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SWPPP REV 1-16-18 STORMWATER POLLUTION PREVENTION PLAN FOR HARBOR FREIGHT TOOLS 871 US Route 9 Town of Queensbury Warren County,New York Prepared For: Queensburywood, LLC 1529 Western Avenue Albany, NY 12203 November 15, 2017 Revised January 16, 2018 Project No. 4917A Prepared By: Joseph J. Bianchine,P.E. ABD Engineers, LLP 411 Union Street Schenectady,NY 12305 (518) 377-0315 STORMWATER POLLUTION PREVENTION PLAN HARBOR FREIGHT TOOLS 871 US Route 9 Town of Queensbury Warren County, New York TABLE OF CONTENTS ITEM PAGE 1.0 SITE DESCRIPTION................................................................................................3 2.0 CONTROLS..............................................................................................................6 3.0 TIMING OF CONTROLS/MEASURES ..................................................................9 4.0 CERTIFICATIONS OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS .............................................................................12 5.0 MAINTENANCE/INSPECTION PROCEDURE...................................................13 6.0 INVENTORY FOR POLLUTION PREVENTION PLAN: SPILL PREVENTION.............................................................................................14 7.0 LONG TERM POST-CONSTRUCTION INSPECTION AND MAINTENANCE....................................................................................................18 8.0 POLLUTION PREVENTION PLAN CERTIFICATION......................................21 9.0 OWNERS CERTIFICATION.................................................................................22 10,0 CONTRACTORS CERTIFICATION.....................................................................23 APPENDICES EXHIBIT I- SITE LOCATION MAP & SOIL INFORMATION APPENDIX A- SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY APPENDIX B- MS4 ACCEPTANCE FORM,NOTICE OF INTENT (NOI),NOTICE OF TERMINATION (NOT) FORM APPENDIX C- EROSION AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS APPENDIX D- SWPPP DOCUMENTS APPENDIX E- GEOTECHNICAL REPORT ABD Engineers,LLP 2 Harbor Freight Tools 9917A-SWPPP 871 US Route 9 STORMWATER POLLUTION PREVENTION PLAN HARBOR FREIGHT TOOLS 871 US Route 9 Town of Queensbury Warren County,New York 1.0 SITE DESCRIPTION 1.1 PROTECT NAME AND LOCATION HARBOR FREIGHT TOOLS 871 US Route 9 Town of Queensbury Warren County, New York 1.2 OWNER NAME AND ADDRESS Queensburywood, LLC 1529 Western Avenue Albany,NY 12203 - — 1.3 PLANS AND REPORTS Plans and additional reports to be used in conjunction with this Stormwater Pollution Prevention Plan(SWPPP) are as follows: Plans entitled"Harbor Freight Tools, 871 US Route 9", prepared by ABD Engineers, LLP, dated November 15, 2017, as revised. ■ Stormwater Management Report for"Harbor Freight Tools, 871 US Route 9"prepared by ABD Engineers, LLP, 411 Union Street, Schenectady,NY 12305, dated November 15, 2017, as revised. 1.4 DESCRIPTION: (PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES) The Owner/Applicant is proposing to develop a 2.14±acre parcel located at 871 US Route 9 in the town of Queensbury, Warren County,New York(see Exhibit 1). The site is bordered on the north by Walmart, on the south by Pizza Hut, on the east by Route 9, and on the west by residential homes. The Owner/Applicant is proposing to construct a 16,000± square foot retail building, associated pavernent, utilities, and storn7water management area for water quality treatment utilizing Green RBD Engineers,LLP 3 Harbor Freight Tools 49.178-SWPPP 871 US Route 9 Infrastructure Techniques. Access to the site will be provided from Route 9. According to the Warren County NRCS, the primary hydrologic soil group is Type A loam fine sand. The existing site drains east towards Route 9 and enters the existing storm system. Soil disturbing activities include cuts and fills to produce suitable grades for construction of the referenced components. Installation of utilities will require trench excavation and backfilling. An area of about 2.2nL acres will be disturbed during construction. 1.5 STORMWATER MANAGEMENT See Stormwater Management Report. I.SA STORMWATER MANAGEMENT&PLANNING PER CHAPTER 3&4 OF THE NYSDEC STORMWATER MANAGEMENT DESIGN MANUAL AUGUST 2015 a. Site planning to preserve natural features and reduce impervious cover; The development is mainly limited to the flatter and non-wooded areas. Impervious surfaces included in the proposed project are building rooftop, concrete sidewalks, and asphalt parking. Infiltration is used to recharge the groundwater as in the pre-development condition. b. Calculation of the Water Quality Volume for the Site; The water quality volume calculation has been provided in the referenced stonnwater management report and meets NYSDEC stonnwater regulations. The water quality volume has been provided based on RRV due to the soils and topography of the site. The onsite soil type is sandy Type A, which allows for the use of infiltration practices. c. Incorporation of Green Infrastructure Techniques and Standard SMP's with Runoff Reduction Volume (RRv) Capacity; Stormwater from the developed area will be treated through the use of infiltration and meets WQv and RRV requirements. The design utilizes subsurface infiltrator chambers which will detain and treat runoff. d. Design of Volume and Peak Rate Control Practices; This project meets or exceeds NYSDEC stormwater regulations. Calculations and further discussions are attached to the stonnwater management report prepared for this project, Stormwater draining to the infiltrator chambers will be treated and will infiltrate. ABD.Engineers,LLP 4 Harbor Freight Tools 4917A-SWPPP 871 US Route 9 1.6 SEQUENCE OF MAJOR ACTIVITIES The following is the general sequence of construction that will occur on the site: 1.61 Site Preparation. Silt fence will be installed all along the descending slopes of the limits of grading and at any other location where siltation may occur. The silt fence shall remain in place until all areas being served are stabilized. A temporary construction entrance shall be established to capture mud and debris from construction vehicles before they enter public roads. Clearing and earth disturbance shall be limited to that necessary to install temporary sediment control measures. 1.62 Rough Grading.Trees and other vegetation will be removed from areas to be disturbed. Some topsoil stripping and stockpiling will take place to be used later in landscaped areas. Earthmoving to grade the site to approved finish grades may then occur. Any additional required silt fence will be installed. There shall not be more than five (5) acres of disturbed soil at any one time without prior written approval from the Department of Environmental Conservation. 1.63 Building Site Preparation. The location of the building will be graded to establish the finished floor elevation. The construction of the building will occur concurrently with the remaining site work. 1.64 Utility Installation. Water, sewer, utilities, and drainage facilities will be installed once subgrades are established and fills are compacted. Inlet protection measures shall be installed once stone drains have been completed. 1.65 Paving. Driveway and parking will be paved. 1.66 Landscaping. Topsoil will be spread on areas to be landscaped and areas will be planted/seeded in accordance with the plans. All disturbed areas must be stabilized. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within fourteen (14) days from the date the current soil disturbance activity ceased. 1.7 NAME OF RECEIVING WATERS The nearest surface body of water is the Halfway Creek, Stormwater from the proposed site infiltrates and recharges groundwater onsite. ARD Engineers,LLP 5 Harbor Freight Tools 4917,4-'WPPP 871 Ug Route 9 2.0 CONTROLS 2.1 EROSION AND SEDIMENT CONTROLS. STABILIZATION PRACTICES. Disturbed areas within the limits of grading will be stabilized by planting/seeding and mulching. Where seeding stabilization is needed, perennial rye grass applied at a rate of 150 pounds per acre may be used. All seeded areas are then to be mulched using straw mulch at a rate of 2 ton per acre. If anchoring of the straw mulch is needed, wood fiber mulch may then be applied at a rate of 500 pounds per acre. 2.2 STRUCTURAL PRACTICES. Silt fence or straw bale dikes will be placed on the downhill side of exposed slopes and trenches before clearing or excavation take place. The silt fence shall be Amoco 1380 geotextile fabric, or equal, attached to 2"x2"minimum wooden stakes as per manufacturer's recommendations as shown on the "Erosion and Sediment Control Details". It shall remain and be inspected and maintained until the site is stabilized. Maintenance shall be performed as needed, and sediment material removed when"bulges" develop in the silt fence. Inspections of the straw bale dikes shall be frequent, and repair replacements shall be made promptly as needed. Silt barriers will also be installed in the flow line of drainage channels and ditches. Erosion control barriers will be supplemented as necessary during construction and will be maintained throughout the duration of site construction activity by the Contractor. Runoff will be directed away from excavated areas, and temporary swales will be installed with a minimum grade of one percent. Stabilization shall occur as soon as practicable. Watering of excavation and fill areas to minimize wind erosion during construction should be accomplished as required. Stabilization in areas where soil disturbance has temporarily or permanently ceased must be initiated by the end of the next business day and completed within 14 days. During winter construction from November 15 to the following April 1, the application of soil stabilization measures should be initiated by the end of the next business day and completed within three (3) days, in areas where soil disturbance activity has temporarily or permanently ceased. At any location where surface runoff from disturbed or graded areas may flow off the construction area,temporary