regulated Wetlands.
The New York State Department of Environmental Conservation (NYSDEC) Environmental Resources Mapper, on May 28, 2013, indicated that, although State regulated wetlands are not located on-site, the NYSDEC wetland bearing the designation BR-40 is located to the southeast of the project site approximately 650 feet from the property boundary and the NYSDEC wetland bearing the designation BR-9 is located to the northwest of the project site approximately 750 feet from the property boundary.
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3.7 Flood Plains
According to the National Flood Insurance Program Flood Insurance Rate Map (FIRM), Town of Southeast, New York, Community Panel Number 361041 0162 E, the project site lies within Flood Zone X, an area of outside the 0.2% annual chance floodplain. Therefore, there is no 100-year flood plain boundary to be shown on the project plans.
3.8 Listed, Endangered, or Threatened Species
Chazen has completed a preliminary Endangered and Threatened Species investigation report for the Batista Dunkin’ site in the Town of Southeast, Putnam County, NY. The investigation found that the US Fish and Wildlife Service identified Indiana Bat, Bog Turtle, New England Cottontail and Bald Eagle as occurring in Putnam County. The NY Natural Heritage Program identified that Bald Eagles and Bog Turtles were identified as occurring within one mile of the site. On January 22, 2013, biologists from the Chazen Companies made an inspection of the site and surrounding areas. The biologists found that the site is completely lacking in suitable habitat for threatened and endangered species. This is due in large part to the existing development of the site (vacant gas station), and the urbanized and degraded condition of the immediate landscape. The trees on the site are identified as an early successional variant of the Northern Hardwood Forest community. The trees are overwhelmingly dominated by sugar maple. The Site’s trees were generally found to be devoid of certain micro-habitat features, such as exfoliating/loose bark, cavities, crevices or snags. This is likely due to the relatively young age of the forest community. As such, the community does not represent habitat for Indiana bat. No wetland or water surface features were identified within or directly adjacent to the Site’s forested habitat, or elsewhere on site. Therefore the site does not represent bog turtle habitat. The site does not have thickets or other habitat associated with New England Cottontail. The site does not have open water areas that would be suitable for Bald Eagle foraging or nesting.
Suitable bog turtle habitat is found less than half a mile from the site (the southern portion of NYSDEC wetland BR-9), and radio-telemetry studies find that bog turtles can travel more than half a mile to reach other suitable habitats. However, at this site, any turtle would need to cross NYS Route 312 or Route 22 before reaching the site. Both roadways have very high traffic counts (10,493 and 24,000 per day respectively in 2010). Both of these roads are significant barriers for animal (especially turtle) migration. Such “barriers” diminish the likelihood of turtles successfully entering the Site, thereby alleviating the need for additional mitigation measures beyond the silt fencing already planned as part of the project’s erosion control plan.
3.9 Historic Places
A State Preservation Historical Information Network Exchange search on the New York State Historic Preservation Office website, performed on November 30, 2012, revealed the property is not listed or eligible for listing on the State or National Register of Historic Places. A printout of the historic places screening map is presented in Appendix G, as Figure 3.
In addition, the stormwater discharges from the project site will not adversely impact downstream properties so long as the stormwater management practices have been constructed in accordance with
this SWPPP.
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4.0 CONSTRUCTION SEQUENCE
This project has not received written approval from Town of Southeast allowing the disturbance of more than five acres of land at any one time. Therefore, if the Contractor’s construction sequence requires the disturbance of more than five acres at any one time, written approval must be obtained from NYSDEC prior to disturbing more than five acres at once.
The “Erosion and Sediment Control Plan” and the “Erosion and Sediment Control Plan Prior to Construction” in the accompanying drawings identifies the major construction activities that are the subject of this SWPPP. The order (or sequence) in which the major activities are expected to begin is presented on the accompanying drawings, though each activity will not necessarily be completed before the next begins. In addition, these activities could occur in a different order if necessary to maintain adequate erosion and sediment control. If this is the case, the contractor shall notify the Owner’s/Operator’s Engineer overseeing the implementation of the SWPPP.
The Contractor will be responsible for implementing the erosion and sediment control measures identified on the plans. The Contractor may designate these tasks to certain subcontractors as they see fit, but the ultimate responsibility for implementing these controls and ensuring their proper function remains with the Contractor.
Refer to the accompanying plans for details and specifications regarding the construction sequencing schedule.
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5.0 CONSTRUCTION-PHASE POLLUTION CONTROL
The SWPPP and accompanying plans identify the temporary and permanent erosion and sediment control measures that have been incorporated into the design of this project. These measures will be implemented during construction, to minimize soil erosion and control sediment transport off-site, and after construction, to control the quality and quantity of stormwater runoff from the developed site.
Erosion control measures, designed to minimize soil loss, and sediment control measures, intended to retain eroded soil and prevent it from reaching water bodies or adjoining properties, have been developed in accordance with the following documents:
• NYSDEC SPDES General Permit for Stormwater Discharges From Construction Activity, Permit No. GP-0-15-002 (effective January 29, 2015 through January 28, 2020)
• New York State Standards and Specifications for Erosion and Sediment Control, NYSDEC (November 2016)
The SWPPP and accompanying plans outline the construction scheduling for implementing the erosion and sediment control measures. These documents include limitations on the duration of soil exposure, criteria and specifications for placement and installation of the erosion and sediment control measures, a maintenance schedule, and specifications for the implementation of erosion and sediment control practices and procedures.
Temporary and permanent erosion and sediment control measures that shall be applied during construction generally include:
1. Minimizing soil erosion and sedimentation by stabilization of disturbed areas and by removing sediment from construction site discharges.
2. Preservation of existing vegetation to the greatest extent practical. Following the completion of construction activities in any portion of the site, permanent vegetation shall be established on all exposed soils.
3. Site preparation activities to minimize the area and duration of soil disruption.
4. Establishment of permanent traffic corridors to ensure that “routes of convenience” are avoided.
5.1 Temporary Erosion and Sediment Control Measures
The temporary erosion and sediment control measures described in the following sections are included as part of the construction documents.
5.1.1 Stabilized Construction Entrance
Prior to construction, stabilized construction entrance(s) will be installed, per accompanying plans, to reduce the tracking of sediment onto public roadways.
Construction traffic must enter and exit the site at the stabilized construction entrance(s). The intent is to trap dust and mud that would otherwise be carried off-site by construction traffic.
The entrance(s) shall be maintained in a condition, which will control tracking of sediment onto public rights-of-way or streets. When necessary, additional aggregate will be placed atop the filter fabric to
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assure the minimum thickness is maintained. All sediment and/or soil spilled, dropped, or washed onto public rights-of-way must be removed immediately. Periodic inspection and needed maintenance shall be provided after each substantial rainfall event.
5.1.2 Dust Control
Water trucks shall be used as needed during construction to reduce dust generated on-site. Dust control must be provided by the Contractor(s) to a degree that is acceptable to the Owner, and in compliance with the applicable local and state dust control requirements.
5.1.3 Temporary Soil Stockpile
Materials, such as topsoil, will be temporarily stockpiled (if necessary) on the site during the construction process. Stockpiles shall be located in an area away from storm drainage, water bodies and/or courses, and will be properly protected from erosion by a surrounding silt fence barrier.
5.1.4 Silt Fencing
Prior to the initiation of and during construction activities, a geotextile filter fabric (or silt fence) will be established downgradient of all disturbed areas. These barriers may extend into non-impact areas to provide adequate protection of adjacent lands.
Clearing and grubbing will be performed only as necessary for the installation of the sediment control barrier. To facilitate effectiveness of the silt fencing, daily inspections and inspections immediately after significant storm events will be performed by the Contractor(s). Maintenance of the fence will be performed as needed.
5.1.5 Temporary Seeding
Because this site directly discharges to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C of GP-0-15-002, temporary soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the soil disturbance activity has temporarily ceased.
5.1.6 Stone and Block Drop Inlet Protection
Concrete blocks surrounded by wire mesh and crushed stone will be placed around both existing catch basins, and proposed catch basins once they have been installed, to prevent sediment from entering the catch basins and storm sewer system. During construction, crushed stone shall be replaced as necessary to ensure proper function.
5.1.7 Filter Fabric Drop Inlet Protection
Install filter fabric or silt fence with wooden stakes at the perimeter of existing or proposed catch basins located in lawn areas, to prevent sediment from entering the catch basins and storm sewer system. Remove sediment accumulation and repair or replace fabric as necessary to ensure proper function.
5.1.8 Erosion Control Blanket
Erosion control blankets shall be installed in accordance with manufacturer’s requirements on all slopes exceeding 3:1. Erosion control blankets provide temporary erosion protection, rapid vegetative establishment, and long-term erosion resistance to shear stresses generated by high runoff flow velocities associated with steep slopes.
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5.1.9 Temporary Sediment Trap
Temporary sediment traps shall be constructed to intercept sediment-laden runoff, reduce the amount of sediment leaving the disturbed areas, and protect drainage ways, properties, and rights-of-way.
Accumulated sediment shall be removed from the trap when it reaches no greater than 50 percent of the design capacity. Sediment shall not be placed downstream from the embankment, adjacent to a stream, or floodplain.
Temporary sediment traps depicted on the accompanying plans have been designed to provide 3,600 CF of storage per acre of tributary watershed.
5.1.10 Temporary Diversion Swales
Temporary diversion swales shall be used to divert off-site runoff around the construction site and divert runoff from stabilized areas around disturbed areas. Temporary diversion swales can be used to direct runoff from disturbed areas into sediment traps.
5.1.11 Dewatering Operations
Dewatering will be used to intercept sediment-laden stormwater or pumped groundwater and allow it to settle out of the pumped discharge prior to being discharged from the site. Water from dewatering operations shall be treated to eliminate the discharge of sediment and other pollutants. Water resulting from dewatering operations shall be directed to temporary sediment traps or dewatering devices. Temporary sediment traps and dewatering bags will be provided, installed, and maintained at downgradient locations to control sediment deposits to downstream surfaces. Clearing and grubbing will be performed only as necessary for the installation of the sediment control filter; and unlike sediment control barriers, trenching is not required. The ends of the filter sock should be directed upslope, to prevent stormwater from running around the end of the sock. The preferred anchoring method is to drive stakes through the center of the sock at regular intervals; alternatively, stakes can be placed on the downstream side of the sock. To facilitate effectiveness of the compost filter sock, daily inspections and inspections immediately after significant storm events will be performed by the Contractor(s) to ensure that they are intact and the area behind the sock is not filled with sediment. Maintenance of the sock will be performed as needed.
5.2 Permanent Erosion and Sediment Control Measures
The permanent erosion and sediment control measures described in the following sections are included as part of the construction documents.
5.2.1 Establishment of Permanent Vegetation
Disturbed areas that will be vegetated must be seeded in accordance with the contract documents. The type of seed, mulch, and maintenance measures as described in the contract documents shall also be followed.
Because this site directly discharges to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C of GP-0-15-002, permanent soil stabilization measures must
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be initiated by the end of the next business day and completed within seven (7) days from the date the soil disturbance activity has permanently ceased.
Final site stabilization is achieved when all soil-disturbing activities at the site have been completed and a uniform, perennial vegetative cover with a density of 80 percent has been established or equivalent stabilization measures (such as the use of mulches or geotextiles) have been employed on all unpaved areas and areas not covered by permanent structures.
5.3 Other Pollutant Controls
Other necessary pollutant controls are listed below:
5.3.1 Solid and Liquid Waste Disposal
No solid or liquid waste materials, including building materials, shall be discharged from the site with stormwater. All solid waste, including disposable materials incidental to any construction activities, must be collected and placed in containers. The containers shall be emptied periodically by a licensed trash disposal service and hauled away from the site.
Substances that have the potential for polluting surface and/or groundwater must be controlled by whatever means necessary in order to ensure that they do not discharge from the site. As an example, special care must be exercised during equipment fueling and servicing operations. If a spill occurs, it must be contained and disposed of so that it will not flow from the site or enter groundwater, even if this requires removal, treatment, and disposal of soil. In this regard, potentially polluting substances should be handled in a manner consistent with the impact they represent.
5.3.2 Sanitary Facilities
Temporary sanitary facilities will be provided by the Contractor throughout the construction phase. They must be utilized by all construction personnel and will be serviced by a licensed commercial Contractor. These facilities must comply with state and local sanitary or septic system regulations.
5.3.3 Water Source
Non-stormwater components of site discharge must be clean water. Water used for construction, which discharges from the site, must originate from a public water supply or private well approved by the Health Department. Water used for construction that does not originate from an approved public supply must not discharge from the site; such water can be retained in temporary ponds/sediment traps until it infiltrates and/or evaporates.
5.4 Construction Housekeeping Practices
During the construction phase, the Contractor(s) will implement the following measures:
5.4.1 Material Stockpiles
Material resulting from clearing and grubbing operations that will be stockpiled on-site, must be adequately protected with downgradient erosion and sediment controls.
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5.4.2 Equipment Cleaning and Maintenance
The Contractor(s) will designate areas for equipment cleaning, maintenance, and repair. The Contractor(s) and subcontractor(s) will utilize those areas. The areas will be protected by a temporary perimeter berm.
5.4.3 Detergents
The use of detergents for large-scale washing is prohibited (i.e., vehicles, buildings, pavement surfaces, etc.)
5.4.4 Spill Prevention and Response
A Spill Prevention and Response Plan shall be developed for the site by the Contractor(s). The plan shall detail the steps required in the event of an accidental spill and shall identify contact names and phone numbers of people and agencies that must be notified.
The plan shall include Material Safety Data Sheets (MSDS) for all materials to be stored on-site. All workers on-site will be required to be trained on safe handling and spill prevention procedures for all materials used during construction. Regular tailgate safety meetings shall be held and all workers that are expected on the site during the week shall be required to attend.
5.4.5 Concrete Wash Areas
Concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water on the site, but only in specifically designated diked and impervious washout areas, which have been prepared to prevent contact between the concrete wash and stormwater. Waste generated from concrete wash water shall not be allowed to flow into drainage ways, inlets, receiving waters, or highway right of ways, or any location other than the designated concrete wash areas. Proper signage designating the “Concrete Wash Areas” shall be placed near the facility. Concrete wash areas shall be located at minimum 100 linear feet from drainage ways, inlets, and surface waters.
The hardened residue from the concrete wash areas will be disposed of in the same manner as other non-hazardous construction waste materials. Maintenance of the wash area is to include removal of hardened concrete. Facility shall have sufficient volume to contain all the concrete waste resulting from washout and a minimum freeboard of 12 inches. Facility shall not be filled beyond 95% capacity and shall be cleaned out once 75% full unless a new facility is constructed. The Contractor will be responsible for seeing that these procedures are followed.
Sawcut Portland Cement Concrete (PCC) slurry shall not be allowed to enter drainage ways, inlets, and/or surface waters. Sawcut residue should not be left on the surface of pavement or be allowed to flow over and off pavement.
The Project may require the use of multiple concrete wash areas. All concrete wash areas will be located in an area where the likelihood of the area contributing to stormwater discharges is negligible. If required, additional BMPs must be implemented to prevent concrete wastes from contributing to stormwater discharges.
5.4.6 Material Storage
Construction materials shall be stored in a dedicated staging area. The staging area shall be located in an area that prevents negative impacts of construction materials on stormwater quality.
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Chemicals, paints, solvents, fertilizers, and other toxic material must be stored in waterproof containers. Except during application, the contents must be kept in trucks or within storage facilities. Runoff containing such material must be collected, removed from the site, treated, and disposed of at an approved solid waste or chemical disposal facility.
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6.0 INSPECTIONS, MAINTENANCE, AND REPORTING
6.1 Inspection and Maintenance Requirements
6.1.1 Pre-Construction Inspection and Certification
Prior to the commencement of construction, the Qualified Inspector/Qualified Professional shall conduct an assessment of the site and certify that the appropriate erosion and sediment control measures have been adequately installed and implemented. The Contractor shall contact the Qualified Inspector/Qualified Professional once the erosion and sediment control measures have been installed.
6.1.2 Construction Phase Inspections and Maintenance
Because this project site is located in one of the watersheds listed in Appendix D of GP-0-15-002, and is between 5,000 square feet and acre in proposed soil disturbance, site inspections are not required by a qualified professional however are required by the trained professional.
The purpose of site inspections is to assess performance of pollutant controls. Based on these inspections, the Qualified Inspector/Qualified Professional will decide whether it is necessary to modify this SWPPP, add or relocate sediment barriers, or whatever else may be needed in order to prevent pollutants from leaving the site via stormwater runoff. The general contractor has the duty to cause pollutant control measures to be repaired, modified, maintained, supplemented, or whatever else is necessary in order to achieve effective pollutant control.
Examples of particular items to evaluate during site inspections are listed below. This list is not intended to be comprehensive. During each inspection the inspector must evaluate overall pollutant control system performance as well as particular details of individual system components. Additional factors should be considered as appropriate to the circumstances.
1. Locations where vehicles enter and exit the site must be inspected for evidence of off-site sediment tracking. A stabilized construction entrance will be constructed where vehicles enter and exit. This entrance will be maintained or supplemented as necessary to prevent sediment from leaving the site on vehicles.
2. Sediment barriers must be inspected and, if necessary, they must be enlarged or cleaned in order to provide additional capacity. All material from behind sediment barriers will be stockpiled on the up slope side. Additional sediment barriers must be constructed as needed.
3. Inspections will evaluate disturbed areas and areas used for storing materials that are exposed to rainfall for evidence of, or the potential for, pollutants entering the drainage system. If necessary, the materials must be covered or original covers must be repaired or supplemented. Also, protective berms must be constructed, if needed, in order to contain runoff from material storage areas.
4. Grassed areas will be inspected to confirm that a healthy stand of grass is maintained. The site has achieved final stabilization once all areas are covered with building foundation or pavement, or have a stand of grass with at least 80 percent density. The density of 80 percent or greater must be maintained to be considered as stabilized. Areas must be watered, fertilized, and reseeded as needed to achieve this goal.
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5. All discharge points must be inspected to determine whether erosion control measures are effective in preventing significant impacts to receiving waters.
The inspection reports must be completed entirely and additional remarks should be included if needed to fully describe a situation. An important aspect of the inspection report is the description of additional measures that need to be taken to enhance plan effectiveness. The inspection report must identify whether the site was in compliance with the SWPPP at the time of inspection and specifically identify all incidents of non-compliance.
Within one (1) business day of the completion of an inspection, the Qualified Inspector/Qualified Professional shall notify the Owner/Operator and appropriate contractor or subcontractor of any corrective actions that need to be taken. The contractor or subcontractor shall begin implementing the corrective actions within one (1) business day of the notification and shall complete the corrective actions in a reasonable time frame.
In addition to the inspections performed by the Qualified Inspector/Qualified Professional, the Contractor shall perform routine inspections that include a visual check of all erosion and sediment control measures. All inspections and maintenance shall be performed in accordance with the inspection and maintenance schedule provided on the accompanying plans. Sediment removed from erosion and sediment control measures will be exported from the site, stockpiled for later use, or used immediately for general non-structural fill.
It is the responsibility of the general contractor to assure the adequacy of site pollutant discharge controls. Actual physical site conditions or contractor practices could make it necessary to install more structural controls than are shown on the accompanying plans. (For example, localized concentrations of runoff could make it necessary to install additional sediment barriers, sediment traps, etc.) Assessing the need for additional controls and implementing them or adjusting existing controls will be a continuing aspect of this SWPPP until the site achieves final stabilization.
6.1.3 Temporary Suspension of Construction Activities
For construction sites where soil disturbance activities have been temporarily suspended (e.g. Winter shutdown) and temporary stabilization measures have been applied to all disturbed areas, the frequency of Trained Contractor inspections can be reduced to once every 30 calendar days. Prior to reducing the frequency of inspections, the Owner/Operator shall notify the NYSDEC Region 3 stormwater contact person Town of Southeast in writing.
6.1.4 Partial Project Completion
For construction sites where soil disturbance activities have been shut down with partial project completion, all areas disturbed as of the project shutdown date have achieved final stabilization and the inspections by the Trained Contractor can stop. Prior to the shutdown, the Owner/Operator shall notify the NYSDEC Region 3 stormwater contact person and the Town of Southeast in writing.
If soil disturbance activities have not resumed within two years from the date of shutdown, a Notice of Termination (NOT) shall be properly completed and submitted to the NYSDEC.
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6.1.5 Post-Construction Inspections and Maintenance
Inspections and maintenance of final stabilization measures be performed in accordance with Appendix F, once all disturbed areas are stabilized.
6.2 Reporting Requirements
6.2.1 Inspection and Maintenance Reports
Inspection/maintenance reports shall be prepared prior to and during construction in accordance with the schedule outlined herein and in the SPDES General Permit GP-0-15-002 Part IV.C. The reports shall be prepared to identify and document the maintenance of the erosion and sediment control measures. A sample inspection form is provided in Appendix D.
Specifically, each inspection shall record the following information:
1. Date and time of inspection.
2. Name and title of person(s) performing inspection.
3. A description of the weather and soil conditions (e.g. dry, wet, saturated) at the time of the inspection.
4. A description of the condition of the runoff at all points of discharge from the construction site. This shall include identification of any discharges of sediment from the construction site. Include discharges from conveyance systems (i.e. pipes, culverts, ditches, etc.) and overland flow.
5. A description of the condition of all natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site which receive runoff from disturbed areas. This shall include identification of any discharges of sediment to the surface water body.
6. Identification of all erosion and sediment control practices and pollution prevention measures that need repair or maintenance.
7. Identification of all erosion and sediment control practices and pollution prevention measures that were not installed properly or are not functioning as designed and need to be reinstalled or replaced.
8. Description and sketch of areas with active soil disturbance activity, areas that have been disturbed but are inactive at the time of the inspection, and areas that have been stabilized (temporary and/or final) since the last inspection.
9. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and sediment control practices and pollution prevention measures
10. Identification and status of all corrective actions that were required by previous inspection.
11. Color photographs, with date stamp, that clearly show the condition of all practices that have been identified as needing corrective actions. The Qualified Inspector/Qualified Professional shall
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attach paper color copies of the digital photographs to the inspection report being maintained onsite within seven (7) calendar days of the date of the inspection. The Qualified Inspector/Qualified Professional shall also take digital photographs, with date stamp, that clearly show the condition of the practice(s) after the corrective action has been completed. The Qualified Inspector/Qualified Professional shall attach the paper color copies of the digital photographs to the inspection report that documents the completion of the corrective action work within seven (7) calendar days of that inspection.
All inspection reports shall be signed by the Qualified Inspector/Qualified Professional. Pursuant to Part II.C.2 of GP-0-15-002, the inspection reports shall be maintained on site with the SWPPP.
6.2.2 Site Log Book
The Owner/Operator shall retain a copy of the SWPPP required by GP-0-15-002 at the construction site from the date of initiation of construction activities to the date of final stabilization.
During construction, the Owner’s/Operator’s Engineer shall maintain a record of all SWPPP inspection reports at the site in the Site Log Book. The Site Log Book shall be maintained on-site and made available to the permitting authority, if necessary.
6.2.3 Post Construction Records and Archiving
Following construction, the Owner/Operator shall retain copies of the SWPPP, the complete construction Site Log Book, and records of all data used to complete the NOI to be covered by this permit, for a period of at least five years from the date that the site is finally stabilized. This period may be extended by the NYSDEC, at its sole discretion, at any time upon written notification.
Records shall be maintained of all post construction inspections and maintenance work performed in accordance with the requirements outlined in Appendix F.
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w.d
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An
owne
r or o
pera
tor o
f a c
onst
ruct
ion
activ
ity th
at is
elig
ible
for c
over
age
unde
r th
ispe
rmit
mus
t obt
ain
cove
rage
prio
r to
the
com
men
cem
ent o
f con
stru
ctio
n ac
tivity
.A
ctiv
ities
that
fit t
he d
efin
ition
of “
cons
truct
ion
activ
ity”,
as d
efin
ed u
nder
40
CFR
12
2.26
(b)(1
4)(x
), (1
5)(i)
,and
(15)
(ii),
cons
titut
e co
nstru
ctio
n of
a p
oint
sou
rce
and
ther
efor
e, p
ursu
ant t
o A
rticl
e 17
-050
5 of
the
EC
L, th
e ow
ner o
r ope
rato
r mus
t hav
e co
vera
ge u
nder
a S
PD
ES
per
mit
prio
r to
com
men
cing
con
stru
ctio
n ac
tivity
. The
y ca
nnot
w
ait u
ntil
ther
e is
an
actu
al d
isch
arge
from
the
cons
truct
ion
site
to o
btai
n pe
rmit
cove
rage
.
*Not
e: T
he it
alic
ized
wor
ds/p
hras
es w
ithin
this
per
mit
are
defin
ed in
App
endi
x A
.
I
NEW
YO
RK
STA
TE D
EPA
RTM
ENT
OF
ENVI
RO
NM
ENTA
L C
ON
SER
VATI
ON
SPD
ES G
ENER
AL
PER
MIT
FO
R S
TOR
MW
ATE
R D
ISC
HA
RG
ESFR
OM
CO
NST
RU
CTI
ON
AC
TIVI
TIES
Par
t I.P
ER
MIT
CO
VE
RA
GE
AN
D L
IMIT
ATI
ON
S...
......
......
......
......
......
......
......
......
......
.....1
A
. P
erm
it A
pplic
atio
n...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.... 1
B
. E
fflue
nt L
imita
tions
App
licab
le to
Dis
char
ges
from
Con
stru
ctio
n A
ctiv
ities
......
.....1
C
. P
ost-c
onst
ruct
ion
Sto
rmw
ater
Man
agem
entP
ract
ice
Req
uire
men
ts...
......
......
.....4
D
. M
aint
aini
ng W
ater
Qua
lity.
......
......
......
......
......
......
......
......
......
......
......
......
......
......
8 E
. El
igib
ility
Und
er T
his
Gen
eral
Perm
it....
......
......
......
......
......
......
......
......
......
......
.....9
F.
A
ctiv
ities
Whi
ch A
re In
elig
ible
for C
over
age
Und
erTh
isG
ener
al P
erm
it...
......
.....9
P
art I
I. O
BTA
ININ
G P
ER
MIT
CO
VE
RA
GE
......
......
......
......
......
......
......
......
......
......
......
...12
A
. N
otic
e of
Inte
nt (N
OI)
Sub
mitt
al...
......
......
......
......
......
......
......
......
......
......
......
.....1
2 B
. P
erm
it A
utho
rizat
ion.
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.13
C.
Gen
eral
Req
uire
men
ts F
or O
wne
rs o
r Ope
rato
rsW
ithP
erm
it C
over
age
......
.....1
5 D
. P
erm
it C
over
age
for D
isch
arge
s A
utho
rized
Und
er G
P-0
-10-
001.
......
......
......
....1
7 E
. C
hang
e of
Ow
ner o
rOpe
rato
r.....
......
......
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......
......
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......
......
......
......
17
Par
t III.
STO
RM
WA
TER
PO
LLU
TIO
NP
RE
VE
NTI
ON
PLA
N (S
WP
PP
)....
......
......
......
.....1
8 A
. G
ener
al S
WP
PP
Req
uire
men
ts...
......
......
......
......
......
......
......
......
......
......
......
.....1
8 B
. R
equi
red
SW
PP
P C
onte
nts
......
......
......
......
......
......
......
......
......
......
......
......
......
..20
C.
Req
uire
d S
WP
PP
Com
pone
nts
by P
roje
ct T
ype.
......
......
......
......
......
......
......
......
23
Part
IV. I
NSP
ECTI
ON
AND
MAI
NTE
NAN
CE
REQ
UIR
EM
EN
TS...
......
......
......
......
......
....2
4 A
. G
ener
al C
onst
ruct
ion
Site
Insp
ectio
nan
d M
aint
enan
ce R
equi
rem
ents
......
......
..24
B.
Con
tract
or M
aint
enan
ce In
spec
tion
Req
uire
men
ts...
......
......
......
......
......
......
......
24
C.
Qua
lifie
d In
spec
torI
nspe
ctio
n R
equi
rem
ents
......
......
......
......
......
......
......
......
......
24
Par
t V. T
ER
MIN
ATI
ON
OF
PE
RM
IT C
OV
ER
AG
E...
......
......
......
......
......
......
......
......
......
..28
A.
Term
inat
ion
ofP
erm
it C
over
age
......
......
......
......
......
......
......
......
......
......
......
......
.28
Part
VI.R
EPO
RTI
NG
AN
DR
ETEN
TIO
N O
F R
ECO
RD
S...
......
......
......
......
......
......
......
...30
A
. R
ecor
d R
eten
tion
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
30
B.
Add
ress
es...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
..30
Part
VII.
STA
ND
ARD
PER
MIT
CO
ND
ITIO
NS
......
......
......
......
......
......
......
......
......
......
.....3
1 A
. D
uty
to C
ompl
y....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
31
B.
Con
tinua
tion
of th
e E
xpire
d G
ener
alP
erm
it....
......
......
......
......
......
......
......
......
....3
1 C
. En
forc
emen
t.....
......
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......
......
......
......
......
......
......
......
...31
D
. N
eed
to H
alto
r Red
uce
Act
ivity
Not
a D
efen
se...
......
......
......
......
......
......
......
......
31
E.
Dut
y to
Miti
gate
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
...32
F.
D
uty
to P
rovi
de In
form
atio
n....
......
......
......
......
......
......
......
......
......
......
......
......
.....3
2 G
. O
ther
Info
rmat
ion
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
32
H.
Sig
nato
ry R
equi
rem
ents
......
......
......
......
......
......
......
......
......
......
......
......
......
......
..32
I. P
rope
rty R
ight
s....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
...34
J.
S
ever
abili
ty...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
....3
4 K
. R
equi
rem
ent t
oO
btai
n C
over
age
Und
er a
n A
ltern
ativ
e P
erm
it....
......
......
......
.....3
4 L.
P
rope
r Ope
ratio
n an
dM
aint
enan
ce...
......
......
......
......
......
......
......
......
......
......
.....3
5 M
. In
spec
tion
and
Ent
ry...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
....3
5 N
. P
erm
it A
ctio
ns...
......
......
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......
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......
......
......
......
......
......
......
......
......
......
..36
O.
Def
initi
ons
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.....3
6 P
. R
e-O
pene
r Cla
use
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
....3
6
II
Q.
Pen
altie
sfo
r Fal
sific
atio
n of
For
ms
and
Rep
orts
......
......
......
......
......
......
......
......
.36
R.
Oth
er P
erm
its...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
...36
A
PP
EN
DIX
A...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.....3
7 A
PP
EN
DIX
B...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.....4
4 A
PP
EN
DIX
C...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
....4
6 A
PP
EN
DIX
D...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
....5
2 A
PP
EN
DIX
E...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.....5
3 A
PP
EN
DIX
F...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.....5
5
III
(Par
t I)
Part
I. P
ERM
IT C
OVE
RA
GE
AN
D L
IMIT
ATI
ON
S
A.P
erm
it Ap
plic
atio
nTh
is p
erm
it au
thor
izes
sto
rmw
ater
dis
char
ges
tosu
rface
wat
ers
of th
e S
tate
from
th
e fo
llow
ing
cons
truct
ion
activ
ities
iden
tifie
d w
ithin
40
CFR
Par
ts 1
22.2
6(b)
(14)
(x),
122.
26(b
)(15
)(i)
and
122.
26(b
)(15
)(ii)
, pro
vide
d al
l of t
he e
ligib
ility
pro
visi
ons
of th
is
perm
it ar
e m
et:
Con
stru
ctio
n ac
tiviti
esin
volv
ing
soil
dist
urba
nces
of o
ne (1
) or m
ore
acre
s;
incl
udin
g di
stur
banc
es o
f le
ss t
han
one
acre
tha
t ar
e pa
rt of
a l
arge
r co
mm
on p
lan
of d
evel
opm
ent o
r sal
eth
at w
ill ul
timat
ely
dist
urb
one
or m
ore
acre
s of
land
; exc
ludi
ng r
outin
e m
aint
enan
ce a
ctiv
ityth
at is
per
form
ed to
m
aint
ain
the
orig
inal
line
and
gra
de, h
ydra
ulic
cap
acity
or o
rigin
al p
urpo
se
of a
faci
lity;
Con
stru
ctio
n ac
tiviti
es in
volv
ing
soil
dist
urba
nces
of l
ess
than
one
(1) a
cre
whe
re th
e D
epar
tmen
t has
det
erm
ined
that
a S
PD
ES
per
mit
is re
quire
d fo
r st
orm
wat
er d
isch
arge
sba
sed
on th
e po
tent
ial f
or c
ontri
butio
n to
a v
iola
tion
of a
wat
er q
ualit
y st
anda
rd o
r fo
r si
gnifi
cant
con
tribu
tion
of p
ollu
tant
sto
su
rface
wat
ers
of th
e St
ate.
Con
stru
ctio
n ac
tiviti
es lo
cate
d in
the
wat
ersh
ed(s
) ide
ntifi
ed in
App
endi
x D
th
at in
volv
e so
il di
stur
banc
es b
etw
een
five
thou
sand
(5,
000)
squ
are
feet
an
d on
e (1
) acr
e of
land
.
B.E
fflue
nt L
imita
tions
App
licab
le to
Dis
char
ges
from
Con
stru
ctio
n A
ctiv
ities
Dis
char
ges
auth
oriz
ed b
y th
ispe
rmit
mus
t ac
hiev
e, a
t a
min
imum
, th
e ef
fluen
t lim
itatio
ns in
Par
t I.B
.1.(
a) –
(f)of
this
per
mit.
Thes
e lim
itatio
ns re
pres
ent t
he d
egre
e of
effl
uent
red
uctio
n at
tain
able
by
the
appl
icat
ion
of b
est
prac
ticab
le t
echn
olog
y cu
rrent
ly a
vaila
ble.
Ero
sion
and
Sed
imen
t Con
trolR
equi
rem
ents
-The
ow
ner o
r ope
rato
rmus
t se
lect
, de
sign
, in
stal
l, im
plem
ent
and
mai
ntai
n co
ntro
l m
easu
res
to
min
imiz
eth
e di
scha
rge
of p
ollu
tant
san
dpr
even
t a
viol
atio
n of
the
wat
er
qual
ity s
tand
ards
. The
sel
ectio
n, d
esig
n, in
stal
latio
n, im
plem
enta
tion,
and
m
aint
enan
ceof
thes
e co
ntro
l mea
sure
sm
ust m
eet t
he n
on-n
umer
ic e
fflue
nt
limita
tions
in P
art I
.B.1
.(a) –
(f) o
f thi
s pe
rmit
and
be in
acc
orda
nce
with
the
New
Yor
k S
tate
Sta
ndar
ds a
nd S
peci
ficat
ions
for
Ero
sion
and
Sed
imen
t C
ontro
l, da
ted
Aug
ust
2005
,us
ing
soun
d en
gine
erin
g ju
dgm
ent.
Whe
re
cont
rol m
easu
res
are
not d
esig
ned
in c
onfo
rman
ce w
ith th
e de
sign
crit
eria
in
clud
ed in
the
tech
nica
l sta
ndar
d, th
e ow
ner
or o
pera
tor
mus
t inc
lude
in
the
Sto
rmw
ater
Pol
lutio
n P
reve
ntio
n P
lan
(“SW
PPP
”)th
e re
ason
(s) f
or th
e de
viat
ion
or a
ltern
ativ
e de
sign
and
pro
vide
info
rmat
ion
1
(Par
t I.B
.1)
whi
ch d
emon
stra
tes
that
the
devi
atio
n or
alte
rnat
ive
desi
gn is
equ
ival
entt
o th
e te
chni
cal s
tand
ard.
a.Er
osio
n an
d Se
dim
ent C
ontr
ols.
Des
ign,
inst
all a
nd m
aint
ain
effe
ctiv
e er
osio
nan
d se
dim
ent c
ontro
ls to
min
imiz
eth
e di
scha
rge
of p
ollu
tant
san
d pr
even
t a
viol
atio
n of
the
wat
er q
ualit
y st
anda
rds.
At
a m
inim
um,
such
co
ntro
ls m
ust b
e de
sign
ed, i
nsta
lled
and
mai
ntai
ned
to:
(i)M
inim
ize
soil
eros
ion
thro
ugh
appl
icat
ion
of ru
noff
cont
rol a
nd s
oil
stab
ilizat
ion
cont
rol m
easu
reto
min
imiz
epo
lluta
ntdi
scha
rges
;
(ii)
Con
trol
stor
mw
ater
di
scha
rges
to
m
inim
ize
chan
nel
and
stre
amba
nk e
rosi
onan
d sc
our
in t
he i
mm
edia
te v
icin
ity o
f th
e di
scha
rge
poin
ts;
(iii)
Min
imiz
eth
e am
ount
of s
oil e
xpos
ed d
urin
g co
nstru
ctio
n ac
tivity
;
(iv)
Min
imiz
eth
e di
stur
banc
e of
ste
ep s
lope
s;
(v)
Min
imiz
ese
dim
ent d
isch
arge
s fro
m th
e si
te;
(vi)
Pro
vide
and
mai
ntai
n na
tura
l buf
fers
aro
und
surfa
ce w
ater
s, d
irect
st
orm
wat
er
to
vege
tate
d ar
eas
and
max
imiz
est
orm
wat
er
infil
tratio
nto
redu
ce p
ollu
tant
disc
harg
es, u
nles
s in
feas
ible
;
(vii)
Min
imiz
eso
il co
mpa
ctio
n. M
inim
izin
g so
il co
mpa
ctio
n is
not
re
quire
d w
here
the
inte
nded
func
tion
of a
spe
cific
are
a of
the
site
di
ctat
es th
at it
be
com
pact
ed; a
nd
(viii)
Unl
ess
infe
asib
le,
pres
erve
a s
uffic
ient
am
ount
of
tops
oil
to
com
plet
e so
il re
stor
atio
nan
d es
tabl
ish
a un
iform
, de
nse
vege
tativ
e co
ver.
b.So
il St
abili
zatio
n.In
are
as w
here
soi
l dis
turb
ance
act
ivity
has
tem
pora
rily
or p
erm
anen
tly c
ease
d, th
e ap
plic
atio
n of
soi
l sta
biliz
atio
n m
easu
res
mus
t be
initi
ated
by
the
end
of t
he n
ext
busi
ness
day
and
com
plet
ed w
ithin
fo
urte
en (
14)
days
fro
m t
he d
ate
the
curre
nt s
oil
dist
urba
nce
activ
ity
ceas
ed.F
or c
onst
ruct
ion
site
s th
at d
irect
ly d
isch
arge
to o
ne o
f the
303
(d)
segm
ents
list
ed in
App
endi
x E
or i
s lo
cate
d in
one
of t
he w
ater
shed
s lis
ted
in A
ppen
dix
C,
the
appl
icat
ion
of s
oil
stab
ilizat
ion
mea
sure
s m
ust
be
initi
ated
by
the
end
of th
e ne
xt b
usin
ess
day
and
com
plet
ed w
ithin
sev
en
(7)
days
from
the
date
the
curre
nt s
oil d
istu
rban
ce a
ctiv
ity c
ease
d. S
ee
App
endi
x A
for d
efin
ition
of T
empo
raril
y C
ease
d.
c.D
ewat
erin
g.D
isch
arge
s fro
m d
ewat
erin
g ac
tiviti
es, i
nclu
ding
dis
char
ges
2
(Par
t I.B
.1.c
)fro
m d
ewat
erin
g of
tre
nche
s an
d ex
cava
tions
, m
ust
bem
anag
ed b
y ap
prop
riate
con
trolm
easu
res.
d.Po
llutio
n Pr
even
tion
Mea
sure
s.
Des
ign,
in
stal
l, im
plem
ent,
and
mai
ntai
n ef
fect
ive
pollu
tion
prev
entio
n m
easu
res
to
min
imiz
eth
e di
scha
rge
of p
ollu
tant
san
d pr
even
t a
viol
atio
n of
the
wat
er q
ualit
y st
anda
rds.
At
a m
inim
um,
such
mea
sure
s m
ust
be d
esig
ned,
inst
alle
d,
impl
emen
ted
and
mai
ntai
ned
to:
(i)M
inim
ize
the
disc
harg
eof
pol
luta
nts
from
equ
ipm
ent
and
vehi
cle
was
hing
, whe
el w
ash
wat
er, a
nd o
ther
was
h w
ater
s. T
his
appl
ies
to
was
hing
ope
ratio
ns th
at
use
clea
n w
ater
onl
y. S
oaps
, det
erge
nts
and
solv
ents
cann
otbe
use
d;
(ii)
Min
imiz
eth
e ex
posu
re o
f bu
ildin
g m
ater
ials
, bu
ildin
g pr
oduc
ts,
cons
truct
ion
was
tes,
tra
sh,
land
scap
e m
ater
ials
, fe
rtiliz
ers,
pe
stic
ides
, he
rbic
ides
, de
terg
ents
, sa
nita
ry
was
te
and
othe
r m
ater
ials
pre
sent
on
the
site
to p
reci
pita
tion
and
to s
torm
wat
er.
Min
imiz
atio
n of
exp
osur
e is
not
req
uire
d in
cas
es w
here
the
ex
posu
re t
o pr
ecip
itatio
n an
d to
sto
rmw
ater
will
not
res
ult
in a
di
scha
rge
of p
ollu
tant
s, o
r w
here
exp
osur
e of
a s
peci
fic m
ater
ial
or p
rodu
ct p
oses
littl
e ris
k of
sto
rmw
ater
con
tam
inat
ion
(suc
h as
fin
al p
rodu
cts
and
mat
eria
ls in
tend
ed fo
r out
door
use
) ; a
nd
(iii)
Pre
vent
the
disc
harg
eof
pol
luta
nts
from
spi
lls a
nd l
eaks
and
im
plem
ent
chem
ical
spi
ll an
d le
ak p
reve
ntio
n an
d re
spon
se
proc
edur
es.
e.Pr
ohib
ited
Dis
char
ges.