sediment control measures must be installed to prevent sediment from traveling off site. No grading, filling, or other disturbance is allowed within existing drainage swales. ABD Engineers,LLP 6 Harbor Freight Tools 4917A-SWPPP 871 USRoute 9 At the end of each workday during earthwork, operators shall grade all areas to temporary detention trap(s). Temporary and permanent detention traps shall be dewatered after all rainfall events if captured water does not infiltrate within 24 hours after the end of rainfall. Traps should be dewatered to sediment bags located in relatively level areas, preferably undisturbed areas of native vegetation. At no time shall a trap be dewatered directly to a stream or wetland. Every 7-calendar day, a qualified inspector will inspect all erosion control measures employed during construction activities to measure proper performance. The inspection will include taking digital photos of all E&SC measures needing corrective action as well as digital photos with date stamp of the corrected work. Any points of stormwater discharge from the site are also to be observed during the site inspections and condition reported. In areas where construction would take place in"wet soils", curtain drains or subsurface drainage will be installed to de-water the soils. Construction vehicle traffic will be directed so as to avoid steep slopes and areas to remain vegetated to the maximum extent practicable. The Contractor will be held responsible for any soil exposure and/or erosion that occurs outside the defined limits of work and haul roads, and will immediately install erosion control measures and stabilize disturbed areas. Furthermore, any fines that could arise as a result of improper implementation of this Stormwater Pollution Prevention Plan (SWPPP) will be the responsibility of the Contractor. Only the owner or his designated representative will have the authority to authorize Contractor- requested disturbance beyond the limits on these plans. Any applicant- authorized changes will require signatory certification using the form in this Stormwater Pollution Prevention Plan. To prevent sediment-laden water from entering the storm drain system through the inlets, all catch basins will be protected by the"fabric barrier drop inlet protection"practice until the drainage areas sewed by these catch basins are stabilized. The fabric barrier shall be inspected after each rain event and repairs made as needed. Sediment shall be removed as necessary and disposed of properly. Sandbag trench plugs will be placed in sloping open trenches during installation of utilities. Locate temporary topsoil stockpiles in areas, which do not receive direct runoff from swales or streams. The temporary topsoil stockpiles shall be protected with diversion swales if necessary. Locate temporary topsoil stockpile areas beyond proposed grading activities. ABD Engineers,LLP 7 Harbor Freight Tools 4917,1-SWPPP 871 US Route 9 To minimize erosion potential, enclose temporary topsoil stockpile areas with silt fenclllg. Seed temporary topsoil stockpile areas to reduce erosion if stored for prolonged periods. All temporary and permanent detention and sediment traps, and all drainage swales will be kept free of debris and litter, and the vegetation should be maintained to allow unobstructed flow of stormwater. Any slopes or embankments, which have damaged vegetation,will be reseeded as necessary. All grass swale areas will be mowed so as to facilitate unobstructed flow of stonnwater. 2.3 OTHER CONTROLS 2.31 Waste Disposal 2.311 Waste Materials: All waste materials generated during site preparation and construction will be disposed of at a suitable landfill, transfer station or C &D landfill. The contractors shall inspect for and have litter picked up on a daily basis. 2.312 Hazardous Waste The project will not be a generator of hazardous waste and it is not anticipated that any hazardous waste will be generated during construction. if there are any materials generated, a licensed hazardous waste carrier will be contracted to dispose of the hazardous material at a suitable disposal site. If hazardous materials are discovered during construction, the work will be stopped until the issue is resolved. 2.313 Sanitary Waste Portable sanitary facilities will be made available to construction personnel and will be serviced regularly. 2.32 Offsite Vehicle Tracking. Earthwork equipment involved with the construction will remain on the project site and will not regularly egress or ingress the site, Any trucks used to bring in materials or AAD Engineers,LLP 8 Harbor Freight Too Is 4917A-SWPPP 871 USRoute 9 remove materials will do so over a stabilized construction entrance so as to capture mud and debris before they enter the public highway. The stabilized construction entrance shall be 50 feet minimum in length by 24 feet minimuin in width. Typar 3401, or equal, filter cloth will be placed over the entire area prior to the placement of 6 inches of 2" stone. The entrance shall be maintained in a condition that will prevent tracking, or flowing of sediment onto public rights- of-way. This may require periodic top dressing with additional stone as conditions.demand. Periodic inspection and needed maintenance shall be provided after each rain. If significant off-site vehicle tracking begins to occur,the contractor will be directed to institute a regular street sweeping program in the vicinity of the site. 3.0 TIMING OF CONTROLS/MEASURES Prior to commencement of construction activity, Owner or operator must identify the contractor(s) and subcontractor(s) that will be responsible for installing, constructing, repairing, replacing, inspecting and maintaining the erosion and sediment control practices within this SWPPP. Temporary structural erosion controls will be installed prior to earthwork as per the aforementioned plans. The Owner shall have a qualified inspector conduct an assessment of the site prior to the commencement of construction, and certify in an inspection report that the appropriate erosion and sediment controls described in this SWPPP have been adequately installed or impleimented to ensure overall preparedness of the site for the commencement of construction. The Owner shall maintain a record of all inspection reports in a site logbook. The site logbook shall be maintained on site and made available upon request. Prior to the conunencement of construction,the Owner shall certify in the site logbook that the SWPPP meets all federal, state and local erosion and sediment control requirements. The Owner shall also prepare and submit to the local governing body and any other authorized agency having jurisdiction or regulatory control over the construction activity during which coverage under the permit exists. The summary should address the status of achieving each component of the SWPPP. The summary shall be certified, signed, retained on site, and made available to the Department of Environmental Conservation and/or any local agency having jurisdiction. ABD Engineers,LLP 9 Harbor Freight Tools 4917,4-SWPPP 871 US Route 9 Signatory Requirements—All NOIs,MOTs, SWPPPs,reports, certifications or information required by this permit or submitted pursuant to this permit, shall be signed as follows: 1. All NOIs and NOTs shall be signed as follows: a. For a corporation; by (1) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person authorized to and who performs similar policy or decision-making functions for the corporation; or(2)the manager of one or more manufacturing, production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25,000,000 (in second-quarter 1980 dollars) if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship: by a general partner or the proprietor,respectively: or c. For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking elected official. For purposes of this section, a principal executive officer of a Federal agency includes (1) the chief executive officer of the agency, or(2) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency(e.g., Regional Administrators of EPA). 2, The SWPPP and all reports required by the permit and other information requested by the Department or local agency shall be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if a. The authorization is made in writing by a person described above and submitted to the Department. b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of manager, operator, superintendent, or position of equivalent responsibility or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be named individual or any individual occupying a named position). c. Certification—Except for NOIs and NOTs, any person signing documents in accordance with this Part shall make the following certification: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who .SBD Engineers,LLP 10 Harbor Freight Tools 4917A-SWPPP 871 US Route 9 manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law." Structural erosion controls and non-stabilized areas shall be inspected every 7- calendar day by a qualified inspector. Copies of the Weekly lnspection Form shall be completed in full for every inspection performed. Completed inspection forms shall be retained on site and copies to the Town MS4. To prevent sediment-laden water from entering the storm drain system through the inlets, all catch basins will be protected by the "fabric barrier drop inlet protection"practice until the drainage areas served by these catch basins are stabilized. The fabric barrier shall be inspected after each rain event and repairs grade as needed. Sediment shall be removed as necessary and disposed of properly. All temporary sediment traps shall be pumped out within 24 hours of the end of all rainfall events if storinwater has not drained or infiltrated. Temporary erosion control devices will not be removed until the growth of vegetation or other erosion control measures stabilizes the area served. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within fourteen (14) days from the date the current soil disturbance activity ceased. The Owner and Contractor shall retain copies of the Storinwater Pollution Prevention Plan, all reports, and data for a minimum of five years following final stabilization of the site. During construction of the project, all inspection,maintenance, and repair procedures as stated in this Stornwater Pollution Prevention Plan are the ultimate responsibility of The Owner, his heirs or assigns. All temporary measures that were installed in accordance with this Stormwater Pollution Prevention Plan shall remain the ultimate responsibility of The Owner, his heirs or assigns until such time as all areas being served are stabilized. Only after this stabilization occurs may these temporary measures be removed. A site can be considered finally stabilized when all soil disturbing activities have been completed and a uniform peremual vegetative cover with a density of 80% for the unpaved areas and areas not covered by permanent structures has been established or equivalent permanent stabilization measures have been established, and the ARD Engineers,LLP 11 Harbor Freight Tools 4917.4-SWPPP 871 USRoute 9 facility no longer discharges stormwater associated with construction activities, and a Notice of Termination(NOT) fonn has been filed by the Owner(s) with the NYSDEC. This filing tenninates coverage under the General Pen-nit and terminates the Contractor's responsibility to implement the SWPPP,but the requirements of the SWPPP, including periodic inspections, must be continued until the NOT is filed. The long term post-construction inspection,maintenance, and repair procedures as stated in this Storinwater Pollution Prevention Plan will be performed by the Owner, his heirs or assigns. The Owner,his heirs or assigns will have the ultimate responsibility of the long- term maintenance, and repair procedures for all of the entire stormwater system as shown on the plans. An operations and maintenance manual for the Stormwater Management Control Practices will be given to The Owner,his heirs or assigns, which will include the inspection checklist from the"New York State Stormwater Management Design Manual." 4.0 CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS The Owner has petitioned the NYSDEC for the stormwater discharges during construction at this site to be covered by the SPDES General Permit for Construction Activity for the State of New York. A Notice of Intent (NOI) (using the fonn required by the federal, state, and/or local permitting agency) to be covered under this permit has been filed by the Owner. The SWPPP inust be prepared prior to submittal of the NOI form. The Contractor is a co-permittee with the owner. The NYSDEC requires that certifications of knowledge of the contents of this SWPPP and agreement to follow the SWPPP be made by the Owner and the Contractor. The terns of the General Permit also require that each Contractor sign. the SWPPP, thereby making thein co-permittees and acluiowledging their responsibility for certain operational aspects of the plan. These certifications should be signed before the Contractor begins activities and should be filed with the site's SWPPP at the jobsite. These certifications are provided within this document. The Stormwater Pollution Prevention Plan was prepared in accordance with the New York State Department of Environmental Conservation SPDES General Permit for Stornwater Discharges from Construction Activities that are classified as "Associated with Construction Activity"pursuant to Article 17, Titles 7, 8 and Article 70 of the Environmental Conservation Law. This SPDES General Permit implements the Federal Clean Water Act pertaining to stonnwater discharges. Construction will begin only after the requirements of SEQRA are met and local permits issued. ABD Engineers,LLP 12 Harbor Freight Tools 4917 -SWPPP 871 US Route 9 The Contractor will obtain copies of any and all local and state regulations, which are applicable to stornwater management, erosion control, and pollution minimization at this job site and will comply fully with such regulations. The Contractor will submit written evidence of such compliance if requested by the Owner or any agent of a regulatory body. The Contractor will comply with all conditions of the NYSDEC General Permit for Construction Activities, including the conditions related to Maintaining the Stormwater Pollution Prevention Plan (SWPPP) and evidence of compliance with the SWPPP at the job site, and allowing regulatory personnel access to the job site and to records in order to determine compliance. 5.0 MAINTENANCEIINSPECTION PROCEDURES 5.1 EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES These are the inspections and maintenance practices that will be used to maintain erosion and sediment controls: ■ A trained individual, appointed by the Contractor's construction manager, will supervise day to day activities on the site during soil disturbing activities. A qualified inspector, appointed by the Owner, will make at least one weekly inspection every 7-calandar days of erosion control devices, as well as inspections with site photographs. ■ All measures will be maintained in good working order and be fully operational. If repair is necessary, it will be initiated within 24 hours of discovery, ■ A qualified inspector must look for evidence of the soil erosion on the site,potential of pollutants entering drainage systems, problems at discharge points (such as turbidity in receiving water), and signs of soil and mud transport from the site to the public road at the entrance. ■ Silt fence maintenance shall be performed as needed, and sediment material removed when "bulges"develop in the silt fence, ■ Built up sediment will be removed from silt fence and straw bales if it ever reaches one-third the height of the structural control. ■ Silt fence will be inspected for depth of sediment, tears,to see if the fabric is securely attached to the fence posts, and to see that the fence posts are firmly in the ground. • All temporary sediment traps should be Inspected for stability and integrity once a week and after any storm event. Any structural failure in sediment traps or trenches that serve them will be repaired within 24 hours after detection. ABD Engineers,LLP 13 Harbor Freight Tools 4917A-SWPPP 871 US Route 9 • All temporary sediment traps shall be pumped dry after all rainfall events that cause water to accumulate. Basins shall be dewatered to an undisturbed upland area. ■ All temporary sediment traps shall be cleaned out when one half the design depth of the trap has accumulated. All spoils shall be removed to a stabilized upland area. ■ The"fabric barrier drop inlet protection", put in at all catchbasins to keep sediment from entering the storm drain system, shall be inspected after each rain event and repairs made as needed. Sediment shall be removed as necessary and disposed of properly. ■ Stabilized construction entrance inspection and needed maintenance shall be provided after each rain. ■ The trained individual shall inspect for and have litter picked up on a daily basis. ■ Where seeding stabilization is needed,perennial ryegrass applied at a rate of 150 pounds per acre may be used. All seeded areas are then to be mulched using straw mulch at a rate of 2 ton per acre. If anchoring of the straw mulch is needed, wood fiber mulch may then be applied at a rate of 500 pounds per acre. ■ Seeded and planted areas will be inspected for bare spots, washouts and healthy growth. If necessary, replanting, reseeding or sodding will be implemented. ■ A maintenance inspection report will be made after each inspection. A copy of the report form to be completed by the inspector is attached. Reports should be compiled and maintained on site. 5.2 NON-STORMWATER DISCHARGES Any water collected in excavated areas will be pumped to a sediment bag located in an upland area or a sediment trap. All temporary sediment traps will be dewatered to sediment bags. Once the material is dewatered, sediment will be removed to an upland area. 6.0 INVENTORY FOR POLLUTION PREVENTION PLAN: SPILL PREVENTION 6.1 MATERIAL MANAGEMENT PRACTICES The following are the material management practices that will be used to reduce the risk of spills or other accidental exposure of materials and substances to stone water runoff. ABD Engineers,LLP 14 Harbor Freight Tools 4917.4-SWPPP 871 USRoute 9 6.11 Good Housekeeping The following good housekeeping practices will be followed onsite during the construction project: • An effort will be made to store only enough product required to do the job. • All materials stored onsite will be stored in a neat, orderly manner in their appropriate containers, and if possible, under a roof or other enclosure. • Products will be kept in their original containers with the original manufacturer's label. ■ Substances will not be mixed with one another unless recommended by the manufacturer, ■ Whenever possible, all of a product will be used up before disposal. ■ Manufacturer's recommendations for proper use and disposal will be followed. The trained individual will inspect daily to ensure proper use and disposal of materials onsite. The contractor shall prohibit washing of tools, equipment and machinery in or within 100 feet of any watercourse or wetland and install sediment traps to filter runoff from washing operations that could enter any watercourse. 