The
follo
win
g di
scha
rges
are
pro
hibi
ted:
(i)W
aste
wat
er fr
om w
asho
ut o
f con
cret
e;
(ii)
Was
tew
ater
fro
m w
asho
ut a
nd c
lean
out
of s
tucc
o, p
aint
, fo
rm
rele
ase
oils
, cur
ing
com
poun
ds a
nd o
ther
con
stru
ctio
n m
ater
ials
;
(iii)
Fuel
s, o
ils,
or o
ther
pol
luta
nts
used
in
vehi
cle
and
equi
pmen
t op
erat
ion
and
mai
nten
ance
;
(iv)
Soa
ps o
r sol
vent
s us
ed in
veh
icle
and
equ
ipm
ent w
ashi
ng; a
nd
(v)
Toxi
c or
haz
ardo
us s
ubst
ance
s fro
m a
spi
ll or
oth
er re
leas
e.
f.S
urfa
ce O
utle
ts. W
hen
disc
harg
ing
from
bas
ins
and
impo
undm
ents
, the
ou
tlets
sha
ll be
des
igne
d, c
onst
ruct
ed a
nd m
aint
aine
d in
suc
h a
man
ner
that
sed
imen
t doe
s no
t lea
ve th
e ba
sin
or im
poun
dmen
t and
that
ero
sion
3
(Par
t I.B
.1.f)
at o
r bel
ow th
e ou
tlet d
oes
not o
ccur
.
C.P
ost-c
onst
ruct
ion
Stor
mw
ater
Man
agem
ent P
ract
ice
Req
uire
men
ts
The
owne
r or
ope
rato
rof
a c
onst
ruct
ion
activ
ityth
atre
quire
spo
st-
cons
truct
ion
stor
mw
ater
man
agem
ent
prac
tices
purs
uant
to
Par
t III
.C.
of
this
per
mit
mus
t sel
ect,
desi
gn, i
nsta
ll, a
nd m
aint
ain
the
prac
tices
to m
eet
the
perfo
rman
ce c
riter
iain
the
New
Yor
k S
tate
Sto
rmw
ater
Man
agem
ent
Des
ign
Man
ual
(“Des
ign
Man
ual”)
, da
ted
Janu
ary
2015
, us
ing
soun
d en
gine
erin
g ju
dgm
ent.
Whe
re p
ost-c
onst
ruct
ion
stor
mw
ater
man
agem
ent
prac
tices
(“S
MP
s”) a
re n
ot d
esig
ned
in c
onfo
rman
ce w
ith th
e pe
rform
ance
cr
iteria
in t
he D
esig
n M
anua
l, th
e ow
ner
or o
pera
tor
mus
t in
clud
e in
the
SW
PPP
the
reas
on(s
) fo
r th
e de
viat
ion
or a
ltern
ativ
e de
sign
and
pro
vide
in
form
atio
n w
hich
dem
onst
rate
s th
at th
e de
viat
ion
or a
ltern
ativ
e de
sign
is
equi
vale
ntto
the
tech
nica
l sta
ndar
d.
The
owne
r or
ope
rato
r of
a c
onst
ruct
ion
activ
ityth
at r
equi
res
post
-co
nstru
ctio
n st
orm
wat
er m
anag
emen
t pr
actic
es p
ursu
ant
to P
art
III.C
. of
th
is p
erm
it m
ust d
esig
nth
e pr
actic
esto
mee
t the
app
licab
le s
izin
g cr
iteria
in P
art I
.C.2
.a.,
b., c
. or d
.of t
his
perm
it.
a.Si
zing
Crit
eria
for N
ew D
evel
opm
ent
(i)R
unof
f Red
uctio
n Vo
lum
e (“R
Rv”
):R
educ
e th
e to
talW
ater
Qua
lity
Vol
ume
(“WQ
v”)
by a
pplic
atio
n of
RR
tec
hniq
ues
and
stan
dard
S
MP
s w
ith R
Rv
capa
city
. Th
e to
tal
WQ
v sh
all
be c
alcu
late
d in
ac
cord
ance
with
the
crite
ria in
Sec
tion
4.2
of th
e D
esig
n M
anua
l.
(ii)
Min
imum
R
Rv
and
Trea
tmen
t of
R
emai
ning
Tota
lW
Qv:
Con
stru
ctio
n ac
tiviti
esth
at
cann
ot
mee
t th
e cr
iteria
in
P
art
I.C.2
.a.(i
) of
thi
s pe
rmit
due
to s
ite li
mita
tions
shal
l dire
ct r
unof
f fro
m a
ll ne
wly
con
stru
cted
impe
rvio
us a
reas
to a
RR
tech
niqu
e or
stan
dard
SM
P w
ith R
Rv
capa
city
unle
ss in
feas
ible
.The
spe
cific
si
te li
mita
tions
that
pre
vent
the
redu
ctio
n of
100
% o
f the
WQ
v sh
all
be d
ocum
ente
d in
the
SWPP
P. F
or e
ach
impe
rvio
us a
rea
that
is
not
dire
cted
to
a R
R t
echn
ique
or
stan
dard
SM
P w
ith R
Rv
capa
city
, th
e SW
PPP
mus
t in
clud
e do
cum
enta
tion
whi
ch
dem
onst
rate
sth
at a
ll op
tions
wer
e co
nsid
ered
and
for e
ach
optio
n ex
plai
nsw
hy it
is c
onsi
dere
d in
feas
ible
.
In n
o ca
se s
hall
the
runo
ff re
duct
ion
achi
eved
from
the
new
ly
cons
truc
ted
impe
rvio
us a
reas
be le
ss th
an th
e M
inim
um R
Rv
asca
lcul
ated
usi
ng t
hecr
iteria
in S
ectio
n 4.
3 of
the
Des
ign
Man
ual.
The
rem
aini
ng p
ortio
n of
the
tota
l WQ
v 4
(Par
t I.C
.2.a
.ii)
that
can
not b
e re
duce
d sh
all b
e tre
ated
by
appl
icat
ion
of s
tand
ard
SM
Ps.
(iii)
Cha
nnel
Pro
tect
ion
Volu
me
(“C
pv”):
Pro
vide
24
hour
ext
ende
d de
tent
ion
of t
he p
ost-d
evel
oped
1-y
ear,
24-h
our
stor
m e
vent
; re
mai
ning
afte
r ru
noff
redu
ctio
n. T
he C
pv r
equi
rem
ent d
oes
not
appl
y w
hen:
(1)R
educ
tion
of t
he e
ntire
Cpv
is a
chie
ved
by a
pplic
atio
n of
ru
noff
redu
ctio
n te
chni
ques
or i
nfilt
ratio
n sy
stem
s, o
r
(2)T
hesi
te d
isch
arge
s di
rect
ly to
tida
l wat
ers,
or
fifth
ord
er o
r la
rger
stre
ams.
(iv)
Ove
rban
k Fl
ood
Con
trol
Crit
eria
(“Q
p”):
Req
uire
s st
orag
e to
at
tenu
ate
the
post
-dev
elop
men
t 10-
year
, 24-
hour
pea
k di
scha
rge
rate
(Qp)
to p
rede
velo
pmen
t rat
es. T
he Q
p re
quire
men
t doe
s no
t ap
ply
whe
n:(1
)the
site
dis
char
ges
dire
ctly
to
tidal
wat
ers
or f
ifth
orde
r or
la
rger
stre
ams,
or
(2)A
dow
nstre
am a
naly
sis
reve
als
that
ove
rban
k co
ntro
l is
not
requ
ired.
(v)
Ext
rem
e Fl
ood
Con
trol
Crit
eria
(“Q
f”):
Req
uire
s st
orag
e to
at
tenu
ate
the
post
-dev
elop
men
t 10
0-ye
ar,
24-h
our
peak
di
scha
rge
rate
(Qf)
to p
rede
velo
pmen
t rat
es. T
he Q
f req
uire
men
t do
es n
ot a
pply
whe
n:(1
)the
site
dis
char
ges
dire
ctly
to
tidal
wat
ers
or f
ifth
orde
r or
la
rger
stre
ams,
or
(2)A
dow
nstre
am a
naly
sis
reve
als
that
ove
rban
k co
ntro
l is
not
requ
ired.
b.Si
zing
Crit
eria
for
New
Dev
elop
men
tin
Enh
ance
d Ph
osph
orus
R
emov
al W
ater
shed
(i)R
unof
f Red
uctio
n Vo
lum
e (R
Rv)
: R
educ
e th
e to
tal W
ater
Qua
lity
Vol
ume
(WQ
v) b
y ap
plic
atio
n of
RR
tec
hniq
ues
and
stan
dard
S
MP
s w
ith R
Rv
capa
city
.The
tota
l WQ
v is
the
runo
ff vo
lum
e fro
m
the
1-ye
ar,
24
hour
de
sign
st
orm
ov
er
the
post
-dev
elop
ed
wat
ersh
edan
d sh
all b
e ca
lcul
ated
in a
ccor
danc
e w
ith th
e cr
iteria
in
Sec
tion
10.3
of t
he D
esig
n M
anua
l.
(ii)
Min
imum
R
Rv
and
Trea
tmen
t of
R
emai
ning
To
tal
WQ
v:C
onst
ruct
ion
activ
ities
that
ca
nnot
m
eet
the
crite
ria
in
Par
t I.C
.2.b
.(i)
of t
his
perm
itdu
e to
site
lim
itatio
nssh
alld
irect
run
off
from
all
new
ly c
onst
ruct
ed im
perv
ious
are
asto
a R
R te
chni
que
or
5
(Par
t I.C
.2.b
.ii)
stan
dard
SM
P w
ith R
Rv
capa
city
unl
ess
infe
asib
le.T
he s
peci
fic
site
lim
itatio
nsth
at p
reve
nt th
e re
duct
ion
of 1
00%
of t
he W
Qv
shal
l be
doc
umen
ted
in th
e SW
PPP
. For
eac
h im
perv
ious
are
ath
at is
no
t di
rect
ed t
o a
RR
tec
hniq
ue o
r st
anda
rd S
MP
with
RR
v ca
paci
ty,
the
SWPP
P
mus
t in
clud
e do
cum
enta
tion
whi
chde
mon
stra
tes
that
all o
ptio
ns w
ere
cons
ider
ed a
nd fo
r eac
h op
tion
expl
ains
why
itis
cons
ider
edin
feas
ible
.
In n
o ca
se s
hall
the
runo
ff re
duct
ion
achi
eved
from
the
new
ly
cons
truc
ted
impe
rvio
us a
reas
be le
ss th
an th
e M
inim
um R
Rv
as c
alcu
late
d us
ing
the
crite
ria in
Sec
tion
10.3
of t
he D
esig
n M
anua
l.Th
ere
mai
ning
porti
on o
f th
e to
tal W
Qv
that
can
not b
e re
duce
d sh
all b
e tre
ated
by
appl
icat
ion
of s
tand
ard
SM
Ps.
(iii)
Cha
nnel
Pro
tect
ion
Volu
me
(Cpv
): P
rovi
de 2
4 ho
ur e
xten
ded
dete
ntio
n of
the
pos
t-dev
elop
ed 1
-yea
r, 24
-hou
r st
orm
eve
nt;
rem
aini
ng a
fter
runo
ff re
duct
ion.
The
Cpv
req
uire
men
t doe
s no
t ap
ply
whe
n: (1)R
educ
tion
of
the
entir
e C
pv
is
achi
eved
by
ap
plic
atio
n of
ru
noff
redu
ctio
n te
chni
ques
or
in
filtra
tion
syst
ems,
or
(2)T
hesi
te d
isch
arge
s di
rect
ly t
o tid
al w
ater
s,or
fift
h or
der o
r lar
ger s
tream
s.
(iv)
Ove
rban
k Fl
ood
Con
trol
Crit
eria
(Q
p):
Req
uire
s st
orag
e to
at
tenu
ate
the
post
-dev
elop
men
t 10-
year
, 24-
hour
pea
k di
scha
rge
rate
(Qp)
to p
rede
velo
pmen
t rat
es. T
he Q
p re
quire
men
t doe
s no
t ap
ply
whe
n: (1)t
he s
ite d
isch
arge
s di
rect
ly t
o tid
al w
ater
s or
fift
h or
der o
r lar
ger s
tream
s, o
r(2
)A d
owns
tream
ana
lysi
s re
veal
s th
at o
verb
ank
cont
rol
is n
ot re
quire
d.
(v)
Ext
rem
e Fl
ood
Con
trol C
riter
ia (Q
f): R
equi
res
stor
age
to a
ttenu
ate
the
post
-dev
elop
men
t 100
-yea
r, 24
-hou
r pea
k di
scha
rge
rate
(Qf)
to p
rede
velo
pmen
t ra
tes.
The
Qf
requ
irem
ent
does
not
app
ly
whe
n:(1
)the
site
dis
char
ges
dire
ctly
to
tidal
wat
ers
or f
ifth
orde
r or l
arge
r stre
ams,
or
(2)A
dow
nstre
am a
naly
sis
reve
als
that
ove
rban
k co
ntro
l is
not
requ
ired.
c.Si
zing
Crit
eria
for R
edev
elop
men
t Act
ivity
6
(Par
t I.C
.2.c
.i)(i)
Wat
er Q
ualit
y V
olum
e (W
Qv)
: Th
e W
Qv
treat
men
t ob
ject
ive
for
rede
velo
pmen
t act
ivity
shal
l be
addr
esse
d by
one
of t
he fo
llow
ing
optio
ns.
Red
evel
opm
ent
activ
ities
loca
ted
in
anE
nhan
ced
Pho
spho
rus
Rem
oval
Wat
ersh
ed (s
ee P
art I
II.B
.3.a
nd A
ppen
dix
Cof
this
per
mit)
shal
l cal
cula
te th
e W
Qv
in a
ccor
danc
e w
ith S
ectio
n 10
.3 o
f the
Des
ign
Man
ual.
All
othe
r red
evel
opm
ent a
ctiv
ities
shal
l ca
lcul
ate
the
WQ
v in
acc
orda
nce
with
Sec
tion
4.2
of t
he D
esig
n M
anua
l.
(1)R
educ
e th
e ex
istin
g im
perv
ious
cov
erby
a m
inim
um
of 2
5% o
f th
e to
tal d
istu
rbed
, im
perv
ious
are
a.Th
e S
oil R
esto
ratio
n cr
iteria
in S
ectio
n 5.
1.6
of th
e D
esig
n M
anua
l mus
t be
appl
ied
to a
ll ne
wly
cre
ated
per
viou
s ar
eas,
or
(2)C
aptu
re a
nd tr
eat a
min
imum
of 2
5% o
f the
WQ
v fro
m
the
dist
urbe
d, im
perv
ious
are
aby
the
appl
icat
ion
of
stan
dard
SM
Ps;
or r
educ
e 25
% o
f the
WQ
v fro
m th
e di
stur
bed,
impe
rvio
us a
rea
by th
e ap
plic
atio
n of
RR
te
chni
ques
or s
tand
ard
SM
Ps
with
RR
v ca
paci
ty.,
or(3
)Cap
ture
and
treat
a m
inim
um o
f 75%
of t
he W
Qv
from
th
e di
stur
bed,
im
perv
ious
ar
eaas
w
ell
as
any
addi
tiona
l run
off f
rom
trib
utar
y ar
eas
by a
pplic
atio
n of
th
e al
tern
ativ
e pr
actic
es d
iscu
ssed
in
Sec
tions
9.3
and
9.4
of th
e D
esig
n M
anua
l., o
r(4
)App
licat
ion
of a
com
bina
tion
of 1
,2 a
nd 3
abo
ve th
at
prov
ide
a w
eigh
ted
aver
age
of a
t le
ast
two
of t
he
abov
e m
etho
ds. A
pplic
atio
n of
this
met
hod
shal
l be
in a
ccor
danc
e w
ith th
e cr
iteria
in S
ectio
n 9.
2.1(
B) (
IV)
of th
e D
esig
n M
anua
l.
If th
ere
is a
n ex
istin
g po
st-c
onst
ruct
ion
stor
mw
ater
man
agem
ent
prac
tice
loca
ted
on th
e si
te th
at c
aptu
res
and
treat
s ru
noff
from
the
impe
rvio
us a
rea
that
is b
eing
dis
turb
ed, t
he W
Qv
treat
men
t opt
ion
sele
cted
mus
t, at
a m
inim
um,
prov
ide
treat
men
t eq
ual
to t
he
treat
men
t tha
t was
bei
ng p
rovi
ded
by th
e ex
istin
g pr
actic
e(s)
if th
at
treat
men
t is
gre
ater
tha
n th
e tre
atm
ent
requ
ired
by o
ptio
ns 1
–4
abov
e.
(ii)
Cha
nnel
Pro
tect
ion
Volu
me
(Cpv
): N
ot r
equi
red
if th
ere
are
noch
ange
s to
hyd
rolo
gy t
hat
incr
ease
the
dis
char
gera
tefro
m t
he
proj
ect s
ite.
(iii)
Ove
rban
k Fl
ood
Con
trol C
riter
ia (Q
p): N
ot re
quire
d if
ther
e ar
eno
chan
ges
to h
ydro
logy
tha
t in
crea
se t
he d
isch
arge
rate
from
the
proj
ect s
ite.
7
(Par
t I.C
.2.c
.iv)
(iv)
Ext
rem
e Fl
ood
Con
trol C
riter
ia (
Qf):
Not
req
uire
d if
ther
e ar
eno
chan
ges
to h
ydro
logy
tha
t in
crea
se t
he d
isch
arge
rate
from
the
pr
ojec
t site
.
d.Si
zing
Crit
eria
for
Com
bina
tion
of R
edev
elop
men
t Act
ivity
and
New
D
evel
opm
ent
Con
stru
ctio
n pr
ojec
ts th
at in
clud
e bo
th N
ew D
evel
opm
enta
nd
Red
evel
opm
ent
Act
ivity
shal
l pr
ovid
e po
st-c
onst
ruct
ion
stor
mw
ater
man
agem
ent c
ontro
ls th
at m
eet t
he s
izin
g cr
iteria
calc
ulat
ed a
s an
agg
rega
te o
f the
Siz
ing
Crit
eria
in P
art I
.C.2
.a.
or b
. of
thi
s pe
rmit
for
the
New
Dev
elop
men
tpo
rtion
of
the
proj
ect
and
Par
t I.C
.2.c
of
this
per
mit
for
Red
evel
opm
ent
Act
ivity
porti
on o
f the
pro
ject
.
D.M
aint
aini
ng W
ater
Qua
lity
The
Dep
artm
ent
expe
cts
that
com
plia
nce
with
the
con
ditio
ns o
f th
is p
erm
it w
ill
cont
rol d
isch
arge
s ne
cess
ary
to m
eet a
pplic
able
wat
er q
ualit
y st
anda
rds.
It sh
all b
e a
viol
atio
n of
the
EC
L fo
r any
dis
char
ge to
eith
er c
ause
or c
ontri
bute
to a
vio
latio
n of
wat
er q
ualit
y st
anda
rds
as c
onta
ined
in P
arts
700
thro
ugh
705
of T
itle
6 of
the
Offi
cial
Com
pila
tion
of C
odes
, Rul
es a
nd R
egul
atio
ns o
f the
Sta
te o
f New
Yor
k, s
uch
as:
Ther
e sh
all b
e no
incr
ease
in tu
rbid
ity th
at w
ill ca
use
a su
bsta
ntia
l vis
ible
cont
rast
to n
atur
al c
ondi
tions
;
Ther
e sh
all b
e no
incr
ease
in s
uspe
nded
, col
loid
al o
rset
tleab
le s
olid
s th
at
will
cau
se d
epos
ition
or i
mpa
ir th
e w
ater
s fo
r the
ir be
st u
sage
s; a
nd
Ther
e sh
allb
e no
res
idue
from
oil
and
float
ing
subs
tanc
es, n
or v
isib
le o
il fil
m, n
orgl
obul
es o
f gre
ase.
If th
ere
is e
vide
nce
indi
catin
g th
at t
he s
torm
wat
er d
isch
arge
s au
thor
ized
by
this
pe
rmit
are
caus
ing,
hav
e th
e re
ason
able
pot
entia
l to
caus
e, o
r are
con
tribu
ting
to a
viol
atio
n of
the
wat
er q
ualit
y st
anda
rds;
the
owne
r or o
pera
torm
ust t
ake
appr
opria
te
corre
ctiv
e ac
tion
in a
ccor
danc
e w
ith P
art I
V.C
.5. o
f thi
s ge
nera
l per
mit
and
docu
men
t in
acc
orda
nce
with
Par
t IV
.C.4
. of t
his
gene
ral p
erm
it.To
add
ress
the
wat
er q
ualit
y st
anda
rdvi
olat
ion
the
owne
r or o
pera
tor m
ay n
eed
to p
rovi
de a
dditi
onal
info
rmat
ion,
in
clud
e an
d im
plem
ent a
ppro
pria
te c
ontro
ls in
the
SWPP
P to
cor
rect
the
prob
lem
, or
obt
ain
an in
divi
dual
SP
DE
S p
erm
it.
If th
ere
is e
vide
nce
indi
catin
g th
at d
espi
te c
ompl
ianc
e w
ith th
e te
rms
and
cond
ition
s of
this
gen
eral
per
mit
it is
dem
onst
rate
d th
at th
e st
orm
wat
er d
isch
arge
s au
thor
ized
by
this
per
mit
are
caus
ing
or c
ontri
butin
g to
a v
iola
tion
of w
ater
qual
ity s
tand
ards
, or
8
(Par
t I.D
)if
the
Dep
artm
ent
dete
rmin
es t
hat
a m
odifi
catio
n of
the
per
mit
is n
eces
sary
to
prev
ent
a vi
olat
ion
of w
ater
qua
lity
stan
dard
s, t
he a
utho
rized
dis
char
ges
will
no
long
er b
e el
igib
le fo
r cov
erag
e un
der t
his
perm
it. T
he D
epar
tmen
t may
requ
ire th
e ow
ner o
r ope
rato
rto
obta
in a
nin
divi
dual
SPD
ES
per
mit
to c
ontin
ue d
isch
argi
ng.
E.El
igib
ility
Und
er T
his
Gen
eral
Per
mit
This
per
mit
may
aut
horiz
e al
l dis
char
ges
of s
torm
wat
er fr
om c
onst
ruct
ion
activ
ity to
sur
face
wat
ers
of th
e S
tate
and
grou
ndw
ater
sex
cept
for i
nelig
ible
di
scha
rges
iden
tifie
d un
der s
ubpa
ragr
aph
F. o
f thi
s P
art.
Exc
ept f
or n
on-s
torm
wat
er d
isch
arge
sex
plic
itly
liste
d in
the
next
par
agra
ph,
this
pe
rmit
only
au
thor
izes
st
orm
wat
er
disc
harg
es
from
co
nstru
ctio
n ac
tiviti
es.
Not
with
stan
ding
pa
ragr
aphs
E
.1
and
E.2
abov
e,
the
follo
win
g no
n-st
orm
wat
er d
isch
arge
sm
ay b
e au
thor
ized
by
this
per
mit:
dis
char
ges
from
fir
efig
htin
g ac
tiviti
es;
fire
hydr
ant
flush
ings
; w
ater
s to
whi
ch c
lean
sers
or
othe
r com
pone
nts
have
not
bee
n ad
ded
that
are
use
d to
was
h ve
hicl
es o
r co
ntro
l du
st i
n ac
cord
ance
with
the
SW
PPP
, ro
utin
e ex
tern
al b
uild
ing
was
hdow
n w
hich
doe
s no
t us
e de
terg
ents
; pav
emen
t w
ashw
ater
s w
here
sp
ills
or le
aks
of to
xic
or h
azar
dous
mat
eria
ls h
ave
not o
ccur
red
(unl
ess
all
spille
d m
ater
ial h
as b
een
rem
oved
) and
whe
re d
eter
gent
s ar
e no
t use
d; a
ir co
nditi
onin
g co
nden
sate
; un
cont
amin
ated
gro
undw
ater
or s
prin
g w
ater
; un
cont
amin
ated
dis
char
ges
from
con
stru
ctio
n si
te d
e-w
ater
ing
oper
atio
ns;
and
foun
datio
n or
foo
ting
drai
ns w
here
flo
ws
are
not
cont
amin
ated
with
pr
oces
s m
ater
ials
suc
h as
sol
vent
s. F
or t
hose
ent
ities
req
uire
d to
obt
ain
cove
rage
und
er th
is p
erm
it, a
nd w
ho d
isch
arge
as n
oted
in th
is p
arag
raph
, an
d w
ith th
e ex
cept
ion
of fl
ows
from
fire
fight
ing
activ
ities
, the
se d
isch
arge
sm
ust b
e id
entif
ied
in th
e SW
PPP
. Und
er a
ll ci
rcum
stan
ces,
the
owne
r or
op
erat
or m
ust
still
com
ply
with
wat
er q
ualit
y st
anda
rds
in P
art
I.Dof
this
pe
rmit.
The
owne
r or
ope
rato
rm
ust m
aint
ain
perm
it el
igib
ility
to d
isch
arge
unde
r th
is p
erm
it.
Any
dis
char
ges
that
are
not
com
plia
nt w
ith t
he e
ligib
ility
co
nditi
ons
of th
is p
erm
it ar
e no
t aut
horiz
ed b
y th
e pe
rmit
and
the
owne
r or
oper
ator
mus
t eith
er a
pply
for
a s
epar
ate
perm
it to
cov
er th
ose
inel
igib
le
disc
harg
esor
tak
e st
eps
nece
ssar
y to
mak
e th
e di
scha
rge
elig
ible
for
co
vera
ge.
F.A
ctiv
ities
Whi
ch A
re In
elig
ible
for C
over
age
Und
er T
his
Gen
eral
Per
mit
All
of th
e fo
llow
ing
are
nota
utho
rized
by
this
per
mit:
9
(Par
t I.F
)
Dis
char
ges
afte
r co
nstru
ctio
n ac
tiviti
esha
ve b
een
com
plet
ed a
nd th
e si
te
has
unde
rgon
e fin
al s
tabi
lizat
ion;
Dis
char
ges
that
are
mix
ed w
ith s
ourc
es o
f non
-sto
rmw
ater
oth
er th
an th
ose
expr
essl
y au
thor
ized
und
er s
ubse
ctio
n E.
3. o
f thi
s P
art a
nd id
entif
ied
in th
e SW
PPP
requ
ired
by th
is p
erm
it;
Dis
char
ges
that
are
req
uire
d to
obt
ain
an i
ndiv
idua
l S
PD
ES
per
mit
or
anot
her S
PD
ES
gene
ral p
erm
it pu
rsua
nt to
Par
t VII.
K.o
f thi
s pe
rmit;
Con
stru
ctio
n ac
tiviti
esor
dis
char
ges
from
con
stru
ctio
n ac
tiviti
es th
at m
ayad
vers
ely
affe
ct a
nen
dang
ered
or t
hrea
tene
d sp
ecie
sun
less
the
owne
r or
oper
ator
has
obta
ined
ape
rmit
issu
edpu
rsua
nt to
6 N
YCR
R P
art 1
82fo
r th
e pr
ojec
t or t
he D
epar
tmen
t has
issu
ed a
lette
r of n
on-ju
risdi
ctio
n fo
r the
pr
ojec
t.A
ll do
cum
enta
tion
nece
ssar
y to
dem
onst
rate
elig
ibilit
y sh
all
be
mai
ntai
ned
on s
ite in
acc
orda
nce
with
Par
tII.C
.2 o
f thi
s pe
rmit.
Dis
char
ges
whi
chei
ther
cau
se o
r co
ntrib
ute
to a
vio
latio
n of
wat
er q
ualit
y st
anda
rds
adop
ted
purs
uant
to th
e E
CL
and
its a
ccom
pany
ing
regu
latio
ns;
Con
stru
ctio
n ac
tiviti
esfo
r res
iden
tial,
com
mer
cial
and
inst
itutio
nal p
roje
cts:
a.W
here
the
disc
harg
es f
rom
the
con
stru
ctio
n ac
tiviti
esar
e tri
buta
ry t
o w
ater
s of
the
stat
e cl
assi
fied
as A
A o
r AA
-s; a
nd
b.W
hich
dist
urb
one
or m
ore
acre
s of
land
with
no
exis
ting
impe
rvio
us c
over
;an
d
c.W
hich
are
unde
rtake
n on
land
with
a S
oil S
lope
Pha
se th
at is
iden
tifie
d as
an
E o
r F, o
r the
map
uni
t nam
e is
incl
usiv
e of
25%
or g
reat
er s
lope
, on
the
Uni
ted
Sta
tes
Dep
artm
ent o
f Agr
icul
ture
(“U
SD
A”)
Soi
l Sur
vey
for t
he
Cou
nty
whe
re th
e di
stur
banc
e w
ill oc
cur.
Con
stru
ctio
n ac
tiviti
esfo
r lin
ear
trans
porta
tion
proj
ects
and
lin
ear
utilit
y pr
ojec
ts:
a.W
here
the
disc
harg
es f
rom
the
con
stru
ctio
n ac
tiviti
esar
e tri
buta
ry t
o w
ater
s of
the
stat
e cl
assi
fied
as A
A o
r AA
-s; a
nd
b.W
hich
dist
urb
two
or m
ore
acre
s of
land
with
no
exis
ting
impe
rvio
us c
over
;an
d
c.W
hich
are
unde
rtake
n on
land
with
a S
oil S
lope
Pha
se th
at is
iden
tifie
d as
an
E o
r F, o
r the
map
uni
t nam
e is
incl
usiv
e of
25%
or g
reat
er s
lope
,on
the
US
DA
Soi
l Sur
vey
for t
he C
ount
y w
here
the
dist
urba
nce
will
occu
r.10
(Par
t I.F
.8)
Con
stru
ctio
n ac
tiviti
esth
at h
ave
the
pote
ntia
l to
affe
ct a
nhi
stor
icpr
oper
ty,
unle
ssth
ere
is d
ocum
enta
tion
that
suc
him
pact
s ha
ve b
een
reso
lved
.The
fo
llow
ing
docu
men
tatio
nne
cess
ary
to d
emon
stra
te e
ligib
ility
with
thi
s re
quire
men
tsha
ll be
mai
ntai
ned
on s
ite in
acc
orda
nce
with
Par
t II.C
.2 o
f th
is p
erm
itan
d m
ade
avai
labl
e to
the
Dep
artm
ent i
n ac
cord
ance
with
Par
t V
II.F
of th
is p
erm
it:
a.D
ocum
enta
tion
that
th
e co
nstru
ctio
n ac
tivity
is
not
with
in
an
arch
eolo
gica
lly s
ensi
tive
area
indi
cate
d on
the
sens
itivi
ty m
ap, a
nd th
at
the
cons
truct
ion
activ
ityis
not
loca
ted
on o
r im
med
iate
ly a
djac
ent
to a
pr
oper
ty li
sted
or
dete
rmin
ed to
be
elig
ible
for
listin
g on
the
Nat
iona
l or
Sta
te R
egis
ters
of
His
toric
Pla
ces,
and
that
ther
e is
no
new
per
man
ent
build
ing
on t
he c
onst
ruct
ion
site
with
in t
he f
ollo
win
g di
stan
ces
from
a
build
ing,
stru
ctur
e, o
r obj
ect t
hat i
s m
ore
than
50
year
s ol
d, o
r if t
here
is
such
a n
ew p
erm
anen
t bu
ildin
g on
the
con
stru
ctio
n si
te w
ithin
tho
se
para
met
ers
that
N
YS
Offi
ce
of
Park
s,
Rec
reat
ion
and
His
toric
P
rese
rvat
ion
(OP
RH
P),
a H
isto
ric P
rese
rvat
ion
Com
mis
sion
of a
Cer
tifie
d Lo
cal
Gov
ernm
ent,
or
a qu
alifi
ed
pres
erva
tion
prof
essi
onal
ha
s de
term
ined
that
the
build
ing,
stru
ctur
e, o
r obj
ect m
ore
than
50
year
s ol
d is
not
his
toric
ally
/arc
heol
ogic
ally
sig
nific
ant.
1-5
acre
s of
dis
turb
ance
-20
feet
5-20
acr
es o
f dis
turb
ance
-50
feet
20+
acre
s of
dis
turb
ance
-10
0 fe
et, o
r
b.D
EC
con
sulta
tion
form
sen
t to
OP
RH
P,
and
copi
ed t
o th
e N
YS D
EC
A
genc
y H
isto
ric P
rese
rvat
ion
Offi
cer (
APO
), an
d (i)
the
Sta
te E
nviro
nmen
tal Q
ualit
y R
evie
w (
SE
QR
) E
nviro
nmen
tal
Ass
essm
ent
Form
(EA
F) w
ith a
neg
ativ
e de
clar
atio
n or
the
Fi
ndin
gs S
tate
men
t, w
ith d
ocum
enta
tion
of O
PR
HP
’s a
gree
men
t w
ith th
e re
solu
tion;
or
(ii)
docu
men
tatio
n fro
m O
PR
HP
tha
t th
e co
nstru
ctio
n ac
tivity
will
resu
lt in
No
Impa
ct; o
r(ii
i)do
cum
enta
tion
from
OP
RH
P p
rovi
ding
a d
eter
min
atio
n of
No
Adv
erse
Impa
ct; o
r(iv
)a
Lette
r of R
esol
utio
n si
gned
by
the
owne
r/ope
rato
r, O
PR
HP
and
the
DE
C A
PO
whi
ch a
llow
s fo
r th
is c
onst
ruct
ion
activ
ityto
be
elig
ible
for c
over
age
unde
r the
gen
eral
per
mit
in te
rms
of th
e St
ate
His
toric
Pre
serv
atio
n Ac
t (S
HP
A);
or
c.D
ocum
enta
tion
of
satis
fact
ory
com
plia
nce
with
S
ectio
n 10
6 of
th
e N
atio
nal H
isto
ric P
rese
rvat
ion
Act
for a
cot
erm
inou
s pr
ojec
t are
a:(i)
No
Affe
ct(ii
)N
o A
dver
se A
ffect
11
(Par
t I.F
.8.c
.iii)
(iii)
Exe
cute
d M
emor
andu
m o
f Agr
eem
ent,
or
d.D
ocum
enta
tion
that
:(i)
SH
PA
Sec
tion
14.0
9 ha
s be
en c
ompl
eted
by
NYS
DE
C o
r ano
ther
st
ate
agen
cy.
Dis
char
ges
from
con
stru
ctio
n ac
tiviti
esth
at a
re s
ubje
ct t
o an
exi
stin
g S
PD
ES
indi
vidu
al o
r gen
eral
per
mit
whe
re a
SP
DE
S p
erm
it fo
r con
stru
ctio
n ac
tivity
has
been
term
inat
ed o
r den
ied;
or w
here
the
owne
r or o
pera
torh
as
faile
d to
rene
w a
n ex
pire
d in
divi
dual
per
mit.
Part
II.
OB
TAIN
ING
PER
MIT
CO
VER
AG
E
A.N
otic
e of
Inte
nt (N
OI)
Subm
ittal
An
owne
r or
ope
rato
rof
a c
onst
ruct
ion
activ
ity t
hat
is n
otsu
bjec
t to
the
re
quire
men
ts o
f a
regu
late
d, t
radi
tiona
l la
nd u
se c
ontro
l M
S4
mus
t fir
st
prep
are
a SW
PPP
in a
ccor
danc
e w
ith a
ll ap
plic
able
req
uire
men
ts o
f th
is
perm
it an
d th
en s
ubm
it a
com
plet
ed N
OI f
orm
to th
eD
epar
tmen
tin
orde
r to
be a
utho
rized
to
disc
harg
e un
der
this
per
mit.
An
owne
r or
ope
rato
rsh
all
use
eith
er t
he e
lect
roni
c (e
NO
I) or
pap
er v
ersi
on o
f th
e N
OI
that
the
D
epar
tmen
t pr
epar
ed.
Bot
h ve
rsio
ns o
f th
e N
OI
are
loca
ted
on t
he
Dep
artm
ent’s
web
site
(http
://w
ww
.dec
.ny.
gov/
).Th
e pa
per
vers
ion
of th
e N
OI
shal
l be
sig
ned
in a
ccor
danc
e w
ith P
art
VII.
H.
of t
his
perm
itan
d su
bmitt
ed to
the
follo
win
g ad
dres
s.
NO
TIC
E O
F IN
TEN
TN
YS D
EC, B
urea
u of
Wat
er P
erm
its62
5 B
road
way
, 4th
Floo
rA
lban
y, N
ew Y
ork
1223
3-35
05
An
owne
r or
ope
rato
rof
a c
onst
ruct
ion
activ
ity t
hat
is s
ubje
ct t
o th
e re
quire
men
ts o
f a
regu
late
d, t
radi
tiona
l la
nd u
se c
ontro
l M
S4
mus
t fir
st
prep
are
a SW
PPP
in a
ccor
danc
e w
ith a
ll ap
plic
able
req
uire
men
ts o
f th
is
perm
it an
d th
en h
ave
its S
WPP
P re
view
ed a
nd a
ccep
ted
by th
e re
gula
ted,
tra
ditio
nal
land
use
con
trol
MS
4pr
ior
to s
ubm
ittin
g th
e N
OI
to t
he
Dep
artm
ent.
The
owne
r or
op
erat
orsh
all
have
th
e “M
S4
SWPP
P A
ccep
tanc
e” fo
rm s
igne
din
acc
orda
nce
with
Par
t VII.
H.,
and
then
sub
mit
that
for
m a
long
with
a c
ompl
eted
NO
I to
the
Dep
artm
ent.
An
owne
r or
op
erat
orsh
all u
se e
ither
the
elec
troni
c (e
NO
I) or
pap
er v
ersi
on o
f the
NO
I.
The
pape
r ver
sion
of t
he N
OI s
hall
be s
igne
d in
acc
orda
nce
with
Par
t VII.
H.
of th
is p
erm
it an
d su
bmitt
ed to
the
addr
ess
in P
art I
I.A.1
.
12
(Par
t II.A
.2)
The
requ
irem
ent f
or a
n ow
ner o
r ope
rato
rto
have
its
SWPP
P re
view
ed a
nd
acce
pted
by
the
MS
4pr
ior
to s
ubm
ittin
g th
e N
OI t
o th
e D
epar
tmen
t doe
s no
t ap
ply
to a
n ow
ner
or o
pera
tor
that
is
obta
inin
g pe
rmit
cove
rage
in
acco
rdan
ce w
ith t
he r
equi
rem
ents
in
Par
t II.
E.
(Cha
nge
of O
wne
r or
O
pera
tor)
or w
here
the
owne
r or o
pera
toro
f the
con
stru
ctio
n ac
tivity
is th
e re
gula
ted,
trad
ition
al la
nd u
se c
ontro
l MS
4.
The
owne
r or
ope
rato
r sha
ll ha
ve th
e SW
PPP
pre
pare
r si
gn th
e “S
WPP
P P
repa
rer C
ertif
icat
ion”
sta
tem
ent o
n th
e N
OI p
rior t
o su
bmitt
ing
the
form
to
the
Dep
artm
ent.
As
of th
e da
te th
e N
OI i
s su
bmitt
ed to
the
Dep
artm
ent,
the
owne
r or o
pera
tor
shal
l m
ake
the
NO
I an
d SW
PPP
avai
labl
e fo
rre
view
and
cop
ying
in
acco
rdan
ce w
ith th
e re
quire
men
ts in
Par
t VII.
F. o
f thi
s pe
rmit.
B.P
erm
it Au
thor
izat
ion
An
owne
r or
ope
rato
rsh
all n
ot c
omm
ence
con
stru
ctio
n ac
tivity
unt
il th
eir
auth
oriz
atio
n to
dis
char
geun
der t
his
perm
it go
es in
to e
ffect
.
Aut
horiz
atio
n to
dis
char
geun
der t
his
perm
it w
ill be
effe
ctiv
e w
hen
the
owne
r or
ope
rato
r has
sat
isfie
d al
lof t
he fo
llow
ing
crite
ria:
a.pr
ojec
t re
view
pur
suan
t to
the
Sta
te E
nviro
nmen
tal Q
ualit
y R
evie
w A
ct
(“SE
QR
A”)
have
bee
n sa
tisfie
d, w
hen
SEQ
RA
is
appl
icab
le.
See
the
D
epar
tmen
t’s w
ebsi
te (h
ttp://
ww
w.d
ec.n
y.go
v/)f
or m
ore
info
rmat
ion,
b.w
here
requ
ired,
all
nece
ssar
y D
epar
tmen
t per
mits
sub
ject
to th
e U
nifo
rm
Pro
cedu
res
Act
(“U
PA
”)(s
ee 6
NYC
RR
Par
t 62
1) h
ave
been
obt
aine
d,
unle
ss o
ther
wis
e no
tifie
d by
the
Dep
artm
ent
purs
uant
to
6 N
YCR
R
621.
3(a)
(4).
Ow
ners
or
oper
ator
sof
con
stru
ctio
n ac
tiviti
es t
hat
are
requ
ired
to o
btai
n U
PA
perm
itsm
ust s
ubm
it a
prel
imin
ary
SWPP
P to
the
appr
opria
te D
EC
Per
mit
Adm
inis
trato
r at
the
Reg
iona
l O
ffice
lis
ted
in
App
endi
x F
at th
e tim
e al
l oth
er n
eces
sary
UP
Ape
rmit
appl
icat
ions
are
su
bmitt
ed. T
he p
relim
inar
y SW
PPP
mus
t inc
lude
suf
ficie
nt in
form
atio
n to
de
mon
stra
te th
at th
e co
nstru
ctio
n ac
tivity
qua
lifie
s fo
r aut
horiz
atio
n un
der
this
per
mit,
c.th
e fin
al S
WPP
P h
as b
een
prep
ared
, and
d.a
com
plet
eN
OI h
as b
een
subm
itted
to th
e D
epar
tmen
t in
acco
rdan
ce w
ith
the
requ
irem
ents
of t
his
perm
it.