6.12 Hazardous Products These practices are used to reduce the risks associated with hazardous materials; ■ Products will be kept in original containers unless they are not resealable. ■ Original labels and material safety data sheets will be retained; they contain important product information. • If surplus product must be disposed of, manufacturers' or local and State recommended methods for proper disposal will be followed, 6.2 PRODUCT SPECIFIC PRACTICES The following product specific practices will be followed onsite: 6.21 Petroleum Products ■ Construction personnel should be made aware that emergency telephone numbers are located in this SWPPP ■ The contractor shall immediately contact NYSDEC in the event of a spill, and shall take all appropriate steps to contain RBD Engineers,LLP 15 Harbor Freight Tools 4917A-SWPPP 871 US Route 9 the spill including constructing a dike around the spill and placing absorbent material over this spill. ■ The contractor shall instruct personnel that spillage of fuels, oils, and similar chemicals must be avoided. • Fuels, oils and chemicals will be stored in appropriate and tightly capped containers. Containers shall not be disposed of on the project site. • Store fuels, oils, chemicals, material and equipment and locate sanitary facilities away from trees and at least 100 feet from streams, wells, wet areas, and other environmentally sensitive sites. r Dispose of chemical containers and surplus chemicals off the project site in accordance with label directions. ■ Use tight connections and hoses with appropriate nozzles in all operations involving fuels, lubricating materials or chemicals. • Use funnels when pouring fuels, lubricating materials or chemicals. ■ Refueling and cleaning of construction equipment will take place from access roads, in staging areas along roadside areas whenever practical to provide rapid response to emergency situations. ■ All onsite vehicles will be monitored for leaks and receive regular preventative maintenance to reduce the chance of leakage. Any vehicle leaking fuel or hydraulic fuel will be immediately_ removed from the site. 6.22 Fertilizer Fertilizer will be stored in original containers and on pallets. Proper delivery scheduling will minimize storage time. Any damaged containers will be repaired immediately upon discovery and any released fertilizer recovered to the fullest extent practicable. 6.23 Paints All containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the storm water or wastewater system,but will be properly disposed of according to manufacturers' instructions or State and local regulations. 6.24 Concrete Trucks Concrete trucks will not be allowed to wash out or discharge surplus concrete or drum wash water on the site except in a designated upland area. Concrete truck washout will not be allowed to discharge into waters or wetlands at any time. ABD Engineers,LLP 16 Harbor Freight Tools 49174-SWPPP 871 US Route 9 6.25 Asphalt Trucks Asphalt trucks shall not discharge surplus asphalt on the site. 6.3 SPILL CONTROL PRACTICES In addition to the good housekeeping and material management practices discussed in the previous sections of this plan, the following practices will be implemented for spill prevention and cleanup: ■ Manufacturer's recommended methods for spill cleanup will be clearly posted and site persomael will be made aware of the procedures and the location of the information and cleanup supplies. Any spill in excess or suspected to be in excess of two gallons will be reported to the NYSDEC Spill Response Unit.Notification to NYSDEC (1-500-457- 7362) must be completed within two hours of the discovery of the spill. ■ Materials and equipment necessary for spill cleanup will be kept in the material storage area onsite. Equipment and materials will include but not be limited to: absorbent pads,brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for this purpose. 0 All spills will be cleaned up immediately after discovery. ■ The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with spilled substance. ■ Spills of toxic or hazardous material will be reported to the appropriate State or local government agency, regardless of the size. ■ The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring, and how to clean up the spill if there is another one. A description of the spill, what caused it, and the cleanup measures will also be included. ■ The contractor/trained individual will be the spill prevention and cleanup coordinator. He will designate at least three other site personnel who will receive spill prevention and cleanup training. These individuals will each become responsible for a particular phase of prevention and cleanup. The names of responsible spill personnel will be posted in the material storage area on the onsite construction office or trailer. ■ A Spill Response Report is contained in the SWPPP Documents. .4BD Engineers,LLP 17 Harbor Freight Tools 4917 -SWPPP 871 USRotile 9 7.0 LONG TERM POST-CONSTRUCTION INSPECTION AND MAINTENANCE After the site is completely stabilized, inspections will be performed at least twice a year (after the spring thaw and in the fall). Inspections shall also occur after major rain events. All swales and stormwater management systems will be inspected on a regular basis, Sediments will be pumped out and/or removed based on the monthly inspection. It will be the responsibility of The Owner,his heirs or assigns, for documenting these inspections and clean out work on the Structural Inspection and Maintenance Report Form. Post-construction regularly scheduled inspections and maintenance will be necessary to ensure the permanent structural features, such as the stormwater management chambers and the conveyance system components,remain optimally functional and continue to reduce the risk of sediment loading of surface water bodies. The Owner shall overtake responsibility of inspecting and maintaining drainage and erosion control features over the lifetime of the structures and stormwater components. Maintenance personnel, employed by the Owner, must be aware of the SWPPP and should be trained to recognize signs that stabilization measures may not be performing optimally or are failing. The inspection of on-site stabilization measures will become part of routine preventative maintenance practiced by the Owner and his employees. Inspection and maintenance should be performed as described below. Inspection Overall Site Inspection The overall site, embankments, and vegetation should be inspected regularly after every major rain event and at least twice a year (after the spring thaw and in the fall). The inspection should include but are not limited to: 1, Density and condition of vegetation and ground cover. 2. Erosion, differential settlement or cracking of embankment. 3. Bulging or sliding of toe of embankments. 4. Sedimentation of on-site or downstream water bodies. 5. Sedimentation of culverts or swales. 6. Sedimentation of lawn areas, paved areas. 7. Accumulation of pollutants, including oils or grease. 8. Damage of fatigue of storm associated components. ABD Engineers,LLP 18 Harbor Freight Tools 4917ASWPPP 871 US Route 9 Maintenance Overall Site Maintenance Maintenance vegetative and structural measures for soil protection is necessary to keep the storm water system functioning properly. Maintenance should occur on a regular basis and should include but is not limited to: Seasonal Maintenance 1. Vegetated areas should be maintained to promote vigorous and dense growth. Lawn areas should be mowed at least three times a year but may require more frequent mowings depending on the growth rate. 2. Paved areas should be swept at least twice a year and in the early spring for removal of deicing materials. 3. Accumulation of litter and debris should be removed during each snowing or sweep operation. 4. Structural components of the storm system should be addressed iminediately following identification. 5. Cleanout of accumulated sediments and debris should occur. 6. Signs of scour should be repaired. Weeds and brush growth should controlled as needed. 7. Sediment buildup within the pretreatment area is removed when 25%of the volume has been exceeded. Winter Maintenance 1. Remove snow and ice away from culvert end sections. 2. Use of deicing materials should be limited to sand and environmentally friendly chemical products. Use of salt mixtures should be kept to a minimum. 3. Sand used for deicing should be clean, course material free of fines, silt, and clay. 4. Materials used for deicing should be removed during the early spring by sweeping and/or vacuuming. Stormwater Management Facility Maintenance 1. Side slope, embankments, inlets and overflow spillways should be mowed at least three times a year but may require more frequent mowings depending on the growth rate. 2. Accumulation of litter and debris should be removed during each mowing or sweep operation. 3. Structural components of the system which require repair or replacement should be addressed immediately following identification. ABD Engineers,LLP 19 Harbor Freight Tools 4917A-SWPPP 871 USRoute 9 4. Storinwater management areas should be monitored periodically for sediment accumulation.. Sediments should be removed after inlets/outlets become clogged or restricted, or when 12 inches has accumulated. 5. Spillways should be cleared of obstructions. 6. Inlet/outlet riprap damage due to scour be repaired. 7. Storinwater Management Facility shall be inspected and maintained at a minimum. as specified in the NYSDEC Stormwater Management Design Manual. ABD Engineers,LLP 20 Harhor Freight Tools 4917A-SWPPP 871 US Route 9 8.0 POLLUTION PREVENTION PLAN CERTIFICATION Y certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the infonnation, the information submitted is,to the best of my knowledge and belief,true, accurate and complete. 1 ani aware that false state x e herein are punishable as a Class A misdemeano ursuant to Secti n 210.45 fthe Penal La gyp , 3. 