An
owne
r or o
pera
tor t
hat h
as s
atis
fied
the
requ
irem
ents
of P
art I
I.B.2
abo
ve
13
(Par
t II.B
.3)
will
be
auth
oriz
ed to
dis
char
gest
orm
wat
er fr
om th
eir c
onst
ruct
ion
activ
ity in
acco
rdan
ce w
ith th
e fo
llow
ing
sche
dule
:
a.Fo
r co
nstru
ctio
n ac
tiviti
esth
at a
re n
otsu
bjec
t to
the
req
uire
men
ts o
f a
regu
late
d, tr
aditi
onal
land
use
con
trol M
S4:
(i)Fi
ve (
5) b
usin
ess
days
fro
m t
he d
ate
the
Dep
artm
ent
rece
ives
a
com
plet
e el
ectro
nic
vers
ion
of t
he N
OI
(eN
OI)
for
cons
truct
ion
activ
ities
with
a S
WPP
P t
hat
has
been
pre
pare
d in
con
form
ance
w
ith th
e de
sign
crit
eria
in th
e te
chni
cal s
tand
ard
refe
renc
ed in
Par
t III
.B.1
and
the
perfo
rman
ce
crite
riain
th
e te
chni
cal
stan
dard
re
fere
nced
in
Par
ts I
II.B
., 2
or 3
, fo
r co
nstru
ctio
n ac
tiviti
esth
at
requ
ire
post
-con
stru
ctio
n st
orm
wat
er
man
agem
ent
prac
tices
purs
uant
to P
art I
II.C
.; or
(ii)
Six
ty (6
0) b
usin
ess
days
from
the
date
the
Dep
artm
ent r
ecei
ves
aco
mpl
ete
NO
I (e
lect
roni
c or
pa
per
vers
ion)
for
cons
truct
ion
activ
ities
with
a
SW
PPP
th
at
has
not
been
pr
epar
ed
in
conf
orm
ance
w
ith
the
desi
gn
crite
ria
in
tech
nica
l st
anda
rd
refe
renc
ed in
Par
t III.
B.1
. or,
for c
onst
ruct
ion
activ
ities
that
requ
ire
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
es p
ursu
ant t
o P
art
III.C
.,th
epe
rform
ance
crit
eria
inth
ete
chni
cal
stan
dard
refe
renc
ed in
Par
ts II
I.B.,
2 or
3,o
r;
(iii)
Ten
(10)
bus
ines
s da
ys fr
om th
e da
te th
e D
epar
tmen
t rec
eive
s a
com
plet
e pa
per v
ersi
on o
f the
NO
I for
con
stru
ctio
n ac
tiviti
esw
ith
a SW
PPP
that
has
bee
n pr
epar
ed in
con
form
ance
with
the
desi
gn
crite
ria in
the
tech
nica
l sta
ndar
d re
fere
nced
in P
art I
II.B
.1 a
nd th
epe
rform
ance
crit
eria
in th
e te
chni
cal s
tand
ard
refe
renc
ed in
Par
ts
III.B
., 2
or
3,
for
cons
truct
ion
activ
ities
that
re
quire
po
st-
cons
truct
ion
stor
mw
ater
man
agem
ent p
ract
ices
pur
suan
t to
Par
t III
.C.
b.Fo
r co
nstru
ctio
n ac
tiviti
esth
at a
re s
ubje
ct t
o th
e re
quire
men
ts o
f a
regu
late
d, tr
aditi
onal
land
use
con
trol M
S4:
(i)Fi
ve (5
) bus
ines
s da
ys fr
om th
e da
te th
e D
epar
tmen
t rec
eive
s bo
th
a co
mpl
ete
elec
troni
c ve
rsio
n of
the
NO
I (eN
OI)
and
sign
ed “
MS4
SWPP
P A
ccep
tanc
e” fo
rm, o
r
(ii)
Ten
(10)
bus
ines
s da
ys f
rom
the
dat
e th
e D
epar
tmen
t re
ceiv
es
both
a c
ompl
ete
pape
r ve
rsio
n of
the
NO
I an
d si
gned
“M
S4
SWPP
P A
ccep
tanc
e” fo
rm.
The
Dep
artm
ent m
ay s
uspe
nd o
r den
y an
ow
ner’s
or o
pera
tor’s
cove
rage
14
(Par
t II.B
.4)
unde
r th
is p
erm
it if
the
Dep
artm
ent d
eter
min
es th
atth
e SW
PPP
does
not
m
eet t
he p
erm
it re
quire
men
ts.I
n ac
cord
ance
with
sta
tute
, reg
ulat
ion,
and
th
e te
rms
and
cond
ition
s of
this
perm
it, th
e D
epar
tmen
t may
den
y co
vera
ge
unde
r th
is p
erm
it an
d re
quire
sub
mitt
al o
f an
appl
icat
ion
for
an in
divi
dual
S
PD
ES
per
mit
base
d on
a re
view
of t
he N
OI o
r oth
er in
form
atio
n pu
rsua
nt
to P
art I
I.
Cov
erag
e un
der
this
per
mit
auth
oriz
es s
torm
wat
er d
isch
arge
sfro
m o
nly
thos
e ar
eas
of d
istu
rban
ce t
hat
are
iden
tifie
d in
the
NO
I. If
an o
wne
r or
op
erat
orw
ishe
s to
hav
e st
orm
wat
er d
isch
arge
s fro
m f
utur
e or
add
ition
al
area
s of
di
stur
banc
e au
thor
ized
, th
ey
mus
t su
bmit
a ne
w
NO
I th
at
addr
esse
s th
at p
hase
of t
he d
evel
opm
ent,
unle
ss o
ther
wis
e no
tifie
d by
the
Dep
artm
ent.
The
owne
r or
ope
rato
rsh
all
not
com
men
ce c
onst
ruct
ion
activ
ity o
n th
e fu
ture
or a
dditi
onal
are
as u
ntil
thei
r aut
horiz
atio
n to
dis
char
geun
der t
his
perm
it go
es in
to e
ffect
in a
ccor
danc
e w
ith P
art I
I.B.o
f thi
s pe
rmit.
C.G
ener
al R
equi
rem
ents
For
Ow
ners
orO
pera
tors
With
Per
mit
Cov
erag
e
The
owne
r or o
pera
tor s
hall
ensu
re th
at th
e pr
ovis
ions
of t
he S
WPP
P a
re
impl
emen
ted
from
the
com
men
cem
ent o
f con
stru
ctio
n ac
tivity
until
all
area
s of
di
stur
banc
e ha
ve
achi
eved
fin
al
stab
iliza
tion
and
the
Not
ice
of
Term
inat
ion
(“NO
T”) h
as b
een
subm
itted
to th
e D
epar
tmen
t in
acco
rdan
ce
with
Par
t V. o
f thi
s pe
rmit.
Thi
s in
clud
es a
ny c
hang
es m
ade
to th
e SW
PPP
purs
uant
to P
art I
II.A
.4. o
f thi
s pe
rmit.
The
owne
r or o
pera
tors
hall
mai
ntai
n a
copy
of t
he G
ener
al P
erm
it (G
P-0
-15
-002
), N
OI,
NO
I A
ckno
wle
dgm
ent
Lette
r, SW
PPP
, M
S4
SWPP
P A
ccep
tanc
e fo
rm, i
nspe
ctio
nre
ports
,and
all d
ocum
enta
tion
nece
ssar
y to
de
mon
stra
teel
igib
ility
with
thi
s pe
rmit
at t
he c
onst
ruct
ion
site
unt
il al
l di
stur
bed
area
s ha
ve a
chie
ved
final
sta
biliz
atio
n an
d th
e N
OT
has
been
su
bmitt
ed t
o th
e D
epar
tmen
t. Th
e do
cum
ents
mus
t be
mai
ntai
ned
in a
se
cure
loca
tion,
suc
h as
a jo
b tra
iler,
on-s
ite c
onst
ruct
ion
offic
e, o
r mai
lbox
w
ith lo
ck. T
he s
ecur
e lo
catio
n m
ust b
e ac
cess
ible
dur
ing
norm
al b
usin
ess
hour
s to
an
indi
vidu
al p
erfo
rmin
g a
com
plia
nce
insp
ectio
n.
The
owne
r or
ope
rato
r of
a c
onst
ruct
ion
activ
itysh
all n
ot d
istu
rb g
reat
er
than
five
(5) a
cres
of s
oil a
t any
one
tim
e w
ithou
t prio
r writ
ten
auth
oriz
atio
n fro
m t
he D
epar
tmen
t or
, in
are
as u
nder
the
jur
isdi
ctio
n of
a r
egul
ated
, tra
ditio
nal l
and
use
cont
rol M
S4,
the
regu
late
d, tr
aditi
onal
land
use
con
trol
MS
4(p
rovi
ded
the
regu
late
d, t
radi
tiona
l lan
d us
e co
ntro
l MS
4is
not
the
ow
ner o
r ope
rato
r of t
he c
onst
ruct
ion
activ
ity).
At a
min
imum
, the
ow
ner o
r op
erat
or m
ust
com
ply
with
the
fol
low
ing
requ
irem
ents
in
orde
r to
be
auth
oriz
ed to
dis
turb
gre
ater
than
five
(5) a
cres
of s
oil a
t any
one
tim
e:a.
The
owne
r or o
pera
tors
hall 15
(Par
t II.C
.3.a
)ha
ve a
qua
lifie
d in
spec
tor c
ondu
ct a
t lea
st tw
o (2
) site
insp
ectio
ns in
ac
cord
ance
with
Par
t IV
.C. o
f thi
s pe
rmit
ever
y se
ven
(7) c
alen
dar d
ays,
fo
r as
long
as
grea
ter t
han
five
(5) a
cres
of s
oil r
emai
ndi
stur
bed.
The
tw
o (2
) ins
pect
ions
sha
ll be
sep
arat
ed b
y a
min
imum
of t
wo
(2) f
ull
cale
ndar
day
s.
b.In
are
as w
here
soi
l dis
turb
ance
act
ivity
has
tem
pora
rily
or p
erm
anen
tly
ceas
ed, t
he a
pplic
atio
n of
soil
stab
ilizat
ion
mea
sure
s m
ustb
ein
itiat
ed b
y th
e en
d of
the
nex
t bu
sine
ss d
ayan
d co
mpl
eted
with
in s
even
(7)
day
s fro
m t
he d
ate
the
curr
ent
soil
dist
urba
nce
activ
ity c
ease
d. T
he s
oil
stab
ilizat
ion
mea
sure
s se
lect
ed s
hall
be in
con
form
ance
with
the
tech
nica
l st
anda
rd, N
ew Y
ork
Sta
te S
tand
ards
and
Spe
cific
atio
ns fo
r E
rosi
on a
nd
Sed
imen
t Con
trol,
date
d A
ugus
t 200
5.
c.Th
e ow
ner o
r ope
rato
rsha
ll pr
epar
ea
phas
ing
plan
that
def
ines
max
imum
di
stur
bed
area
per
pha
se a
nd s
how
s re
quire
d cu
ts a
nd fi
lls.
d.Th
e ow
ner
or o
pera
tor
shal
l ins
tall
any
addi
tiona
l site
spe
cific
pra
ctic
es
need
ed to
pro
tect
wat
er q
ualit
y.
e.Th
e ow
ner
or o
pera
tor
shal
l in
clud
e th
e re
quire
men
ts a
bove
in
thei
r SW
PPP
.
In a
ccor
danc
e w
ith s
tatu
te, r
egul
atio
ns, a
nd th
e te
rms
and
cond
ition
s of
this
pe
rmit,
the
Dep
artm
ent
may
sus
pend
or
revo
ke a
n ow
ner’s
or
oper
ator
’sco
vera
ge u
nder
this
per
mit
at a
ny ti
me
if th
e D
epar
tmen
t det
erm
ines
that
th
e SW
PPP
doe
s no
t m
eet
the
perm
it re
quire
men
ts.
Upo
n a
findi
ng o
f si
gnifi
cant
non
-com
plia
nce
with
the
prac
tices
des
crib
ed in
the
SWP
PP
or
viol
atio
nof
this
per
mit,
the
Dep
artm
ent m
ay o
rder
an
imm
edia
te s
top
to a
ll ac
tivity
at t
he s
ite u
ntil t
he n
on-c
ompl
ianc
e is
rem
edie
d. T
he s
top
wor
k or
der
shal
l be
in w
ritin
g, d
escr
ibe
the
non-
com
plia
nce
in d
etai
l, an
d be
sen
t to
the
owne
r or o
pera
tor.
For
cons
truct
ion
activ
ities
that
are
sub
ject
to
the
requ
irem
ents
of
a re
gula
ted,
tra
ditio
nal
land
use
con
trol
MS
4, t
he o
wne
r or
oper
ator
shal
l no
tify
the
regu
late
d, t
radi
tiona
l la
nd u
se c
ontro
l M
S4
in w
ritin
g of
any
pl
anne
d am
endm
ents
or m
odifi
catio
ns to
the
post
-con
stru
ctio
n st
orm
wat
er
man
agem
ent p
ract
ice
com
pone
nt o
f the
SW
PP
P r
equi
red
by P
art I
II.A
. 4.
and
5. o
f thi
s pe
rmit.
Unl
ess
othe
rwis
e no
tifie
d by
the
regu
late
d, tr
aditi
onal
la
nd u
se c
ontro
l M
S4,
the
owne
r or
ope
rato
rsh
all
have
the
SW
PPP
amen
dmen
ts o
r m
odifi
catio
ns r
evie
wed
and
acc
epte
d by
the
reg
ulat
ed,
tradi
tiona
l lan
d us
e co
ntro
l MS
4pr
ior
to c
omm
enci
ng c
onst
ruct
ion
of t
he
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
e
16
(Par
t II.D
)D
.Per
mit
Cov
erag
e fo
r Dis
char
ges
Auth
oriz
ed U
nder
GP-
0-10
-001
Upo
n re
new
al o
f SP
DE
S G
ener
al P
erm
it fo
r S
torm
wat
er D
isch
arge
s fro
m
Con
stru
ctio
n A
ctiv
ity(P
erm
it N
o. G
P-0
-10-
001)
, an
owne
r or o
pera
toro
f aco
nstru
ctio
nac
tivity
with
cov
erag
e un
der
GP-
0-10
-001
, as
of th
e ef
fect
ive
date
of G
P-0
-15-
002,
sha
ll be
aut
horiz
edto
dis
char
gein
acc
orda
nce
with
G
P-0
-15-
002,
unle
ss o
ther
wis
e no
tifie
d by
the
Dep
artm
ent.
An
owne
r or
ope
rato
rm
ay c
ontin
ue t
o im
plem
ent
the
tech
nica
l/des
ign
com
pone
nts
of t
he p
ost-c
onst
ruct
ion
stor
mw
ater
man
agem
ent
cont
rols
prov
ided
tha
t su
chde
sign
was
don
e in
con
form
ance
with
the
tec
hnic
al
stan
dard
s in
pla
ce a
t the
tim
eof
initi
al p
roje
ct a
utho
rizat
ion.
How
ever
, the
y m
ust c
ompl
y w
ith th
e ot
her,
non-
desi
gn p
rovi
sion
s of
GP
-0-1
5-00
2.
E.C
hang
e of
Ow
ner o
r Ope
rato
r
Whe
n pr
oper
ty o
wne
rshi
p ch
ange
s or
whe
n th
ere
is a
cha
nge
in o
pera
tiona
l co
ntro
l ove
r the
con
stru
ctio
n pl
ans
and
spec
ifica
tions
, the
orig
inal
ow
ner o
r op
erat
orm
ust
notif
y th
e ne
w
owne
r or
op
erat
or,
in
writ
ing,
of
the
requ
irem
ent
to o
btai
n pe
rmit
cove
rage
by
subm
ittin
g a
NO
I w
ith t
he
Dep
artm
ent.
Onc
e th
e ne
w o
wne
r or o
pera
toro
btai
ns p
erm
it co
vera
ge, t
he
orig
inal
ow
ner o
r ope
rato
rsha
ll the
n su
bmit
a co
mpl
eted
NO
T w
ith th
e na
me
and
perm
it id
entif
icat
ion
num
ber
of t
he n
ew o
wne
r or
ope
rato
rto
the
D
epar
tmen
t at t
he a
ddre
ss in
Par
t II.A
.1.o
f thi
s pe
rmit.
If th
e or
igin
al o
wne
r or
ope
rato
r mai
ntai
ns o
wne
rshi
p of
a p
ortio
n of
the
cons
truct
ion
activ
ity a
nd
will
dis
turb
soi
l, th
ey m
ust m
aint
ain
thei
r cov
erag
e un
der t
he p
erm
it.
Per
mit
cove
rage
for t
he n
ewow
ner o
r ope
rato
rwill
be e
ffect
ive
as o
f the
dat
e th
e D
epar
tmen
t re
ceiv
es a
com
plet
e N
OI,
prov
ided
the
orig
inal
ow
ner
or
oper
ator
was
not
sub
ject
to a
six
ty (6
0) b
usin
ess
day
auth
oriz
atio
n pe
riod
that
ha
s no
t exp
ired
as o
f the
dat
e th
e D
epar
tmen
t rec
eive
s th
e N
OI f
rom
the
new
ow
ner o
r ope
rato
r.
17
(Par
t III)
Part
III.
STO
RM
WAT
ER P
OLL
UTI
ON
PR
EVEN
TIO
N P
LAN
(SW
PPP)
A.G
ener
al S
WPP
P R
equi
rem
ents
ASW
PPP
sha
ll be
pre
pare
d an
d im
plem
ente
d by
the
owne
r or o
pera
toro
f ea
ch c
onst
ruct
ion
activ
ityco
vere
d by
thi
s pe
rmit.
The
SW
PPP
mus
t do
cum
ent
the
sele
ctio
n,
desi
gn,
inst
alla
tion,
im
plem
enta
tion
and
mai
nten
ance
of t
he c
ontro
l mea
sure
s an
d pr
actic
es th
at w
ill be
use
d to
mee
t th
e ef
fluen
t lim
itatio
ns in
Par
t I.B
. of t
his
perm
it an
d w
here
app
licab
le, t
he
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pr
actic
ere
quire
men
tsin
Par
t I.C
.of t
his
perm
it.Th
e SW
PPP
sha
ll be
pre
pare
d pr
ior
to th
e su
bmitt
al o
f th
e N
OI.
The
NO
I sh
all
be s
ubm
itted
to
the
Dep
artm
ent
prio
r to
the
co
mm
ence
men
t of c
onst
ruct
ion
activ
ity.A
cop
y of
the
com
plet
ed, f
inal
NO
I sh
all b
e in
clud
ed in
the
SWPP
P.
The
SWPP
P sh
all d
escr
ibe
the
eros
ion
and
sedi
men
t con
trol p
ract
ices
and
w
here
req
uire
d, p
ost-c
onst
ruct
ion
stor
mw
ater
man
agem
ent p
ract
ices
that
w
ill b
e us
edan
d/or
con
stru
cted
to
redu
ce t
he p
ollu
tant
sin
sto
rmw
ater
di
scha
rges
and
to a
ssur
e co
mpl
ianc
e w
ith th
e te
rms
and
cond
ition
s of
this
pe
rmit.
In a
dditi
on, t
he S
WPP
P sh
all i
dent
ify p
oten
tial s
ourc
es o
f pol
lutio
n w
hich
may
rea
sona
bly
be e
xpec
ted
toaf
fect
the
qua
lity
of s
torm
wat
er
disc
harg
es.
All
SWPP
Ps
that
req
uire
the
pos
t-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pr
actic
e co
mpo
nent
sha
ll be
pre
pare
d by
a q
ualif
ied
prof
essi
onal
tha
t is
kn
owle
dgea
ble
in th
e pr
inci
ples
and
pra
ctic
es o
f sto
rmw
ater
man
agem
ent
and
treat
men
t.
The
owne
r or o
pera
torm
ust k
eep
the
SWPP
P cu
rrent
so
that
it a
t all
times
ac
cura
tely
doc
umen
ts th
e er
osio
n an
d se
dim
ent c
ontro
ls p
ract
ices
that
are
be
ing
used
or
will
be u
sed
durin
g co
nstru
ctio
n, a
nd a
ll po
st-c
onst
ruct
ion
stor
mw
ater
man
agem
ent p
ract
ices
that
will
be c
onst
ruct
ed o
n th
e si
te. A
t a
min
imum
, the
ow
ner o
r ope
rato
r sha
ll am
end
the
SWPP
P:
a.w
hene
ver
the
curre
nt p
rovi
sion
s pr
ove
to b
e in
effe
ctiv
e in
min
imiz
ing
pollu
tant
sin
sto
rmw
ater
dis
char
ges
from
the
site
;
b.w
hene
ver
ther
e is
a c
hang
e in
des
ign,
con
stru
ctio
n, o
r op
erat
ion
at th
e co
nstru
ctio
n si
te t
hat
has
or c
ould
hav
e an
effe
ct o
n th
e di
scha
rge
of
pollu
tant
s; a
nd
c.to
add
ress
issu
es o
r de
ficie
ncie
s id
entif
ied
durin
g an
insp
ectio
n by
the
qu
alifi
ed in
spec
tor,
the
Dep
artm
ent o
r oth
er re
gula
tory
aut
horit
y.
The
Dep
artm
ent m
ay n
otify
the
owne
r or o
pera
tora
t any
tim
e th
at th
e
18
(Par
t III.
A.5
)SW
PPP
doe
s no
t mee
t one
or
mor
e of
the
min
imum
req
uire
men
ts o
f thi
s pe
rmit.
The
not
ifica
tion
shal
l be
in w
ritin
g an
d id
entif
y th
e pr
ovis
ions
of t
he
SWPP
P t
hat
requ
ire m
odifi
catio
n. W
ithin
fou
rteen
(14
) ca
lend
ar d
ays
of
such
not
ifica
tion,
or
as o
ther
wis
e in
dica
ted
by th
e D
epar
tmen
t, th
e ow
ner
or o
pera
tor
shal
l mak
e th
e re
quire
d ch
ange
s to
the
SW
PPP
and
sub
mit
writ
ten
notif
icat
ion
to th
e D
epar
tmen
t tha
t the
cha
nges
hav
e be
en m
ade.
If
the
owne
r or o
pera
tord
oes
not r
espo
nd to
the
Dep
artm
ent’s
com
men
ts in
th
e sp
ecifi
ed t
ime
fram
e, t
he D
epar
tmen
t m
ay s
uspe
nd t
he o
wne
r’s o
r op
erat
or’s
cove
rage
und
er th
is p
erm
itor
req
uire
the
owne
r or
ope
rato
rto
ob
tain
cov
erag
e un
der a
n in
divi
dual
SP
DE
S pe
rmit
in a
ccor
danc
e w
ith P
art
II.C
.4. o
f thi
s pe
rmit.
Prio
r to
the
com
men
cem
ento
f con
stru
ctio
n ac
tivity
, the
ow
ner o
r ope
rato
rm
ust i
dent
ify th
e co
ntra
ctor
(s) a
nd s
ubco
ntra
ctor
(s) t
hat w
ill be
resp
onsi
ble
for i
nsta
lling,
con
stru
ctin
g, re
pairi
ng, r
epla
cing
, ins
pect
ing
and
mai
ntai
ning
th
e er
osio
n an
d se
dim
ent c
ontro
l pra
ctic
es in
clud
ed in
the
SWPP
P; a
nd th
e co
ntra
ctor
(s) a
nd s
ubco
ntra
ctor
(s)t
hat w
ill be
resp
onsi
ble
for c
onst
ruct
ing
the
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pr
actic
es i
nclu
ded
in t
he
SWPP
P.
The
owne
r or
ope
rato
r sh
all h
ave
each
of
the
cont
ract
ors
and
subc
ontra
ctor
s id
entif
y at
leas
t one
per
son
from
thei
r com
pany
that
will
be
resp
onsi
ble
for i
mpl
emen
tatio
n of
the
SWPP
P. T
his
pers
on s
hall
be k
now
n as
the
train
ed c
ontra
ctor
. The
ow
ner o
r ope
rato
r sha
ll en
sure
that
at l
east
on
etra
ined
con
tract
oris
on
site
on
a da
ily b
asis
whe
n so
il di
stur
banc
e ac
tiviti
es a
re b
eing
per
form
ed.
The
owne
r or
op
erat
or
shal
l ha
ve
each
of
th
e co
ntra
ctor
s an
d su
bcon
tract
ors
iden
tifie
d ab
ove
sign
a c
opy
of t
he f
ollo
win
g ce
rtific
atio
n st
atem
ent b
elow
bef
ore
they
com
men
ce a
ny c
onst
ruct
ion
activ
ity:
"I he
reby
cer
tify
unde
r pe
nalty
of l
aw th
at I
unde
rsta
nd a
nd a
gree
to
com
ply
with
the
ter
ms
and
cond
ition
s of
the
SW
PPP
and
agr
ee t
o im
plem
ent a
ny c
orre
ctiv
e ac
tions
iden
tifie
d by
the
qual
ified
insp
ecto
r du
ring
a si
te in
spec
tion.
I a
lso
unde
rsta
nd th
at th
e ow
ner o
r ope
rato
rm
ust c
ompl
y w
ith th
e te
rms
and
cond
ition
s of
the
mos
t cur
rent
ver
sion
of
th
e N
ew
York
S
tate
P
ollu
tant
D
isch
arge
E
limin
atio
n S
yste
m
("S
PD
ES"
) gen
eral
per
mit
for s
torm
wat
er d
isch
arge
s fro
m c
onst
ruct
ion
activ
ities
and
that
it is
unl
awfu
l for
any
per
son
to c
ause
or
cont
ribut
e to
a v
iola
tion
of w
ater
qua
lity
stan
dard
s. F
urth
erm
ore,
I am
aw
are
that
th
ere
are
sign
ifica
nt p
enal
ties
for s
ubm
ittin
g fa
lse
info
rmat
ion,
that
I do
no
t bel
ieve
to b
e tru
e, in
clud
ing
the
poss
ibilit
y of
fine
and
impr
ison
men
t fo
r kno
win
g vi
olat
ions
"
In a
dditi
on t
o pr
ovid
ing
the
certi
ficat
ion
stat
emen
t abo
ve,
the
certi
ficat
ion
page
mus
t al
so i
dent
ify t
he s
peci
fic e
lem
ents
of
the
SWPP
P t
hat
each
co
ntra
ctor
and
sub
cont
ract
or w
ill be
resp
onsi
ble
for a
nd in
clud
e th
e na
me
and
title
of t
he p
erso
n pr
ovid
ing
the
sign
atur
e; th
e na
me
and
title
of t
he
19
(Par
t III.
A.6
)tra
ined
con
tract
orre
spon
sibl
e fo
r SW
PPP
impl
emen
tatio
n; t
he n
ame,
ad
dres
s an
d te
leph
one
num
ber o
f the
con
tract
ing
firm
; the
add
ress
(or o
ther
id
entif
ying
des
crip
tion)
of t
he s
ite; a
nd th
e da
te th
e ce
rtific
atio
n st
atem
ent
is s
igne
d. T
he o
wne
r or o
pera
tors
hall
atta
ch th
e ce
rtific
atio
n st
atem
ent(s
) to
the
copy
of t
he S
WPP
P th
at is
mai
ntai
ned
at th
e co
nstru
ctio
n si
te. I
f new
or
add
ition
al c
ontra
ctor
s ar
e hi
red
to im
plem
ent m
easu
res
iden
tifie
d in
the
SWPP
P a
fter
cons
truct
ion
has
com
men
ced,
the
y m
ust
also
sig
n th
e ce
rtific
atio
n st
atem
ent a
nd p
rovi
de th
e in
form
atio
n lis
ted
abov
e.
For
proj
ects
whe
re t
he D
epar
tmen
t re
ques
ts a
cop
y of
the
SW
PPP
or
insp
ectio
nre
ports
, the
ow
ner o
r ope
rato
rsha
ll sub
mit
the
docu
men
ts in
bot
h el
ectro
nic
(PD
Fon
ly) a
nd p
aper
form
at w
ithin
five
(5) b
usin
ess
days
, unl
ess
othe
rwis
e no
tifie
d by
the
Dep
artm
ent.
B.R
equi
red
SWPP
P C
onte
nts
Ero
sion
and
sed
imen
tcon
trol c
ompo
nent
-A
ll SW
PPP
s pr
epar
ed p
ursu
ant
to th
is p
erm
it sh
all i
nclu
de e
rosi
on a
nd s
edim
ent c
ontro
l pra
ctic
es d
esig
ned
in c
onfo
rman
ce w
ith th
e te
chni
cal s
tand
ard,
New
Yor
k S
tate
Sta
ndar
ds a
nd
Spe
cific
atio
ns f
or E
rosi
on a
nd S
edim
ent
Con
trol,
date
dA
ugus
t 20
05.
Whe
re
eros
ion
and
sedi
men
t co
ntro
l pr
actic
es
are
not
desi
gned
in
co
nfor
man
ce w
ith th
e de
sign
crit
eria
incl
uded
in th
ete
chni
cal s
tand
ard,
the
owne
r or o
pera
tor m
ust d
emon
stra
te e
quiv
alen
ceto
the
tech
nica
l sta
ndar
d.
At a
min
imum
, the
ero
sion
and
sed
imen
t con
trol c
ompo
nent
of t
he S
WPP
P sh
all i
nclu
de th
e fo
llow
ing:
a.B
ackg
roun
d in
form
atio
n ab
out
the
scop
eof
the
proj
ect,
incl
udin
g th
e lo
catio
n, ty
pe a
nd s
ize
of p
roje
ct;
b.A
site
map
/con
stru
ctio
n dr
awin
g(s)
for
the
pro
ject
, in
clud
ing
a ge
nera
l lo
catio
n m
ap. A
t a m
inim
um, t
he s
ite m
ap s
hall
show
the
tota
l site
are
a;
all i
mpr
ovem
ents
; are
as o
f dis
turb
ance
; are
as th
at w
ill no
t be
dist
urbe
d;
exis
ting
vege
tatio
n;
on-s
ite
and
adja
cent
of
f-site
su
rface
w
ater
(s);
flood
plai
n/flo
odw
ay b
ound
arie
s; w
etla
nds
and
drai
nage
pat
tern
s th
at
coul
d be
affe
cted
by
the
cons
truct
ion
activ
ity; e
xist
ing
and
final
con
tour
s ;
loca
tions
of d
iffer
ent s
oil t
ypes
with
bou
ndar
ies;
mat
eria
l, w
aste
, bor
row
or
eq
uipm
ent
stor
age
area
s lo
cate
d on
ad
jace
nt
prop
ertie
s;
and
loca
tion(
s) o
f the
sto
rmw
ater
dis
char
ge(s
);
c.A
des
crip
tion
of th
e so
il(s)
pre
sent
at t
he s
ite, i
nclu
ding
an
iden
tific
atio
n of
th
e H
ydro
logi
c S
oil G
roup
(HS
G);
d.A
cons
truct
ion
phas
ing
plan
and
seq
uenc
e of
ope
ratio
ns d
escr
ibin
g th
e in
tend
ed o
rder
of c
onst
ruct
ion
activ
ities
, inc
ludi
ng c
lear
ing
and
grub
bing
, ex
cava
tion
and
grad
ing,
util
ity a
nd in
frast
ruct
ure
inst
alla
tion
and
any
othe
r20
(Par
t III.
B.1
.d)
activ
ity a
t the
site
that
resu
lts in
soi
l dis
turb
ance
;
e.A
des
crip
tion
of th
e m
inim
um e
rosi
on a
nd s
edim
ent c
ontro
l pra
ctic
es to
be
inst
alle
d or
impl
emen
ted
for e
ach
cons
truct
ion
activ
ityth
at w
ill re
sult
in
soil
dist
urba
nce.
Inc
lude
a s
ched
ule
that
ide
ntifi
es t
hetim
ing
of i
nitia
l pl
acem
ent
or i
mpl
emen
tatio
n of
eac
h er
osio
n an
d se
dim
ent
cont
rol
prac
tice
and
the
min
imum
tim
e fra
mes
that
eac
h pr
actic
e sh
ould
rem
ain
in p
lace
or b
e im
plem
ente
d;
f.A
te
mpo
rary
an
d pe
rman
ent
soil
stab
ilizat
ion
plan
th
at
mee
ts
the
requ
irem
ents
of t
his
gene
ral p
erm
it an
d th
e te
chni
cal s
tand
ard,
New
Yor
k S
tate
Sta
ndar
ds a
nd S
peci
ficat
ions
for
Ero
sion
and
Sed
imen
t C
ontro
l, da
ted
Augu
st 2
005,
for
each
sta
ge o
f th
e pr
ojec
t, in
clud
ing
initi
al la
nd
clea
ring
and
grub
bing
to
proj
ect
com
plet
ion
and
achi
evem
ent
of f
inal
st
abili
zatio
n;
g.A
site
map
/con
stru
ctio
n dr
awin
g(s)
sho
win
g th
e sp
ecifi
c lo
catio
n(s)
, si
ze(s
), an
d le
ngth
(s) o
f eac
h er
osio
n an
d se
dim
ent c
ontro
l pra
ctic
e;
h.Th
e di
men
sion
s, m
ater
ial s
peci
ficat
ions
, ins
talla
tion
deta
ils, a
nd o
pera
tion
and
mai
nten
ance
req
uire
men
ts f
or a
ll er
osio
n an
d se
dim
ent
cont
rol
prac
tices
. In
clud
e th
e lo
catio
n an
d si
zing
of
any
tem
pora
ry s
edim
ent
basi
ns a
nd s
truct
ural
prac
tices
tha
t w
ill be
use
d to
div
ert
flow
s fro
m
expo
sed
soils
;
i.A
mai
nten
ance
insp
ectio
n sc
hedu
le fo
r the
con
tract
or(s
)ide
ntifi
ed in
Par
t III
.A.6
.of t
his
perm
it, to
ens
ure
cont
inuo
us a
nd e
ffect
ive
oper
atio
n of
the
eros
ion
and
sedi
men
t co
ntro
l pr
actic
es.
The
mai
nten
ance
ins
pect
ion
sche
dule
sha
ll be
in a
ccor
danc
e w
ith t
he r
equi
rem
ents
in t
he t
echn
ical
st
anda
rd, N
ew Y
ork
Sta
te S
tand
ards
and
Spe
cific
atio
ns fo
r E
rosi
on a
nd
Sed
imen
t Con
trol,
date
dA
ugus
t 200
5;
j.A
des
crip
tion
of t
hepo
llutio
n pr
even
tion
mea
sure
sth
at w
ill b
e us
ed t
o co
ntro
l lit
ter,
cons
truct
ion
chem
ical
s an
d co
nstru
ctio
n de
bris
fro
m
beco
min
g a
pollu
tant
sour
ce in
the
stor
mw
ater
dis
char
ges;
k.A
des
crip
tion
and
loca
tion
of a
ny s
torm
wat
er d
isch
arge
sas
soci
ated
with
in
dust
rial
activ
ity o
ther
tha
n co
nstru
ctio
n at
the
site
, in
clud
ing,
but
not
lim
ited
to, s
torm
wat
er d
isch
arge
sfro
m a
spha
lt pl
ants
and
con
cret
e pl
ants
lo
cate
d on
the
cons
truct
ion
site
; and
l.Id
entif
icat
ion
of a
ny e
lem
ents
of t
he d
esig
n th
at a
re n
ot in
con
form
ance
w
ith t
he d
esig
ncr
iteria
in t
he t
echn
ical
sta
ndar
d, N
ew Y
ork
Sta
te
Sta
ndar
ds a
nd S
peci
ficat
ions
for
Ero
sion
and
Sed
imen
t C
ontro
l, da
ted
Aug
ust 2
005.
Incl
ude
the
reas
on fo
r the
dev
iatio
n or
alte
rnat
ive
desi
gn
21
(Par
t III.
B.1
.l)an
d pr
ovid
e in
form
atio
n w
hich
de
mon
stra
tes
that
th
e de
viat
ion
or
alte
rnat
ive
desi
gn is
equ
ival
entt
o th
e te
chni
cal s
tand
ard.
Pos
t-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pr
actic
e co
mpo
nent
–Th
e ow
ner
or o
pera
tor
of a
nyco
nstru
ctio
n pr
ojec
t id
entif
ied
in T
able
2 o
f A
ppen
dix
B as
ne
edin
g po
st-c
onst
ruct
ion
stor
mw
ater
m
anag
emen
t pr
actic
es s
hall
prep
are
a SW
PPP
tha
t in
clud
es p
ract
ices
des
igne
d in
co
nfor
man
ce w
ith th
e ap
plic
able
siz
ing
crite
riain
Par
t I.C
.2.a
., c.
or
d. o
f th
ispe
rmit
and
the
perfo
rman
ce c
riter
ia in
the
tech
nica
l sta
ndar
d, N
ew Y
ork
Sta
te S
torm
wat
er M
anag
emen
t Des
ign
Man
ual d
ated
Janu
ary
2015
Whe
re
post
-con
stru
ctio
n st
orm
wat
er
man
agem
ent
prac
tices
ar
e no
t de
sign
ed i
n co
nfor
man
ce w
ith t
hepe
rform
ance
crit
eria
in t
hete
chni
cal
stan
dard
, the
ow
ner o
r ope
rato
r mus
t inc
lude
in th
e SW
PPP
the
reas
on(s
) fo
r th
e de
viat
ion
or a
ltern
ativ
e de
sign
and
pro
vide
inf
orm
atio
n w
hich
de
mon
stra
tes
that
the
devi
atio
n or
alte
rnat
ive
desi
gn is
equ
ival
entt
o th
e te
chni
cal s
tand
ard.
The
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
e co
mpo
nent
of t
he
SWPP
P s
hall
incl
ude
the
follo
win
g:a.
Iden
tific
atio
n of
all
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
es to
be
con
stru
cted
as
part
of t
he p
roje
ct.
Incl
ude
the
dim
ensi
ons,
mat
eria
l sp
ecifi
catio
ns
and
inst
alla
tion
deta
ils
for
each
po
st-c
onst
ruct
ion
stor
mw
ater
man
agem
ent p
ract
ice;
b.A
site
map
/con
stru
ctio
n dr
awin
g(s)
sho
win
g th
e sp
ecifi
c lo
catio
n an
d si
ze
of e
ach
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
e;
c.A
Sto
rmw
ater
Mod
elin
g an
d An
alys
is R
epor
t tha
t inc
lude
s:
(i)M
ap(s
) sh
owin
g pr
e-de
velo
pmen
t co
nditi
ons,
in
clud
ing
wat
ersh
ed/s
ubca
tchm
ents
bo
unda
ries,
flo
w
path
s/ro
utin
g,
and
desi
gn p
oint
s;
(ii)
Map
(s)
show
ing
post
-dev
elop
men
t co
nditi
ons,
in
clud
ing
wat
ersh
ed/s
ubca
tchm
ents
bou
ndar
ies,
flo
w p
aths
/rout
ing,
des
ign
poin
ts a
nd p
ost-c
onst
ruct
ion
stor
mw
ater
man
agem
ent p
ract
ices
;
(iii)
Res
ults
of
stor
mw
ater
mod
elin
g (i.
e. h
ydro
logy
and
hyd
raul
ic
anal
ysis
) fo
r th
e re
quire
d st
orm
ev
ents
. In
clud
e su
ppor
ting
calc
ulat
ions
(mod
el ru
ns),
met
hodo
logy
, and
a s
umm
ary
tabl
e th
at
com
pare
s pr
e an
d po
st-d
evel
opm
ent r
unof
f rat
es a
nd v
olum
es fo
r th
e di
ffere
nt s
torm
eve
nts;
(iv)
Sum
mar
y ta
ble,
with
sup
porti
ng c
alcu
latio
ns, w
hich
dem
onst
rate
s 22
(Par
t III.
B.2
.c.iv
)th
at e
ach
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
e ha
s be
en d
esig
ned
in c
onfo
rman
ce w
ith th
e si
zing
crit
eria
incl
uded
in
the
Des
ign
Man
ual;
(v)
Iden
tific
atio
n of
any
siz
ing
crite
riath
at is
not
requ
ired
base
d on
the
requ
irem
ents
incl
uded
in P
art I
.C.o
f thi
s pe
rmit;
and
(vi)
Iden
tific
atio
n of
any
ele
men
ts o
f th
e de
sign
tha
t ar
e no
t in
co
nfor
man
ce w
ith th
e pe
rform
ance
crit
eria
in th
e D
esig
n M
anua
l. In
clud
e th
e re
ason
(s)
for
the
devi
atio
n or
alte
rnat
ive
desi
gn a
ndpr
ovid
e in
form
atio
n w
hich
dem
onst
rate
s th
at t
he d
evia
tion
or
alte
rnat
ive
desi
gn is
equ
ival
ent t
o th
e D
esig
n M
anua
l;d.
Soi
l tes
ting
resu
lts a
nd lo
catio
ns (t
est p
its, b
orin
gs);
e.In
filtra
tion
test
resu
lts, w
hen
requ
ired;
and
f.A
n op
erat
ions
an
d m
aint
enan
ce
plan
th
at
incl
udes
in
spec
tion
and
mai
nten
ance
sch
edul
es a
nd a
ctio
ns to
ens
ure
cont
inuo
us a
nd e
ffect
ive
oper
atio
n of
eac
h po
st-c
onst
ruct
ion
stor
mw
ater
man
agem
ent
prac
tice.
Th
e pl
an s
hall
iden
tify
the
entit
y th
at w
ill be
resp
onsi
ble
for t
he lo
ng te
rm
oper
atio
n an
d m
aint
enan
ce o
f eac
h pr
actic
e.
Enh
ance
d P
hosp
horu
s R
emov
al S
tand
ards
-A
ll co
nstru
ctio
n pr
ojec
ts
iden
tifie
d in
Tab
le 2
of
Appe
ndix
B t
hat
are
loca
ted
in t
he w
ater
shed
s id
entif
ied
in A
ppen
dix
C s
hall
prep
are
a SW
PPP
tha
t in
clud
es p
ost-
cons
truct
ion
stor
mw
ater
man
agem
ent p
ract
ices
des
igne
d in
con
form
ance
w
ith th
e ap
plic
able
siz
ing
crite
ria in
Par
t I.C
.2. b
., c.
or d
. of t
his
perm
it an
dth
e pe
rform
ance
cr
iteria
,En
hanc
ed
Pho
spho
rus
Rem
oval
S
tand
ards
in
clud
ed i
n th
e D
esig
n M
anua
l. A
t a
min
imum
, th
e po
st-c
onst
ruct
ion
stor
mw
ater
man
agem
ent p
ract
ice
com
pone
nt o
f the
SW
PPP
shal
l inc
lude
ite
ms
2.a
-2.f.
abo
ve.
C.R
equi
red
SWPP
P C
ompo
nent
s by
Pro
ject
Typ
e
Unl
ess
othe
rwis
e no
tifie
d by
the
Dep
artm
ent,
owne
rs o
r op
erat
ors
of c
onst
ruct
ion
activ
ities
iden
tifie
d in
Tab
le 1
of A
ppen
dix
B a
re re
quire
d to
pre
pare
a S
WPP
P th
at
only
incl
udes
ero
sion
and
sed
imen
t con
trol p
ract
ices
des
igne
d in
con
form
ance
with
P
art I
II.B
.1of
this
per
mit.
Ow
ners
or o
pera
tors
of th
e co
nstru
ctio
n ac
tiviti
es id
entif
ied
in T
able
2 o
f App
endi
x B
sha
ll pre
pare
a S
WPP
P th
at a
lso
incl
udes
pos
t-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
es d
esig
ned
in c
onfo
rman
ce w
ith P
art I
II.B.
2 or
3of
th
is p
erm
it.
23
(Par
t IV
)Pa
rt IV
. IN
SPEC
TIO
N A
ND
MA
INTE
NA
NC
E R
EQU
IREM
ENTS
A.G
ener
al C
onst
ruct
ion
Site
Insp
ectio
n an
d M
aint
enan
ce R
equi
rem
ents
The
owne
r or
ope
rato
rm
ust e
nsur
e th
at a
ll er
osio
n an
d se
dim
ent c
ontro
l pr
actic
es
(incl
udin
g po
llutio
n pr
even
tion
mea
sure
s)
and
all
post
-co
nstru
ctio
n st
orm
wat
er m
anag
emen
t pr
actic
es id
entif
ied
in t
he S
WPP
P ar
e in
spec
ted
and
mai
ntai
ned
in a
ccor
danc
e w
ith P
art I
V.B
. and
C. o
f thi
s pe
rmit.
The
term
s of
this
per
mit
shal
l not
be
cons
trued
to p
rohi
bit t
he S
tate
of N
ew
York
fro
m e
xerc
isin
g an
y au
thor
ity p
ursu
ant
to t
he E
CL,
com
mon
law
or
fede
ral l
aw, o
r pro
hibi
t New
Yor
k S
tate
from
taki
ng a
ny m
easu
res,
whe
ther
ci
vil o
r crim
inal
, to
prev
ent v
iola
tions
of t
he la
ws
of th
e S
tate
of N
ew Y
ork,
or
pro
tect
the
publ
ic h
ealth
and
saf
ety
and/
or th
e en
viro
nmen
t.
B.C
ontr
acto
rMai
nten
ance
Insp
ectio
n R
equi
rem
ents
The
owne
r or
ope
rato
rof
eac
h co
nstru
ctio
n ac
tivity
iden
tifie
d in
Tab
les
1 an
d 2
of A
ppen
dix
B s
hall
have
a tr
aine
d co
ntra
ctor
insp
ect t
he e
rosi
on a
nd
sedi
men
t co
ntro
lpr
actic
esan
dpo
llutio
n pr
even
tion
mea
sure
s be
ing
impl
emen
ted
with
in th
e ac
tive
wor
k ar
ea d
aily
to e
nsur
e th
at th
ey a
re b
eing
m
aint
aine
d in
effe
ctiv
e op
erat
ing
cond
ition
at a
ll tim
es. I
f def
icie
ncie
s ar
e id
entif
ied,
the
cont
ract
or s
hall
begi
n im
plem
entin
gco
rrect
ive
actio
ns w
ithin
on
e bu
sine
ss d
ay a
nd s
hall
com
plet
e th
e co
rrec
tive
actio
ns in
a re
ason
able
tim
e fra
me.
For
cons
truct
ion
site
s w
here
so
il di
stur
banc
e ac
tiviti
es
have
be
en
tem
pora
rily
susp
ende
d (e
.g. w
inte
r sh
utdo
wn)
and
tem
pora
ry s
tabi
lizat
ion
mea
sure
s ha
ve b
een
appl
ied
to a
ll di
stur
bed
area
s, th
etra
ined
con
tract
orca
n st
op c
ondu
ctin
g th
e m
aint
enan
ce in
spec
tions
. The
train
ed c
ontra
ctor
shal
l beg
in c
ondu
ctin
g th
e m
aint
enan
ce in
spec
tions
in a
ccor
danc
e w
ith P
art
IV.B
.1. o
f thi
s pe
rmit
as s
oon
as s
oil d
istu
rban
ce a
ctiv
ities
resu
me.
For c
onst
ruct
ion
site
s w
here
soi
l dis
turb
ance
act
iviti
es h
ave
been
shu
t dow
n w
ith p
artia
l pro
ject
com
plet
ion,
the
train
ed c
ontra
ctor
can
stop
con
duct
ing
the
mai
nten
ance
ins
pect
ions
if
all
area
s di
stur
bed
as o
f th
e pr
ojec
t sh
utdo
wn
date
hav
e ac
hiev
ed f
inal
sta
biliz
atio
n an
dal
l pos
t-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
es re
quire
d fo
r the
com
plet
ed p
ortio
n of
the
proj
ect
have
bee
n co
nstru
cted
in c
onfo
rman
ce w
ith t
he S
WPP
P a
nd a
re
oper
atio
nal.
C.Q
ualif
ied
Insp
ecto
r Ins
pect
ion
Req
uire
men
ts
24
(Par
t IV
.C) Th
eow
ner o
r ope
rato
rsha
ll ha
ve a
qua
lifie
d in
spec
tor c
ondu
ct s
ite in
spec
tions
in
conf
orm
ance
with
the
follo
win
g re
quire
men
ts:
[Not
e: T
he t
rain
ed c
ontra
ctor
iden
tifie
d in
Par
t III
.A.6
. an
d IV
.B.
of t
his
perm
itca
nnot
cond
uct
the
qual
ified
ins
pect
or s
ite i
nspe
ctio
ns u
nles
s th
ey m
eet
the
qual
ified
insp
ecto
rqua
lific
atio
ns in
clud
ed in
App
endi
x A
. In
orde
r to
perfo
rm th
ese
insp
ectio
ns, t
he tr
aine
d co
ntra
ctor
wou
ld h
ave
to b
e a:
-lic
ense
d P
rofe
ssio
nal E
ngin
eer,
-Cer
tifie
d P
rofe
ssio
nal i
n E
rosi
on a
nd S
edim
ent C
ontro
l (C
PE
SC
), -R
egis
tere
d La
ndsc
ape
Arc
hite
ct, o
r -s
omeo
ne w
orki
ng u
nder
the
dire
ct s
uper
visi
on o
f, an
d at
the
sam
e co
mpa
ny
as, t
he li
cens
ed P
rofe
ssio
nal E
ngin
eer
or R
egis
tere
d La
ndsc
ape
Arc
hite
ct,
prov
ided
they
hav
e re
ceiv
ed fo
ur (4
) hou
rs o
f Dep
artm
ent e
ndor
sed
train
ing
in p
rope
r er
osio
n an
d se
dim
ent
cont
rol
prin
cipl
es f
rom
a S
oil
and
Wat
er
Con
serv
atio
n D
istri
ct, o
r oth
er D
epar
tmen
t end
orse
d en
tity]
.
Aqu
alifi
ed i
nspe
ctor
sha
ll co
nduc
t si
te i
nspe
ctio
ns f
or a
ll co
nstru
ctio
n ac
tiviti
es id
entif
ied
in T
able
s 1
and
2 of
App
endi
x B
, with
the
exce
ptio
n of
:
a.th
e co
nstru
ctio
n of
a s
ingl
e fa
mily
resi
dent
ial s
ubdi
visi
on w
ith 2
5% o
r les
s im
perv
ious
cov
erat
tota
l site
bui
ld-o
ut th
at in
volv
es a
soi
l dis
turb
ance
of
one
(1) o
r mor
e ac
res
of la
nd b
ut le
ss th
an fi
ve (5
) acr
es a
nd is
notl
ocat
ed
in o
ne o
f the
wat
ersh
eds
liste
d in
App
endi
x C
and
not
dire
ctly
dis
char
ging
to
one
of t
he 3
03(d
) seg
men
ts li
sted
in A
ppen
dix
E;
b.th
e co
nstru
ctio
n of
a s
ingl
e fa
mily
hom
e th
at in
volv
es a
soi
l dis
turb
ance
of
one
(1) o
r mor
e ac
res
of la
nd b
ut le
ss th
an fi
ve (5
) acr
es a
nd is
not
loca
ted
in o
ne o
f the
wat
ersh
eds
liste
d in
App
endi
x C
and
not
dire
ctly
dis
char
ging
to
one
of t
he 3
03(d
) seg
men
ts li
sted
in A
ppen
dix
E;
c.co
nstru
ctio
n on
agr
icul
tura
l pro
perty
that
invo
lves
a s
oil d
istu
rban
ce o
f one
(1
) or m
ore
acre
s of
land
but
less
than
five
(5) a
cres
; and
d.co
nstru
ctio
n ac
tiviti
eslo
cate
d in
the
wat
ersh
eds
iden
tifie
d in
App
endi
x D
th
at in
volv
e so
il di
stur
banc
es b
etw
een
five
thou
sand
(5,0
00) s
quar
e fe
et
and
one
(1) a
cre
of la
nd.
Unl
ess
othe
rwis
e no
tifie
d by
the
Dep
artm
ent,
the
qual
ified
insp
ecto
r sh
all
cond
uct s
ite in
spec
tions
in a
ccor
danc
e w
ith th
e fo
llow
ing
timet
able
:
a.Fo
r co
nstru
ctio
n si
tes
whe
re s
oil d
istu
rban
ce a
ctiv
ities
are
on-
goin
g, th
e qu
alifi
ed i
nspe
ctor
sha
ll co
nduc
t a
site
ins
pect
ion
at l
east
onc
e ev
ery
seve
n (7
) cal
enda
r day
s.
b.Fo
r con
stru
ctio
n si
tes
whe
re s
oil d
istu
rban
ce a
ctiv
ities
are
on-
goin
g an
d 25
(Par
t IV
.C.2
.b)
the
owne
r or o
pera
torh
as re
ceiv
ed a
utho
rizat
ion
in a
ccor
danc
e w
ith P
art
II.C
.3 to
dis
turb
gre
ater
than
five
(5) a
cres
of s
oil a
t any
one
tim
e, th
e qu
alifi
ed in
spec
tor s
hall
cond
uct a
t lea
st tw
o (2
) site
insp
ectio
ns e
very
se
ven
(7) c
alen
dar d
ays.
The
two
(2) i
nspe
ctio
ns s
hall
be s
epar
ated
by
a m
inim
um o
f tw
o (2
) ful
l cal
enda
r day
s.
c.Fo
r co
nstru
ctio
n si
tes
whe
re
soil
dist
urba
nce
activ
ities
ha
ve
been
te
mpo
raril
y su
spen
ded
(e.g
. win
ter s
hutd
own)
and
tem
pora
ry s
tabi
lizat
ion
mea
sure
s ha
ve b
een
appl
ied
to a
ll di
stur
bed
area
s, th
e qu
alifi
ed in
spec
tor
shal
l con
duct
a s
ite in
spec
tion
at le
ast
once
eve
ry t
hirty
(30
) ca
lend
ar
days
. Th
e ow
ner
or o
pera
tor
shal
l no
tify
the
DO
W W
ater
(S
PDE
S)
Pro
gram
con
tact
at
the
Reg
iona
l O
ffice
(se
e co
ntac
t in
form
atio
n in
A
ppen
dix
F)or
, in
area
s un
der
the
juris
dict
ion
of a
reg
ulat
ed, t
radi
tiona
l la
nd u
se c
ontro
l M
S4,
the
reg
ulat
ed,
tradi
tiona
l la
nd u
se c
ontro
l M
S4
(pro
vide
d th
e re
gula
ted,
trad
ition
al la
nd u
se c
ontro
l MS
4is
not
the
owne
r or
ope
rato
r of
the
con
stru
ctio
n ac
tivity
)in
writ
ing
prio
r to
red
ucin
g th
e fre
quen
cy o
f ins
pect
ions
.
d.Fo
r co
nstru
ctio
n si
tes
whe
re s
oil d
istu
rban
ce a
ctiv
ities
hav
e be
en s
hut
dow
n w
ith p
artia
l pr
ojec
t co
mpl
etio
n, t
hequ
alifi
ed i
nspe
ctor
can
stop
co
nduc
ting
insp
ectio
ns if
all
area
s di
stur
bed
as o
f the
pro
ject
shu
tdow
n da
te h
ave
achi
eved
fina
l sta
biliz
atio
n an
dal
l pos
t-con
stru
ctio
n st
orm
wat
er
man
agem
ent p
ract
ices
req
uire
d fo
r th
e co
mpl
eted
por
tion
of th
e pr
ojec
t ha
ve
been
co
nstru
cted
in
co
nfor
man
ce
with
th
e SW
PPP
an
d ar
e op
erat
iona
l. Th
e ow
ner o
r ope
rato
rsha
ll no
tify
the
DO
W W
ater
(SPD
ES
) P
rogr
am c
onta
ct a
t th
e R
egio
nal
Offi
ce (
see
cont
act
info
rmat
ion
in
App
endi
x F)
or,
in a
reas
und
er th
e ju
risdi
ctio
n of
a r
egul
ated
, tra
ditio
nal
land
use
con
trol
MS
4, t
he r
egul
ated
, tra
ditio
nal
land
use
con
trol
MS
4(p
rovi
ded
the
regu
late
d, tr
aditi
onal
land
use
con
trol M
S4
is n
ot th
e ow
ner
or o
pera
tor o
f the
con
stru
ctio
n ac
tivity
)in
writ
ing
prio
r to
the
shut
dow
n. If
so
il di
stur
banc
e ac
tiviti
es a
re n
ot re
sum
ed w
ithin
2 y
ears
from
the
date
of
shut
dow
n, th
e ow
ner o
r ope
rato
rsha
ll hav
e th
e qu
alifi
ed in
spec
torp
erfo
rm
a fin
al in
spec
tion
and
certi
fy th
at a
lldi
stur
bed
area
sha
ve a
chie
ved
final
st
abili
zatio
n, a
ndal
l tem
pora
ry,
stru
ctur
al e
rosi
on a
ndse
dim
ent
cont
rol
mea
sure
s ha
ve b
een
rem
oved
;and
that
all
post
-con
stru
ctio
n st
orm
wat
er
man
agem
ent p
ract
ices
hav
e be
en c
onst
ruct
ed in
conf
orm
ance
with
the
SW
PPP
by
sign
ing
the
“Fin
al
Sta
biliz
atio
n”
and
“Pos
t-Con
stru
ctio
n S
torm
wat
er M
anag
emen
t Pra
ctic
e” c
ertif
icat
ion
stat
emen
ts o
n th
e N
OT.
Th
e ow
ner o
r ope
rato
rsha
ll th
en s
ubm
it th
eco
mpl
eted
NO
T fo
rm to
the
addr
ess
in P
art I
I.A.1
of th
is p
erm
it.
e.Fo
r co
nstru
ctio
n si
tes
that
dire
ctly
dis
char
geto
one
of
the
303(
d)
segm
ents
list
ed in
App
endi
x E
or i
s lo
cate
d in
one
of t
he w
ater
shed
s lis
ted
in A
ppen
dix
C, t
he q
ualif
ied
insp
ecto
r sh
all c
ondu
ct a
t lea
st tw
o (2
) si
te
insp
ectio
ns e
very
seve
n (7
) cal
enda
r day
s. T
he tw
o (2
) ins
pect
ions
sha
ll 26
(Par
t IV
.C.2
.e)
be s
epar
ated
by
a m
inim
um o
f tw
o (2
) ful
l cal
enda
r day
s.
At a
min
imum
, the
qua
lifie
d in
spec
tor s
hall
insp
ect a
ll er
osio
n an
d se
dim
ent
cont
rol p
ract
ices
and
pollu
tion
prev
entio
n m
easu
res
to e
nsur
e in
tegr
ity a
nd
effe
ctiv
enes
s,
all
post
-con
stru
ctio
n st
orm
wat
er
man
agem
ent
prac
tices
un
der c
onst
ruct
ion
to e
nsur
e th
at th
ey a
re c
onst
ruct
ed in
con
form
ance
with
th
e SW
PPP
, al
l ar
eas
of
dist
urba
nce
that
ha
ve
not
achi
eved
fin
al
stab
iliza
tion,
all p
oint
s of
dis
char
geto
nat
ural
sur
face
wat
erbo
dies
loca
ted
with
in,
or
imm
edia
tely
ad
jace
nt
to,
the
prop
erty
bo
unda
ries
of
th
e co
nstru
ctio
n si
te, a
nd a
ll po
ints
of d
isch
arge
from
the
cons
truct
ion
site
.
The
qual
ified
insp
ecto
r sh
all p
repa
re a
n in
spec
tion
repo
rt su
bseq
uent
to
each
and
eve
ry in
spec
tion.
At a
min
imum
, the
insp
ectio
n re
port
shal
l incl
ude
and/
or a
ddre
ss th
e fo
llow
ing:
a.D
ate
and
time
of in
spec
tion;
b.N
ame
and
title
of p
erso
n(s)
per
form
ing
insp
ectio
n;
c.A
des
crip
tion
of th
e w
eath
er a
nd s
oil c
ondi
tions
(e.g
. dry
, wet
, sat
urat
ed)
at th
e tim
e of
the
insp
ectio
n;
d.A
des
crip
tion
of th
e co
nditi
on o
f the
runo
ff at
all
poin
ts o
f dis
char
gefro
m
the
cons
truct
ion
site
. Thi
s sh
all i
nclu
de id
entif
icat
ion
of a
ny d
isch
arge
sof
se
dim
ent f
rom
the
cons
truct
ion
site
. Inc
lude
dis
char
ges
from
con
veya
nce
syst
ems
(i.e.
pip
es, c
ulve
rts, d
itche
s, e
tc.)
and
over
land
flow
;
e.A
des
crip
tion
of th
e co
nditi
on o
f all
natu
ral s
urfa
ce w
ater
bodi
es lo
cate
d w
ithin
, or
im
med
iate
ly
adja
cent
to
, th
e pr
oper
ty
boun
darie
s of
th
e co
nstru
ctio
n si
te w
hich
rec
eive
run
off
from
dis
turb
ed a
reas
. Th
is s
hall
incl
ude
iden
tific
atio
n of
any
dis
char
ges
ofse
dim
ent
to t
he s
urfa
ce
wat
erbo
dy;
f.Id
entif
icat
ion
of a
ll er
osio
n an
d se
dim
ent c
ontro
l pra
ctic
es a
ndpo
llutio
n pr
even
tion
mea
sure
s th
at n
eed
repa
ir or
mai
nten
ance
;
g.Id
entif
icat
ion
of a
ll er
osio
n an
d se
dim
ent c
ontro
l pra
ctic
esan
dpo
llutio
n pr
even
tion
mea
sure
sth
at w
ere
not i
nsta
lled
prop
erly
or a
re n
ot fu
nctio
ning
as
des
igne
d an
d ne
ed to
be
rein
stal
led
or re
plac
ed;
h.D
escr
iptio
n an
d sk
etch
of a
reas
with
act
ive
soil
dist
urba
nce
activ
ity, a
reas
th
at h
ave
been
dis
turb
ed b
ut a
re in
activ
e at
the
time
of th
e in
spec
tion,
and
area
s th
at h
ave
been
sta
biliz
ed (
tem
pora
ry a
nd/o
r fin
al)
sinc
e th
e la
st
insp
ectio
n;27
(Par
t IV
.C.4
.i)i.
Cur
rent
ph
ase
of
cons
truct
ion
of
all
post
-con
stru
ctio
n st
orm
wat
er
man
agem
ent p
ract
ices
and
iden
tific
atio
n of
all
cons
truct
ion
that
is n
ot in
co
nfor
man
ce w
ith th
e SW
PPP
and
tech
nica
l sta
ndar
ds;
j.C
orre
ctiv
e ac
tion(
s) t
hat
mus
t be
tak
en t
o in
stal
l, re
pair,
rep
lace
or
mai
ntai
n er
osio
n an
d se
dim
ent c
ontro
l pra
ctic
esan
d po
llutio
n pr
even
tion
mea
sure
s; a
nd to
cor
rect
def
icie
ncie
s id
entif
ied
with
the
cons
truct
ion
of
the
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
e(s)
;
k.Id
entif
icat
ion
and
stat
us o
f al
lcor
rect
ive
actio
ns t
hat
wer
e re
quire
d by
pr
evio
us in
spec
tion;
and
l.D
igita
l pho
togr
aphs
, with
dat
e st
amp,
that
clea
rly s
how
the
cond
ition
of a
ll pr
actic
es t
hat
have
bee
n id
entif
ied
as n
eedi
ng c
orre
ctiv
e ac
tions
. Th
e qu
alifi
ed
insp
ecto
r sh
all
atta
ch
pape
r co
lor
copi
es
of
the
digi
tal
phot
ogra
phs
to th
e in
spec
tion
repo
rt be
ing
mai
ntai
ned
onsi
te w
ithin
sev
en
(7)
cale
ndar
day
s of
the
dat
e of
the
insp
ectio
n. T
he q
ualif
ied
insp
ecto
rsh
all a
lso
take
dig
ital p
hoto
grap
hs, w
ith d
ate
stam
p, th
atcl
early
sho
w th
e co
nditi
on o
f the
pra
ctic
e(s)
afte
r the
cor
rect
ive
actio
n ha
s be
en c
ompl
eted
. Th
e qu
alifi
ed i
nspe
ctor
sha
ll at
tach
pap
er c
olor
cop
ies
of t
he d
igita
l ph
otog
raph
s to
the
insp
ectio
n re
port
that
doc
umen
ts th
e co
mpl
etio
n of
the
corre
ctiv
e ac
tion
wor
k w
ithin
sev
en (7
) cal
enda
r day
s of
that
insp
ectio
n.
With
in o
ne b
usin
ess
day
of th
e co
mpl
etio
n of
an
insp
ectio
n, th
e qu
alifi
ed
insp
ecto
r sh
all n
otify
the
owne
r or
ope
rato
ran
d ap
prop
riate
con
tract
or o
r su
bcon
tract
orid
entif
ied
in P
art
III.A
.6.
of t
his
perm
it of
any
cor
rect
ive
actio
ns th
at n
eed
to b
e ta
ken.
The
con
tract
or o
r sub
cont
ract
or s
hall
begi
n im
plem
entin
g th
e co
rrect
ive
actio
ns w
ithin
one
bus
ines
s da
y of
thi
s no
tific
atio
n an
d sh
all c
ompl
ete
the
corre
ctiv
e ac
tions
in a
rea
sona
ble
time
fram
e.
All
insp
ectio
n re
ports
sha
ll be
sig
ned
by th
e qu
alifi
ed in
spec
tor.
Purs
uant
to
Par
t II.C
.2.o
f thi
s pe
rmit,
the
insp
ectio
n re
ports
sha
ll be
mai
ntai
ned
on s
ite
with
the
SWPP
P.
Part
V. T
ERM
INA
TIO
N O
F PE
RM
IT C
OVE
RA
GE
A.
Term
inat
ion
of P
erm
it C
over
age
An
owne
r or o
pera
tort
hat i
s el
igib
le to
term
inat
e co
vera
geun
der t
his
perm
it m
ust
subm
it a
com
plet
ed N
OT
form
to
the
addr
ess
in P
art
II.A
.1of
thi
s pe
rmit.
The
NO
T fo
rm s
hall
be o
ne w
hich
is a
ssoc
iate
d w
ith t
his
perm
it,
sign
ed in
acc
orda
nce
with
Par
t VII.
Hof
this
per
mit.
28
(Par
t V.A
.2)
An
owne
r or
ope
rato
rm
ay t
erm
inat
e co
vera
ge w
hen
one
or m
ore
the
follo
win
g co
nditi
ons
have
bee
n m
et:
a.To
tal p
roje
ct c
ompl
etio
n -A
ll co
nstru
ctio
n ac
tivity
iden
tifie
d in
the
SWPP
P ha
s be
en c
ompl
eted
; an
dal
l are
as o
f di
stur
banc
e ha
ve a
chie
ved
final
st
abili
zatio
n;an
dal
l tem
pora
ry,
stru
ctur
al e
rosi
on a
nd s
edim
ent
cont
rol
mea
sure
s ha
ve b
een
rem
oved
; an
dal
l po
st-c
onst
ruct
ion
stor
mw
ater
m
anag
emen
t pra
ctic
es h
ave
been
con
stru
cted
in c
onfo
rman
ce w
ith t
he
SWPP
P a
nd a
re o
pera
tiona
l;
b.P
lann
ed s
hutd
own
with
par
tial p
roje
ct c
ompl
etio
n -
All
soil
dist
urba
nce
activ
ities
hav
e ce
ased
; and
all a
reas
dis
turb
ed a
s of
the
proj
ect s
hutd
own
date
hav
e ac
hiev
ed fi
nal s
tabi
lizat
ion;
and
all t
empo
rary
, stru
ctur
al e
rosi
on
and
sedi
men
t co
ntro
l m
easu
res
have
bee
n re
mov
ed;
and
all
post
-co
nstru
ctio
n st
orm
wat
er
man
agem
ent
prac
tices
re
quire
d fo
r th
e co
mpl
eted
por
tion
of th
e pr
ojec
t hav
e be
en c
onst
ruct
ed in
con
form
ance
w
ith th
e SW
PPP
and
are
oper
atio
nal;
c.A
new
ow
ner
or o
pera
tor
has
obta
ined
cov
erag
e un
der
this
per
mit
in
acco
rdan
ce w
ith P
art I
I.E.o
f thi
s pe
rmit.
d.Th
e ow
ner
or o
pera
tor
obta
ins
cove
rage
und
er a
n al
tern
ativ
e S
PDE
S ge
nera
l per
mit
or a
n in
divi
dual
SP
DE
S p
erm
it.
For
cons
truct
ion
activ
ities
mee
ting
subd
ivis
ion
2a. o
r 2b
. of
this
Par
t, th
e ow
ner
or o
pera
tor
shal
l hav
e th
e qu
alifi
ed in
spec
tor
perfo
rm a
fin
al s
ite
insp
ectio
n pr
ior
to s
ubm
ittin
g th
e N
OT.
The
qua
lifie
d in
spec
tor
shal
l, by
si
gnin
g th
e “F
inal
S
tabi
lizat
ion”
an
d “P
ost-C
onst
ruct
ion
Sto
rmw
ater
M
anag
emen
t Pra
ctic
ece
rtific
atio
n st
atem
ents
on
the
NO
T, c
ertif
y th
at a
ll th
e re
quire
men
ts in
Par
t V.A
.2.a
. or b
. of t
his
perm
it ha
ve b
een
achi
eved
.
For
cons
truct
ion
activ
ities
that
are
sub
ject
to
the
requ
irem
ents
of
a re
gula
ted,
trad
ition
al la
nd u
se c
ontro
l MS
4an
d m
eet s
ubdi
visi
on 2
a. o
r 2b.
of
this
Par
t, th
e ow
ner o
r ope
rato
rsha
ll ha
ve th
ere
gula
ted,
trad
ition
al la
nd
use
cont
rol
MS4
sign
the
“M
S4
Acc
epta
nce”
sta
tem
ent
on t
he N
OT
in
acco
rdan
ce w
ith t
he r
equi
rem
ents
in
Part
VII.
H.
of t
his
perm
it.Th
e re
gula
ted,
tra
ditio
nal
land
us
e co
ntro
l M
S4
offic
ial,
by
sign
ing
this
st
atem
ent,
has
dete
rmin
ed th
at it
is a
ccep
tabl
e fo
r the
ow
ner o
r ope
rato
rto
subm
it th
e N
OT
in a
ccor
danc
e w
ith t
here
quire
men
ts o
f th
is P
art.
The
regu
late
d, tr
aditi
onal
land
use
con
trol M
S4
can
mak
e th
is d
eter
min
atio
n by
pe
rform
ing
afin
al s
ite in
spec
tion
them
selv
esor
by a
ccep
ting
the
qual
ified
in
spec
tor’s
fina
l site
insp
ectio
nce
rtific
atio
n(s)
requ
ired
in P
art V
.A.3
.of t
his
perm
it.
29
(Par
t V.A
.5)
For
cons
truct
ion
activ
ities
th
at
requ
ire
post
-con
stru
ctio
n st
orm
wat
er
man
agem
ent p
ract
ices
and
mee
t sub
divi
sion
2a.
of t
his
Par
t, th
e ow
ner o
r op
erat
orm
ust,
prio
r to
subm
ittin
g th
e N
OT,
ens
ure
one
of th
e fo
llow
ing:
a.th
e po
st-c
onst
ruct
ion
stor
mw
ater
man
agem
ent p
ract
ice(
s) a
nd a
ny ri
ght-
of-w
ay(s
) ne
eded
to m
aint
ain
such
pra
ctic
e(s)
hav
e be
en d
eede
d to
the
mun
icip
ality
in w
hich
the
prac
tice(
s) is
loca
ted,
b.an
exe
cute
d m
aint
enan
ce a
gree
men
t is
in p
lace
with
the
mun
icip
ality
that
w
ill m
aint
ain
the
post
-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
e(s)
,
c.fo
r pos
t-con
stru
ctio
n st
orm
wat
er m
anag
emen
t pra
ctic
es th
at a
re p
rivat
ely
owne
d, t
he o
wne
r or
ope
rato
r ha
s a
mec
hani
sm in
pla
ce t
hat
requ
ires
oper
atio
n an
d m
aint
enan
ce o
f th
e pr
actic
e(s)
in
acco
rdan
ce w
ith t
heop
erat
ion
and
mai
nten
ance
pla
n,su
ch a
s a
deed
cov
enan
t in
the
owne
r or
ope
rato
r’sde
ed o
f rec
ord,
d.fo
r po
st-c
onst
ruct
ion
stor
mw
ater
man
agem
ent p
ract
ices
that
are
ow
ned
bya
publ
ic
or
priv
ate
inst
itutio
n (e
.g.
scho
ol,
univ
ersi
ty,
hosp
ital),
go
vern
men
t ag
ency
or
auth
ority
, or
pub
lic u
tility
;th
eow
ner
or o
pera
tor
has
polic
y an
d pr
oced
ures
in
pl
ace
that
en
sure
s op
erat
ion
and
mai
nten
ance
of
the
prac
tices
in a
ccor
danc
e w
ith t
he o
pera
tion
and
mai
nten
ance
pla
n.
Part
VI.
REP
OR
TIN
G A
ND
RET
ENTI
ON
OF
REC
OR
DS
A.R
ecor
d R
eten
tion
The
owne
r or o
pera
tors
hall
reta
in a
cop
y of
the
NO
I, N
OI
Ack
now
ledg
men
t Le
tter,
SWPP
P,
MS
4 SW
PPP
A
ccep
tanc
e fo
rm
and
any
insp
ectio
n re
ports
that
wer
e pr
epar
ed in
con
junc
tion
with
this
per
mit
for a
per
iod
of
at le
ast f
ive
(5) y
ears
from
the
date
that
the
Dep
artm
ent r
ecei
ves
a co
mpl
ete
NO
T su
bmitt
ed in
acc
orda
nce
with
Par
t V. o
f thi
s ge
nera
l per
mit.
B.A
ddre
sses
With
the
exce
ptio
n of
the
NO
I, N
OT,
and
MS4
SW
PPP
Acc
epta
nce
form
(w
hich
m
ust b
e su
bmitt
ed to
the
addr
ess
refe
renc
ed in
Par
t II.A
.1of
this
per
mit)
, all
writ
ten
corre
spon
denc
e re
ques
ted
by
the
Dep
artm
ent,
incl
udin
g in
divi
dual
pe
rmit
appl
icat
ions
, sha
ll be
sen
t to
the
addr
ess
of th
e ap
prop
riate
DO
W W
ater
(SP
DE
S)
Pro
gram
con
tact
at t
he R
egio
nal O
ffice
list
ed in
App
endi
x F.
30
(Par
t VII)
Part
VII.
STA
ND
AR
D P
ERM
IT C
ON
DIT
ION
S
A.D
uty
to C
ompl
y
The
owne
r or o
pera
torm
ust c
ompl
y w
ith a
ll co
nditi
ons
of th
is p
erm
it. A
ll co
ntra
ctor
s an
d su
bcon
tract
ors
asso
ciat
ed w
ith th
e pr
ojec
t mus
t com
ply
with
the
term
s of
the
SWPP
P. A
ny n
on-c
ompl
ianc
e w
ith th
is p
erm
it co
nstit
utes
a v
iola
tion
of th
e C
lean
W
ater
Act
(CW
A) a
nd th
e E
CL
and
is g
roun
ds fo
r an
enfo
rcem
ent a
ctio
n ag
ains
t the
ow
ner
or
oper
ator
and/
or
the
cont
ract
or/s
ubco
ntra
ctor
; pe
rmit
revo
catio
n,
susp
ensi
on o
r mod
ifica
tion;
or d
enia
l of a
per
mit
rene
wal
app
licat
ion.
Upo
n a
findi
ng
of s
igni
fican
t no
n-co
mpl
ianc
e w
ith t
his
perm
it or
the
app
licab
le S
WPP
P,
the
Dep
artm
ent m
ay o
rder
an
imm
edia
te s
top
to a
ll co
nstru
ctio
n ac
tivity
at t
he s
ite u
ntil
the
non-
com
plia
nce
is r
emed
ied.
The
sto
p w
ork
orde
r sh
all
be i
n w
ritin
g, s
hall
desc
ribe
the
non-
com
plia
nce
in d
etai
l,an
d sh
all b
e se
nt to
the
owne
r or o
pera
tor.
If an
y hu
man
rem
ains
or a
rcha
eolo
gica
l rem
ains
are
enc
ount
ered
dur
ing
exca
vatio
n,
the
owne
ror o
pera
torm
ust i
mm
edia
tely
cea
se, o
r cau
se to
cea
se, a
ll co
nstru
ctio
n ac
tivity
in t
he a
rea
of t
he r
emai
ns a
nd n
otify
the
app
ropr
iate
Reg
iona
l W
ater
E
ngin
eer (
RW
E).
Con
stru
ctio
n ac
tivity
shal
l not
resu
me
until
writ
ten
perm
issi
on to
do
so
has
been
rece
ived
from
the
RW
E.
B.C
ontin
uatio
n of
the
Expi
red
Gen
eral
Per
mit
This
per
mit
expi
res
five
(5)y
ears
from
the
effe
ctiv
e da
te. I
f a n
ew g
ener
al p
erm
it is
no
t iss
ued
prio
r to
the
expi
ratio
n of
this
gen
eral
per
mit,
an
owne
r or
ope
rato
rw
ith
cove
rage
und
er th
is p
erm
itm
ay c
ontin
ue to
ope
rate
and
dis
char
gein
acc
orda
nce
with
the
term
s an
d co
nditi
ons
of th
is g
ener
al p
erm
it, if
it is
ext
ende
d pu
rsua
nt to
the
Sta
te A
dmin
istra
tive
Proc
edur
e A
ct a
nd 6
NYC
RR
Par
t 62
1,un
tila
new
gen
eral
pe
rmit
is is
sued
.
C.E
nfor
cem
ent
Failu
re o
f th
e ow
ner
or o
pera
tor,
its c
ontra
ctor
s, s
ubco
ntra
ctor
s, a
gent
s an
d/or
as
sign
s to
stri
ctly
adh
ere
to a
ny o
f the
per
mit
requ
irem
ents
con
tain
ed h
erei
n sh
all
cons
titut
e a
viol
atio
n of
thi
s pe
rmit.
The
re a
re s
ubst
antia
l cr
imin
al,
civi
l, an
d ad
min
istra
tive
pena
lties
ass
ocia
ted
with
vio
latin
g th
e pr
ovis
ions
of t
his
perm
it. F
ines
of
up
to $
37,5
00 p
er d
ay fo
r eac
h vi
olat
ion
and
impr
ison
men
t for
up
to fi
fteen
(15)
ye
ars
may
be
asse
ssed
dep
endi
ng u
pon
the
natu
re a
nd d
egre
e of
the
offe
nse.
D.N
eed
to H
alt o
r Red
uce
Activ
ity N
ot a
Def
ense
It sh
all n
ot b
e a
defe
nse
for
an o
wne
r or
ope
rato
rin
an
enfo
rcem
ent a
ctio
n th
at it
w
ould
hav
e be
en n
eces
sary
to
halt
or r
educ
e th
e co
nstru
ctio
n ac
tivity
in o
rder
to
mai
ntai
n co
mpl
ianc
e w
ith th
e co
nditi
ons
of th
is p
erm
it.
31
(Par
t VII.
E)
E.D
uty
to M
itiga
te
The
owne
r or
ope
rato
r an
d its
con
tract
ors
and
subc
ontra
ctor
s sh
all
take
all
reas
onab
le s
teps
to
min
imiz
eor
pre
vent
any
dis
char
gein
vio
latio
n of
thi
s pe
rmit
whi
ch h
as a
rea
sona
ble
likel
ihoo
d of
adv
erse
ly a
ffect
ing
hum
an h
ealth
or
the
envi
ronm
ent.
F.D
uty
to P
rovi
de In
form
atio
n
The
owne
r or o
pera
tors
hall
furn
ish
to th
e D
epar
tmen
t,w
ithin
are
ason
able
spe
cifie
d tim
e pe
riod
of a
writ
ten
requ
est,
all
docu
men
tatio
n ne
cess
ary
tode
mon
stra
teel
igib
ility
and
any
info
rmat
ion
tode
term
ine
com
plia
nce
with
thi
s pe
rmit
or t
o de
term
ine
whe
ther
cau
se e
xist
s fo
r mod
ifyin
g or
revo
king
this
per
mit,
or s
uspe
ndin
g or
den
ying
cov
erag
e un
der t
his
perm
it, in
acc
orda
nce
with
the
term
s an
d co
nditi
ons
of th
is p
erm
it.Th
e N
OI,
SWPP
Pan
din
spec
tion
repo
rts re
quire
d by
this
per
mit
are
publ
ic d
ocum
ents
that
the
owne
r or
ope
rato
r m
ust m
ake
avai
labl
e fo
r re
view
and
co
pyin
g by
any
per
son
with
in f
ive
(5)
busi
ness
day
s of
the
ow
ner
or o
pera
tor
rece
ivin
g a
writ
ten
requ
est b
y an
y su
ch p
erso
n to
revi
ew th
ese
docu
men
ts. C
opyi
ng
of d
ocum
ents
will
be d
one
at th
e re
ques
ter’s
exp
ense
.
G.O
ther
Info
rmat
ion
Whe
n th
e ow
ner o
r ope
rato
rbec
omes
aw
are
that
they
faile
d to
sub
mit
any
rele
vant
fa
cts,
or
subm
itted
inc
orre
ct i
nfor
mat
ion
in t
he N
OI
or i
n an
y of
the
doc
umen
ts
requ
ired
by th
is p
erm
it , o
r hav
e m
ade
subs
tant
ive
revi
sion
s to
the
SWPP
P (e
.g. t
he
scop
e of
the
proj
ect c
hang
es s
igni
fican
tly, t
he ty
pe o
f pos
t-con
stru
ctio
n st
orm
wat
er
man
agem
ent
prac
tice(
s) c
hang
es,
ther
e is
a r
educ
tion
in t
he s
izin
g of
the
pos
t-co
nstru
ctio
n st
orm
wat
er m
anag
emen
t pr
actic
e, o
rth
ere
is a
n in
crea
se i
n th
e di
stur
banc
e ar
ea o
r im
perv
ious
are
a), w
hich
wer
e no
t ref
lect
ed in
the
orig
inal
NO
I su
bmitt
ed to
the
Dep
artm
ent,
they
sha
ll pr
ompt
ly s
ubm
it su
ch fa
cts
or in
form
atio
n to
th
e D
epar
tmen
tusi
ng th
e co
ntac
t inf
orm
atio
n in
Par
t II.A
.of t
his
perm
it. F
ailu
re o
f th
e ow
ner
or o
pera
tor
to c
orre
ct o
r su
pple
men
t an
y re
leva
nt f
acts
with
in f
ive
(5)
busi
ness
day
s of
bec
omin
g aw
are
of th
e de
ficie
ncy
shal
l con
stitu
te a
vio
latio
n of
this
pe
rmit.
H.S
igna
tory
Req
uire
men
ts
All
NO
Is a
nd N
OTs
sha
ll be
sig
ned
as fo
llow
s:
a.Fo
r a c
orpo
ratio
n th
ese
form
s sh
all b
e si
gned
by
a re
spon
sibl
e co
rpor
ate
offic
er.
For
the
purp
ose
of t
his
sect
ion,
a r
espo
nsib
le c
orpo
rate
offi
cer
mea
ns:
(i)a
pres
iden
t, se
cret
ary,
trea
sure
r, or
vic
e-pr
esid
ent o
f the
32
(Par
t VII.
H.1
.a.i)
corp
orat
ion
in c
harg
e of
a p
rinci
pal b
usin
ess
func
tion,
or a
ny o
ther
pe
rson
who
per
form
s si
mila
r po
licy
or d
ecis
ion-
mak
ing
func
tions
fo
r the
cor
pora
tion;
or
(ii)
the
man
ager
of
on
e or
m
ore
man
ufac
turin
g,
prod
uctio
n or
op
erat
ing
faci
litie
s, p
rovi
ded
the
man
ager
is a
utho
rized
to m
ake
man
agem
ent
deci
sion
s w
hich
go
vern
th
e op
erat
ion
of
the
regu
late
d fa
cilit
y in
clud
ing
havi
ng t
he e
xplic
it or
impl
icit
duty
of
mak
ing
maj
or c
apita
l inv
estm
ent r
ecom
men
datio
ns, a
nd in
itiat
ing
and
dire
ctin
g ot
her c
ompr
ehen
sive
mea
sure
s to
ass
ure
long
term
en
viro
nmen
tal
com
plia
nce
with
en
viro
nmen
tal
law
s an
d re
gula
tions
; the
man
ager
can
ens
ure
that
the
nece
ssar
y sy
stem
s ar
e es
tabl
ishe
d or
act
ions
take
n to
gat
her c
ompl
ete
and
accu
rate
in
form
atio
n fo
r pe
rmit
appl
icat
ion
requ
irem
ents
; an
d w
here
au
thor
ity t
o si
gn d
ocum
ents
has
bee
n as
sign
ed o
r de
lega
ted
to
the
man
ager
in a
ccor
danc
e w
ith c
orpo
rate
pro
cedu
res;
b.Fo
r a p
artn
ersh
ip o
r sol
e pr
oprie
tors
hip
thes
e fo
rms
shal
l be
sign
ed b
y a
gene
ral p
artn
er o
r the
pro
prie
tor,
resp
ectiv
ely;
or
c.Fo
r a m
unic
ipal
ity, S
tate
, Fed
eral
, or o
ther
pub
lic a
genc
y th
ese
form
s sh
all
be s
igne
d by
eith
er a
prin
cipa
l exe
cutiv
e of
ficer
or r
anki
ng e
lect
ed o
ffici
al.