131,1 0 Signed: G . Name: Jose J. i clx e _ m Title: Pr fessional i e B Enizineers. L cA Date: ABD Engineers, LLP 21 Harbor Freight Tools 49174-SWPPP 871 USRoule 9 9.0 OWNER'S CERTIFICATION HARBOR FREIGHT TOOLS 871 US Route 9 Town of Queensbury Warren County, New York I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is,to the best of my knowledge and belief, true, accurate and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. The Owner also certifies that all appropriate stonnwater control measures will be in place before commencement of construction of any segment of the project that requires such measures. Signature: Name (printed): Company Name: Address: Telephone No: Title/Responsible For: Certification Date: ABD Engineers,LLP 22 Harbor Freight Tools 4917A-SWPPP 871 US Route 9 10.0 CONTRACTOR'S CERTIFICATION NYR Name of Construction Site DEC Permit ID Municipality (MS4) "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" Responsible Corporate Officer/Partner Signature Date Name of above Signatory Name of Company Title of above Signatory Mailing Address Telephone of Company City, State and Zip Identify the specific elements of the SWPPP,the contractor or subcontractor is responsible for: `TRAINED CONTRACTOR' FOR THE CERTIFIED CONTRACTOR OR SUBCONTRACTOR Name of Trained Employee Title of Trained Employee NYSDEC SWT# ABD Engineers,LLP 23 Harhor Freight Tools 49I7A-SWPPP 871 USRouie 9 EXHIBIT 1 SITE LOCATION MAP & SOIL INFORMATION 44 ✓:: ` SSA11Y&r'' eaI�144sR rw - w�ffgK 3 �6` ' NM s r ✓- '_: «.:-, Wean=3 percerlgc - �.'TFiadUPl!» ` i _,t 3�s✓� El y i, .......... LT ✓ �" $ilaYiexi7tn iahq'.M al ppm ick o-u § illi an � O� HiRr _ E}14J1 di�6(��➢ilE� Soil Map—Warren County,New York � 43°20'4"N 43°2014"N 9 it W � i t til i e 43"19'59"N 43-19'58"N 3 3 Map Scale:1:603 W printed on A portrait(6.5'x 11")sheet $ N 0 10 20 40 60 etzrs 0 35 70 140 210o Map praoWow Web Mercator Comer coordinates:WGS64 LrSpA, Natural Resources Web Soil Survey 111912017 Conservation Service National Cooperative Soil Survey Page 1 of 3 h M v- o n L a} N O O q :Fz ri i0 7�° ¢ �O U O 8 - 2 O C d N-0 ti b N N —_�E ¢CL U)U ro O G y'� co C5 O m E N C U_ a5 p S �, m',b77'- E N ,O O Z E a) 'O¢. f6 m N '6 Q.m e V O N 0 m � F c� om °gym � Yh y .� aci w N NOS z 7� a a X05 ca CL(t3 L U N O a) p 0.N ! Z E2 ° a 15 ° - S° +- ° - 3 c ¢ 8 m6QE LL a) ami � c7 c voyJ v� c � ° a� N ° E � +c � Z .0 _p C,E �L W ^�- 2' '4 0 - CL uOj m E'c E C },'m6 V3'� �_ N � N a D 'D E} - 'p ,p O a N a) LY.07 N °." 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D-' fn fn f7 U) UR 0 yy � N 3 �6 O ZU Soil Map—Warren County,New York Map Unit Legend . . _... lbf ®r A! �y I i O " HnB Hinckley cobbly sandy loam,3 1.1 42.9% to 8 percent slopes Oac Oakville loamy fine sand,8 to 1.4 67.1% 15 percent slopes Totals for Area of Interest 2.5 100.0% S� Natural Resources Web Soil Survey 111912017 conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description:Hinckley cobbly sandy loam,3 to S percent slopes---Warren County, New York Warren County, New York HnB—Hinckley cobbly sandy loam, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 9xwv Elevation: 0 to 1,000 feet Mean annualprecipitation: 37 to 46 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 110 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Hinckley and similar soils: 80 percent Minor components: 20 percent Estimates aro based on observations, descriptions, and transects of the mapunit. Description of Hinckley Setting Landform: Deltas, outwash plains, terraces Landform position (two-dimensional): Summit Landform position (three-dimensional): Tread Down-slope shape: Convex Across-slope shape: Convex Parent material. Sandy and gravelly glaciof[uvial deposits derived principally from granite, gneiss, and schist Typical profile Oi-0 to 1 inches: slightly decomposed plant material H2- 1 to 5 inches: cobbly sandy loam H3-5 to 28 inches: very gravelly loamy sand H4-28 to 64 inches: stratified very gravelly sand Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low (about 3.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Hydric soil rating: No 115pA Natural Resources Web Soil Survey 11/9/2017 Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Hinckley cobbly sandy loam,3 to 8 percent slopes---Warren County, New York Minor Components Castile Percent of map unit. 5 percent Hydric soil rating: No Palms Percent of map unit. 5 percent Landform: Marshes, swamps Hydric soil rating: Yes Wareham Percent of map unit: 3 percent Hydric soil rating: No Unnamed soils Percent of map unit: 3 percent Wareham Percent of map unit: 2 percent Landform: Depressions Hydric soil rating: Yes Pits,sand, gravel Percent of map unit' 2 percent Hydric soil rating: Unranked Data Source Information Soil Survey Area: Warren County, New York Survey Area Data: Version 17, Oct 8, 2017 USpA Natural Resources Web Soil Survey 11!9/2017 �1 Conservation Service National Cooperative Soil Survey Page 2 of 2 Map Unit Description:Oakville loamy fine sand,8 to 15 percent slopes---Warren County,New York Warren County, New York OaC—Oakville loamy fine sand, 8 to 15 percent slopes Map Unit Setting National map unit symbol: 9xxf Elevation: 600 to 1,200 feet Mean annual precipitation: 37 to 46 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 110 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Oakville and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Oakville Setting Landform: Deltas, outwash plains, terraces Landform position (two-dimensional): Shoulder Landfonn position (three-dimensional): Tread Down-slope shape: Convex Across-slope shape: Convex Parent materlal: Sandy eolian, beach ridge, or glaciofluvial deposits Typical profile H9 -0 to 8 inches: loamy fine sand H2- 8 to 27 inches: sand H3-27 to 60 inches: sand Properties and qualities Slope: 8 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water(Ksat): High to very high (5.95 to 19.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low (about 4,4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: A Hydric soil rating: No 5� Natural Resources Web Soil Survey 11/9/2017 Conservation Service National Cooperative Soil Survey Page 1 at 2 Map Unit Description:Oakville loamy fine sand,8 to 15 percent slopes---Warren County,New York Minor Components Hinckley Percent of map unit: 5 percent Hydric soil rating: No Elnora Percent of map unit: 5 percent Hydric soil rating: No Data Source Information Soil Survey Area: Warren County, New York Survey Area Data: Version 17, Oct 8, 2017 llSI�A Natural Resources Web Soil Survey 11/g/2017 r� Conservation Service National Cooperative Soil Survey Page 2 of 2 APPENDIX A SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY NE11V YO'R Department of aTATE Of 0 opPPORTUNITY Environmental Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES From CONSTRUCTION ACTIVITY Permit No. GP-0-15-002 Issued Pursuant to Article 17, Titles 7, 8 and Article 70 of the Environmental Conservation Law Effective Date: January 29, 2015 Expiration Date: January 28, 2020 John J. Ferguson Chief Permit Admi trator 1112115 or ed Si nature -t Date Address: NYS DEC Division of Environmental Permits 625 Broadway, 4th Floor Albany, N.Y. 12233-1750 PREFACE Pursuant to Section 402 of the Clean Water Act ("CWA"), stormwater discharges from certain construction activities are unlawful unless they are authorized by a National Pollutant Discharge Elimination System ("NPDES') permit or by a state permit program. New York's State Pollutant Discharge Elimination System C"SPDES') is a NPDES- approved program with permits issued in accordance with the Environmental Conservation Law("ECL'). This general permit ("permit") is issued pursuant to Article 17, Titles 7, 8 and Article 70 of the ECL. An owner or operator may obtain coverage under this permit by submitting a Notice of Intent ("NOI") to the Department. Copies of this permit and the NO1 for New York are available by calling (518) 402-8109 or at any New York State Department of Environmental Conservation ("the Department") regional office (see Appendix G).They are also available on the Department's website at: httr)://www.dec.ny.gov/ An owner or operator of a construction activity that is eligible for coverage under this permit must obtain coverage prior to the commencement of construction activity. Activities that fit the definition of"construction activity', as defined under 40 CFR 122.26(b)(14)(x), (15)(i), and (1 5)(H), constitute construction of a point source and therefore, pursuant to Article 17-0505 of the ECL, the owner or operator must have coverage under a SPDES permit prior to commencing construction activity. They cannot wait until there is an actual discharge from the construction site to obtain permit coverage. *Note: The italicized wordstphrases within this permit are defined in Appendix A. I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES Part I. PERMIT COVERAGE AND LIMITATIONS....................................____..................1 A. Permit Application .................................................................................................1 B. Effluent Limitations Applicable to Discharges from Construction Activities ...........1 C. Post-construction Stormwater Management Practice Requirements........... ........4 D. Maintaining Water Quality.....................................................................................8 E. Eligibility Under This General Permit.....................................................................9 F. Activities Which Are Ineligible for Coverage Under This General Permit..............9 Part II. OBTAINING PERMIT COVERAGE.....................................................................12 A. Notice of Intent (NOI) Submittal ..........................................................................12 B. Permit Authorization............................................................................................13 C. General Requirements For Owners or Operators With Permit Coverage ...........15 D. Permit Coverage for Discharges Authorized Under GP-0-10-001 .......................17 E. Change of Owner or Operator.............................................................................17 Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)...........................18 A. General SWPPP Requirements..........................................................................18 B. Required SWPPP Contents ................................................................................20 C. Required SWPPP Components by Project Type.................................................23 Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS.....................................24 A. General Construction Site Inspection and Maintenance Requirements..............24 B. Contractor Maintenance Inspection Requirements .............................................24 C. Qualified Inspector Inspection Requirements......................................................24 