For
purp
oses
of
this
sec
tion,
a p
rinci
pal e
xecu
tive
offic
er o
f a
Fede
ral
agen
cy in
clud
es:
(i)th
e ch
ief e
xecu
tive
offic
er o
f the
age
ncy,
or
(ii)
a se
nior
exe
cutiv
e of
ficer
hav
ing
resp
onsi
bilit
y fo
r th
e ov
eral
l op
erat
ions
of
a pr
inci
pal
geog
raph
ic u
nit
of t
he a
genc
y (e
.g.,
Reg
iona
l Adm
inis
trato
rs o
f EP
A).
The
SWPP
P a
nd o
ther
info
rmat
ion
requ
este
d by
the
Dep
artm
ent s
hall
be
sign
ed b
y a
pers
on d
escr
ibed
in P
art
VII.
H.1
.of
thi
s pe
rmit
or b
y a
duly
au
thor
ized
rep
rese
ntat
ive
of t
hat
pers
on.
A p
erso
n is
a d
uly
auth
oriz
ed
repr
esen
tativ
e on
ly if
:
a.Th
e au
thor
izat
ion
is m
ade
in w
ritin
g by
a p
erso
n de
scrib
ed in
Par
t VII.
H.1
.of
this
per
mit;
b.Th
e au
thor
izat
ion
spec
ifies
eith
er a
n in
divi
dual
or
a po
sitio
n ha
ving
re
spon
sibi
lity
for
the
over
all o
pera
tion
of th
e re
gula
ted
faci
lity
or a
ctiv
ity,
such
as
the
posi
tion
of p
lant
man
ager
, ope
rato
r of
a w
ell o
r a
wel
l fie
ld,
supe
rinte
nden
t, po
sitio
n of
equ
ival
ent
resp
onsi
bilit
y, o
r an
indi
vidu
al o
r po
sitio
n ha
ving
ove
rall
resp
onsi
bilit
y fo
r en
viro
nmen
tal
mat
ters
for
the
co
mpa
ny. (
A d
uly
auth
oriz
ed re
pres
enta
tive
may
thus
be
eith
er a
nam
ed
33
(Par
t VII.
H.2
.b)
indi
vidu
al o
r any
indi
vidu
al o
ccup
ying
a n
amed
pos
ition
) and
,
c.Th
e w
ritte
n au
thor
izat
ion
shal
l inc
lude
the
nam
e, ti
tle a
nd s
igna
ture
of t
he
auth
oriz
ed re
pres
enta
tive
and
be a
ttach
ed to
the
SWPP
P.
All
insp
ectio
n re
ports
sha
ll be
sig
ned
by t
hequ
alifi
ed i
nspe
ctor
tha
t pe
rform
s th
e in
spec
tion.
The
MS
4 SW
PPP
Acc
epta
nce
form
sha
ll be
sig
ned
by
the
prin
cipa
l ex
ecut
ive
offic
er o
r ra
nkin
g el
ecte
d of
ficia
l fro
m t
he r
egul
ated
, tra
ditio
nal
land
use
con
trol M
S4,
or b
y a
duly
aut
horiz
ed re
pres
enta
tive
of th
at p
erso
n.
It sh
all c
onst
itute
a p
erm
it vi
olat
ion
if an
inco
rrect
and
/or i
mpr
oper
si
gnat
ory
auth
oriz
es a
ny re
quire
d fo
rms,
SW
PP
P a
nd/o
r ins
pect
ion
repo
rts.
I.Pr
oper
ty R
ight
s
The
issu
ance
of t
his
perm
it do
es n
ot c
onve
y an
y pr
oper
ty ri
ghts
of a
ny s
ort,
nor
any
excl
usiv
e pr
ivile
ges,
nor
doe
s it
auth
oriz
e an
y in
jury
to p
rivat
e pr
oper
ty n
or
any
inva
sion
of p
erso
nal r
ight
s, n
or a
ny in
fring
emen
t of F
eder
al, S
tate
or
loca
l la
ws
or
regu
latio
ns.
Ow
ners
or
op
erat
ors
mus
t ob
tain
an
y ap
plic
able
co
nvey
ance
s, e
asem
ents
, lic
ense
s an
d/or
acc
ess
to r
eal
prop
erty
prio
r to
co
mm
enci
ng c
onst
ruct
ion
activ
ity.
J.Se
vera
bilit
y
The
prov
isio
ns o
f thi
s pe
rmit
are
seve
rabl
e, a
nd if
any
pro
visi
on o
f thi
s pe
rmit,
or
the
appl
icat
ion
of a
ny p
rovi
sion
of t
his
perm
it to
any
circ
umst
ance
, is
held
inva
lid,
the
appl
icat
ion
of s
uch
prov
isio
n to
oth
er c
ircum
stan
ces,
and
the
rem
aind
er o
f th
is p
erm
it sh
all n
ot b
e af
fect
ed th
ereb
y.
K.R
equi
rem
ent t
o O
btai
nC
over
age
Und
er a
n A
ltern
ativ
ePe
rmit
The
Dep
artm
ent
may
req
uire
any
ow
ner
or o
pera
tor
auth
oriz
ed b
y th
is
perm
it to
app
ly f
or a
nd/o
r ob
tain
eith
er a
n in
divi
dual
SP
DE
S p
erm
it or
an
othe
r SP
DE
S
gene
ral
perm
it. W
hen
the
Dep
artm
ent
requ
ires
any
disc
harg
er a
utho
rized
by
a ge
nera
l per
mit
to a
pply
for a
n in
divi
dual
SP
DE
S pe
rmit,
it s
hall
notif
y th
edi
scha
rger
in w
ritin
g th
at a
per
mit
appl
icat
ion
is
requ
ired.
Thi
s no
tice
shal
l inc
lude
a b
rief s
tate
men
t of t
he re
ason
s fo
r thi
s de
cisi
on, a
n ap
plic
atio
n fo
rm, a
sta
tem
ent s
ettin
g a
time
fram
e fo
r the
ow
ner
or o
pera
tor
to f
ile t
he a
pplic
atio
n fo
r an
indi
vidu
al S
PD
ES
per
mit,
and
a
dead
line,
not
soo
ner
than
180
day
s fro
m o
wne
r or
ope
rato
rre
ceip
t of t
he
notif
icat
ion
lette
r, w
here
by th
e au
thor
izat
ion
to
34
(Par
t VII.
K.1
)di
scha
rge
unde
r thi
s ge
nera
l per
mit
shal
l be
term
inat
ed. A
pplic
atio
ns m
ust
be s
ubm
itted
to th
e ap
prop
riate
Per
mit
Adm
inis
trato
r at t
he R
egio
nal O
ffice
. Th
e D
epar
tmen
t m
ay g
rant
add
ition
al t
ime
upon
dem
onst
ratio
n, t
o th
e sa
tisfa
ctio
n of
th
e D
epar
tmen
t, th
at
addi
tiona
l tim
e to
ap
ply
for
an
alte
rnat
ive
auth
oriz
atio
n is
nec
essa
ry o
r w
here
the
Dep
artm
ent
has
not
prov
ided
a p
erm
it de
term
inat
ion
in a
ccor
danc
e w
ith P
art 6
21 o
f thi
s Ti
tle.
Whe
n an
indi
vidu
al S
PD
ES
per
mit
is is
sued
to a
dis
char
ger
auth
oriz
ed to
di
scha
rge
unde
r a
gene
ral S
PD
ES
perm
it fo
r th
e sa
me
disc
harg
e(s)
, th
e ge
nera
l pe
rmit
auth
oriz
atio
n fo
r ou
tfalls
aut
horiz
ed u
nder
the
ind
ivid
ual
SP
DE
S p
erm
it is
aut
omat
ical
ly t
erm
inat
ed o
n th
e ef
fect
ive
date
of
the
indi
vidu
al p
erm
it un
less
term
inat
ion
is e
arlie
r in
acco
rdan
ce w
ith 6
NYC
RR
P
art 7
50.
L.Pr
oper
Ope
ratio
n an
d M
aint
enan
ce
The
owne
r or
ope
rato
rsha
ll at
all
times
pro
perly
ope
rate
and
mai
ntai
n al
l fac
ilitie
s an
d sy
stem
s of
tre
atm
ent
and
cont
rol
(and
rel
ated
app
urte
nanc
es)
whi
ch a
re
inst
alle
d or
use
d by
the
owne
r or o
pera
tort
o ac
hiev
e co
mpl
ianc
e w
ith th
e co
nditi
ons
of th
is p
erm
it an
d w
ith th
e re
quire
men
ts o
fthe
SW
PPP.
M.I
nspe
ctio
n an
d En
try
The
owne
r or o
pera
tors
hall
allo
w a
n au
thor
ized
repr
esen
tativ
e of
the
Dep
artm
ent,
EP
A,
app
licab
le c
ount
y he
alth
dep
artm
ent,
or,
in t
he c
ase
of a
con
stru
ctio
n si
te
whi
ch d
isch
arge
sth
roug
h an
MS
4, a
n au
thor
ized
rep
rese
ntat
ive
of t
he M
S4
rece
ivin
g th
e di
scha
rge,
upo
n th
e pr
esen
tatio
n of
cre
dent
ials
and
oth
er d
ocum
ents
as
may
be
requ
ired
by la
w, t
o:
Ent
er u
pon
the
owne
r’s o
r ope
rato
r'spr
emis
es w
here
a re
gula
ted
faci
lity
or
activ
ity is
loca
ted
or c
ondu
cted
or
whe
re r
ecor
ds m
ust b
e ke
pt u
nder
the
cond
ition
s of
this
per
mit;
Hav
e ac
cess
to a
nd c
opy
at r
easo
nabl
e tim
es, a
ny r
ecor
ds th
at m
ust b
e ke
pt u
nder
the
cond
ition
s of
this
per
mit;
and
Insp
ect a
t rea
sona
ble
times
any
faci
litie
s or
equ
ipm
ent (
incl
udin
g m
onito
ring
and
cont
rol e
quip
men
t), p
ract
ices
or
oper
atio
ns r
egul
ated
or
requ
ired
by
this
per
mit.
Sam
ple
or m
onito
r at
rea
sona
ble
times
, fo
r pu
rpos
es o
f as
surin
g pe
rmit
com
plia
nce
or a
s ot
herw
ise
auth
oriz
ed b
y th
e A
ct o
r EC
L, a
ny s
ubst
ance
s or
par
amet
ers
at a
ny lo
catio
n.
35
(Par
t VII.
N)
N.P
erm
it Ac
tions
This
per
mit
may
, at a
ny ti
me,
be
mod
ified
, sus
pend
ed, r
evok
ed, o
rren
ewed
by th
e D
epar
tmen
t in
acco
rdan
ce w
ith 6
NYC
RR
Par
t 621
. The
filin
g of
a r
eque
st b
y th
e ow
ner o
r ope
rato
rfor
a p
erm
it m
odifi
catio
n, re
voca
tion
and
reis
suan
ce, t
erm
inat
ion,
a
notif
icat
ion
of p
lann
ed c
hang
es o
r an
ticip
ated
non
com
plia
nce
does
not
lim
it,
dim
inis
h an
d/or
sta
y co
mpl
ianc
e w
ith a
ny te
rms
of th
is p
erm
it.
O.D
efin
ition
s
Def
initi
ons
of k
ey te
rms
are
incl
uded
in A
ppen
dix
A o
f thi
s pe
rmit.
P.R
e-O
pene
r Cla
use
If th
ere
is e
vide
nce
indi
catin
g po
tent
ial o
r rea
lized
impa
cts
on w
ater
qua
lity
due
to a
ny s
torm
wat
er d
isch
arge
ass
ocia
ted
with
con
stru
ctio
n ac
tivity
co
vere
d by
thi
s pe
rmit,
the
ow
ner
or o
pera
tor
of s
uch
disc
harg
e m
ay b
e re
quire
d to
obt
ain
an i
ndiv
idua
l pe
rmit
or a
ltern
ativ
e ge
nera
l pe
rmit
in
acco
rdan
ce w
ith P
art V
II.K
. of t
his
perm
it or
the
perm
it m
ay b
e m
odifi
ed to
in
clud
e di
ffere
nt li
mita
tions
and
/or r
equi
rem
ents
.
Any
Dep
artm
ent i
nitia
ted
perm
it m
odifi
catio
n, s
uspe
nsio
n or
revo
catio
n w
ill
be c
ondu
cted
in a
ccor
danc
e w
ith 6
NYC
RR
Par
t 621
, 6 N
YCR
R 7
50-1
.18,
an
d 6
NYC
RR
750
-1.2
0.
Q.P
enal
ties
for F
alsi
ficat
ion
of F
orm
s an
d R
epor
ts
In a
ccor
danc
e w
ith 6
NYC
RR
Par
t 750
-2.4
and
750-
2.5,
any
per
son
who
kno
win
gly
mak
es
any
fals
e m
ater
ial
stat
emen
t, re
pres
enta
tion,
or
ce
rtific
atio
n in
an
y ap
plic
atio
n, re
cord
, rep
ort o
r oth
er d
ocum
ent f
iled
or re
quire
d to
be
mai
ntai
ned
unde
r th
is p
erm
it, in
clud
ing
repo
rts o
f com
plia
nce
or n
onco
mpl
ianc
e sh
all,
upon
con
vict
ion,
be
pun
ishe
d in
acc
orda
nce
with
EC
L §7
1-19
33 a
ndor
Arti
cles
175
and
210
of t
he
New
Yor
k S
tate
Pen
al L
aw.
R.O
ther
Per
mits
Not
hing
in th
is p
erm
it re
lieve
s th
e ow
ner
or o
pera
tor
from
a r
equi
rem
ent t
o ob
tain
an
y ot
her p
erm
its re
quire
d by
law
.
36
APP
END
IX A
Def
initi
ons
Alte
r Hyd
rolo
gy fr
om P
re to
Pos
t-Dev
elop
men
t Con
ditio
ns -
mea
ns th
e po
st-
deve
lopm
ent p
eak
flow
rate
(s) h
as in
crea
sed
by m
ore
than
5%
of t
he p
re-d
evel
oped
co
nditi
on fo
r the
des
ign
stor
m o
f int
eres
t (e.
g. 1
0 yr
and
100
yr).
Com
bine
d Se
wer
-m
eans
a s
ewer
that
is d
esig
ned
to c
olle
ct a
nd c
onve
y bo
th “s
ewag
e”
and
“sto
rmw
ater
”.
Com
men
ce (C
omm
ence
men
t of)
Con
stru
ctio
n A
ctiv
ities
-m
eans
the
initi
al
dist
urba
nce
of s
oils
ass
ocia
ted
with
cle
arin
g, g
radi
ng o
r exc
avat
ion
activ
ities
; or o
ther
co
nstru
ctio
n re
late
d ac
tiviti
es th
at d
istu
rb o
r exp
ose
soils
suc
h as
dem
oliti
on, s
tock
pilin
g of
fill
mat
eria
l, an
d th
e in
itial
inst
alla
tion
of e
rosi
on a
nd s
edim
ent c
ontro
l pra
ctic
es
requ
ired
in th
e SW
PPP
. See
def
initi
on fo
r “C
onst
ruct
ion
Act
ivity
(ies)
” als
o.
Con
stru
ctio
n A
ctiv
ity(ie
s) -
mea
ns a
ny c
lear
ing,
gra
ding
, exc
avat
ion,
fillin
g, d
emol
ition
or
sto
ckpi
ling
activ
ities
that
resu
lt in
soi
l dis
turb
ance
. Cle
arin
g ac
tiviti
es c
an in
clud
e, b
ut
are
not l
imite
d to
, log
ging
equ
ipm
ent o
pera
tion,
the
cutti
ng a
nd s
kidd
ing
of tr
ees,
stu
mp
rem
oval
and
/or b
rush
root
rem
oval
.Con
stru
ctio
n ac
tivity
doe
s no
t inc
lude
rout
ine
mai
nten
ance
that
is p
erfo
rmed
to m
aint
ain
the
orig
inal
line
and
gra
de, h
ydra
ulic
cap
acity
, or
orig
inal
pur
pose
of a
faci
lity.
Dire
ct D
isch
arge
(to
a sp
ecifi
c su
rfac
e w
ater
body
) -m
eans
that
runo
ff flo
ws
from
aco
nstru
ctio
n si
te b
y ov
erla
nd fl
ow a
nd th
e fir
st p
oint
of d
isch
arge
is th
e sp
ecifi
c su
rface
w
ater
body
, or r
unof
f flo
ws
from
a c
onst
ruct
ion
site
to a
sep
arat
e st
orm
sew
er s
yste
m a
nd
the
first
poi
nt o
f dis
char
ge fr
om th
e se
para
te s
torm
sew
er s
yste
m is
the
spec
ific
surfa
ce
wat
erbo
dy.
Dis
char
ge(s
) -m
eans
any
add
ition
of a
ny p
ollu
tant
to w
ater
s of
the
Sta
te th
roug
h an
ou
tlet o
r poi
nt s
ourc
e.
Envi
ronm
enta
l Con
serv
atio
n La
w (E
CL)
-m
eans
cha
pter
43-
B of
the
Con
solid
ated
La
ws
of th
e S
tate
of N
ew Y
ork,
ent
itled
the
Envi
ronm
enta
l Con
serv
atio
n La
w.
Equi
vale
nt (E
quiv
alen
ce) –
mea
nsth
at th
e pr
actic
e or
mea
sure
mee
ts a
ll th
e pe
rform
ance
, lon
gevi
ty, m
aint
enan
ce, a
nd s
afet
y ob
ject
ives
of t
he te
chni
cal s
tand
ard
and
will
prov
ide
an e
qual
or g
reat
er d
egre
eof
wat
er q
ualit
y pr
otec
tion.
Fina
l Sta
biliz
atio
n -m
eans
that
all
soil
dist
urba
nce
activ
ities
hav
e ce
ased
and
a u
nifo
rm,
pere
nnia
l veg
etat
ive
cove
r with
a d
ensi
ty o
f eig
hty
(80)
per
cent
ove
r the
ent
ire p
ervi
ous
surfa
ce h
as b
een
esta
blis
hed;
or o
ther
equ
ival
ent s
tabi
lizat
ion
mea
sure
s, s
uch
as
perm
anen
t lan
dsca
pe m
ulch
es, r
ock
rip-ra
p or
was
hed/
crus
hed
ston
e ha
ve b
een
appl
ied
37
on a
ll di
stur
bed
area
s th
at a
re n
ot c
over
ed b
y pe
rman
ent s
truct
ures
, con
cret
e or
pa
vem
ent.
Gen
eral
SPD
ES p
erm
it -m
eans
a S
PD
ES p
erm
it is
sued
pur
suan
t to
6 N
YCR
R P
art 7
50-
1.21
and
Sec
tion
70-0
117
of th
e E
CL
auth
oriz
ing
a ca
tego
ry o
f dis
char
ges.
Gro
undw
ater
(s)-
mea
ns w
ater
s in
the
satu
rate
d zo
ne. T
he s
atur
ated
zon
e is
a
subs
urfa
ce z
one
in w
hich
all
the
inte
rstic
es a
re fi
lled
with
wat
er u
nder
pre
ssur
e gr
eate
r th
an th
at o
f the
atm
osph
ere.
Alth
ough
the
zone
may
con
tain
gas
-fille
d in
ters
tices
or
inte
rstic
es fi
lled
with
flui
ds o
ther
than
wat
er, i
t is
still
cons
ider
ed s
atur
ated
.
His
toric
Pro
pert
y–
mea
ns a
ny b
uild
ing,
stru
ctur
e, s
ite, o
bjec
t or d
istri
ct th
at is
list
ed o
n th
e St
ate
or N
atio
nal R
egis
ters
of H
isto
ric P
lace
s or
is d
eter
min
ed to
be
elig
ible
for l
istin
g on
the
Stat
e or
Nat
iona
l Reg
iste
rs o
f His
toric
Pla
ces.
Impe
rvio
us A
rea
(Cov
er) -
mea
ns a
ll im
perm
eabl
e su
rface
s th
at c
anno
teffe
ctiv
ely
infil
trate
rain
fall.
Thi
s in
clud
es p
aved
, con
cret
e an
d gr
avel
sur
face
s (i.
e. p
arki
ng lo
ts,
driv
eway
s, ro
ads,
runw
ays
and
side
wal
ks);
build
ing
roof
tops
and
mis
cella
neou
s im
perm
eabl
e st
ruct
ures
suc
h as
pat
ios,
poo
ls, a
nd s
heds
.
Infe
asib
le–
mea
ns n
ot te
chno
logi
cally
pos
sibl
e, o
r not
eco
nom
ical
ly p
ract
icab
le a
nd
achi
evab
le in
ligh
t of b
est i
ndus
try p
ract
ices
.
Larg
er C
omm
on P
lan
of D
evel
opm
ent o
r Sal
e -m
eans
a c
ontig
uous
are
a w
here
m
ultip
le s
epar
ate
and
dist
inct
con
stru
ctio
n ac
tiviti
esar
e oc
curri
ng, o
r will
occu
r, un
der
one
plan
. The
term
“pla
n” in
“lar
ger c
omm
on p
lan
of d
evel
opm
ent o
r sal
e” is
bro
adly
de
fined
as
any
anno
unce
men
t or p
iece
of d
ocum
enta
tion
(incl
udin
g a
sign
, pub
lic n
otic
e or
hea
ring,
mar
ketin
g pl
an, a
dver
tisem
ent,
draw
ing,
per
mit
appl
icat
ion,
Sta
te
Env
ironm
enta
l Qua
lity
Rev
iew
Act
(SE
QR
A) e
nviro
nmen
tal a
sses
smen
t for
m o
r oth
er
docu
men
ts, z
onin
g re
ques
t, co
mpu
ter d
esig
n, e
tc.)
or p
hysi
cal d
emar
catio
n (in
clud
ing
boun
dary
sig
ns, l
ot s
take
s, s
urve
yor m
arki
ngs,
etc
.) in
dica
ting
that
con
stru
ctio
n ac
tiviti
esm
ay o
ccur
on
a sp
ecifi
c pl
ot.
For d
iscr
ete
cons
truct
ion
proj
ects
that
are
loca
ted
with
in a
larg
er c
omm
on p
lan
of
deve
lopm
ent o
r sal
e th
at a
re a
t lea
st 1
/4 m
ile a
part,
eac
h pr
ojec
t can
be
treat
ed a
s a
sepa
rate
pla
n of
dev
elop
men
t or s
ale
prov
ided
any
inte
rcon
nect
ing
road
, pip
elin
e or
util
ity
proj
ect t
hat i
s pa
rt of
the
sam
e “c
omm
on p
lan”
is n
ot c
oncu
rrent
ly b
eing
dis
turb
ed.
Min
imiz
e–
mea
ns re
duce
and
/or e
limin
ate
to th
e ex
tent
ach
ieva
ble
usin
g co
ntro
lm
easu
res
(incl
udin
g be
st m
anag
emen
t pra
ctic
es) t
hat a
re te
chno
logi
cally
ava
ilabl
e an
d ec
onom
ical
ly p
ract
icab
le a
nd a
chie
vabl
e in
ligh
t of b
est i
ndus
try p
ract
ices
.
Mun
icip
al S
epar
ate
Stor
m S
ewer
(MS4
) -a
conv
eyan
ce o
r sys
tem
of c
onve
yanc
es
(incl
udin
g ro
ads
with
dra
inag
e sy
stem
s, m
unic
ipal
stre
ets,
cat
ch b
asin
s, c
urbs
, gut
ters
,
38
ditc
hes,
man
-mad
ech
anne
ls, o
r sto
rm d
rain
s):
(i)O
wne
d or
ope
rate
d by
a S
tate
, city
, tow
n, b
orou
gh, c
ount
y, p
aris
h, d
istri
ct,
asso
ciat
ion,
or o
ther
pub
lic b
ody
(cre
ated
by
or p
ursu
ant t
o St
ate
law
) hav
ing
juris
dict
ion
over
dis
posa
l of s
ewag
e, in
dust
rial w
aste
s, s
torm
wat
er, o
r oth
er
was
tes,
incl
udin
g sp
ecia
l dis
trict
s un
der S
tate
law
suc
h as
a s
ewer
dis
trict
, flo
od
cont
rol d
istri
ct o
r dra
inag
e di
stric
t, or
sim
ilar e
ntity
, or a
n In
dian
trib
e or
an
auth
oriz
ed In
dian
trib
al o
rgan
izat
ion,
or a
des
igna
ted
and
appr
oved
man
agem
ent
agen
cy u
nder
sec
tion
208
of th
e C
WA
that
dis
char
ges
to s
urfa
ce w
ater
s of
the
S
tate
;(ii
) D
esig
ned
or u
sed
for c
olle
ctin
g or
con
veyi
ng s
torm
wat
er;
(iii)
Whi
ch is
not
a c
ombi
ned
sew
er; a
nd(iv
) W
hich
is n
ot p
art o
f a P
ublic
ly O
wne
d Tr
eatm
ent W
orks
(PO
TW) a
s de
fined
at 4
0 C
FR 1
22.2
.
Nat
iona
l Pol
luta
nt D
isch
arge
Elim
inat
ion
Syst
em (N
PDES
)-m
eans
the
natio
nal
syst
em fo
r the
issu
ance
of w
aste
wat
er a
nd s
torm
wat
er p
erm
its u
nder
the
Fede
ral W
ater
P
ollu
tion
Con
trol A
ct (C
lean
Wat
er A
ct).
New
Dev
elop
men
t–m
eans
any
land
dis
turb
ance
that
doe
s m
eet t
he d
efin
ition
of
Red
evel
opm
ent A
ctiv
ity in
clud
ed in
this
app
endi
x.
NO
I Ack
now
ledg
men
t Let
ter-
mea
ns th
e le
tter t
hat t
he D
epar
tmen
t sen
ds to
an
owne
r or
ope
rato
r to
ackn
owle
dge
the
Dep
artm
ent’s
rece
ipt a
nd a
ccep
tanc
e of
a c
ompl
ete
Not
ice
of In
tent
. Thi
s le
tter d
ocum
ents
the
owne
r’s o
r ope
rato
r’s a
utho
rizat
ion
to
disc
harg
e in
acc
orda
nce
with
the
gene
ral p
erm
it fo
r sto
rmw
ater
dis
char
ges
from
co
nstru
ctio
n ac
tivity
.
Ow
ner o
r Ope
rato
r -m
eans
the
pers
on, p
erso
ns o
r leg
al e
ntity
whi
ch o
wns
or l
ease
s th
e pr
oper
ty o
n w
hich
the
cons
truct
ion
activ
ityis
occ
urrin
g; a
nd/o
r an
entit
y th
at h
as
oper
atio
nal c
ontro
l ove
r the
con
stru
ctio
n pl
ans
and
spec
ifica
tions
, inc
ludi
ng th
e ab
ility
to
mak
e m
odifi
catio
ns to
the
plan
s an
d sp
ecifi
catio
ns.
Perf
orm
ance
Crit
eria
–m
eans
the
desi
gn c
riter
ia li
sted
und
er th
e “R
equi
red
Ele
men
ts”
sect
ions
in C
hapt
ers
5, 6
and
10
of th
e te
chni
cal s
tand
ard,
New
Yor
k S
tate
Sto
rmw
ater
M
anag
emen
t Des
ign
Man
ual,
date
d Ja
nuar
y 20
15.I
tdoe
s no
t inc
lude
the
Siz
ing
Crit
eria
(i.
e. W
Qv,
RR
v, C
pv, Q
p an
d Q
f ) in
Par
t I.C
.2.o
f the
per
mit.
Pollu
tant
-mea
ns d
redg
ed s
poil,
filte
r bac
kwas
h, s
olid
was
te, i
ncin
erat
or re
sidu
e,
sew
age,
gar
bage
, sew
age
slud
ge, m
uniti
ons,
che
mic
al w
aste
s, b
iolo
gica
l mat
eria
ls,
radi
oact
ive
mat
eria
ls, h
eat,
wre
cked
or d
isca
rded
equ
ipm
ent,
rock
, san
d an
d in
dust
rial,
mun
icip
al, a
gric
ultu
ral w
aste
and
bal
last
dis
char
ged
into
wat
er; w
hich
may
cau
se o
r mig
ht
reas
onab
ly b
e ex
pect
ed to
cau
se p
ollu
tion
of th
e w
ater
s of
the
stat
e in
con
trave
ntio
n of
th
e st
anda
rds
or g
uida
nce
valu
es a
dopt
ed a
s pr
ovid
ed in
6 N
YCR
RP
arts
700
et s
eq .
39
Qua
lifie
d In
spec
tor -
mea
ns a
per
son
that
is k
now
ledg
eabl
e in
the
prin
cipl
es a
nd
prac
tices
of e
rosi
on a
nd s
edim
ent c
ontro
l, su
ch a
s a
licen
sed
Pro
fess
iona
l Eng
inee
r, C
ertif
ied
Pro
fess
iona
l in
Ero
sion
and
Sed
imen
t Con
trol (
CP
ES
C),
Reg
iste
red
Land
scap
e A
rchi
tect
, or o
ther
Dep
artm
ent e
ndor
sed
indi
vidu
al(s
).
It ca
n al
so m
ean
som
eone
wor
king
und
er th
e di
rect
sup
ervi
sion
of,
and
at th
e sa
me
com
pany
as,
the
licen
sed
Pro
fess
iona
l Eng
inee
r or R
egis
tere
d La
ndsc
ape
Arc
hite
ct,
prov
ided
that
per
son
has
train
ing
in th
e pr
inci
ples
and
pra
ctic
es o
f ero
sion
and
sed
imen
t co
ntro
l. Tr
aini
ng in
the
prin
cipl
es a
nd p
ract
ices
of e
rosi
on a
nd s
edim
ent c
ontro
l mea
ns
that
the
indi
vidu
al w
orki
ng u
nder
the
dire
ct s
uper
visi
on o
f the
lice
nsed
Pro
fess
iona
l E
ngin
eer o
r Reg
iste
red
Land
scap
e A
rchi
tect
has
rece
ived
fou
r (4)
hou
rs o
f Dep
artm
ent
endo
rsed
trai
ning
in p
rope
r ero
sion
and
sed
imen
t con
trol p
rinci
ples
from
a S
oil a
nd W
ater
C
onse
rvat
ion
Dis
trict
, or o
ther
Dep
artm
ent e
ndor
sed
entit
y. A
fter r
ecei
ving
the
initi
al
train
ing,
the
indi
vidu
al w
orki
ng u
nder
the
dire
ct s
uper
visi
on o
f the
lice
nsed
Pro
fess
iona
l E
ngin
eer o
r Reg
iste
red
Land
scap
e A
rchi
tect
sha
ll re
ceiv
e fo
ur (4
) hou
rs o
f tra
inin
g ev
ery
thre
e (3
) yea
rs.
It ca
n al
so m
ean
a pe
rson
that
mee
ts th
e Q
ualif
ied
Pro
fess
iona
l qua
lific
atio
ns in
add
ition
to
the
Qua
lifie
d In
spec
tor q
ualif
icat
ions
.
Not
e: In
spec
tions
of a
ny p
ost-c
onst
ruct
ion
stor
mw
ater
man
agem
ent p
ract
ices
that
incl
ude
stru
ctur
al c
ompo
nent
s, s
uch
as a
dam
for a
n im
poun
dmen
t, sh
all b
e pe
rform
ed b
y a
licen
sed
Pro
fess
iona
l Eng
inee
r.
Qua
lifie
dPr
ofes
sion
al -
mea
ns a
per
son
that
is k
now
ledg
eabl
e in
the
prin
cipl
es a
nd
prac
tices
of s
torm
wat
er m
anag
emen
t and
trea
tmen
t, su
ch a
s a
licen
sed
Pro
fess
iona
l E
ngin
eer,
Reg
iste
red
Land
scap
e A
rchi
tect
or o
ther
Dep
artm
ent e
ndor
sed
indi
vidu
al(s
). In
divi
dual
s pr
epar
ing
SWPP
Ps
that
requ
ire th
e po
st-c
onst
ruct
ion
stor
mw
ater
m
anag
emen
t pra
ctic
e co
mpo
nent
mus
t hav
e an
und
erst
andi
ng o
f the
prin
cipl
es o
f hy
drol
ogy,
wat
er q
ualit
y m
anag
emen
t pra
ctic
e de
sign
, wat
er q
uant
ity c
ontro
l des
ign,
and
, in
man
y ca
ses,
the
prin
cipl
es o
f hyd
raul
ics.
All
com
pone
nts
of th
e SW
PPP
that
invo
lve
the
prac
tice
of e
ngin
eerin
g, a
s de
fined
by
the
NYS
Edu
catio
n La
w (s
ee A
rticl
e 14
5), s
hall
be p
repa
red
by, o
r und
er th
e di
rect
sup
ervi
sion
of,
a pr
ofes
sion
al e
ngin
eerl
icen
sed
to
prac
tice
in th
e S
tate
of N
ew Y
ork.
.
Red
evel
opm
ent
Activ
ity(ie
s)–
mea
ns t
he d
istu
rban
ce a
nd r
econ
stru
ctio
n of
exi
stin
g im
perv
ious
are
a, in
clud
ing
impe
rvio
us a
reas
that
wer
e re
mov
ed fr
om a
pro
ject
site
with
in
five
(5) y
ears
of p
relim
inar
y pr
ojec
t pla
n su
bmis
sion
toth
e lo
cal g
over
nmen
t(i.e
. site
pla
n,
subd
ivis
ion,
etc
.).
Reg
ulat
ed, T
radi
tiona
l Lan
d U
se C
ontr
ol M
S4 -
mea
ns a
city
, tow
n or
vill
age
with
land
us
e co
ntro
l aut
horit
y th
at is
requ
ired
to g
ain
cove
rage
und
er N
ew Y
ork
Sta
te D
EC
’s
SP
DE
S G
ener
al P
erm
it Fo
r Sto
rmw
ater
Dis
char
ges
from
Mun
icip
al S
epar
ate
Stor
mw
ater
S
ewer
Sys
tem
s (M
S4s
).
40
Rou
tine
Mai
nten
ance
Act
ivity
-m
eans
con
stru
ctio
n ac
tivity
that
is p
erfo
rmed
to
mai
ntai
n th
e or
igin
al li
ne a
nd g
rade
, hyd
raul
ic c
apac
ity, o
r orig
inal
pur
pose
of a
faci
lity,
in
clud
ing,
but
not
lim
ited
to:
-Re-
grad
ing
of g
rave
l roa
ds o
r par
king
lots
, -S
tream
ban
k re
stor
atio
n pr
ojec
ts (d
oes
not i
nclu
de th
e pl
acem
ent o
f spo
il m
ater
ial),
-Cle
anin
g an
d sh
apin
g of
exi
stin
g ro
adsi
de d
itche
s an
d cu
lver
ts th
at m
aint
ains
the
appr
oxim
ate
orig
inal
line
and
gra
de, a
nd h
ydra
ulic
cap
acity
of t
he d
itch,
-Cle
anin
g an
d sh
apin
g of
exi
stin
g ro
adsi
de d
itche
s th
at d
oes
not m
aint
ain
the
appr
oxim
ate
orig
inal
gra
de, h
ydra
ulic
cap
acity
and
pur
pose
of t
he d
itch
if th
e ch
ange
s to
the
line
and
grad
e, h
ydra
ulic
cap
acity
or p
urpo
se o
f the
ditc
h ar
e in
stal
led
to im
prov
e w
ater
qua
lity
and
quan
tity
cont
rols
(e.g
.ins
talli
ng g
rass
line
d di
tch)
,-P
lace
men
t of a
ggre
gate
sho
ulde
r bac
king
that
mak
es th
e tra
nsiti
on b
etw
een
the
road
sho
ulde
r and
the
ditc
h or
em
bank
men
t,-F
ull d
epth
milli
ng a
nd fi
lling
of e
xist
ing
asph
alt p
avem
ents
, rep
lace
men
t of
conc
rete
pav
emen
t sla
bs, a
nd s
imila
r wor
k th
at d
oes
not e
xpos
e so
il or
dis
turb
the
botto
m s
ix (6
) inc
hes
of s
ubba
se m
ater
ial,
-Lon
g-te
rm u
se o
f equ
ipm
ent s
tora
ge a
reas
at o
r nea
r hig
hway
mai
nten
ance
fa
cilit
ies,
-Rem
oval
of s
edim
ent f
rom
the
edge
of t
he h
ighw
ay to
rest
ore
a pr
evio
usly
ex
istin
g sh
eet-f
low
dra
inag
e co
nnec
tion
from
the
high
way
sur
face
to th
e hi
ghw
ay
ditc
h or
em
bank
men
t,-E
xist
ing
use
of C
anal
Cor
p ow
ned
upla
nd d
ispo
sal s
ites
for t
he c
anal
, and
-Rep
lace
men
t of c
urbs
, gut
ters
, sid
ewal
ks a
nd g
uide
rail
post
s.
Site
lim
itatio
ns –
mea
ns s
ite c
ondi
tions
that
pre
vent
the
use
of a
n in
filtra
tion
tech
niqu
ean
d or
infil
tratio
n of
the
tota
l WQ
v. T
ypic
al s
ite li
mita
tions
incl
ude:
seas
onal
hig
h gr
ound
wat
er, s
hallo
w d
epth
to b
edro
ck, a
nd s
oils
with
an
infil
tratio
n ra
te le
ss th
an 0
.5
inch
es/h
our.
The
exis
tenc
e of
site
lim
itatio
ns s
hall
be c
onfir
med
and
doc
umen
ted
usin
gac
tual
fiel
d te
stin
g (i.
e. te
st p
its, s
oil b
orin
gs, a
nd in
filtra
tion
test
)or u
sing
info
rmat
ion
from
th
e m
ost c
urre
nt U
nite
d S
tate
s D
epar
tmen
t of A
gric
ultu
re (U
SD
A) S
oil S
urve
y fo
r the
C
ount
y w
here
the
proj
ect i
s lo
cate
d.
Sizi
ng C
riter
ia –
mea
ns th
e cr
iteria
incl
uded
in P
art I
.C.2
of th
e pe
rmit
that
are
use
d to
si
ze p
ost-c
onst
ruct
ion
stor
mw
ater
man
agem
ent c
ontro
l pra
ctic
es. T
he c
riter
ia in
clud
e;
Wat
er Q
ualit
y V
olum
e (W
Qv)
, Run
off R
educ
tion
Volu
me
(RR
v), C
hann
el P
rote
ctio
n V
olum
e (C
pv),
Ove
rban
k Fl
ood
(Qp)
, and
Ext
rem
e Fl
ood
(Qf).
Stat
e Po
lluta
nt D
isch
arge
Elim
inat
ion
Syst
em (S
PDES
) -m
eans
the
syst
em
esta
blis
hed
purs
uant
to A
rticl
e 17
of t
he E
CL
and
6 N
YCR
R P
art 7
50 fo
r iss
uanc
e of
pe
rmits
aut
horiz
ing
disc
harg
es to
the
wat
ers
of th
e st
ate.
Stee
p Sl
ope
–m
eans
land
are
a w
ith a
Soi
l Slo
pe P
hase
that
is id
entif
ied
as a
n E
or F
, or
41
the
map
uni
t nam
e is
incl
usiv
e of
25%
or g
reat
er s
lope
, on
the
Uni
ted
Sta
tes
Dep
artm
ent
of A
gric
ultu
re (“
US
DA
”) S
oil S
urve
y fo
r the
Cou
nty
whe
re th
e di
stur
banc
e w
ill oc
cur.
Surf
ace
Wat
ers
of th
e St
ate
-sha
ll be
con
stru
ed to
incl
ude
lake
s, b
ays,
sou
nds,
pon
ds,
impo
undi
ng re
serv
oirs
, spr
ings
, riv
ers,
stre
ams,
cre
eks,
est
uarie
s, m
arsh
es, i
nlet
s,
cana
ls, t
he A
tlant
ic o
cean
with
in th
e te
rrito
rial s
eas
of th
e st
ate
of N
ew Y
ork
and
all o
ther
bo
dies
of s
urfa
ce w
ater
, nat
ural
or a
rtific
ial,
inla
nd o
r coa
stal
, fre
sh o
r sal
t, pu
blic
or
priv
ate
(exc
ept t
hose
priv
ate
wat
ers
that
do
not c
ombi
ne o
reffe
ct a
junc
tion
with
nat
ural
su
rface
wat
ers)
, whi
ch a
re w
holly
or p
artia
lly w
ithin
or b
orde
ring
the
stat
e or
with
in it
s ju
risdi
ctio
n. W
ater
s of
the
stat
e ar
e fu
rther
def
ined
in 6
NY
CR
R P
arts
800
to 9
41.
Tem
pora
rily
Cea
sed
–m
eans
that
an
exis
ting
dist
urbe
d ar
ea w
ill n
ot b
e di
stur
bed
agai
n w
ithin
14
cale
ndar
day
s of
the
prev
ious
soi
l dis
turb
ance
.
Tem
pora
ry S
tabi
lizat
ion
-mea
ns th
at e
xpos
ed s
oil h
as b
een
cove
red
with
mat
eria
l(s) a
s se
t for
th in
the
tech
nica
l sta
ndar
d, N
ew Y
ork
Sta
ndar
ds a
nd S
peci
ficat
ions
for E
rosi
on
and
Sed
imen
t Con
trol,
to p
reve
nt th
e ex
pose
d so
il fro
m e
rodi
ng. T
he m
ater
ials
can
in
clud
e, b
ut a
re n
ot li
mite
d to
, mul
ch, s
eed
and
mul
ch, a
nd e
rosi
on c
ontro
l mat
s (e
.g. j
ute
twis
ted
yarn
, exc
elsi
or w
ood
fiber
mat
s).