Part V. TERMINATION OF PERMIT COVERAGE...........................................................28 A. Termination of Permit Coverage .........................................................................28 Part VI. REPORTING AND RETENTION OF RECORDS................................................30 A. Record Retention ................................................,..........,....................................30 B. Addresses.................................................................... ......................................30 Part VII. STANDARD PERMIT CONDITIONS.................................................................31 A. Duty to Comply....................................................................................................31 B. Continuation of the Expired General Permit........................................................31 C. Enforcement........................................................................................................31 D. Need to Halt or Reduce Activity Not a Defense...................................................31 E. Duty to Mitigate...................................................................................................32 F. Duty to Provide Information.................................................................................32 G. Other Information ................................................................................................32 H. Signatory Requirements......................................................................................32 I. Property Rights.......................................................................................................34 J. Severability.............................................................................................................34 K. Requirement to Obtain Coverage Under an Alternative Permit...........................34 L. Proper Operation and Maintenance.......................,............................................35 M. Inspection and Entry ...........................................................................................35 N. Permit Actions.....................................................................................................36 0. Definitions ...........................................................................................................36 P. Re-Opener Clause ..............................................................................................36 [I Q. Penalties for Falsification of Forms and Reports.................................................36 R. Other Permits......................................................................................................36 APPENDIXA....................................................................................................................37 APPENDIXB....................................................................................................................44 APPENDIXC .................................................................................................,.............,...46 APPENDIXD .......................................................................,...........................................52 APPENDIXE....................................................................................................................53 I11 (Part 1) Part I. PERMIT COVERAGE AND LIMITATIONS A. Permit Application This permit authorizes stormwater discharges to surface waters of the State from the following construction activities identified within 40 CFR Parts 122.26(b)(14)(x), 122.26(b)(15)(i) and 122.26(b)(1 5)(H), provided all of the eligibility provisions of this permit are met: 1, Construction activities involving soil disturbances of one (1) or more acres; including disturbances of less than one acre that are part of a larger common plan of development or sale that will ultimately disturb one or more acres of land; excluding routine maintenance activity that is performed to maintain the original line and grade, hydraulic capacity or original purpose of a facility; 2. Construction activities involving soil disturbances of less than one (1) acre where the Department has determined that a SPDES permit is required for stormwater discharges based on the potential for contribution to a violation of a water quality standard or for significant contribution of pollutants to surface waters of the State. 3, Construction activities located in the watershed(s) identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. B. Effluent Limitations Applicable to Discharges from Construction Activities Discharges authorized by this permit must achieve, at a minimum, the effluent limitations in Part I.B.1. (a)--(f)of this permit. These limitations represent the degree of effluent reduction attainable by the application of best practicable technology currently available._ 1. Erosion and Sediment Control Requirements- The owner or operator must select, design, install, implement and maintain control measures to minimize the discharge of pollutants and prevent a violation of.the water quality standards. The selection, design, installation, implementation, and maintenance of these control measures must meet the non-numeric effluent limitations in Part I.B.1.(a) — (f) of this permit and be in accordance with the New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005, using sound engineering judgment. Where control measures are not designed in conformance with the design criteria included in the technical standard, the owner or operator must include in the Stormwater Pollution Prevention Plan ("SWPPP") the reason(s) for the deviation or alternative design and provide information 1 (Part I.B.1) which demonstrates that the deviation or alternative design is equivalent to the technical standard. a. Erosion and Sediment Controls. Design, install and maintain effective erosion and sediment controls to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such controls must be designed, installed and maintained to: (i) Minimize soil erosion through application of runoff control and soil stabilization control measure to minimize pollutant discharges; (ii) Control stormwater discharges to minimize channel and streambank erosion and scour in the immediate vicinity of the discharge points; (iii) Minimize the amount of soil exposed during construction activity; (iv) Minimize the disturbance of steep slopes; (v) Minimize sediment discharges from the site; (vi) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas and maximize stormwater infiltration to reduce pollutant discharges, unless infeasible; (vii) Minimize soil compaction, Minimizing soil compaction is not required where the intended function of a specific area of the site dictates that it be compacted; and (viii) Unless infeasible, . preserve a sufficient amount of topsoil to complete soil restoration and establish a uniform, dense vegetative cover. b. Soil Stabilization. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within fourteen (14) days from the date the current soil disturbance activity ceased. For construction sites that directly discharge to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. See Appendix A for definition of Temporarily Ceased, c. Dewatering. Discharges from dewatering activities, including discharges 2 (Part i.B.1.c) from dewatering of trenches and excavations, must be managed by appropriate control measures. d. Pollution Prevention Measures. Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such measures must be designed, installed, implemented and maintained to: (i) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. This applies to washing operations that use clean water only. Soaps, detergents and solvents cannot be used; (ii) Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste and other materials present on the site to precipitation and to stormwater. Minimization of exposure is not required in cases where the exposure to precipitation and to stormwater will not result in a discharge of pollutants, or where exposure of a specific material or product poses little risk of stormwater contamination (such as final products and materials intended for outdoor use) ; and (Iii) Prevent the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures. e. Prohibited Discharges. The following discharges are prohibited: (i) Wastewater from washout of concrete; (ii) Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials; (iii) Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; (iv) Soaps or solvents used in vehicle and equipment washing; and (v) Toxic or hazardous substances from a spill or other release. f. Surface Outlets. When discharging from basins and impoundments, the outlets shall be designed, constructed and maintained in such a manner that sediment does not leave the basin or impoundment and that erosion 3 (Part I.13.1.f) at or below the outlet does not occur. C. Post-construction Stormwater Management Practice Requirements 1. The owner or operator of a construction activity that requires post- construction stormwater management practices pursuant to Part III.C. of this permit must select, design, install, and maintain the practices to meet the performance criteria in the New York State Stormwater Management Design Manual ("Design Manual"), dated January 2015, using sound engineering judgment. Where post-construction stormwater management practices ("SMPs") are not designed in conformance with the performance criteria in the Design Manual, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. 2. The owner or operator of a construction activity that requires post- construction stormwater management practices pursuant to Part III.C. of this permit must design the practices to meet the applicable sizing criteria in Part I.C.2.a., b., c. or d. of this permit. a. Sizing Criteria for New Development (i) Runoff Reduction Volume ("RRv"): Reduce the total Water Quality Volume ("WQv") by application of RR techniques and standard SMPs with RRv capacity. The total WQv shall be calculated in accordance with the criteria in Section 4.2 of the Design Manual. (ii) Minimum RRv and Treatment of Remaining Total WQv: Construction activities that cannot meet the criteria in Part I.C.2.a.