Tota
l Max
imum
Dai
ly L
oads
(TM
DLs
) -A
TM
DL
is th
e su
m o
f the
allo
wab
le lo
ads
of a
si
ngle
pol
luta
nt fr
om a
ll co
ntrib
utin
g po
int a
nd n
onpo
int s
ourc
es. I
t is
a ca
lcul
atio
n of
the
max
imum
am
ount
of a
pol
luta
nt th
at a
wat
erbo
dy c
an re
ceiv
e on
a d
aily
bas
is a
nd s
till
mee
t wat
er q
ualit
y st
anda
rds,
and
an
allo
catio
n of
that
am
ount
to th
e po
lluta
nt's
sou
rces
. A
TM
DL
stip
ulat
es w
aste
load
allo
catio
ns (W
LAs)
for p
oint
sou
rce
disc
harg
es, l
oad
allo
catio
ns (L
As)
for n
onpo
int s
ourc
es, a
nd a
mar
gin
of s
afet
y (M
OS
).
Trai
ned
Con
trac
tor -
mea
ns a
n em
ploy
ee fr
om th
e co
ntra
ctin
g (c
onst
ruct
ion)
com
pany
, id
entif
ied
in P
art I
II.A
.6.,
that
has
rece
ived
four
(4) h
ours
of D
epar
tmen
t end
orse
d tra
inin
g in
pro
per e
rosi
on a
nd s
edim
ent c
ontro
l prin
cipl
es fr
om a
Soi
l and
Wat
er C
onse
rvat
ion
Dis
trict
, or o
ther
Dep
artm
ent e
ndor
sed
entit
y. A
fter r
ecei
ving
the
initi
al tr
aini
ng, t
hetra
ined
co
ntra
ctor
shal
l rec
eive
four
(4) h
ours
of t
rain
ing
ever
y th
ree
(3) y
ears
.
It ca
n al
so m
ean
an e
mpl
oyee
from
the
cont
ract
ing
(con
stru
ctio
n) c
ompa
ny, i
dent
ified
in
Par
t III.
A.6
., th
at m
eets
the
qual
ified
insp
ecto
r qua
lific
atio
ns (e
.g. l
icen
sed
Pro
fess
iona
l E
ngin
eer,
Cer
tifie
d P
rofe
ssio
nal i
n E
rosi
on a
nd S
edim
ent C
ontro
l (C
PE
SC
), R
egis
tere
d La
ndsc
ape
Arc
hite
ct, o
r som
eone
wor
king
und
er th
e di
rect
sup
ervi
sion
of,
and
at th
e sa
me
com
pany
as, t
he li
cens
ed P
rofe
ssio
nal E
ngin
eer o
r Reg
iste
red
Land
scap
e A
rchi
tect
, pro
vide
d th
ey h
ave
rece
ived
four
(4) h
ours
of D
epar
tmen
t end
orse
d tra
inin
g in
pr
oper
ero
sion
and
sed
imen
t con
trol p
rinci
ples
from
a S
oil a
nd W
ater
Con
serv
atio
n D
istri
ct, o
r oth
er D
epar
tmen
t end
orse
d en
tity)
.
The
train
ed c
ontra
ctor
is
resp
onsi
ble
for t
he d
ay to
day
impl
emen
tatio
n of
the
SWPP
P.
Uni
form
Pro
cedu
res
Act
(UPA
) Per
mit
-mea
ns a
per
mit
requ
ired
unde
r 6 N
YCR
R P
art
42
621
of th
e E
nviro
nmen
tal C
onse
rvat
ion
Law
(EC
L), A
rticl
e 70
.
Wat
er Q
ualit
y St
anda
rd -
mea
ns s
uch
mea
sure
s of
pur
ity o
r qua
lity
for a
ny w
ater
s in
re
latio
n to
thei
r rea
sona
ble
and
nece
ssar
y us
e as
pro
mul
gate
d in
6 N
YCR
R P
art 7
00 e
t se
q.
43
APP
END
IX B
Req
uire
d SW
PPP
Com
pone
nts
by P
roje
ct T
ype
Tabl
e 1
CO
NST
RU
CTI
ON
AC
TIVI
TIES
TH
AT R
EQU
IRE
THE
PREP
ARA
TIO
N O
F A
SW
PPP
THAT
ON
LY IN
CLU
DES
ER
OSI
ON
AN
D S
EDIM
ENT
CO
NTR
OLS
The
follo
win
g co
nstr
uctio
n ac
tiviti
es th
at in
volv
e so
il di
stur
banc
es o
f one
(1) o
r mor
e ac
res
of
land
, but
less
than
five
(5) a
cres
:
•Si
ngle
fam
ily h
ome
notl
ocat
ed in
one
of t
he w
ater
shed
s lis
ted
in A
ppen
dix
C o
rnot
dire
ctly
di
scha
rgin
g to
one
of t
he 3
03(d
) seg
men
ts li
sted
in A
ppen
dix
E•
Sing
le fa
mily
resi
dent
ial s
ubdi
visi
ons
with
25%
or l
ess
impe
rvio
us c
over
at t
otal
site
bui
ld-o
ut
and
not l
ocat
ed in
one
of t
he w
ater
shed
s lis
ted
in A
ppen
dix
C a
nd n
otdi
rect
ly d
isch
argi
ng to
on
e of
the
303(
d) s
egm
ents
list
ed in
App
endi
x E
•C
onst
ruct
ion
of a
bar
n or
oth
er a
gric
ultu
ral b
uild
ing,
silo
, sto
ck y
ard
or p
en.
The
follo
win
g co
nstr
uctio
n ac
tiviti
es th
at in
volv
e so
il di
stur
banc
es o
f one
(1) o
r mor
e ac
res
of
land
:
•In
stal
latio
n of
und
ergr
ound
, lin
ear
utilit
ies;
suc
h as
gas
lin
es,
fiber
-opt
ic c
able
, ca
ble
TV,
elec
tric,
tele
phon
e, s
ewer
mai
ns, a
nd w
ater
mai
ns•
Envi
ronm
enta
l enh
ance
men
t pro
ject
s, s
uch
as w
etla
nd m
itiga
tion
proj
ects
, sto
rmw
ater
re
trofit
s an
d st
ream
rest
orat
ion
proj
ects
•Bi
ke p
aths
and
trai
ls•
Side
wal
k co
nstru
ctio
n pr
ojec
ts th
at a
re n
ot p
art o
f a ro
ad/ h
ighw
ay c
onst
ruct
ion
or
reco
nstru
ctio
n pr
ojec
t•
Slop
e st
abili
zatio
n pr
ojec
ts•
Slop
e fla
tteni
ng th
at c
hang
es th
e gr
ade
of th
e si
te, b
ut d
oes
not s
igni
fican
tly c
hang
e th
e ru
noff
char
acte
ristic
s •
Spoi
l are
as th
at w
ill be
cov
ered
with
veg
etat
ion
•La
nd c
lear
ing
and
grad
ing
for t
he p
urpo
ses
of c
reat
ing
vege
tate
d op
en s
pace
(i.e
. re
crea
tiona
l par
ks, l
awns
, mea
dow
s, fi
elds
), ex
clud
ing
proj
ects
that
alte
r hyd
rolo
gy fr
om p
re
to p
ost d
evel
opm
ent c
ondi
tions
•At
hlet
ic fi
elds
(nat
ural
gra
ss) t
hat d
o no
t inc
lude
the
cons
truct
ion
or re
cons
truct
ion
of
impe
rvio
us a
rea
and
do n
ot a
lter h
ydro
logy
from
pre
to p
ost d
evel
opm
ent c
ondi
tions
•D
emol
ition
pro
ject
whe
re v
eget
atio
n w
ill be
est
ablis
hed
and
no re
deve
lopm
ent i
s pl
anne
d•
Ove
rhea
d el
ectri
c tra
nsm
issi
on li
ne p
roje
ct th
at d
oes
not i
nclu
de th
e co
nstru
ctio
n of
pe
rman
ent a
cces
s ro
ads
or p
arki
ng a
reas
sur
face
d w
ith im
perv
ious
cov
er
•St
ruct
ural
pra
ctic
es a
s id
entif
ied
in T
able
II in
the
“Agr
icul
tura
l Man
agem
ent P
ract
ices
C
atal
og fo
r Non
poin
t Sou
rce
Pollu
tion
in N
ew Y
ork
Stat
e”, e
xclu
ding
pro
ject
s th
at in
volv
e so
il di
stur
banc
es o
f les
s th
an fi
ve a
cres
and
con
stru
ctio
n ac
tiviti
es th
at in
clud
e th
e co
nstru
ctio
n or
reco
nstru
ctio
n of
impe
rvio
us a
rea
The
follo
win
g co
nstr
uctio
n ac
tiviti
es th
at in
volv
e so
il di
stur
banc
es b
etw
een
five
thou
sand
(500
0)
squa
re fe
et a
nd o
ne (1
) acr
e of
land
:
•Al
l con
stru
ctio
n ac
tiviti
es lo
cate
d in
the
wat
ersh
eds
iden
tifie
d in
App
endi
x D
that
in
volv
e so
il di
stur
banc
es b
etw
een
five
thou
sand
(5,0
00) s
quar
e fe
et a
nd o
ne (1
) acr
e of
la
nd.
44
Tabl
e 2
CO
NST
RU
CTI
ON
AC
TIVI
TIES
TH
AT R
EQU
IRE
THE
PREP
ARA
TIO
N O
F A
SW
PPP
THAT
INC
LUD
ES
POST
-CO
NST
RU
CTI
ON
STO
RM
WAT
ER M
AN
AG
EMEN
T PR
AC
TIC
ES
The
follo
win
g co
nstr
uctio
n ac
tiviti
es th
at in
volv
e so
il di
stur
banc
es o
f one
(1) o
r mor
e ac
res
of
land
:•
Sing
le fa
mily
hom
e lo
cate
d in
one
of t
he w
ater
shed
s lis
ted
in A
ppen
dix
C o
r dire
ctly
di
scha
rgin
g to
one
of t
he 3
03(d
) seg
men
ts li
sted
in A
ppen
dix
E•
Sing
le fa
mily
resi
dent
ial s
ubdi
visi
ons
loca
ted
in o
ne o
f the
wat
ersh
eds
liste
d in
App
endi
x C
or
dire
ctly
dis
char
ging
to o
ne o
f the
303
(d) s
egm
ents
list
ed in
App
endi
x E
•Si
ngle
fam
ily re
side
ntia
l sub
divi
sion
s th
at in
volv
e so
il di
stur
banc
es o
f bet
wee
n on
e (1
) and
fiv
e (5
) ac
res
of la
nd w
ith g
reat
er th
an 2
5% im
perv
ious
cov
er a
t tot
al s
ite b
uild
-out
•
Sing
le fa
mily
resi
dent
ial s
ubdi
visi
ons
that
invo
lve
soil
dist
urba
nces
of f
ive
(5) o
r mor
e ac
res
of la
nd, a
nd s
ingl
e fa
mily
resi
dent
ial s
ubdi
visi
ons
that
invo
lve
soil
dist
urba
nces
of l
ess
than
fiv
e (5
) acr
es th
at a
re p
art o
f a la
rger
com
mon
pla
n of
dev
elop
men
t or s
ale
that
will
ulti
mat
ely
dist
urb
five
or m
ore
acre
s of
land
•M
ulti-
fam
ily re
side
ntia
l dev
elop
men
ts; i
nclu
des
tow
nhom
es, c
ondo
min
ium
s, s
enio
r hou
sing
co
mpl
exes
, ap
artm
ent c
ompl
exes
, and
mob
ile h
ome
park
s•
Airp
orts
•Am
usem
ent p
arks
•C
ampg
roun
ds•
Cem
eter
ies
that
incl
ude
the
cons
truct
ion
or re
cons
truct
ion
of im
perv
ious
are
a (>
5% o
f di
stur
bed
area
) or a
lter t
he h
ydro
logy
from
pre
to p
ost d
evel
opm
ent c
ondi
tions
•C
omm
erci
al d
evel
opm
ents
•
Chu
rche
s an
d ot
her p
lace
s of
wor
ship
•C
onst
ruct
ion
of a
bar
n or
oth
er a
gric
ultu
ral b
uild
ing(
e.g.
silo
) and
stru
ctur
al p
ract
ices
as
iden
tifie
d in
Tab
le II
in th
e “A
gric
ultu
ral M
anag
emen
t Pra
ctic
es C
atal
og fo
r Non
poin
t Sou
rce
Pollu
tion
in N
ew Y
ork
Stat
e” th
at in
clud
e th
e co
nstru
ctio
n or
reco
nstru
ctio
n of
impe
rvio
us
area
, exc
ludi
ng p
roje
cts
that
invo
lve
soil
dist
urba
nces
of l
ess
than
five
acr
es.
•G
olf c
ours
es•
Inst
itutio
nal,
incl
udes
hos
pita
ls, p
rison
s, s
choo
ls a
nd c
olle
ges
•In
dust
rial f
acili
ties,
incl
udes
indu
stria
l par
ks•
Land
fills
•M
unic
ipal
faci
litie
s; in
clud
es h
ighw
ay g
arag
es, t
rans
fer s
tatio
ns, o
ffice
bui
ldin
gs, P
OTW
’s
and
wat
er tr
eatm
ent p
lant
s •
Offi
ce c
ompl
exes
•Sp
orts
com
plex
es•
Rac
etra
cks,
incl
udes
race
track
s w
ith e
arth
en (d
irt) s
urfa
ce•
Roa
d co
nstru
ctio
n or
reco
nstru
ctio
n •
Park
ing
lot c
onst
ruct
ion
or re
cons
truct
ion
•At
hlet
ic fi
elds
(nat
ural
gra
ss) t
hat i
nclu
de th
e co
nstru
ctio
n or
reco
nstru
ctio
n of
impe
rvio
us
area
(>5%
of d
istu
rbed
are
a) o
r alte
r the
hyd
rolo
gy fr
om p
re to
pos
t dev
elop
men
t con
ditio
ns•
Athl
etic
fiel
ds w
ith a
rtific
ial t
urf
•Pe
rman
ent a
cces
s ro
ads,
par
king
are
as,s
ubst
atio
ns, c
ompr
esso
r sta
tions
and
wel
l dril
ling
pads
, sur
face
d w
ith im
perv
ious
cov
er, a
nd c
onst
ruct
ed a
s pa
rt of
an
over
-hea
d el
ectri
c tra
nsm
issi
on li
ne p
roje
ct ,
win
d-po
wer
pro
ject
, cel
l tow
er p
roje
ct, o
il or
gas
wel
l dril
ling
proj
ect,
sew
er o
r wat
er m
ain
proj
ecto
r oth
er li
near
util
ity p
roje
ct•
All o
ther
con
stru
ctio
n ac
tiviti
es th
at in
clud
e th
e co
nstru
ctio
n or
reco
nstru
ctio
n of
impe
rvio
us
area
ora
lter t
he h
ydro
logy
from
pre
to p
ost d
evel
opm
ent c
ondi
tions
, and
are
not l
iste
d in
Ta
ble
1
45
APP
END
IX C
Wat
ersh
eds
Whe
re E
nhan
ced
Phos
phor
us R
emov
al S
tand
ards
Are
Req
uire
d
Wat
ersh
eds
whe
re o
wne
rs o
r ope
rato
rs o
f con
stru
ctio
n ac
tiviti
es id
entif
ied
in T
able
2
of A
ppen
dix
B m
ust p
repa
re a
SW
PPP
that
incl
udes
pos
t-con
stru
ctio
nst
orm
wat
er m
anag
emen
t pra
ctic
es d
esig
ned
in c
onfo
rman
ce w
ith th
e En
hanc
ed
Phos
phor
us R
emov
al S
tand
ards
incl
uded
in th
e te
chni
cal s
tand
ard,
New
Yor
k St
ate
Stor
mw
ater
Man
agem
ent D
esig
n M
anua
l (“D
esig
n M
anua
l”).
•E
ntire
New
Yor
k C
ity W
ater
shed
loca
ted
east
of t
he H
udso
n R
iver
-Fig
ure
1•
Ono
ndag
a La
ke W
ater
shed
-Fig
ure
2•
Gre
enw
ood
Lake
Wat
ersh
ed-F
igur
e 3
•O
scaw
ana
Lake
Wat
ersh
ed –
Figu
re 4
•K
inde
rhoo
k La
ke W
ater
shed
–Fi
gure
5
46
Figu
re 1
-N
ew Y
ork
City
Wat
ersh
ed E
ast o
f the
Hud
son
47
Figu
re 2
-O
nond
aga
Lake
Wat
ersh
ed
48
51
APP
END
IX D
Wat
ersh
eds
whe
re o
wne
rs o
r ope
rato
rs o
f con
stru
ctio
n ac
tiviti
es th
at in
volv
e so
il di
stur
banc
es b
etw
een
five
thou
sand
(500
0) s
quar
e fe
et a
nd o
ne (1
) acr
e of
land
m
ust o
btai
n co
vera
ge u
nder
this
per
mit.
Ent
ire N
ew Y
ork
City
Wat
ersh
ed th
at is
loca
ted
east
of t
he H
udso
n R
iver
-See
Fig
ure
1 in
App
endi
x C
52
APP
END
IX E
List
of 3
03(d
) seg
men
ts im
paire
d by
pol
luta
nts
rela
ted
to c
onst
ruct
ion
activ
ity(e
.g. s
ilt, s
edim
ent
or n
utrie
nts)
. Ow
ners
or o
pera
tors
of s
ingl
e fa
mily
hom
e an
d si
ngle
fam
ily re
side
ntia
l sub
divi
sion
sw
ith 2
5% o
r les
s to
tal i
mpe
rvio
us c
over
at t
otal
site
bui
ld-o
utth
at in
volv
e so
il di
stur
banc
es o
f one
or
mor
e ac
res
of la
nd, b
ut le
ss th
an 5
acr
es, a
nd d
irect
ly d
isch
arge
to o
ne o
f the
list
ed s
egm
ents
be
low
sha
ll pr
epar
e a
SWPP
P th
at in
clud
es p
ost-c
onst
ruct
ion
stor
mw
ater
man
agem
ent p
ract
ices
de
sign
ed in
con
form
ance
with
the
New
Yor
k St
ate
Stor
mw
ater
Man
agem
ent D
esig
n M
anua
l (“
Des
ign
Man
ual”)
, dat
ed J
anua
ry 2
015.
CO
UN
TYW
ATE
RB
OD
YC
OU
NTY
WAT
ER
BO
DY
Alb
any
Ann
Lee
(Sha
kers
) Pon
d, S
tum
p P
ond
Alb
any
Bas
ic C
reek
Res
ervo
irA
llegh
eny
Am
ity L
ake,
Sau
nder
s Po
ndB
ronx
Van
Cor
tland
t Lak
eB
room
eW
hitn
ey P
oint
Lak
e/R
eser
voir
Bro
ome
Fly
Pon
d, D
eer L
ake
Bro
ome
Min
or T
ribs
to L
ower
Sus
queh
anna
(n
orth
)C
atta
raug
usA
llegh
eny
Riv
er/R
eser
voir
Cat
tara
ugus
Cas
e La
keC
atta
raug
usLi
nlyc
o/C
lub
Pon
dC
ayug
aD
uck
Lake
Cha
utau
qua
Cha
utau
qua
Lake
, Nor
thC
haut
auqu
aC
haut
auqu
a La
ke, S
outh
Cha
utau
qua
Bea
r Lak
eC
haut
auqu
aC
hada
koin
Riv
er a
nd tr
ibs
Cha
utau
qua
Low
er C
assa
daga
Lak
eC
haut
auqu
aM
iddl
e C
assa
daga
Lak
eC
haut
auqu
aFi
ndle
y La
keC
linto
nG
reat
Cha
zy R
iver
, Low
er, M
ain
Ste
mC
olum
bia
Kin
derh
ook
Lake
Col
umbi
aR
obin
son
Pond
Dut
ches
sH
illsi
de L
ake
Dut
ches
sW
appi
nger
Lak
esD
utch
ess
Fall
Kill
and
tribs
Erie
Gre
en L
ake
Erie
Sca
jaqu
ada
Cre
ek, L
ower
, and
trib
sE
rieS
caja
quad
a C
reek
, Mid
dle,
and
trib
sE
rieS
caja
quad
a C
reek
, Upp
er, a
nd tr
ibs
Erie
Rus
h C
reek
and
trib
sE
rieE
llico
tt C
reek
, Low
er, a
nd tr
ibs
Erie
Bee
man
Cre
ek a
nd tr
ibs
Erie
Mur
der C
reek
, Low
er, a
nd tr
ibs
Erie
Sou
th B
ranc
h S
mok
e C
r, Lo
wer
, and
tri
bsE
rieLi
ttle
Sis
ter C
reek
, Low
er, a
nd tr
ibs
Ess
exLa
ke G
eorg
e (p
rimar
y co
unty
: W
arre
n)G
enes
eeB
lack
Cre
ek, U
pper
, and
min
or tr
ibs
Gen
esee
Tona
wan
da C
reek
, Mid
dle,
Mai
n S
tem
Gen
esee
Oak
Orc
hard
Cre
ek, U
pper
, and
trib
sG
enes
eeB
owen
Bro
ok a
nd tr
ibs
Gen
esee
Big
elow
Cre
ek a
nd tr
ibs
Gen
esee
Bla
ck C
reek
, Mid
dle,
and
min
or tr
ibs
Gen
esee
LeR
oy R
eser
voir
Gre
ene
Sch
ohar
ie R
eser
voir
Gre
ene
Sle
epy
Hol
low
Lak
eH
erki
mer
Ste
ele
Cre
ek tr
ibs
Kin
gsH
endr
ix C
reek
Lew
isM
ill C
reek
/Sou
th B
ranc
h an
d tri
bsLi
ving
ston
Con
esus
Lak
eLi
ving
ston
Jayc
ox C
reek
and
trib
sLi
ving
ston
Mill
Cre
ek a
nd m
inor
trib
sLi
ving
ston
Bra
dner
Cre
ek a
nd tr
ibs
Livi
ngst
onC
hris
tie C
reek
and
trib
sM
onro
eLa
ke O
ntar
io S
hore
line,
Wes
tern
Mon
roe
Mill
Cre
ek/B
lue
Pon
d O
utle
t and
trib
sM
onro
eR
oche
ster
Em
baym
ent -
East
Mon
roe
Roc
hest
er E
mba
ymen
t -W
est
Mon
roe
Unn
amed
Trib
to H
oneo
ye C
reek
Mon
roe
Gen
esee
Riv
er, L
ower
, Mai
n S
tem
Mon
roe
Gen
esee
Riv
er, M
iddl
e, M
ain
Ste
mM
onro
eB
lack
Cre
ek, L
ower
, and
min
or tr
ibs
Mon
roe
Buc
k Po
ndM
onro
eLo
ng P
ond
Mon
roe
Cra
nber
ry P
ond
Mon
roe
Mill
Cre
ek a
nd tr
ibs
Mon
roe
Shi
pbui
lder
s C
reek
and
trib
sM
onro
eM
inor
trib
s to
Iron
dequ
oit B
ayM
onro
eTh
omas
Cre
ek/W
hite
Bro
ok a
nd tr
ibs
Nas
sau
Gle
n C
ove
Cre
ek, L
ower
, and
trib
sN
assa
uLI
Trib
s (fr
esh)
to E
ast B
ayN
assa
uE
ast M
eado
w B
rook
, Upp
er, a
nd tr
ibs
Nas
sau
Hem
pste
ad B
ayN
assa
uH
emps
tead
Lak
eN
assa
uG
rant
Par
k P
ond
Nas
sau
Bea
ver L
ake
Nas
sau
Cam
aans
Pon
dN
assa
uH
alls
Pon
dN
assa
uLI
Tid
al T
ribs
to H
emps
tead
Bay
Nas
sau
Mas
sape
qua
Cre
ek a
nd tr
ibs
Nas
sau
Rey
nold
s C
hann
el, e
ast
Nas
sau
Rey
nold
s C
hann
el, w
est
Nas
sau
Silv
er L
ake,
Lof
ts P
ond
Nas
sau
Woo
dmer
e C
hann
elN
iaga
raH
yde
Par
k La
keN
iaga
raLa
ke O
ntar
io S
hore
line,
Wes
tern
Nia
gara
Ber
ghol
tz C
reek
and
trib
sO
neid
aB
allo
u, N
ail C
reek
sO
nond
aga
Ley
Cre
ek a
nd tr
ibs
Ono
ndag
aO
nond
aga
Cre
ek, L
ower
and
trib
s
53
APP
END
IX E
List
of 3
03(d
) seg
men
ts im
paire
d by
pol
luta
nts
rela
ted
to c
onst
ruct
ion
activ
ity, c
ont’d
.
CO
UN
TY
W
ATER
BO
DY
CO
UN
TY
W
ATER
BO
DY
Ono
ndag
aO
nond
aga
Cre
ek, M
iddl
e an
d tri
bsO
nond
aga
Ono
ndag
a C
reek
, Upp
, and
min
or tr
ibs
Ono
ndag
aH
arbo
r Bro
ok, L
ower
, and
trib
sO
nond
aga
Nin
emile
Cre
ek, L
ower
, and
trib
sO
nond
aga
Min
or tr
ibs
to O
nond
aga
Lake
Ono
ndag
aO
nond
aga
Cre
ek, L
ower
, and
trib
sO
ntar
ioH
oneo
ye L
ake
Ont
ario
Hem
lock
Lak
e O
utle
t and
min
or tr
ibs
Ont
ario
Gre
at B
rook
and
min
or tr
ibs
Ora
nge
Mon
hage
n B
rook
and
trib
sO
rang
eO
rang
e La
keO
rlean
sLa
ke O
ntar
io S
hore
line,
Wes
tern
Osw
ego
Ple
asan
t Lak
eO
sweg
oLa
ke N
eata
hwan
taP
utna
mO
scaw
ana
Lake
Put
nam
Pal
mer
Lak
eP
utna
mLa
ke C
arm
elQ
ueen
sJa
mai
ca B
ay, E
aste
rn, a
nd tr
ibs
(Que
ens)
Que
ens
Ber
gen
Basi
nQ
ueen
sS
hellb
ank
Bas
inR
enss
elae
rN
assa
u La
keR
enss
elae
rS
nyde
rs L
ake
Ric
hmon
dG
rasm
ere,
Arb
utus
and
Wol
fes
Lake
sR
ockl
and
Con
gers
Lak
e, S
war
tout
Lak
eR
ockl
and
Roc
klan
d La
keS
arat
oga
Bal
lsto
n La
keS
arat
oga
Rou
nd L
ake
Sar
atog
aD
waa
s K
ill a
nd tr
ibs
Sar
atog
aTr
ibs
to L
ake
Lone
lyS
arat
oga
Lake
Lon
ely
Sch
enec
tady
Col
lins
Lake
Sch
enec
tady
Dua
ne L
ake
Sch
enec
tady
Mar
iavi
lle L
ake
Sch
ohar
ieE
ngle
ville
Pon
dS
choh
arie
Sum
mit
Lake
Sch
uyle
rC
ayut
a La
keS
t.La
wre
nce
Fish
Cre
ek a
nd m
inor
trib
sS
t. La
wre
nce
Bla
ck L
ake
Out
let/B
lack
Lak
eS
teub
enLa
ke S
alub
riaS
teub
enS
mith
Pon
dS
uffo
lkM
iller
s P
ond
Suf
folk
Mat
tituc
k (M
arra
took
a) P
ond
Suf
folk
Tida
l trib
s to
Wes
t Mor
iche
s Ba
yS
uffo
lkC
anaa
n La
ke
Suf
folk
Lake
Ron
konk
oma
Suf
folk
Bea
verd
am C
reek
and
trib
sS
uffo
lkB
ig/L
ittle
Fre
sh P
onds
Suf
folk
Fres
h Po
ndS
uffo
lkG
reat
Sou
th B
ay, E
ast
Suf
folk
Gre
at S
outh
Bay
, Mid
dle
Suf
folk
Gre
at S
outh
Bay
, Wes
tS
uffo
lkM
ill a
nd S
even
Pon
dsS
uffo
lkM
oric
hes
Bay
, Eas
tS
uffo
lkM
oric
hes
Bay
, Wes
tS
uffo
lkQ
uant
uck
Bay
Suf
folk
Shi
nnec
ock
Bay
(and
Inle
t)S
ulliv
anB
odin
e, M
ontg
omer
y La
kes
Sul
livan
Dav
ies
Lake
Sul
livan
Ple
asur
e La
keS
ulliv
anS
wan
Lak
eTo
mpk
ins
Cay
uga
Lake
, Sou
ther
n E
ndTo
mpk
ins
Ow
asco
Inle
t, U
pper
, and
trib
sU
lste
rA
shok
an R
eser
voir
Uls
ter
Eso
pus
Cre
ek, U
pper
, and
min
or
tribs
Uls
ter
Eso
pus
Cre
ek, L
ower
, Mai
n S
tem
Uls
ter
Eso
pus
Cre
ek, M
iddl
e, a
nd m
inor
tri
bsW
arre
nLa
ke G
eorg
eW
arre
nTr
ibs
to L
.Geo
rge,
Villa
ge o
f L
Geo
rge
War
ren
Hud
dle/
Fink
le B
rook
s an
d tri
bsW
arre
nIn
dian
Bro
ok a
nd tr
ibs
War
ren
Hag
ue B
rook
and
trib
sW
ashi
ngto
nTr
ibs
to L
.Geo
rge,
Eas
t Shr
Lk
Geo
rge
Was
hing
ton
Cos
sayu
na L
ake
Was
hing
ton
Woo
d C
r/Cha
mpl
ain
Can
al, m
inor
tri
bsW
ayne
Por
t Bay
Way
neM
arbl
etow
n C
reek
and
trib
sW
estc
hest
erLa
ke K
aton
ahW
estc
hest
erLa
ke M
oheg
anW
estc
hest
erLa
ke S
heno
rock
Wes
tche
ster
Res
ervo
ir N
o.1
(Lak
e Is
le)
Wes
tche
ster
Saw
Mill
Riv
er, M
iddl
e, a
nd tr
ibs
Wes
tche
ster
Silv
er L
ake
Wes
tche
ster
Teat
own
Lake
Wes
tche
ster
True
sdal
e La
keW
estc
hest
erW
alla
ce P
ond
Wes
tche
ster
Pea
ch L
ake
Wes
tche
ster
Mam
aron
eck
Riv
er, L
ower
Wes
tche
ster
Mam
aron
eck
Riv
er, U
pp, a
nd tr
ibs
Wes
tche
ster
She
ldra
ke R
iver
and
trib
sW
estc
hest
erB
lind
Bro
ok, L
ower
Wes
tche
ster
Blin
d B
rook
, Upp
er, a
nd tr
ibs
Wes
tche
ster
Lake
Lin
coln
dale
Wes
tche
ster
Lake
Mea
haug
hW
yom
ing
Java
Lak
eW
yom
ing
Silv
er L
ake
Not
e: T
he li
st a
bove
iden
tifie
s th
ose
wat
ers
from
the
final
New
Yor
k St
ate
“201
4 Se
ctio
n 30
3(d)
Lis
t of
Impa
ired
Wat
ers
Req
uirin
g a
TMD
L/O
ther
Stra
tegy
”, da
ted
Janu
ary
2015
,tha
t are
impa
ired
by s
ilt,
sedi
men
t or n
utrie
nts.
54
APP
END
IX F
L IST
OF
NYS
DEC
REG
ION
AL
OFF
ICES
Reg
ion
CO
VER
ING
TH
E FO
LLO
WIN
GC
OU
NTI
ES:
DIV
ISIO
NO
FEN
VIR
ON
MEN
TAL
PER
MIT
S(D
EP)
PER
MIT
AD
MIN
ISTR
ATO
RS
DIV
ISIO
NO
FW
ATE
R(D
OW
)
WAT
ER (S
PDES
)PR
OG
RAM
1N
ASSA
U A
ND
SU
FFO
LK50
CIR
CLE
RO
AD
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1179
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977-
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(518
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232
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W
ARR
ENSB
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G,N
Y12
885-
1172
T EL.
(518
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-120
0
6H
ERK
IMER
, JEF
FER
SON
, LE
WIS
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EID
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Fax (Owner/Operator)
- -
Page 1 of 14
New York State Department of Environmental Conservation
Division of Water
625 Broadway, 4th Floor
Albany, New York 12233-3505
NOTICE OF INTENT
All sections must be completed unless otherwise noted. Failure to complete all items mayresult in this form being returned to you, thereby delaying your coverage under thisGeneral Permit. Applicants must read and understand the conditions of the permit andprepare a Stormwater Pollution Prevention Plan prior to submitting this NOI. Applicantsare responsible for identifying and obtaining other DEC permits that may be required.
-IMPORTANT-RETURN THIS FORM TO THE ADDRESS ABOVE
OWNER/OPERATOR MUST SIGN FORM
Stormwater Discharges Associated with Construction Activity Under StatePollutant Discharge Elimination System (SPDES) General Permit # GP-0-15-002
Owner/Operator Information
Owner/Operator Contact Person Last Name (NOT CONSULTANT)
Owner/Operator Contact Person First Name
Owner/Operator Mailing Address
City
State Zip
-
Phone (Owner/Operator)
- -
Email (Owner/Operator)
Owner/Operator (Company Name/Private Owner Name/Municipality Name)
NYR(for DEC use only)
FED TAX ID
- (not required for individuals)
0644089821
E C B R e a l t y , L L C
B a t i s t a
S t e v e n
2 8 E a g l e R o a d
D a n b u r y
C T 0 6 8 1 0
2 0 3 7 9 8 1 8 8 7
s b a t i s t a 2 0 0 0 @y a h o o . c o m
1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this youmust go to the NYSDEC Stormwater Interactive Map on the DEC website at:
www.dec.ny.gov/imsmaps/stormwater/viewer.htm
Zoom into your Project Location such that you can accurately click on the centroid ofyour site. Once you have located your project site, go to the tool boxes on the top andchoose "i"(identify). Then click on the center of your site and a new window containingthe X, Y coordinates in UTM will pop up. Transcribe these coordinates into the boxesbelow. For problems with the interactive map use the help function.
X Coordinates (Easting) Y Coordinates (Northing)
Project Site Information
Project/Site Name
Street Address (NOT P.O. BOX)
City/Town/Village (THAT ISSUES BUILDING PERMIT)
State Zip
-County
Name of Nearest Cross Street
Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street
North South East West
Page 2 of 14
2. What is the nature of this construction project?
New Construction
Redevelopment with increase in impervious area
Redevelopment with no increase in impervious area
Section-Block-ParcelTax Map Numbers
Side of Street
North South East West
DEC Region
Tax Map Numbers
6401089828
B a t i s t a S o u t h e a s t D u n k i n '
1 6 1 7 N Y S R o u t e 2 2
T o w n o f S o u t h e a s t
N Y 1 0 5 0 9 P u t n a m 3
R o u t e 3 1 2
0
4 6 - 1 - 2 1
4 1 4 2 8 3 7 3 5 7 7 6 9
3. Select the predominant land use for both pre and post development conditions.SELECT ONLY ONE CHOICE FOR EACH
Page 3 of 14
Existing Land Use
FOREST
PASTURE/OPEN LAND
CULTIVATED LAND
SINGLE FAMILY HOME
SINGLE FAMILY SUBDIVISION
TOWN HOME RESIDENTIAL
MULTIFAMILY RESIDENTIAL
INSTITUTIONAL/SCHOOL
INDUSTRIAL
COMMERCIAL
ROAD/HIGHWAY
RECREATIONAL/SPORTS FIELD
BIKE PATH/TRAIL
LINEAR UTILITY
PARKING LOT
OTHER
Future Land Use
SINGLE FAMILY HOME
SINGLE FAMILY SUBDIVISION
TOWN HOME RESIDENTIAL
MULTIFAMILY RESIDENTIAL
INSTITUTIONAL/SCHOOL
INDUSTRIAL
COMMERCIAL
MUNICIPAL
ROAD/HIGHWAY
RECREATIONAL/SPORTS FIELD
BIKE PATH/TRAIL
LINEAR UTILITY (water, sewer, gas, etc.)
PARKING LOT
CLEARING/GRADING ONLY
DEMOLITION, NO REDEVELOPMENT
WELL DRILLING ACTIVITY *(Oil, Gas, etc.)
OTHER
Pre-Development Post-Development
4. In accordance with the larger common plan of development or sale,enter the total project site area; the total area to be disturbed;existing impervious area to be disturbed (for redevelopmentactivities); and the future impervious area constructed within thedisturbed area. (Round to the nearest tenth of an acre.)
Number of Lots
*Note: for gas well drilling, non-high volume hydraulic fractured wells only
Total SiteArea
.
Total Area ToBe Disturbed
.
Existing ImperviousArea To Be Disturbed
.
Future ImperviousArea Within
Disturbed Area
.
5. Do you plan to disturb more than 5 acres of soil at any one time? Yes No
6. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site.
A B C D
% % % %
7. Is this a phased project? Yes No
8. Enter the planned start and enddates of the disturbanceactivities.
-Start Date
/ /End Date
/ /
4107089829
1 4 0 8 5 4
0 0 1 0 0 0
0 4 0 1 1 9 0 4 0 1 2 0 2 1
Page 4 of 14
Name
9. Identify the nearest surface waterbody(ies) to which construction site runoff willdischarge.
9a. Type of waterbody identified in Question 9?
Wetland / State Jurisdiction On Site (Answer 9b)
Wetland / State Jurisdiction Off Site
Wetland / Federal Jurisdiction On Site (Answer 9b)
Wetland / Federal Jurisdiction Off Site
Stream / Creek On Site
Stream / Creek Off Site
River On Site
River Off Site
Lake On Site
Lake Off Site
Other Type On Site
Other Type Off Site
9b. How was the wetland identified?
Regulatory Map
Delineated by Consultant
Delineated by Army Corps of Engineers
Other (identify)
10. Has the surface waterbody(ies) in question 9 been identified as a303(d) segment in Appendix E of GP-0-15-002?
11. Is this project located in one of the Watersheds identified inAppendix C of GP-0-15-002?
Yes No
Yes No
12. Is the project located in one of the watershedareas associated with AA and AA-S classifiedwaters?If no, skip question 13.
Yes No
13. Does this construction activity disturb land with noexisting impervious cover and where the Soil Slope Phase isidentified as an E or F on the USDA Soil Survey?If Yes, what is the acreage to be disturbed?
Yes No
.
14. Will the project disturb soils within a Stateregulated wetland or the protected 100 foot adjacentarea?
Yes No
8600089821
O f f s i t e C l a s s C S t r e a m
Stream / Creek Off Site
15. Does the site runoff enter a separate storm sewersystem (including roadside drains, swales, ditches,culverts, etc)?
16. What is the name of the municipality/entity that owns the separate storm sewersystem?
Yes No Unknown
17. Does any runoff from the site enter a sewer classifiedas a Combined Sewer?
Yes No Unknown
21. Has the required Erosion and Sediment Control component of theSWPPP been developed in conformance with the current NYSStandards and Specifications for Erosion and Sediment Control(aka Blue Book)?
22. Does this construction activity require the development of aSWPPP that includes the post-construction stormwater managementpractice component (i.e. Runoff Reduction, Water Quality andQuantity Control practices/techniques)?If No, skip questions 23 and 27-39.
23. Has the post-construction stormwater management practice componentof the SWPPP been developed in conformance with the current NYSStormwater Management Design Manual?
Yes No
Yes No
Yes No
Page 5 of 14
18. Will future use of this site be an agricultural property asdefined by the NYS Agriculture and Markets Law? Yes No
Yes No20. Is this a remediation project being done under a Department
approved work plan? (i.e. CERCLA, RCRA, Voluntary CleanupAgreement, etc.)
Yes No19. Is this property owned by a state authority, state agency,
federal government or local government?
6403089820
N e w Y o r k S t a t e D e p a r t m e n t o f T R a n s p o r t a t
Page 6 of 14
SWPPP Preparer
Contact Name (Last, Space, First)
Mailing Address
City
State Zip
-Phone
- -Fax
Signature
Date
/ /
First Name
Last Name
MI
SWPPP Preparer Certification
24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by:
Professional Engineer (P.E.)
Soil and Water Conservation District (SWCD)
Registered Landscape Architect (R.L.A)
Certified Professional in Erosion and Sediment Control (CPESC)
Owner/Operator
Other
I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) forthis project has been prepared in accordance with the terms and conditions ofthe GP-0-15-002. Furthermore, I understand that certifying false, incorrector inaccurate information is a violation of this permit and the laws of theState of New York and could subject me to criminal, civil and/oradministrative proceedings.
0251089825
PE
T h e C h a z e n C o m p a n i e s
C h r i s t o p h e r L a p i n e
2 1 F o x S t r e e t S u i t e 2 0 1
C I t y o f P o u g h k e e p s i e
N Y 1 2 6 0 1
8 4 5 4 5 4 3 9 8 0
c l a p i n e @c h a z e n c o m p a n i e s . c o m
C h r i s t o p h e r
L a p i n e
26. Select all of the erosion and sediment control practices that will beemployed on the project site:
Page 7 of 14
Biotechnical
Brush Matting
Wattling
Other
25. Has a construction sequence schedule for the planned managementpractices been prepared? Yes No
Brush Matting
Dune Stabilization
Grassed Waterway
Mulching
Protecting Vegetation
Recreation Area Improvement
Seeding
Sodding
Straw/Hay Bale Dike
Streambank Protection
Temporary Swale
Topsoiling
Vegetating Waterways
Vegetative Measures
Check Dams
Construction Road Stabilization
Dust Control
Earth Dike
Level Spreader
Perimeter Dike/Swale
Pipe Slope Drain
Portable Sediment Tank
Rock Dam
Sediment Basin
Sediment Traps
Silt Fence
Stabilized Construction Entrance
Storm Drain Inlet Protection
Straw/Hay Bale Dike
Temporary Access Waterway Crossing
Temporary Stormdrain Diversion
Temporary Swale
Turbidity Curtain
Water bars
Temporary Structural
Debris Basin
Diversion
Grade Stabilization Structure
Land Grading
Lined Waterway (Rock)
Paved Channel (Concrete)
Paved Flume
Retaining Wall
Riprap Slope Protection
Rock Outlet Protection
Streambank Protection
Permanent Structural
0005089822
CRSDCSTSFSCESDIPSDTSSSDTST
Page 8 of 14
Post-construction Stormwater Management Practice (SMP) Requirements
Important: Completion of Questions 27-39 is not requiredif response to Question 22 is No.
27. Identify all site planning practices that were used to prepare the final siteplan/layout for the project.
Preservation of Undisturbed Areas
Preservation of Buffers
Reduction of Clearing and Grading
Locating Development in Less Sensitive Areas
Roadway Reduction
Sidewalk Reduction
Driveway Reduction
Cul-de-sac Reduction
Building Footprint Reduction
Parking Reduction
28. Provide the total Water Quality Volume (WQv) required for this project (based onfinal site plan/layout).
Total WQv Required
. acre-feet
29. Identify the RR techniques (Area Reduction), RR techniques(Volume Reduction) andStandard SMPs with RRv Capacity in Table 1 (See Page 9) that were used to reducethe Total WQv Required(#28).
Also, provide in Table 1 the total impervious area that contributes runoff to eachtechnique/practice selected. For the Area Reduction Techniques, provide the totalcontributing area (includes pervious area) and, if applicable, the total imperviousarea that contributes runoff to the technique/practice.
Note: Redevelopment projects shall use Tables 1 and 2 to identify the SMPs usedto treat and/or reduce the WQv required. If runoff reduction techniques will notbe used to reduce the required WQv, skip to question 33a after identifying theSMPs.
27a. Indicate which of the following soil restoration criteria was used to address therequirements in Section 5.1.6("Soil Restoration") of the Design Manual(2010 version).
All disturbed areas
Compacted areas
will be restored in accordance with the SoilRestoration requirements in Table 5.3 of the Design Manual (see page 5-22).
were considered as impervious cover when calculating theWQv Required, and the compacted areas were assigned a post-constructionHydrologic Soil Group (HSG) designation that is one level less permeablethan existing conditions for the hydrology analysis.
0182089828
and/or
and/or
and/or
and/or
Conservation of Natural Areas (RR-1)
Sheetflow to Riparian
Tree Planting/Tree Pit (RR-3)
Disconnection of Rooftop Runoff (RR-4)
Vegetated Swale (RR-5)
Rain Garden (RR-6)
Stormwater Planter (RR-7)
Rain Barrel/Cistern (RR-8)
Porous Pavement (RR-9)
Green Roof (RR-10)
Infiltration Trench (I-1)
Infiltration Basin (I-2)
Dry Well (I-3)
Underground Infiltration System (I-4)
Bioretention (F-5)
Dry Swale (O-1)
Micropool Extended Detention (P-1)
Wet Pond (P-2)
Wet Extended Detention (P-3)
Multiple Pond System (P-4)
Pocket Pond (P-5)
Surface Sand Filter (F-1)
Underground Sand Filter (F-2)
Perimeter Sand Filter (F-3)
Organic Filter (F-4)
Shallow Wetland (W-1)
Extended Detention Wetland (W-2)
Pond/Wetland System (W-3)
Pocket Wetland (W-4)
Wet Swale (O-2)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
............................
..................................
....................................
.............................................
.....................................
................................
...................................
.........................................
.........................................
.............................
..................................................
..........................................
...............................................
................................................
RR Techniques (Area Reduction)
Total ContributingImpervious Area(acres)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
...
..........
..........
..
.........................................
............................................
.....................................
....................................
........................................
.....................................
......................................
................................................
........................
............................................
...............................................
Table 1 - Runoff Reduction (RR) Techniquesand Standard Stormwater ManagementPractices (SMPs)
RR Techniques (Volume Reduction)
Standard SMPs with RRv Capacity
Standard SMPs
Page 9 of 14
Total ContributingArea (acres)
.
.
.
.
Buffers/Filters Strips (RR-2)
.............................................
7738089822
.
31. Is the Total RRv provided (#30) greater than or equal to thetotal WQv required (#28).
If Yes, go to question 36.If No, go to question 32.
Yes No
Total RRv provided
32. Provide the Minimum RRv required based on HSG.[Minimum RRv Required = (P)(0.95)(Ai)/12, Ai=(S)(Aic)]
Minimum RRv Required
. acre-feet
30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) andStandard SMPs with RRv capacity identified in question 29.
acre-feet
32a. Is the Total RRv provided (#30) greater than or equal to theMinimum RRv Required (#32)?
If Yes, go to question 33.Note: Use the space provided in question #39 to summarize thespecific site limitations and justification for not reducing100% of WQv required (#28). A detailed evaluation of thespecific site limitations and justification for not reducing100% of the WQv required (#28) must also be included in theSWPPP.
If No, sizing criteria has not been met, so NOI can not beprocessed. SWPPP preparer must modify design to meet sizingcriteria.
Yes No
Page 10 of 14
Hydrodynamic
Wet Vault
Media Filter
Other
Alternative SMP
.
.
.
.
...............................................
..................................................
...............................................
..................
Table 2 - Alternative SMPs(DO NOT INCLUDE PRACTICES BEINGUSED FOR PRETREATMENT ONLY)
Note: Redevelopment projects which do not use RR techniques, shalluse questions 28, 29, 33 and 33a to provide SMPs used, totalWQv required and total WQv provided for the project.
Total ContributingImpervious Area(acres)
Provide the name and manufacturer of the Alternative SMPs (i.e.proprietary practice(s)) being used for WQv treatment.
Name
Manufacturer
0762089822
. acre-feet
CPv Provided
acre-feet.CPv Required
36. Provide the total Channel Protection Storage Volume (CPv) required andprovided or select waiver (36a), if applicable.
Page 11 of 14
35. Is the sum of the RRv provided (#30) and the WQv provided(#33a) greater than or equal to the total WQv required (#28)?
If Yes, go to question 36.If No, sizing criteria has not been met, so NOI can not beprocessed. SWPPP preparer must modify design to meet sizingcriteria.
.34. Provide the sum of the Total RRv provided (#30) and
the WQv provided (#33a).
Yes No
33a. Indicate the Total WQv provided (i.e. WQv treated) by the SMPsidentified in question #33 and Standard SMPs with RRv Capacity identifiedin question 29.
.WQv Provided
acre-feet
Note: For the standard SMPs with RRv capacity, the WQv provided by each practice= the WQv calculated using the contributing drainage area to the practice- RRv provided by the practice. (See Table 3.5 in Design Manual)
33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs inTable 2 that were used to treat the remainingtotal WQv(=Total WQv Required in 28 - Total RRv Provided in 30).
Also, provide in Table 1 and 2 the total impervious area that contributes runoffto each practice selected.
Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects.
Site discharges directly to tidal waters
Reduction of the total CPv is achieved on site
36a. The need to provide channel protection has been waived because:
or a fifth order or larger stream.
through runoff reduction techniques or infiltration systems.
. CFS CFS.Post-developmentPre-Development
Total Extreme Flood Control Criteria (Qf)
. CFS . CFS
Post-developmentPre-Development
Total Overbank Flood Control Criteria (Qp)
37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria orselect waiver (37a), if applicable.
1766089827
Page 12 of 14
39. Use this space to summarize the specific site limitations and justificationfor not reducing 100% of WQv required(#28). (See question 32a)This space can also be used for other pertinent project information.
38. Has a long term Operation and Maintenance Plan for thepost-construction stormwater management practice(s) beendeveloped?
If Yes, Identify the entity responsible for the long termOperation and Maintenance
Yes No
37a. The need to meet the Qp and Qf criteria has been waived because:
Site discharges directly to tidal waters
Downstream analysis reveals that the Qp and Qfcontrols are not required
or a fifth order or larger stream.
1310089822
Air Pollution Control
Coastal Erosion
Hazardous Waste
Long Island Wells
Mined Land Reclamation
Solid Waste
Navigable Waters Protection / Article 15
Water Quality Certificate
Dam Safety
Water Supply
Freshwater Wetlands/Article 24
Tidal Wetlands
Wild, Scenic and Recreational Rivers
Stream Bed or Bank Protection / Article 15
Endangered or Threatened Species(Incidental Take Permit)
Individual SPDES
SPDES Multi-Sector GP
Other
None
44. If this NOI is being submitted for the purpose of continuing or transferringcoverage under a general permit for stormwater runoff from constructionactivities, please indicate the former SPDES number assigned.
42. Is this project subject to the requirements of a regulated,traditional land use control MS4?(If No, skip question 43)
Yes No
43. Has the "MS4 SWPPP Acceptance" form been signed by the principalexecutive officer or ranking elected official and submitted alongwith this NOI?
Yes No
41. Does this project require a US Army Corps of EngineersWetland Permit?If Yes, Indicate Size of Impact.
Yes No
.
Page 13 of 14
40. Identify other DEC permits, existing and new, that are required for thisproject/facility.
4285089826
Other
N Y R
S a n i t a r y S e w e r S P D E S
N Y R
Owner/Operator CertificationI have read or been advised of the permit conditions and believe that I understand them. I alsounderstand that, under the terms of the permit, there may be reporting requirements. I hereby certifythat this document and the corresponding documents were prepared under my direction or supervision. I amaware that there are significant penalties for submitting false information, including the possibility offine and imprisonment for knowing violations. I further understand that coverage under the general permitwill be identified in the acknowledgment that I will receive as a result of submitting this NOI and canbe as long as sixty (60) business days as provided for in the general permit. I also understand that, bysubmitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as thefirst element of construction, and agreeing to comply with all the terms and conditions of the generalpermit for which this NOI is being submitted.
Owner/Operator Signature
Date
/ /
Print First Name
Print Last Name
MI
Page 14 of 14
3547089826
S t e v e n
B a t i s t a
08982TFRMValueDefTFRMValueDef16808982TFRMAmp & <
NYS Department of Environmental Conservation
Division of Water 625 Broadway, 4th Floor
Albany, New York 12233-3505
MS4 Stormwater Pollution Prevention Plan (SWPPP) Acceptance Form
for Construction Activities Seeking Authorization Under SPDES General Permit
*(NOTE: Attach Completed Form to Notice Of Intent and Submit to Address Above)
I. Project Owner/Operator Information 1. Owner/Operator Name:
2. Contact Person:
3. Street Address:
4. City/State/Zip:
II. Project Site Information
5. Project/Site Name:
6. Street Address:
7. City/State/Zip:
III. Stormwater Pollution Prevention Plan (SWPPP) Review and Acceptance Information
8. SWPPP Reviewed by:
9. Title/Position:
10. Date Final SWPPP Reviewed and Accepted:
IV. Regulated MS4 Information
11. Name of MS4:
12. MS4 SPDES Permit Identification Number: NYR20A
13. Contact Person:
14. Street Address:
15. City/State/Zip:
16. Telephone Number:
Page 1 of 2
ECB Realty
STEVEN BATISTA
28 EAGLE ROAD
DANBURY, CT, 06810
BATISTA SOUTHEAST DUNKIN'
1617 NYS ROUTE 22
SOUTHEAST, NY 10509
CHRISTOPHER LAPINE
DIRECTOR
TOWN OF SOUTHEAST
MS4 SWPPP Acceptance Form - continued
V. Certification Statement - MS4 Official (principal executive officer or ranking elected official) or Duly Authorized Representative I hereby certify that the final Stormwater Pollution Prevention Plan (SWPPP) for the construction project identified in question 5 has been reviewed and meets the substantive requirements in the SPDES General Permit For Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s). Note: The MS4, through the acceptance of the SWPPP, assumes no responsibility for the accuracy and adequacy of the design included in the SWPPP. In addition, review and acceptance of the SWPPP by the MS4 does not relieve the owner/operator or their SWPPP preparer of responsibility or liability for errors or omissions in the plan. Printed Name: Title/Position: Signature: Date: VI. Additional Information
(NYS DEC - MS4 SWPPP Acceptance Form - January 2015)
Page 2 of 2
New York State Department of Environmental Conservation Division of Water
625 Broadway, 4th Floor Albany, New York 12233-3505
*(NOTE: Submit completed form to address above)*
NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity
Please indicate your permit identification number: NYR ___ ___ ___ ___ ___ ___
I. Owner or Operator Information 1. Owner/Operator Name:
2. Street Address:
3. City/State/Zip:
4. Contact Person: 4a.Telephone:
4b. Contact Person E-Mail:
II. Project Site Information
5. Project/Site Name:
6. Street Address:
7. City/Zip:
8. County:
III. Reason for Termination
9a. □ All disturbed areas have achieved final stabilization in accordance with the general permit and SWPPP. *Date final stabilization completed (month/year):
9b. □ Permit coverage has been transferred to new owner/operator. Indicate new owner/operator’s permit identification number: NYR ___ ___ ___ ___ ___ ___ (Note: Permit coverage can not be terminated by owner identified in I.1. above until new owner/operator obtains coverage under the general permit)
9c. □ Other (Explain on Page 2)
IV. Final Site Information:
10a. Did this construction activity require the development of a SWPPP that includes post-construction stormwater management practices? □ yes □ no ( If no, go to question 10f.)
10b. Have all post-construction stormwater management practices included in the final SWPPP been constructed? □ yes □ no (If no, explain on Page 2)
10c. Identify the entity responsible for long-term operation and maintenance of practice(s)?
Page 1 of 3
ECB Realty
STEVEN BATISTA
28 EAGLE ROAD
DANBURY, CT, 06810
BATISTA SOUTHEAST DUNKIN'
1617 NYS ROUTE 22
SOUTHEAST, NY 10509
PUTNAM
NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity - continued
10d. Has the entity responsible for long-term operation and maintenance been given a copy of the operation and maintenance plan required by the general permit? □ yes □ no
10e. Indicate the method used to ensure long-term operation and maintenance of the post-construction stormwater management practice(s): □ Post-construction stormwater management practice(s) and any right-of-way(s) needed to maintain practice(s) have been deeded to the municipality. □ Executed maintenance agreement is in place with the municipality that will maintain the post-construction stormwater management practice(s). □ For post-construction stormwater management practices that are privately owned, a mechanism is in place that requires operation and maintenance of the practice(s) in accordance with the operation and maintenance plan, such as a deed covenant in the owner or operator’s deed of record. □ For post-construction stormwater management practices that are owned by a public or private institution (e.g. school, university or hospital), government agency or authority, or public utility; policy and procedures are in place that ensures operation and maintenance of the practice(s) in accordance with the operation and maintenance plan.
10f. Provide the total area of impervious surface (i.e. roof, pavement, concrete, gravel, etc.) constructed within the disturbance area? (acres)
11. Is this project subject to the requirements of a regulated, traditional land use control MS4? □ yes □ no (If Yes, complete section VI - “MS4 Acceptance” statement
V. Additional Information/Explanation: (Use this section to answer questions 9c. and 10b., if applicable)
VI. MS4 Acceptance - MS4 Official (principal executive officer or ranking elected official) or Duly Authorized Representative (Note: Not required when 9b. is checked -transfer of coverage)
I have determined that it is acceptable for the owner or operator of the construction project identified in question 5 to submit the Notice of Termination at this time.
Printed Name:
Title/Position:
Signature: Date:
Page 2 of 3
NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity - continued
VII. Qualified Inspector Certification - Final Stabilization:
I hereby certify that all disturbed areas have achieved final stabilization as defined in the current version of the general permit, and that all temporary, structural erosion and sediment control measures have been removed. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings.
Printed Name:
Title/Position:
Signature: Date:
VIII. Qualified Inspector Certification - Post-construction Stormwater Management Practice(s):
I hereby certify that all post-construction stormwater management practices have been constructed in conformance with the SWPPP. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings.
Printed Name:
Title/Position:
Signature: Date:
IX. Owner or Operator Certification
I hereby certify that this document was prepared by me or under my direction or supervision. My determination, based upon my inquiry of the person(s) who managed the construction activity, or those persons directly responsible for gathering the information, is that the information provided in this document is true, accurate and complete. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings.
Printed Name:
Title/Position:
Signature:
Date:
(NYS DEC Notice of Termination - January 2015)
Page 3 of 3
Chazen Job Number: 81625.00 The Chazen Companies
Stormwater Pollution Prevention Plan Contractor Certification Statement
(Responsible for overall SWPPP Compliance)
Batista Southeast Dunkin’ 1617 NYS Route 22, Town of Southeast, Putnam County, New York
This is to certify that the following contracting firm will be responsible for installing, constructing, repairing, inspecting and/or maintaining the erosion and sediment control practices and post-construction stormwater management control practices required by the SWPPP.
Contracting Firm Information
Name:
Address:
Telephone & Fax: Trained Contractor(s) 1 Responsible for SWPPP Implementation (Provide name, title, and date of last training)
_________________________________________________________________________________________________________
_________________________________________________________________________________________________________ Prior to commencement of construction activity, the following certification shall be issued:
I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System (“SPDES”) general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations.
Printed Name:
Title/Position:
Signature: Date:
Upon completion of construction activities, the following certification shall be issued, prior to issuance of the NOT:
I hereby certify that that all permanent stormwater management practices required by the SWPPP have been installed in accordance with the contract documents. I further certify that all temporary erosion and sediment control measures have been removed from the site, and that the on-site soils disturbed by construction activity have been restored in accordance with the SWPPP and the NYSDEC Division of Water’s publication “Deep-Ripping and Decompaction”.
Printed Name:
Title/Position:
Signature: Date:
1 “Trained Contractor” means an employee from a contracting (construction) company that has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the “trained contractor” shall receive four (4) hours of training every three (3) years. 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 four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity). The “Trained Contractor” will be responsible for the day to day implementation of the SWPPP. 2 Signatory Requirements:
a. For a corporation, this form shall be signed by (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principle business function, or any other person who performs similar policy or decision-making functions for the corporation; or (ii) the manager of one or more manufacturing, production or operating facilities, provided the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
b. For a partnership or sole proprietorship, this form shall be signed by a general partner or the proprietor, respectively. c. For a municipality, State, Federal, or other public agency, this form shall be signed by either a principal executive officer or ranking elected official. For purposes of this section, a
principal executive officer of a Federal agency includes (i) the chief executive officer of the agency, or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g. Regional Administrators of EPA).
Chazen Job Number: 81625.00 The Chazen Companies
Stormwater Pollution Prevention Plan Subcontractor Certification Statement (whose work involves soil disturbance)
Batista Southeast Dunkin’ 1617 NYS Route 22, Town of Southeast, Putnam County, New York
Each Subcontractor whose work will involve soil disturbance of any kind is required to complete and sign this Certification Statement before commencing any construction activity at the site. This completed Certification Statement(s) shall be maintained at the construction site in the Site Log Book.
Subcontracting Firm Information
Name:
Address:
Telephone & Fax: Trained Contractor(s) 2 Responsible for SWPPP Implementation (Provide name, title, and date of last training)
Prior to commencement of construction activities, the following certification shall be issued:
I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System (“SPDES”) general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations.
Printed Name:
Title/Position:
Signature: Date:
2 “Trained Contractor” means an employee from a contracting (construction) company that has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the “trained contractor” shall receive four (4) hours of training every three (3) years. 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 four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity). The “Trained Contractor” will be responsible for the day to day implementation of the SWPPP. 2 Signatory Requirements:
a. For a corporation, this form shall be signed by (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principle business function, or any other person who performs similar policy or decision-making functions for the corporation; or (ii) the manager of one or more manufacturing, production or operating facilities, provided the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
b. For a partnership or sole proprietorship, this form shall be signed by a general partner or the proprietor, respectively. c. For a municipality, State, Federal, or other public agency, this form shall be signed by either a principal executive officer or ranking elected official. For purposes of this section, a
principal executive officer of a Federal agency includes (i) the chief executive officer of the agency, or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g. Regional Administrators of EPA).
Page 1 of 6
Chazen Job Number: 81625.00 The Chazen Companies
Stormwater Pollution Prevention Plan Inspection Report
Batista Southeast Dunkin’ 1617 NYS Route 22
Town of Southeast, Putnam County, New York
A Qualified Inspector1 shall prepare an inspection report subsequent to each and every inspection, as required in Part IV.C of the SPDES General Permit GP-0-15-002. All sections of this report are to be completed.
1. Inspection Information
Inspection number: ___________________________________________
Date and Time of Inspection: ___________________________________________
Weather Conditions: ___________________________________________
Soil Conditions (e.g. dry, wet, saturated): ___________________________________________
2. Inspector Information
Qualified Inspector1
Printed Name: Date:
Signature:
Qualified Professional1
Printed Name Date:
Signature:
3. On the included site plan, provide a sketch of areas that are disturbed at the time of the inspection and areas that have been stabilized (temporary and/or final) since the last inspection. Provide additional descriptions below if necessary.
1 A Qualified Inspector means a person that is knowledgeable in the principles and practices of erosion and sediment control, such as licensed Professional Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered Landscape Architect, or other Department endorsed individual(s). It can also mean someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided that person has training in the principles and practices of erosion and sediment control. Training in the principles and practices of erosion and sediment control means that the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect shall receive four (4) hours of training every three (3) years. It can also mean a person that meets the Qualified Professional qualifications in addition to the Qualified Inspector qualifications. Note: Inspections of any post-construction stormwater management practices that include structural components, such as a dam for an impoundment, shall be performed by a licensed Professional Engineer.
Page 2 of 6
Chazen Job Number: 81625.00 The Chazen Companies
4. In the following table, provide a description of the condition of the runoff at all points of discharge from the construction site, including conveyance systems (pipes, culverts, ditches, etc.) and overland flow. Identify any discharges of sediment from the construction site. Use additional sheets if necessary.
Description of Discharge Point Condition of Runoff Sediment Discharge Noted
yes / no
Estimated Quantity:
yes / no
Estimated Quantity:
yes / no
Estimated Quantity:
yes / no
Estimated Quantity:
5. For all discharge points where sediment discharge has been noted in the above table, provide detailed corrective actions that are required. Use additional sheets if necessary.
Page 3 of 6
Chazen Job Number: 81625.00 The Chazen Companies
6. In the following table, provide checkmarks in the appropriate columns to indicate the condition of all erosion and sediment control practices at the site.
Erosion & Sediment Control Practice
Not Applicable
Functioning as
Designed
Needs Repair or
Maintenance
Not Installed Properly
Date Deficiency
First Reported (If Applicable)
Deficiency Corrected?
Y/N (If Applicable)
Stabilized construction entrance
Temporary parking areas
Construction vehicle wash areas
Silt fence
Temporary swales and berms
Stone check dams
Slope protection measures
Dewatering operations
Sediment traps
Inlet protection measures
Soil stockpiles
Dust control measures
Pavement sweeping
Other:
Other:
7. For all erosion and sediment control practices identified in the above table as “needs repair or
maintenance” or “not installed properly”, provide detailed corrective actions that are required. Use additional sheets if necessary.
Page 4 of 6
Chazen Job Number: 81625.00 The Chazen Companies
8. In the following table, indicate the current phase of construction of all post-construction stormwater management practices and identify all construction that is not in conformance with the SWPPP and technical standards.
SWM Practice Current Phase of Construction
Items not in conformance with the SWPPP
9. For all post-construction stormwater management practices which are identified in the above table as
including “items not in conformance with the SWPPP”, provide detailed corrective action(s) that are required to correct the deficiencies. Use additional sheets if necessary.
Page 5 of 6
Chazen Job Number: 81625.00 The Chazen Companies
Photo Log
Date – Item in need of repair or maintenance:
Date – Corrected Action:
Date – Item in need of repair or maintenance:
Date – Corrected Action:
Page 6 of 6
Chazen Job Number: 81625.00 The Chazen Companies
Photo Log
Date – Item in need of repair or maintenance:
Date – Corrected Action:
Date – Item in need of repair or maintenance:
Date – Corrected Action:
DEPA
RTM
ENT
OF E
NVIR
ONM
ENTA
L CO
NSER
VATI
ONN
ew
York
Sta
te
Dee
p-R
ippi
ngan
dD
ecom
pact
ion
New
Yor
k S
tate
D
epar
tmen
t of
En
viro
nm
enta
l C
onse
rvat
ion
Div
isio
nof
Wat
er
Apr
il20
08
Doc
umen
t Pre
pare
d by
:
John
E. L
acey
, La
nd R
esou
rce
Con
sulta
nt a
nd E
nviro
nmen
tal C
ompl
ianc
e M
onito
r (F
orm
erly
with
the
Div
isio
n of
Agr
icul
tura
l Pro
tect
ion
and
Dev
elop
men
t Ser
vice
s, N
YS
Dep
t. of
Agr
icul
ture
& M
arke
ts)
1
Alte
rnativeStormwater
Man
agem
ent
DeepRipp
ingan
dDecom
paction
Des
crip
tion
The
two-
phas
e pr
actic
e of
1) “
Dee
p R
ippi
ng;”
and
2) “
Dec
ompa
ctio
n” (d
eep
subs
oilin
g), o
f the
so
il m
ater
ial
as a
ste
p in
the
cle
anup
and
res
tora
tion/
land
scap
ing
of a
con
stru
ctio
n si
te, h
elps
m
itiga
te t
he p
hysi
cally
ind
uced
im
pact
s of
soi
l co
mpr
essi
on;
i.e.:
soil
com
pact
ion
or t
he
subs
tant
ial i
ncre
ase
in th
e bu
lk d
ensi
ty o
f the
soil
mat
eria
l.
Dee
p R
ippi
ng a
nd D
ecom
pact
ion
are
key
fact
ors
whi
ch h
elp
in r
esto
ring
soil
pore
spa
ce a
nd
perm
eabi
lity
for
wat
er in
filtra
tion.
Con
vers
ely,
the
phys
ical
ac
tions
of
cut-a
nd-f
ill w
ork,
land
gr
adin
g, t
he o
ngoi
ng m
ovem
ent
of c
onst
ruct
ion
equi
pmen
t an
d th
e tra
nspo
rt of
bui
ldin
g m
ater
ials
thro
ugho
ut a
site
alte
r the
arc
hite
ctur
e an
d st
ruct
ure
of th
e so
il, re
sulti
ng in
: the
mix
ing
of l
ayer
s (h
oriz
ons)
of
soil
mat
eria
ls,
com
pres
sion
of
thos
e m
ater
ials
and
dim
inis
hed
soil
poro
sity
whi
ch, i
f lef
t unc
heck
ed, s
ever
ely
impa
irs th
e so
il’s
wat
er h
oldi
ng c
apac
ity a
nd v
ertic
al
drai
nage
(rai
nfal
l inf
iltra
tion)
, fro
m th
e su
rfac
e do
wnw
ard.
In a
hum
id c
limat
e re
gion
, com
pact
ion
dam
age
on a
site
is v
irtua
lly g
uara
ntee
d ov
er th
e du
ratio
n of
a p
roje
ct.
Soil
in v
ery
moi
st to
wet
con
ditio
n w
hen
com
pact
ed, w
ill h
ave
seve
rely
red
uced
pe
rmea
bilit
y.
Figu
re 1
dis
play
s th
e ea
rly s
tage
of
the
deep
-rip
ping
pha
se (
Not
e th
at a
ll to
psoi
l w
as s
tripp
ed p
rior
to c
onst
ruct
ion
acce
ss,
and
it re
mai
ns s
tock
pile
d un
til t
he n
ext
phas
e –
deco
mpa
ctio
n –
is c
ompl
ete)
. A h
eavy
-dut
y tra
ctor
is p
ullin
g a
thre
e-sh
ank
rippe
r on
the
first
of
seve
ral
serie
s of
inc
rem
enta
lly d
eepe
ning
pas
ses
thro
ugh
the
cons
truct
ion
acce
ss c
orrid
or's
dens
ely
com
pres
sed
subs
oil
mat
eria
l.
Figu
re
2 ill
ustra
tes
the
appr
oxim
ate
volu
met
ric
com
posi
tion
of a
loa
m s
urfa
ce s
oil
whe
n co
nditi
ons
are
good
for
pla
nt g
row
th, w
ith a
dequ
ate
natu
ral p
ore
spac
e fo
r flu
ctua
ting
moi
stur
e co
nditi
ons.
Fig.
1. A
typi
cal d
eep
rippi
ng p
hase
of t
his
prac
tice,
dur
ing
the
first
in a
serie
s of
prog
ress
ivel
y de
eper
“rip
s” th
roug
h se
vere
ly
com
pres
sed
subs
oil.
Fig.
2. A
bout
50%
of t
he v
olum
e of
und
istu
rbed
lo
am su
rfac
e so
il is
por
e sp
ace,
whe
n so
il is
in
good
con
ditio
n fo
r pla
nt g
row
th. B
rady
, 200
2.
2
Rec
omm
end
ed A
pp
licat
ion
of
Pra
ctic
e
The
obje
ctiv
e of
Dee
p R
ippi
ng a
nd
Dec
ompa
ctio
n is
to e
ffec
tivel
y fr
actu
re
(ver
tical
ly a
nd la
tera
llly)
thro
ugh
the
thic
knes
s of
the
phys
ical
ly c
ompr
esse
d su
bsoi
l mat
eria
l (s
ee F
igur
e 3)
, re
stor
ing
soil
poro
sity
and
pe
rmea
bilit
yan
d ai
ding
infil
tratio
n to
hel
p re
duce
runo
ff.
Toge
ther
with
tops
oil s
tripp
ing,
th
e “t
wo-
phas
e” p
ract
ice
of D
eep
Rip
ping
and
D
ecom
pact
ion
first
bec
ame
esta
blis
hed
as a
“be
st
man
agem
ent p
ract
ice”
thro
ugh
ongo
ing
succ
ess
on c
omm
erci
al fa
rmla
nds a
ffec
ted
by h
eavy
ut
ility
con
stru
ctio
n rig
ht-o
f-w
ay p
roje
cts
(tran
smis
sion
pip
elin
es a
nd la
rge
pow
er li
nes)
.
Soil
perm
eabi
lity,
soil
drai
nage
and
cro
plan
d pr
oduc
tivity
wer
e re
stor
ed. F
or b
road
er
cons
truct
ion
appl
icat
ion,
the
two-
phas
e pr
actic
e of
Dee
p R
ippi
ng a
nd D
ecom
pact
ion
is b
est
adap
ted
to a
reas
impa
cted
with
sign
ifica
nt so
il co
mpa
ctio
n, o
n co
ntig
uous
ope
n po
rtion
s of l
arge
co
nstru
ctio
n si
tes a
nd in
side
long
, ope
n co
nstru
ctio
n co
rrid
ors u
sed
as te
mpo
rary
acc
ess o
ver t
he
dura
tion
of c
onst
ruct
ion.
Eac
h m
itiga
tion
area
shou
ld h
ave
min
imal
abo
ve-a
nd-b
elow
-gro
und
obst
ruct
ions
for t
he e
asy
avoi
danc
e an
d m
aneu
verin
g of
a la
rge
tract
or a
nd ri
ppin
g/de
com
pact
ing
impl
emen
ts. C
onve
rsel
y, th
e co
mpl
ete
two-
phas
e pr
actic
e is
not
reco
mm
ende
d in
cong
este
d or
ob
stru
cted
are
as d
ue to
the
limita
tions
on
tract
or a
nd im
plem
ent m
ovem
ent.
Ben
efit
s
Agg
ress
ive
“dee
p rip
ping
” th
roug
h th
e co
mpr
esse
d th
ickn
ess
of e
xpos
ed s
ubso
il be
fore
the
re
plac
emen
t/res
prea
ding
of
the
tops
oil l
ayer
, fol
low
ed b
y “d
ecom
pact
ion,
” i.e
.: “s
ub-s
oilin
g,”
thro
ugh
the
rest
ored
tops
oil l
ayer
dow
n in
to th
e su
bsoi
l, of
fers
the
follo
win
g be
nefit
s:
Incr
ease
s th
e pr
ojec
t (la
rger
siz
e) a
rea’
s di
rect
sur
face
inf
iltra
tion
of r
ainf
all
by
pr
ovid
ing
the
open
si
te’s
m
itiga
ted
soil
cond
ition
an
d lo
wer
s th
e de
man
d on
conc
entra
ted
runo
ff c
ontro
l stru
ctur
es
Enha
nces
dire
ct g
roun
dwat
er r
echa
rge
thro
ugh
grea
ter
disp
ersi
on a
cros
s an
d th
roug
h a
br
oade
r sur
face
than
aff
orde
d by
som
e ru
noff
-con
trol s
truct
ural
mea
sure
s
Dec
reas
es ru
noff
vol
ume
gene
rate
d an
d pr
ovid
es h
ydro
logi
c so
urce
con
trol
May
be
pl
anne
d fo
r ap
plic
atio
n in
fe
asib
le
open
lo
catio
ns
eith
er
alon
e or
in
Fig.
3. C
onst
ruct
ion
site
with
sign
ifica
nt
com
pact
ion
of th
e de
ep b
asal
till
subs
oil
exte
nds 2
4 in
ches
bel
ow th
is e
xpos
ed c
ut-
and-
fill w
ork
surf
ace.
3
conj
unct
ion
with
plan
s fo
r st
ruct
ural
pr
actic
es
(e.g
., su
bsur
face
dr
ain
line
or
in
filtra
tion
basi
n) s
ervi
ng th
e sa
me
or c
ontig
uous
are
as
Prom
otes
suc
cess
ful
long
-term
rev
eget
atio
n by
res
torin
g so
il pe
rmea
bilit
y, d
rain
age
and
wat
er h
oldi
ng c
apac
ity f
or h
ealth
y (r
athe
r th
an r
estri
cted
) ro
ot-s
yste
m d
evel
opm
ent
of
trees
, sh
rubs
and
dee
p ro
oted
gro
und
cove
r, m
inim
izin
g pl
ant
drow
ning
dur
ing
wet
pe
riods
and
bur
nout
dur
ing
dry
per
iods
.
Feas
ibili
ty/
Lim
itat
ion
s
The
effe
ctiv
enes
s of D
eep
Rip
ping
and
Dec
ompa
ctio
n is
gov
erne
d m
ostly
by
site
fact
ors s
uch
as:
the
orig
inal
(und
istu
rbed
) soi
l’s h
ydro
logi
c ch
arac
teris
tics;
the
gene
ral s
lope
; loc
al w
eath
er/ti
min
g (s
oil m
oist
ure)
for i
mpl
emen
tatio
n; th
e sp
ace-
rela
ted
free
dom
of e
quip
men
t/im
plem
ent
man
euve
rabi
lity
(not
ed a
bove
in R
ecom
men
ded
App
licat
ion
of P
ract
ice)
, and
by
the
prop
er
sele
ctio
n an
d op
erat
ion
of tr
acto
r and
impl
emen
ts (e
xpla
ined
bel
ow in
Des
ign
Gui
danc
e). T
he
mor
e no
tabl
e si
te-r
elat
ed fa
ctor
s inc
lude
:
Soil
In th
e un
dist
urbe
d co
nditi
on, e
ach
iden
tifie
d so
il ty
pe c
ompr
isin
g a
site
is g
roup
ed in
to o
ne o
f fo
ur c
ateg
orie
s of s
oil h
ydro
logy
, Hyd
rolo
gic
Soil
Gro
up A
, B, C
or D
, det
erm
ined
prim
arily
by
a ra
nge
of c
hara
cter
istic
s inc
ludi
ng so
il te
xtur
e, d
rain
age
capa
bilit
y w
hen
thor
ough
ly w
et, a
nd d
epth
to
wat
er t
able
. Th
e na
tura
l ra
tes
of i
nfilt
ratio
n an
d tra
nsm
issi
on o
f so
il-w
ater
thr
ough
the
un
dist
urbe
d so
il la
yers
for G
roup
A is
“hi
gh”
with
a lo
w ru
noff
pot
entia
l whi
le s
oils
in G
roup
B
are
mod
erat
e in
infil
tratio
n an
d th
e tra
nsm
issi
on o
f so
il-w
ater
with
a m
oder
ate
runo
ff p
oten
tial,
depe
ndin
g so
mew
hat o
n sl
ope.
Soi
ls in
Gro
up C
hav
e sl
ow ra
tes
of in
filtra
tion
and
trans
mis
sion
of
soi
l-wat
er a
nd a
mod
erat
ely
high
run
off
pote
ntia
l inf
luen
ced
by s
oil t
extu
re a
nd s
lope
; whi
le
soils
in
Gro
up D
hav
e ex
cept
iona
lly s
low
ra
tes
of in
filtra
tion
and
trans
mis
sion
of
soil-
wat
er, a
nd h
igh
runo
ff p
oten
tial.
In F
igur
e 4,
the
prof
ile d
ispl
ays t
he
undi
stur
bed
horiz
ons o
f a so
il in
Hyd
rolo
gic
Soil
Gro
up C
and
the
natu
rally
slow
rate
of
infil
tratio
n th
roug
h th
e su
bsoi
l. Th
e sl
ow ra
te
of in
filtra
tion
begi
ns im
med
iate
ly b
elow
the
tops
oil h
oriz
on (3
0 cm
), du
e to
the
limite
d am
ount
of m
acro
por
es, e
.g.:
nat
ural
subs
oil
frac
ture
s, w
orm
hol
es a
nd ro
ot c
hann
els.
Infil
tratio
n af
ter t
he c
onst
ruct
ion-
indu
ced
mix
ing
and
com
pres
sion
of s
uch
subs
oil
mat
eria
l is v
irtua
lly a
bsen
t; bu
t can
be
rest
ored
bac
k to
this
nat
ural
leve
l with
the
two-
phas
e pr
actic
e of
dee
p rip
ping
and
de
com
pact
ion,
follo
wed
by
the
perm
anen
t es
tabl
ishm
ent o
f an
appr
opria
te, d
eep
tapr
oot
Fig.
4. P
rofil
e (in
cen
timet
ers)
dis
play
ing
the
infil
tratio
n te
st re
sult
of th
e na
tura
l u
ndis
turb
ed
horiz
ons o
f a so
il in
Hyd
rolo
gic
Soil
Gro
up C
.
4
law
n/gr
ound
cov
er to
hel
p m
aint
ain
the
rest
ored
subs
oil s
truct
ure.
Inf
iltra
tion
afte
r con
stru
ctio
n-in
duce
d m
ixin
g an
d co
mpr
essi
on o
f suc
h su
bsoi
l mat
eria
l can
be
nota
bly
reha
bilit
ated
with
the
Dee
p R
ippi
ng a
nd D
ecom
pact
ion
prac
tice,
whi
ch p
repa
res t
he si
te fo
r the
app
ropr
iate
long
-term
la
wn/
grou
nd c
over
mix
incl
udin
g de
ep ta
proo
t pla
nts s
uch
as c
love
r, fe
scue
or t
refo
il, e
tc.n
eede
dfo
r all
reha
bilit
ated
soils
.
Gen
eral
ly, s
oils
in H
ydro
logi
c So
il G
roup
s A a
nd B
, whi
ch re
spec
tivel
y m
ay in
clud
e de
ep, w
ell-
drai
ned,
sand
y-gr
avel
ly m
ater
ials
or d
eep,
mod
erat
ely
wel
l-dra
ined
bas
al ti
ll m
ater
ials
, are
am
ong
the
easi
er o
nes t
o re
stor
e pe
rmea
bilit
y an
d in
filtra
tion,
by
deep
ripp
ing
and
deco
mpa
ctio
n. A
mon
g th
e m
any
diff
eren
t soi
ls in
Hyd
rolo
gic
Soil
Gro
up C
are
thos
e un
ique
gla
cial
tills
hav
ing
a na
tura
l fr
agip
an z
one,
beg
inni
ng a
bout
12
to 1
8 in
ches
(30
– 45
cm),
belo
w su
rfac
e. A
lthou
gh so
ils in
H
ydro
logi
c So
il G
roup
C d
o re
quire
a so
mew
hat m
ore
care
fully
app
lied
leve
l of t
he D
eep
Rip
ping
an
d D
ecom
pact
ion
prac
tice,
it c
an g
reat
ly b
enef
it su
ch a
ffec
ted
area
s by
redu
cing
the
runo
ff a
nd
fost
erin
g in
filtra
tion
to a
leve
l equ
al to
that
of p
re-d
istu
rban
ce.
Soils
in H
ydro
logi
c So
il G
roup
D ty
pica
lly h
ave
a pe
rman
ent h
igh
wat
er ta
ble
clos
e to
the
surf
ace,
in
fluen
ced
by a
cla
y or
oth
er h
ighl
y im
perv
ious
laye
r of m
ater
ial.
In m
any
loca
tions
with
cla
y su
bsoi
l mat
eria
l, th
e bu
lk d
ensi
ty is
so n
atur
ally
hig
h th
at h
eavy
traf
ficki
ng h
as li
ttle
or n
o ad
ded
impa
ct o
n in
filtra
tion;
and
stru
ctur
al ru
noff
con
trol p
ract
ices
rath
er th
an D
eep
Rip
ping
and
D
ecom
pact
ion
shou
ld b
e co
nsid
ered
.
The
info
rmat
ion
abou
t Hyd
rolo
gic
Soil
Gro
ups
is m
erel
y a
gene
ral g
uide
line.
Si
te-s
peci
fic d
ata
such
as l
imite
d de
pths
of c
ut-a
nd-f
ill g
radi
ng w
ith m
inim
al re
mov
al o
r tra
nslo
catio
n of
the
inhe
rent
su
bsoi
l m
ater
ials
(as
ana
lyze
d in
the
cou
nty
soil
surv
ey)
or,
conv
erse
ly,
the
exca
vatio
n an
d tra
nslo
catio
n of
dee
per,
unco
nsol
idat
ed s
ubst
ratu
m o
r co
nsol
idat
ed b
edro
ck m
ater
ials
(un
like
the
anal
yzed
sub
soil
horiz
ons’
mat
eria
ls re
ferr
ed to
in th
e co
unty
soi
l sur
vey)
sho
uld
alw
ays
be ta
ken
into
acc
ount
.
Site
s mad
e up
with
sign
ifica
nt q
uant
ities
of l
arge
rock
s, or
hav
ing
a ve
ry sh
allo
w d
epth
to b
edro
ck,
are
not c
ondu
cive
to d
eep
rippi
ng a
nd d
ecom
patio
n (s
ubso
iling
); an
d ot
her m
easu
res
may
be
mor
e pr
actic
al.