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or standard SMP with RRv capacity unless infeasible. The specific site limitations that prevent the reduction of 100% of the WQv shall be documented in the SWPPP. For each impervious area that is not directed to a RR technique or standard SMP with RRv capacity, the SWPPP must include documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the Minimum RRv as calculated using the criteria in Section 4.3 of the Design Manual. The remaining portion of the total WQv 4 (Part I.C.2.a.ii) that cannot be reduced shall be treated by application of standard SMPs. (iii) Channel Protection Volume ("Cpv"): Provide 24 hour extended detention of the post-developed 1-year, 24-hour storm event; remaining after runoff reduction. The Cpv requirement does not apply when: (1) Reduction of the entire Cpv is achieved by application of runoff reduction techniques or infiltration systems, or (2) The site discharges directly to tidal waters, or fifth order or larger streams. (iv) Overbank Flood Control Criteria ("Qp"): Requires storage to attenuate the post-development 10-year, 24-hour peak discharge rate (Qp) to predevelopment rates. The Qp requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. (v) Extreme Flood Control Criteria ("Qf'): Requires storage to attenuate the post-development 100-year, 24-hour peak discharge rate (Qf) to predevelopment rates. The Qf requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. b. Sizing Criteria for New Development in Enhanced Phosphorus Removal Watershed (1) Runoff Reduction Volume (RRv): Reduce the total Water Quality Volume (WQv) by application of RR techniques and standard SMPs with RRv capacity. The total WQv is the runoff volume from the 1-year, 24 hour design - storm over the post-developed watershed and shall be calculated in accordance with the criteria in Section 10.3 of the Design Manual. (ii) Minimum RRv and Treatment of Remaining Total WQv: Construction activities that cannot meet the criteria in Part I.C.2.b.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or 5 (Part I.C.2.b.ii) standard SMP with RRv capacity unless infeasible. The specific site limitations that prevent the reduction of 100%of the WQv shall be documented in the SWPPP. For each impervious area that is not directed to a RR technique or standard SMP with RRv capacity, the SWPPP must include documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the Minimum RRv as calculated using the criteria in Section 10.3 of the Design Manual. The remaining portion of the total WQv that cannot be reduced shall be treated by application of standard SMPs. (iii) Channel Protection Volume (Cpv): Provide 24 hour extended detention of the post-developed 1-year, 24-hour storm event; remaining after runoff reduction. The Cpv requirement does not apply when: (1) Reduction of the entire Cpv is achieved by application of runoff reduction techniques or infiltration systems, or (2) The site discharges directly to tidal waters, or fifth order or larger streams. (iv) 4verbank Flood Control Criteria (Qp): Requires storage to attenuate the post-development 10-year, 24-hour peak discharge rate (Qp) to predevelopment rates. The Qp requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. (v) Extreme Flood Control Criteria (Qf): Requires storage to attenuate the post-development 100-year, 24-hour peak discharge rate (Qf) to predevelopment rates. The Qf requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2)A downstream analysis reveals that overbank control is not required. c. Sizing Criteria for Redevelopment Activity 6 (Part I.C.2.c.i) (i) Water Quality Volume (WQv): The WQv treatment objective for redevelopment activity shall be addressed by one of the following options. Redevelopment activities located in an Enhanced Phosphorus Removal Watershed (see Part 111.6.3. and Appendix C of this permit) shall calculate the WQv in accordance with Section 10.3 of the Design Manual. All other redevelopment activities shall calculate the WQv in accordance with Section 4.2 of the Design Manual. (1) Reduce the existing impervious cover by a minimum of 25% of the total disturbed, impervious area. The Soil Restoration criteria in Section 5.1.6 of the Design Manual must be applied to all newly created pervious areas, or (2) Capture and treat a minimum of 25%of the WQv from the disturbed, impervious area by the application of standard SMPs; or reduce 25% of the WQv from the disturbed, impervious area by the application of RR techniques or standard SMPs with RRv capacity., or (3) Capture and treat a minimum of 75%of the WQv from the disturbed, impervious area as well as any additional runoff from tributary areas by application of the alternative practices discussed in Sections 9.3 and 9.4 of the Design Manual., or (4)Application of a combination of 1, 2 and 3 above that provide a weighted average of at least two of the above methods. Application of this method shall be in accordance with the criteria in Section 9.2.1(B) (IV) of the Design Manual. If there is an existing post-construction stormwater management practice located on the site that captures and treats runoff from the impervious area that is being disturbed, the WQv treatment option selected must, at a minimum, provide treatment equal to the treatment that was being provided by the existing practice(s) if that treatment is greater than the treatment required by options 1 — 4 above. (ii) Channel Protection Volume (Cpv): Not required if there are no changes to hydrology that increase the discharge rate from the project site. (iii) Overbank Flood Control Criteria (Qp): Not required if there are no changes to hydrology that increase the discharge rate from the project site. 7 (Part I.C.2.c.iv) (iv) Extreme Flood Control Criteria (Qf): Not required if there are no changes to hydrology that increase the discharge rate from the project site. d. Sizing Criteria for Combination of Redevelopment Activity and New Development Construction projects that include both New Development and Redevelopment Activity shall provide post-construction stormwater management controls that meet the sizing criteria calculated as an aggregate of the Sizing Criteria in Part I.C.2.a. or b. of this permit for the New Development portion of the project and Part I.C.2.c of this permit for Redevelopment Activity portion of the project. D. Maintaining Water Quality The Department expects that compliance with the conditions of this permit will control discharges necessary to meet applicable water quality standards. It shall be a violation of the ECL for any discharge to either cause or contribute to a violation of wafter quality standards as contained in Parts 700 through 705 of Title 6 of the Official Compilation of Codes, Rules and Regulations of the State of New York, such as: 1. There shall be no increase in turbidity that will cause a substantial visible contrast to natural conditions; 2. There shall be no increase in suspended, colloidal or settleable solids that will cause deposition or impair the waters for their best usages; and 3. There shall be no residue from oil and floating substances, nor visible oil film, nor globules of grease. If there is evidence indicating that the stormwater discharges authorized by this permit are causing, have the reasonable potential to cause, or are contributing to a violation of the water quality standards; the owner or operator must take appropriate corrective action in accordance with Part IV.C.5. of this general permit and document in accordance with Part IV.C.4. of this general permit. To address the water quality standard violation the owner or operator may need to provide additional information, include and implement appropriate controls in the SWPPP to correct the problem, or obtain an individual SPDES permit. If there is evidence indicating that despite compliance with the terms and conditions of this general permit it is demonstrated that the stormwater discharges authorized by this permit are causing or contributing to a violation of water quality standards, or 8 (Part I.D) if the Department determines that a modification of the permit is necessary to prevent a violation of water quality standards, the authorized discharges will no longer be eligible for coverage under this permit. The Department may require the owner or operator to obtain an individual SPDES permit to continue discharging. E. Eligibility Under This General Permit �. This permit may authorize all discharges of stormwater from construction activity to surface waters of the State and groundwaters except for ineligible discharges identified under subparagraph F. of this Part. 2. Except for non-stormwater discharges explicitly listed in the next paragraph, this permit only authorizes stormwater discharges from construction activities. :3, Notwithstanding paragraphs E.9 and E.2 above, the following non- stormwater discharges may be authorized by this permit: discharges from firefighting activities; fire hydrant flushings; waters to which cleansers or other components have not been added that are used to wash vehicles or control dust in accordance with the SWPPP, routine external building washdown which does not use detergents; pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used; air conditioning condensate; uncontaminated groundwater or spring water; uncontaminated discharges from construction site de-watering operations; and foundation or footing drains where flows are not contaminated with process materials such as solvents. For those entities required to obtain coverage under this permit, and who discharge as noted in this paragraph, and with the exception of flows from firefighting activities, these discharges must be identified in the SWPPP. Under all circumstances, the owner or operator must still comply with water quality standards in Part LD of this permit. 