Slop
eTh
e tw
o-ph
ase
appl
icat
ion
of 1
) de
ep r
ippi
ng a
nd 2
) de
com
pact
ion
(dee
p su
bsoi
ling)
, is
mos
t pr
actic
al o
n fla
t, ge
ntle
and
mod
erat
e sl
opes
. In
som
e si
tuat
ions
, su
ch a
s b
ut n
ot l
imite
d t
o te
mpo
rary
con
stru
ctio
n ac
cess
cor
ridor
s, in
clus
ion
area
s tha
t are
mod
erat
ely
stee
p al
ong
a pr
ojec
t’s
othe
rwis
e ge
ntle
or
mod
erat
e sl
ope
may
als
o be
dee
p rip
ped
and
deco
mpa
cted
. Fo
r lim
ited
inst
ance
s of
mod
erat
e st
eepn
ess
on o
ther
pro
ject
s, ho
wev
er, t
he p
ost-c
onst
ruct
ion
land
use
and
the
rela
tive
alig
nmen
t of
the
pot
entia
l rip
ping
and
dec
ompa
ctio
n w
ork
in r
elat
ion
to t
he l
ay o
f th
e sl
ope
shou
ld b
e re
view
ed fo
r saf
ety
and
prac
tical
ity. I
n br
oad
cons
truct
ion
area
s pr
edom
inat
ed b
y m
oder
atel
y st
eep
or st
eep
slop
es, t
he p
ract
ice
is g
ener
ally
not
use
d.
Loc
al W
eath
er/T
imin
g/So
il M
oist
ure
Ef
fect
ive
frac
turin
g of
com
pres
sed
subs
oil m
ater
ial f
rom
the
expo
sed
wor
k su
rfac
e, la
tera
lly a
nd
verti
cally
dow
n th
roug
h th
e af
fect
ed z
one
is a
chie
ved
only
whe
n th
e so
il m
ater
ial i
s m
oder
atel
y dr
y to
mod
erat
ely
moi
st.
Nei
ther
one
of
the
two-
phas
es,
deep
rip
ping
nor
dec
ompa
ctio
n (d
eep
5
Fig.
5. A
uger
ed fr
om a
dep
th o
f 19
inch
es
belo
w th
e su
rfac
e of
the
repl
aced
tops
oil,
this
subs
oil s
ampl
e w
as h
and
rolle
d to
a
1/8-
inch
dia
met
er. T
he te
st sh
ows t
he so
il at
th
is si
te st
retc
hes o
ut to
o fa
r with
out
crum
blin
g; it
indi
cate
s the
mat
eria
l is i
n a
plas
tic st
ate
of c
onsi
sten
ce, t
oo w
et fo
r fin
al
deco
mpa
ctio
n(d
eep
subs
oilin
g) a
t thi
s tim
e.
subs
oilin
g), c
an b
e ef
fect
ivel
y co
nduc
ted
whe
n th
e so
il m
ater
ial (
subs
oil o
r rep
lace
d to
psoi
l) is
in
eith
er a
“pl
astic
” or
“liq
uid”
sta
te o
f so
il co
nsis
tenc
y. P
ullin
g th
e re
spec
tive
impl
emen
ts l
egs
thro
ugh
the
soil
whe
n it
is o
verly
moi
st o
nly
resu
lts in
the
“slic
ing
and
smea
ring”
of t
he m
ater
ial o
r ad
ded
“squ
eezi
ng a
nd c
ompr
essi
on”
inst
ead
of
the
nece
ssar
y fr
actu
ring.
Am
ple
dryi
ng t
ime
is
need
ed f
or a
“rip
pabl
e” s
oil
cond
ition
not
mer
ely
in t
he m
ater
ial
clos
e to
the
sur
face
, bu
t th
roug
hout
the
mat
eria
l lo
cate
d do
wn
to t
he b
otto
m o
f th
e ph
ysic
ally
com
pres
sed
zone
of
the
subs
oil.
The
“poo
r m
an’s
Atte
rber
g fie
ld t
est”
for
soi
l pl
astic
ity i
s a
sim
ple
“han
d-ro
ll” m
etho
d us
ed
for
quic
k, o
n-si
te d
eter
min
atio
n of
whe
ther
or
not
the
moi
stur
e le
vel
of
the
affe
cted
so
il m
ater
ial
is l
ow e
noug
h fo
r: e
ffec
tive
deep
rip
ping
of
subs
oil;
resp
read
ing
of t
opso
il i
n a
fria
ble
stat
e;
and
final
de
com
pact
ion
(dee
p su
bsoi
ling)
. U
sing
a s
ampl
e of
soi
l m
ater
ial
obta
ined
fr
om
the
plan
ned
botto
m
dept
h of
rip
ping
, e.
g.:
20 -
24
inch
es b
elow
exp
osed
su
bsoi
l su
rfac
e,
the
sam
ple
is
hand
ro
lled
betw
een
the
palm
s do
wn
to a
1/8
-inch
dia
met
er
thre
ad.
(Use
the
sam
e te
st f
or s
tore
d to
psoi
l m
ater
ial
befo
re r
espr
eadi
ng o
n th
e si
te.)
If t
he
resp
ectiv
e so
il sa
mpl
e cr
umbl
es
apar
t in
se
gmen
ts n
o gr
eate
r tha
n 3/
8 of
an
inch
long
, by
the
time
it is
rolle
d do
wn
to 1
/8 in
ch d
iam
eter
, it
is l
ow e
noug
h in
moi
stur
e fo
r de
ep r
ippi
ng (
or
tops
oil
repl
acem
ent),
an
d de
com
pact
ion.
C
onve
rsel
y, a
s sh
own
in F
igur
e 5,
if
the
rolle
d sa
mpl
e st
retc
hes
out
in i
ncre
men
ts g
reat
er t
han
3/8
of a
n in
ch lo
ng b
efor
e cr
umbl
ing,
it is
in a
“pl
astic
” st
ate
of so
il co
nsis
tenc
y an
d is
too
wet
for
subs
oil r
ippi
ng (a
s wel
l as t
opso
il re
plac
emen
t) an
d fin
al d
ecom
pact
ion.
Des
ign
Gu
idan
ce
Bey
ond
the
abov
e-no
ted
site
fac
tors
, a
vita
l re
quire
men
t fo
r th
e ef
fect
ive
Dee
p R
ippi
ng a
nd
Dec
ompa
ctio
n (d
eep
subs
oilin
g),
is im
plem
entin
g th
e pr
actic
e in
its d
istin
ct, t
wo-
phas
e pr
oces
s:
1) D
eep
rip th
e af
fect
ed th
ickn
ess
of e
xpos
ed s
ubso
il m
ater
ial (
see
Figu
re 1
0 an
d 11
), ag
gres
sive
ly
frac
turin
g it
befo
re th
e pr
otec
ted
tops
oil i
s rea
pplie
d on
the
site
(see
Fig
ure
12);
and
2) D
ecom
pact
(dee
p su
bsoi
l), s
imul
tane
ousl
y th
roug
h th
e re
stor
ed to
psoi
l lay
er a
nd th
e up
per h
alf
of t
he a
ffec
ted
subs
oil
(Fig
ure
13).
The
seco
nd p
hase
, “d
ecom
pact
ion,
” m
itiga
tes
the
parti
al
reco
mpa
ctio
n w
hich
occ
urs
durin
g th
e he
avy
proc
ess
of to
psoi
l spr
eadi
ng/g
radi
ng. P
rior
to d
eep
rippi
ng a
nd d
ecom
pact
ing
the
site
, all
cons
truct
ion
activ
ity, i
nclu
ding
con
stru
ctio
n eq
uipm
ent a
nd
mat
eria
l sto
rage
, site
cle
anup
and
traf
ficki
ng (F
igur
e 14
), sh
ould
be
finis
hed;
and
the
site
clo
sed
off
to fu
rther
dis
turb
ance
. Lik
ewis
e, o
nce
the
prac
tice
is u
nder
way
and
the
area
’s so
il pe
rmea
bilit
y an
d
6
Fig.
6.
A li
ght d
uty
chis
el im
plem
ent,
not
adeq
uate
for e
ither
the
dee
p rip
ping
or
deco
mpa
ctio
n (d
eep
subs
oilin
g) p
hase
.
rain
fall
infil
tratio
n ar
e be
ing
rest
ored
, a p
olic
y lim
iting
all
furth
er tr
affic
to p
erm
anen
t tra
vel l
anes
is
mai
ntai
ned.
The
othe
r cr
itica
l ele
men
ts, o
utlin
ed b
elow
, are
: usi
ng th
e pr
oper
impl
emen
ts (
deep
, hea
vy-d
uty
rippe
rs a
nd s
ubso
ilers
), an
d am
ple
pulli
ng-p
ower
equ
ipm
ent (
tract
ors)
; and
con
duct
ing
the
prac
tice
at th
e ap
prop
riate
spee
d, d
epth
and
pat
tern
(s) o
f mov
emen
t.
Not
e th
at a
n ap
prop
riate
pla
n fo
r th
e se
para
te p
ract
ice
of e
stab
lishi
ng a
hea
lthy
pere
nnia
l gro
und
cove
r, w
ith d
eep
root
ing
to h
elp
mai
ntai
n th
e re
stor
ed s
oil
stru
ctur
e, s
houl
d be
dev
elop
ed i
n ad
vanc
e. T
his m
ay re
quire
the
assi
stan
ce o
f an
agro
nom
ist o
r lan
dsca
pe h
ortic
ultu
rist.
Impl
emen
tsA
void
the
use
of a
ll un
ders
ize
impl
emen
ts. T
he s
mal
l-to-
med
ium
, lig
ht-d
uty
tool
will
, at b
est,
only
“s
carif
y” t
he u
pper
mos
t su
rfac
e po
rtion
of
the
mas
s of
com
pact
ed s
ubso
il m
ater
ial.
The
term
“c
hise
l plo
w”
is c
omm
only
but
inco
rrec
tly a
pplie
d to
a b
road
ran
ge o
f im
plem
ents
. W
hile
a f
ew
may
be
adap
ted
for
the
mod
erat
e su
bsoi
ling
of n
on-im
pact
ed s
oils
, the
maj
ority
are
less
dur
able
an
d us
ed f
or o
nly
light
er la
nd-f
ittin
g (s
ee F
igur
e 6)
.
Use
a “
heav
y du
ty”
agric
ultu
ral-g
rade
, dee
p rip
per (
see
Figu
res
7,9,
10 a
nd 1
1) fo
r the
firs
t pha
se:
the
late
ral
and
verti
cal
frac
turin
g of
the
mas
s of
exp
osed
and
com
pres
sed
subs
oil,
dow
n an
d th
roug
h, to
the
botto
m o
f im
pact
, prio
r to
the
repl
acem
ent o
f the
tops
oil l
ayer
. (A
ny o
vers
ize
rock
s w
hich
are
upl
ifted
to th
e su
bsoi
l sur
face
dur
ing
the
deep
rip
ping
pha
se a
re p
icke
d an
d re
mov
ed.)
Li
ke th
e he
avy-
duty
cla
ss o
f im
plem
ent f
or th
e fir
st p
hase
, the
dec
ompa
ctio
n (d
eep
subs
oilin
g) o
f Ph
ase
2 is
con
duct
ed w
ith t
he h
eavy
-dut
y ve
rsio
n of
the
dee
p su
bsoi
ler.
Mor
e pr
efer
able
is
the
angl
ed-le
g va
riety
of d
eep
subs
oile
r (sh
own
in F
igur
es 8
and
13)
. It
min
imiz
es th
e in
vers
ion
of th
e su
bsoi
l and
tops
oil l
ayer
s w
hile
late
rally
and
ver
tical
ly fr
actu
ring
the
uppe
r hal
f of t
he p
revi
ousl
y rip
ped
subs
oil l
ayer
and
all
of th
e to
psoi
l lay
er b
y de
liver
ing
a m
omen
tary
, wav
e-lik
e “l
iftin
g an
d sh
atte
ring”
act
ion
up
thro
ugh
the
soil
laye
rs a
s it
is p
ulle
d.
Fig.
7.
One
of s
ever
al v
aria
tions
of a
n ag
ricul
tura
l rip
per.
This
uni
t has
long
, rug
ged
shan
ks m
ount
ed o
n a
stee
l V-f
ram
e fo
r dee
p,
aggr
essi
ve fr
actu
ring
thro
ugh
Phas
e 1.
7
Fig.
8.
A d
eep,
ang
led-
leg
subs
oile
r, id
eal f
or
Phas
e 2
deco
mpa
ctio
n of
afte
r the
tops
oil l
ayer
is
gra
ded
on to
p of
the
rippe
d su
bsoi
l.
Pulli
ng-P
ower
of E
quip
men
tU
se t
he f
ollo
win
g ru
le o
f th
umb
for
tract
or h
orse
pow
er (
hp)
whe
neve
r de
ep r
ippi
ng a
nd
deco
mpa
ctin
g a
sign
ifica
ntly
impa
cted
site
: Fo
r bo
th ty
pes
of im
plem
ent,
have
at l
east
40
hp o
f tra
ctor
pul
l ava
ilabl
e fo
r eac
h m
ount
ed sh
ank/
leg.
Usi
ng th
e ex
ampl
es o
f a 3
-sha
nk a
nd a
5-s
hank
impl
emen
t, th
e re
spec
tive
tract
ors s
houl
d ha
ve 1
20
and
200
hp a
vaila
ble
for
frac
turin
g do
wn
to t
he f
inal
dep
th o
f 20
-to-2
4 in
ches
per
pha
se. F
inal
de
pth
for
the
deep
rip
ping
in P
hase
1 is
ach
ieve
d in
crem
enta
lly b
y a
prog
ress
ive
serie
s of
pas
ses
(see
Dep
th a
nd P
atte
rns
of M
ovem
ent,
belo
w);
whi
le f
or P
hase
2, t
he f
ull o
pera
ting
dept
h of
the
deep
subs
oile
r is a
pplie
d fr
om th
e be
ginn
ing.
The
oper
atin
g sp
eed
for
pulli
ng b
oth
type
s of
im
plem
ent
shou
ld n
ot e
xcee
d 2
to 3
mph
. A
t th
is s
low
and
man
aged
rat
e of
ope
ratin
g sp
eed,
m
axim
um f
unct
iona
l pe
rfor
man
ce i
s su
stai
ned
by th
e tra
ctor
and
the
impl
emen
t per
form
ing
the
soil
frac
turin
g.
Ref
errin
g to
Fig
ure
8, t
he
impl
emen
t is
the
6-le
g ve
rsio
n of
the
dee
p an
gled
-leg
subs
oile
r. Its
tw
o ou
tsid
e le
gs a
re
“cha
ined
up”
so
that
onl
y fo
ur l
egs
will
be
enga
ged
(at t
he m
axim
um d
epth
), re
quiri
ng n
o le
ss t
han
160
hp, (
rath
er t
han
240
hp)
of p
ull.
The
4-w
heel
driv
e, a
rticu
late
d-fr
ame
tract
or i
n Fi
gure
8 is
174
hp.
It w
ill b
e de
com
pact
ing
this
un
obst
ruct
ed,
form
er c
onst
ruct
ion
acce
ss a
rea
sim
ulta
neou
sly
thro
ugh
11 i
nche
s of
rep
lace
d to
psoi
l an
d th
e up
per
12
inch
es
of
the
prev
ious
ly d
eep-
rippe
d su
bsoi
l. In
con
stric
ted
area
s of
Pha
se 1
) Dee
p R
ippi
ng, a
med
ium
-siz
e tra
ctor
with
ade
quat
e hp
, su
ch a
s th
e on
e in
Fi
gure
9 p
ullin
g a
3-sh
ank
deep
rip
per,
may
be
mor
e m
aneu
vera
ble.
Som
e in
dust
rial-g
rade
va
riatio
ns
of
rippi
ng
impl
emen
ts a
re a
ttach
ed t
o po
wer
gra
ders
and
bu
lldoz
ers.
Alth
ough
hig
hly
dura
ble,
the
y ar
e ge
nera
lly
not
reco
mm
ende
d.
Typi
cally
, th
e sh
anks
or
“tee
th”
of th
ese
rippe
rs a
re to
o sh
ort
and
stou
t; an
d th
ey a
re m
ount
ed to
o fa
r apa
rt to
ac
hiev
e th
e w
ell-d
istri
bute
d ty
pe o
f la
tera
l an
d ve
rtica
l fr
actu
ring
of
the
soil
mat
eria
ls
nece
ssar
y to
re
stor
e so
il pe
rmea
bilit
y an
d in
filtra
tion.
In
addi
tion,
the
pow
er g
rade
rs a
nd
bulld
ozer
s, as
pul
lers
, are
far l
ess
man
euve
rabl
e fo
r tur
ns a
nd p
atte
rns t
han
the
tract
or.
Fig.
9.
This
med
ium
trac
tor i
s pul
ling
a 3-
shan
k de
ep ri
pper
. The
seve
rely
com
pact
ed
cons
truct
ion
acce
ss c
orrid
or is
nar
row
, and
the
120
hp tr
acto
r is m
ore
man
euve
rabl
e fo
r Pha
se
1 de
ep ri
ppin
g (s
ubso
il fr
actu
ring)
, her
e.
8
Dep
th a
nd P
atte
rns o
f Mov
emen
tA
s pre
viou
sly
note
d bo
th P
hase
1 D
eep
Rip
ping
thro
ugh
sign
ifica
ntly
com
pres
sed,
exp
osed
subs
oil
and
Phas
e 2
Dec
ompa
ctio
n (d
eep
subs
oilin
g) th
roug
h th
e re
plac
ed to
psoi
l and
upp
er s
ubso
il ne
ed
to b
e pe
rfor
med
at m
axim
um c
apab
le d
epth
of e
ach
impl
emen
t. W
ith a
n im
plem
ent’s
gui
de w
heel
s at
tach
ed,
som
e ha
ve a
“no
rmal
” m
axim
um o
pera
ting
dept
h of
18
inch
es,
whi
le o
ther
s m
ay g
o de
eper
. In
man
y si
tuat
ions
, how
ever
, the
trac
tor/i
mpl
emen
t ope
rato
r m
ust f
irst r
emov
e th
e gu
ide
whe
els
and
othe
r no
n es
sent
ial e
lem
ents
fro
m th
e im
plem
ent.
This
ada
pts
the
rippe
r or
the
deep
su
bsoi
ler
for
skill
ful p
ullin
g w
ith it
s fr
ame
only
a f
ew in
ches
abo
ve s
urfa
ce, w
hile
the
shan
ks o
r le
gs, f
ract
ure
the
soil
mat
eria
l 20-
to-2
4 in
ches
dee
p.
Ther
e m
ay b
e co
nstru
ctio
n si
tes w
here
the
dept
h of
the
expo
sed
subs
oil’s
com
pres
sion
is m
oder
ate,
e.
g.:
12 in
ches
, rat
her t
han
deep
. Th
is c
an b
e ve
rifie
d by
usi
ng a
¾ in
ch c
one
pene
trom
eter
and
a
shov
el t
o te
st t
he s
ubso
il fo
r its
lev
el o
f co
mpa
ctio
n, i
ncre
men
tally
, ev
ery
thre
e in
ches
of
incr
easi
ng d
epth
. O
nce
the
full
thic
knes
s of
the
subs
oil’s
com
pact
ed z
one
is fi
nally
“pi
eced
” an
d th
ere
is a
sig
nific
ant d
rop
in th
e ps
i mea
sure
men
ts o
f the
soi
l pen
etro
met
er, t
he d
epth
/thic
knes
s of
co
mpa
ctio
n is
det
erm
ined
. Th
is is
repe
ated
at s
ever
al re
pres
enta
tive
loca
tions
of t
he c
onst
ruct
ion
site
. If
the
thic
knes
s of
the
site
’s s
ubso
il co
mpa
ctio
n is
ver
ified
as,
for e
xam
ple,
ten
inch
es, t
hen
the
Phas
e 1
Dee
p R
ippi
ng c
an b
e co
rres
pond
ingl
y re
duce
d to
the
impl
emen
t’s m
inim
um o
pera
ble
dept
h of
12
inch
es.
How
ever
, the
Pha
se 2
sim
ulta
neou
s D
ecom
patio
n (s
ubso
iling
) of
an
11 in
ch
thic
k la
yer
of r
epla
ced
tops
oil a
nd th
e up
per
subs
oil s
houl
d ru
n at
the
subs
oilin
g im
plem
ents
ful
l op
erat
ing
dept
h.
Typi
cally
, th
ree
sepa
rate
ser
ies
(pat
tern
s) a
re u
sed
for
both
the
Pha
se 1
Dee
p R
ippi
ng a
nd t
he
Phas
e 2
Dec
ompa
ctio
n on
sig
nific
antly
com
pact
ed s
ites.
For
Pha
se 1
, eac
h se
ries
begi
ns w
ith a
m
oder
ate
dept
h of
rip
and,
by
repe
at-p
ass,
cont
inue
s unt
il fu
ll de
pth
is re
ache
d. P
hase
2 a
pplie
s the
fu
ll de
pth
of D
ecom
patio
n (s
ubso
iling
), fr
om th
e be
ginn
ing.
Ever
y se
para
te se
ries (
patte
rn) c
onsi
sts o
f par
alle
l, fo
rwar
d-an
d-re
turn
runs
, with
eac
h p
rogr
essi
ve
Fig.
11.
A re
peat
run
of th
e 3-
shan
k rip
per
alon
g th
e sa
me
patte
rned
pas
s are
a as
Fig
. 9;
here
, inc
rem
enta
lly re
achi
ng 1
8 of
the
need
ed
22in
ches
ofsu
bsoi
lfra
ctur
e.
Fig.
10.
An
early
pas
s with
a 3
-sha
nk d
eep
rippe
r pen
etra
ting
only
8 in
ches
into
this
w
orks
ite’s
seve
rely
com
pres
sed
subs
oil.
9
pass
of
the
impl
emen
t’s le
gs o
r sh
anks
eve
nly
stag
gere
d be
twee
n th
ose
from
the
prev
ious
pas
s.
This
com
pens
ates
for
the
sha
nk o
r le
g-sp
acin
g on
the
im
plem
ent,
e.g.
, w
ith 2
4-to
-30
inch
es
betw
een
each
sha
nk o
r le
g.
The
stag
gere
d re
turn
pas
s en
sure
s la
tera
l an
d ve
rtica
l fr
actu
ring
actu
ated
eve
ry 1
2 to
15
inch
es a
cros
s the
den
sely
com
pres
sed
soil
mas
s.
Lar
ge, U
nobs
truc
ted
Are
as
For l
arge
r eas
y ar
eas,
use
the
stan
dard
pat
tern
s of m
ovem
ent:
The
firs
t ser
ies
(pat
tern
) of p
asse
s is
app
lied
leng
thw
ise,
par
alle
l with
the
long
est
spre
ad o
f th
e si
te;
grad
ually
pro
gres
sing
acr
oss
the
site
’s w
idth
, w
ith e
ach
succ
essi
ve p
ass.
The
sec
ond
serie
s ru
ns o
bliq
uely
, cr
ossi
ng t
he f
irst
serie
s at
an
angl
e of
abou
t 45
degr
ees.
The
third
ser
ies
runs
at r
ight
ang
le (o
r 90
degr
ees)
, to
the
first
ser
ies
to c
ompl
ete
th
e fr
actu
ring
and
shat
terin
g on
sev
erel
y co
mpa
cted
site
s, an
d av
oid
leav
ing
larg
e un
brok
en b
lock
s of c
ompr
esse
d so
il m
ater
ial.
(In
certa
in
inst
ance
s, th
e th
ird se
ries
may
be
optio
nal,
depe
ndin
g on
how
tho
roug
hly
the
first
tw
o se
ries
loos
en t
he
mat
eria
l and
elim
inat
e la
rge
chun
ks/b
lock
s of m
ater
ial a
s ver
ified
by
test
s with
a ¾
-in
ch c
one
pene
trom
eter
.)
Cor
rido
rsIn
lon
g co
rrid
ors
of l
imite
d w
idth
and
les
s m
aneu
vera
bilit
y th
an l
arge
r si
tes,
e.g.
: al
ong
com
pact
ed a
reas
use
d as
tem
pora
ry c
onst
ruct
ion
acce
ss, a
mod
ified
ser
ies
of p
atte
rn p
asse
s ar
e us
ed.
Firs
t, ap
ply
the
sam
e in
itial
leng
thw
ise,
par
alle
l ser
ies o
f pas
ses d
escr
ibed
abo
ve.
Fig.
12.
Mod
erat
ely
dry
tops
oil i
s bei
ng
repl
aced
on
the
affe
cted
site
now
that
Pha
se 1
de
ep ri
ppin
g of
the
com
pres
sed
subs
oil i
s co
mpl
ete.
Fig.
13.
The
sam
e de
ep, a
ngle
d-le
g su
bsoi
ler
show
n in
Fig
. 7 is
eng
aged
at m
axim
um
dept
h fo
r Pha
se 2
, dec
ompa
ctio
n (d
eep
soili
ng),
of th
e re
plac
ed to
psoi
l and
the
uppe
r su
bsoi
l mat
eria
ls.
10
Fig.
15.
The
sam
e si
te a
s Fig
. 14
afte
r dee
p rip
ping
of t
he e
xpos
ed su
bsoi
l, to
psoi
l re
plac
emen
t, de
com
pact
ion
thro
ugh
the
tops
oil a
nd u
pper
subs
oil a
nd fi
nal s
urfa
ce
tilla
ge a
nd re
vege
tatio
n to
mai
ntai
n so
il pe
rmea
bilit
y an
d in
filtra
tion.
A s
econ
d se
ries
of p
asse
s m
akes
a b
road
“S”
sha
ped
patte
rn o
f rip
s, co
ntin
ually
and
grad
ually
alte
rnat
ing
the
“S”
curv
es b
etw
een
oppo
site
edg
es i
nsid
e th
e
com
pact
ed c
orrid
or.
The
thi
rd a
nd f
inal
ser
ies
agai
n us
es t
he b
road
, al
tern
atin
g S
patte
rn,
but
it is
“f
lip-f
lopp
ed”
to c
ontin
ually
cro
ss t
he p
revi
ous
S pa
ttern
alo
ng t
he c
orrid
or’s
cent
erlin
e. T
his
fina
l se
ries
of
the
S pa
ttern
cur
ves
bac
k a
long
the
edg
e ar
eas
skip
ped
by th
e se
cond
serie
s.
Mai
nte
nan
ce a
nd
Cos
t
Onc
e th
e tw
o-ph
ase
prac
tice
of D
eep
Rip
ping
and
Dec
ompa
tion
is c
ompl
eted
, tw
o ite
ms
are
esse
ntia
l for
mai
ntai
ning
a s
ite’s
soi
l por
osity
and
per
mea
bilit
y fo
r inf
iltra
tion.
The
y ar
e: p
lant
ing
and
mai
ntai
ning
the
appr
opria
te g
roun
d co
ver
with
dee
p ro
ots
to m
aint
ain
the
soil
stru
ctur
e (s
ee
Figu
re 1
5); a
nd k
eepi
ng th
e si
te fr
ee o
f tra
ffic
or o
ther
wei
ght l
oads
.
Not
e th
at s
ite-s
peci
fic c
hoic
e of
an
appr
opria
te v
eget
ativ
e gr
ound
-cov
er s
eed
mix
, inc
ludi
ng th
e pr
oper
see
ding
rat
io o
f on
e or
mor
e pe
renn
ial s
peci
es w
ith a
dee
p ta
proo
t sys
tem
and
the
prop
er
amou
nt o
f lim
e an
d so
il nu
trien
ts (
ferti
lizer
mix
) ad
apte
d to
the
soil-
need
s, ar
e ba
sic
to th
e fin
al
prac
tice
of l
ands
capi
ng,
i.e:
surf
ace
tilla
ge,
seed
ing/
plan
ting/
ferti
lizin
g an
d cu
lti-p
acki
ng o
r m
ulch
ing
is a
pplie
d. T
he "
mai
nten
ance
" of
an
effe
ctiv
ely
deep
-rip
ped
and
deco
mpa
cted
are
a is
ge
nera
lly l
imite
d to
the
suc
cess
ful
pere
nnia
l (lo
ng-te
rm)
land
scap
e gr
ound
cov
er;
as l
ong
as n
o w
eigh
t-bea
ring
forc
e of
soil
com
pact
ion
is a
pplie
d.
Fig.
14.
The
seve
rely
com
pact
ed so
il of
a
tem
pora
ry c
onst
ruct
ion
yard
use
d da
ily b
y he
avy
equi
pmen
t for
four
mon
ths;
show
n be
fore
dee
p rip
ping
, top
soil
repl
acem
ent,
and
deco
mpa
ctio
n.
11
The
Dee
p R
ippi
ng a
nd D
ecom
pact
ion
prac
tice
is,
by n
eces
sity
, m
ore
exte
nsiv
e th
an p
erio
dic
subs
oilin
g of
far
mla
nd.T
he c
ost
of d
eep
rippi
ng a
nd d
ecom
pact
ing
(dee
p su
bsoi
ling)
, will
var
y ac
cord
ing
to t
he d
epth
and
sev
erity
of
soi
l-mat
eria
l co
mpr
essi
on
and
the
rel
ativ
e am
ount
of
tract
or
and
impl
emen
t tim
e th
at
is
requ
ired.
In
so
me
inst
ance
s, de
pend
ing
on
open
m
aneu
vera
bilit
y, tw
o-to
-thre
e ac
res
of c
ompa
cted
pro
ject
are
a m
ay b
e de
ep-r
ippe
d in
one
day
. In
othe
r situ
atio
ns o
f mor
e se
vere
com
pact
ion
and
- or l
ess
man
euve
rabi
lity,
as
little
as
one
acre
may
be
ful
ly r
ippe
d in
a d
ay. G
ener
ally
, if
the
Phas
e 1)
Dee
p R
ippi
ng is
ful
ly e
ffec
tive,
the
Phas
e 2)
D
ecom
pact
ion
shou
ld b
e co
mpl
eted
in 2
/3 to
3/4
of t
he ti
me
requ
ired
for P
hase
1.
Usi
ng th
e ex
ampl
e of
two
acre
s of
Pha
se 1
) D
eep
Rip
ping
in o
ne d
ay, a
t $18
00 p
er d
ay, t
he n
et
cost
is $
900
per a
cre.
If th
e Ph
ase
2) D
ecom
pact
ing
or d
eep
subs
oilin
g ta
kes
3/4
the
time
as P
hase
1,
it c
osts
$67
5 pe
r ac
re f
or a
com
bine
d to
tal o
f $1
575
per
acre
to c
ompl
ete
the
prac
tice
(thes
e fig
ures
do
not i
nclu
de th
e co
st o
f the
sep
arat
e pr
actic
e of
tops
oil s
tripp
ing
and
repl
acem
ent).
Due
to
the
man
y va
riabl
es, i
t mus
t be
reco
gniz
ed th
at c
ost w
ill b
e de
term
ined
by
the
spec
ific
cond
ition
s or
con
stra
ints
of t
he si
te a
nd th
e av
aila
bilit
y of
pro
per e
quip
men
t.
12
Res
ourc
es
Publications:
American
Societyof
AgriculturalE
ngineers.1971.CompactionofAgriculturalSoils.ASA
E.
Brad
y,N.C.,an
dR.R.
Weil.2002.TheNatureandPropertiesofSoils.13thed.P
earson
Education,
Inc.
Baver,L.D.1948.SoilPhysics.John
Wiley&Sons.
Carpa
chi,N.1987(1995fifth
printin
g).ExcavationandGradingHandbook,Revised.2nded.C
rafts
man
Book
Com
pany
Ellis,B
.(Ed
itor).1997.
Safe
&Ea
syLa
wnCare:
TheCom
pleteGuide
toOrgan
icLo
wMaintenan
ceLa
wn.
Hou
ghtonMifflin
.
Harpstead
,M.I.,T
.J.Saue
r,an
dW.F.B
ennett.
2001.SoilScienceSimplified.4
thed.Iow
aStateUniversity
Press.
Magdo
ff,F.,
and
H.v
anEs.
2000.BuildingSoils
forBetterCrops.2nded.S
ustainable
Agricultural
Networks
McC
arthy,
D.F.1993.EssentialsofSoilMechanicsandFoundations,BasicGeotechnics4thed.R
egents/Prentice
Hall.
Plaster,E.J.1992.SoilScience&Management.3rded.D
elmar
Publishers.
Union
Gas
Limite
d,Ontario,Can
ada.
1984.RehabilitationofAgriculturalLands,DawnKerwoodLoop
Pipeline;TechnicalReport.
Ecolog
ical
Services
forPlan
ning
,Ltd.;R
obinson,
Merritt&
Devries,
Ltd.
andSm
ith,H
offm
anAssociates,Ltd.
USDepartm
ento
fAgriculture
incoop
erationwith
CornellUniversity
AgriculturalE
xperim
entStation.
Various
years.SoilSurveyof(variousnames)County,NewYork.U
SDA.
InternetAccess:
Exam
ples
ofim
plem
ents:
VRipp
ers.
Accessb
yinternetsearch
ofJohnDeereAgNewEquipmentfor915(la
rger
fram
emod
el)V
Rippe;
and,for913
(smallerfram
emod
el)VRipper.Deep,
angled
legsubsoiler.
Accessby
internet
search
of:BighamBrothersShearBoltParatillSubsoiler.
http
://s
ales
man
ual.d
eere
.com
/sal
es/s
ales
man
ual/e
n_N
A/pr
imar
y_til
lage
/200
8/fe
atur
e/rip
pers
/915
v_pa
tter
n_fr
ame.
htm
l?sb
u=a
g&lin
k=pr
odca
t La
stvisitedMarch
08.
Soils
data
ofUSD
ANatural
Resources
Con
servation
Service.
NRCSWeb
SoilSurvey.
http://websoilsurvey.nrcs.usda.go
v/ap
p/an
dUSDANRCSOfficialSoilSeriesDescriptions;View
byName.http://ortho.ftw
.nrcs.usda
.gov
/cgi
bin/osd/osdn
ame.cgi.LastvisitedJan.08.
Soil
penetrom
eter
inform
ation.
Accessby
internet
searches
of:DiagnosingSoilCompactionusinga
Penetrometer(soilcompactiontester),PSUExtension;
aswellasDickeyjohnSoilCompactionTester.
http
://w
ww
.dic
key-
john
prod
ucts
.com
/Soi
lCom
pact
ionT
est.
and
http
://c
rops
oil.p
su.e
du/E
xten
sion
/Fac
ts/u
c178
pdfLa
stvisitedSept.07
Stormwater Pollution Prevention Plan Batista Southeast Dunkin’ Appendix F-1
Chazen Job Number: 81625.00 The Chazen Companies
POST CONSTRUCTION INSPECTIONS AND MAINTENANCE
1. SITE COVER
a. Inspections
Site cover and associated structures and embankments should be inspected periodically for the first few months following construction and then on a biannual basis. Site inspections should also be performed following all major (i.e., intense storms, thunder storms, cloud burst, etc.) storm events. Items to check for include (but are not limited to):
i. Differential settlement of embankments, cracking or erosion.
ii. Lack of vigor and density of grass turf.
iii. Accumulation of sediments or litter on lawn areas, paved areas, or within catch basin sumps.
iv. Accumulation of pollutants, including oils or grease, in catch basin sumps.
v. Damage or fatigue of storm sewer structures or associated components.
b. Mowing and Sweeping
Vegetated areas and landscaping should be maintained to promote vigorous and dense growth. Lawn areas should be mowed at least three times a year (more frequent mowing may be desired for aesthetic reasons). Resultant yard waste shall be collected and disposed of off-site.
Paved areas should be swept at least twice a year. Additional sweeping may be appropriate in the early spring for removal of deicing materials
c. Debris and Litter Removal
Accumulation of litter and debris should be removed during each mowing or sweep operation.
d. Structural Repair or Replacement
Components of the system which require repair or replacement should be addressed immediately following identification.
e. Catch Basins
The frequency for cleanout of catch basin sumps will depend on the efficiency of mowing, sweeping, and debris and litter removal. Sumps should be cleaned when accumulation of sediments are within six inches of the catch basin outlet pipe.
Disposal of material from catch basins sumps, drainage manholes, and trench drains shall be in accordance with local, state, and federal guidelines.
Stormwater Pollution Prevention Plan Batista Southeast Dunkin’ Appendix F-2
Chazen Job Number: 81625.00 The Chazen Companies
f. Grassed Swales
Swale maintenance will include periodic mowing, occasional spot reseeding and weed control to keep grass cover dense and vigorous. Resultant yard waste shall be collected and disposed of off-site. Application of fertilizers and pesticides should be restricted or limited.
g. Rip-rap Dissipation structures
Rip-rap used to dissipate energy from pipe outfalls shall be cleaned or replaced when it becomes overburdened with silt or sediment.
h. Winter Maintenance
To prevent impacts to storm water management facilities, the following winter maintenance limitations, restrictions, or requirements are recommended:
i. Remove snow and ice from inlet structures, basin inlet and outlet structures and away from culvert end sections.
ii. Snow removed from paved areas should not be piled at inlets/outlets of the storm water management basin.
iii. Use of deicing materials should be limited to sand and “environmentally friendly” chemical products. Use of salt mixtures should be kept to a minimum.
iv. Sand used for deicing should be clean, course material free of fines, silt, and clay.
v. Materials used for deicing should be removed during the early spring by sweeping and/ or vacuuming.
Service Layer Credits: USGS The NationalMap: National Boundaries Dataset, 3DEP
Date:
Scale:
Project:
Figure:
Drawn:
58
62
65
54
312
22
0 2,000 4,0001,000Feet
1 in = 2,000 ft
RL-B
12/11/2018
81625.00
1
Batista Southeast Dunkin Donuts
USGS Location Map
1617 State Route 22, Town of Southeast - Putnam County, NYENGINEERS
LAND SURVEYORSPLANNERS
ENVIRONMENTAL & SAFETY PROFESSIONALSLANDSCAPE ARCHITECTS
Dutchess County Office:21 Fox Street, Poughkeepsie, NY 12601Phone: (845) 454-3980
North Country Office:20 Elm St, Suite 110Glens Falls, NY 12801Phone: (518) 812-0513
LegendProject Area
Capital District Office:547 River Street, Troy, NY 12180Phone: (518) 273-0055
Service Layer Credits:
Date:
Scale:
Project:
Figure:
Drawn:
312
22
PnB
PnC
RdB
0 60 12030Feet
1 inch = 60 feet
RL-B
12/11/2018
81625.00
4
Batista Southeast Dunkin Donuts
Soils Map
1617 State Route 22, Town of Southeast - Putnam County, NYENGINEERS
LAND SURVEYORSPLANNERS
ENVIRONMENTAL & SAFETY PROFESSIONALSLANDSCAPE ARCHITECTS
Dutchess County Office:21 Fox Street, Poughkeepsie, NY 12601Phone: (845) 454-3980
North Country Office:20 Elm St, Suite 110Glens Falls, NY 12801Phone: (518) 812-0513
LegendProject AreaTax Parcels
Mapunit Symbol, Mapunit NamePnB : Paxton fine sandy loam, 2 to8 percent slopes
PnC : Paxton fine sandy loam, 8 to15 percent slopesRdB : Ridgebury loam, 3 to 8percent slopes
Capital District Office:547 River Street, Troy, NY 12180Phone: (518) 273-0055
2
Service Layer Credits:
Date:
Scale:
Project:
Figure:
Drawn:
0 1,800 3,600900Feet
1 in = 1,800 ft
RL-B
12/11/2018
81625.00
7
Batista Southeast Dunkin Donuts
NYSOPRHP Cultural ResourceInformation System (CRIS) Map
1617 State Route 22, Town of Southeast - Putnam County, NYENGINEERS
LAND SURVEYORSPLANNERS
ENVIRONMENTAL & SAFETY PROFESSIONALSLANDSCAPE ARCHITECTS
Dutchess County Office:21 Fox Street, Poughkeepsie, NY 12601Phone: (845) 454-3980
North Country Office:20 Elm St, Suite 110Glens Falls, NY 12801Phone: (518) 812-0513
LegendProject AreaNational Register Building SitesSurvey ArchaeologyConsultation ProjectsArcheologically Sensitive Areas
Capital District Office:547 River Street, Troy, NY 12180Phone: (518) 273-0055
3
Service Layer Credits:
Date:
Scale:
Project:
Figure:
Drawn:
0 800 1,600400Feet
1 in = 800 ft
RL-B
12/11/2018
81625.00
6
Batista Southeast Dunkin Donuts
NYSDEC Environmental Resource Map
1617 State Route 22, Town of Southeast - Putnam County, NYENGINEERS
LAND SURVEYORSPLANNERS
ENVIRONMENTAL & SAFETY PROFESSIONALSLANDSCAPE ARCHITECTS
Dutchess County Office:21 Fox Street, Poughkeepsie, NY 12601Phone: (845) 454-3980
North Country Office:20 Elm St, Suite 110Glens Falls, NY 12801Phone: (518) 812-0513
LegendProject AreaState Regulated FreshwaterWetlandsState Regulated WetlandCheckzoneNatural Communities Near ThisLocationRare Plants or Animals
Capital District Office:547 River Street, Troy, NY 12180Phone: (518) 273-0055
4
“ ”
Office Locations:
Proud to be Employee Owned
Hudson Valley Office:
North Country Office:
Capital District Office: Tennessee Office:
CHAZEN ENGINEERING, LAND SURVEYING LANDSCAPE ARCHITECTURE, CO., D.P.C.
Westchester NY Office:Civil Engineers
Land Surveyors
Planners
Environmental & Safety Professionals
Landscape Architects
Transportation Planners & Engineers
BATISTA SOUTHEAST DUNKIN'
TOWN OF SOUTHEAST, PUTNAM COUNTY, NEW YORK
EROSION CONTROL LEGEND:
EROSION & SEDIMENT CONTROL PLAN:
PRIOR TO CONSTRUCTION
C150
Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care
800-962-7962www.digsafelynewyork.com
Dig Safely.New York
NO PARKING - LOADING AREAP
RO
PO
SE
D 1 S
TO
RY
DU
NK
IN
D
ON
UT
S
8
9
EROSION CONTROL LEGEND:
EROSION & SEDIMENT CONTROL PLAN
DURING CONSTRUCTION
C151
“ ”
Office Locations:
Proud to be Employee Owned
Hudson Valley Office:
North Country Office:
Capital District Office: Tennessee Office:
CHAZEN ENGINEERING, LAND SURVEYING LANDSCAPE ARCHITECTURE, CO., D.P.C.
Westchester NY Office:Civil Engineers
Land Surveyors
Planners
Environmental & Safety Professionals
Landscape Architects
Transportation Planners & Engineers
BATISTA SOUTHEAST DUNKIN'
TOWN OF SOUTHEAST, PUTNAM COUNTY, NEW YORK
Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care
800-962-7962www.digsafelynewyork.com
Dig Safely.New York