4. The owner or operator must maintain permit eligibility to discharge under this permit. Any discharges that are not compliant with the eligibility conditions of this permit are not authorized by the permit and the owner or operator must either apply for a separate permit to cover those ineligible discharges or take steps necessary to make the discharge eligible for coverage. P. Activities Which Are Ineligible for Coverage Under This General Permit All of the following are not authorized by this permit: 9 I (Park LF) 1„ Discharges after construction activities have been completed and the site has undergone final stabilization; 2. Discharges that are mixed with sources of non-stormwater other than those expressly authorized under subsection E.3. of this Part and identified in the SWPPP required by this permit; 3. Discharges that are required to obtain an individual SPDES permit or another SPDES general permit pursuant to Part VII.K. of this permit; 4. Construction activities or discharges from construction activities that may adversely affect an endangered or threatened species unless the owner or operator has obtained a permit issued pursuant to 6 NYCRR Part 182 for the project or the Department has issued a letter of non-jurisdiction for the project. All documentation necessary to demonstrate eligibility shall be maintained on site in accordance with Park II.C.2 of this permit. 5, Discharges which either cause or contribute to a violation of water quality standards adopted pursuant to the ECL and its accompanying regulations; 6. Construction activities for residential, commercial and institutional projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA-s; and b. Which disturb one or more acres of land with no existing impervious cover; and c. Which are undertaken on land with a Soil Slope Phase that is identified as an E or F, or the map unit name is inclusive of 25% or greater slope, on the United States Department of Agriculture ("USDA") Soil Survey for the County where the disturbance will occur. 7. Construction activities for linear transportation projects and linear utility projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA-s; and b. Which disturb two or more acres of land with no existing impervious cover; and c. Which are undertaken on land with a Soil Slope Phase that is identified as an E or F, or the map unit name is inclusive of 25% or greater slope, on the USDA Soil Survey for the County where the disturbance will occur. 10 (Part I.F.8) 8, Construction activities that have the potential to affect an historic property, unless there is documentation that such impacts have been resolved. The following documentation necessary to demonstrate eligibility with this requirement shall be maintained on site in accordance with Part II.C.2 of this permit and made available to the Department in accordance with Part VII.F of this permit: a. Documentation that the construction activity is not within an archeologically sensitive area indicated on the sensitivity map, and that the construction activity is not located on or immediately adjacent to a property listed or determined to be eligible for listing on the National or State Registers of Historic Places, and that there is no new permanent building on the construction site within the following distances from a building, structure, or object that is more than 50 years old, or if there is such a new permanent building on the construction site within those parameters that NYS Office of Parks, Recreation and Historic Preservation (OPRHP), a Historic Preservation Commission of a Certified Local Government, or a qualified preservation professional has determined that the building, structure, or object more than 50 years old is not historically/archeologically significant. ■ 1-5 acres of disturbance - 20 feet ■ 5-20 acres of disturbance - 50 feet ■ 20+ acres of disturbance - 100 feet, or b. DEC consultation form sent to OPRHP, and copied to the NYS DEC Agency Historic Preservation Officer (APO), and (i) the State Environmental Quality Review (SEAR) Environmental Assessment Form (EAF) with a negative declaration or the Findings Statement, with documentation of OPRHP's agreement with the resolution; or (ii) documentation from OPRHP that the construction activity will result in No Impact; or (iii) documentation from OPRHP providing a determination of No Adverse Impact; or (iv) a Letter of Resolution signed by the owner/operator, OPRHP and the DEC APO which allows for this construction activity to be eligible for coverage under the general permit in terms of the State Historic Preservation Act (SHPA); or c. Documentation of satisfactory compliance with Section 106 of the National Historic Preservation Act for a coterminous project area: (i) No Affect (il) No Adverse Affect 11 (Part I.F.$.c.iii) (iii) Executed Memorandum of Agreement, or d. Documentation that, (i) SHPA Section 14.09 has been completed by NYS DEC or another state agency. Discharges from construction activities that are subject to an existing SPDES individual or general permit where a SPDES permit for construction activity has been terminated or denied; or where the owner or operator has failed to renew an expired individual permit. Part II. OBTAINING PERMIT COVERAGE A.Notice of Intent (NOI) Submittal 1. An owner or operator of a construction activity that is not subject to the requirements of a regulated, traditional land use control MS4 must first prepare a SWPPP in accordance with all applicable requirements of this permit and then submit a completed NOI form to the Department in order to be authorized to discharge under this permit. An owner or operator shall use either the electronic (eN01) or paper version of the NOI that the Department prepared. Both versions of the N01 are located on the Department's website (http://www.dee.ny..govl ). The paper version of the NOI shall be signed in accordance with Part VII.H. of this permit and submitted to the following address. NOTICE OF INTENT NYS DEC, Bureau of Water Permits 625 Broadway, 4t" Floor Albany, New York 122333505 . An owner or operator of a construction activity that is subject to the requirements of a regulated, traditional land use control MS4 must first prepare a SWPPP in accordance with all applicable requirements of this permit and then have its SWPPP reviewed and accepted by the regulated, traditional land use control MS4 prior to submitting the N01 to the Department. The owner or operator shall have the "MS4 SWPPP Acceptance" form signed in accordance with Part VII.H., and then submit that form along with a completed NOI to the Department. An owner or operator shall use either the electronic (eN01) or paper version of the 1\101. The paper version of the N01 shall be signed in accordance with Part VILH. of this permit and submitted to the address in Part I1.A.1. 12 (Part II.A.2) The requirement for an owner or operator to have its SWPPP reviewed and accepted by the MS4 prior to submitting the NO[ to the Department does not apply to an owner or operator that is obtaining permit coverage in accordance with the requirements in Part II.E. (Change of Owner or Operator) or where the owner or operator of the construction activity is the regulated, traditional land use control MS4. 3. The owner or operator shall have the SWPPP preparer sign the "SWPPP Preparer Certification" statement on the NOI prior to submitting the form to the Department. 4. As of the date the NOI is submitted to the Department, the owner or operator shall make the NO[ and SWPPP available for review and copying in accordance with the requirements in Part VILF. of this permit. B. Permit Authorization 1. An owner or operator shall not commence construction activity until their authorization to discharge under this permit goes into effect. 2, Authorization to discharge under this permit will be effective when the owner or operator has satisfied all of the following criteria: a. project review pursuant to the State Environmental Quality Review Act ("SEQRA") have been satisfied, when SEQRA is applicable. See the Department's website (http://www.dec.ny.aovl) for more information, b. where required, all necessary Department permits subject to the Uniform Procedures Act CUPA') (see 6 NYCRR Part 621) have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). Owners or operators of construction activities that are required to obtain UPA permits must submit a preliminary SWPPP to the appropriate DEC Permit Administrator at the Regional Office listed in Appendix F at the time all other necessary UPA permit applications are submitted. The preliminary SWPPP must include sufficient information to demonstrate that the construction activity qualifies for authorization under this permit, c. the final SWPPP has been prepared, and d. a complete NO[ has been submitted to the Department in accordance with the requirements of this permit. 3. An owneror operatorthat has satisfied the requirements of Part ILB.2 above 13 (Part II.B.3) will be authorized to discharge stormwater from their construction activity in accordance with the following schedule: a. For construction activities that are not subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives a complete electronic version of the NOI (eNOI) for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.B.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that require post-construction stormwater management practices pursuant to Part I II.C.; or (ii) Sixty (60) business days from the date the Department receives a complete NOI (electronic or paper version) for construction activities with a SWPPP that has not been prepared in conformance with the design criteria in technical standard referenced in Part III.B.1. or,for construction activities that require post-construction stormwater management practices pursuant to Part III.C., the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, or; (iii) Ten (10) business days from the date the Department receives a complete paper version of the NOI for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.B.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that require post- construction stormwater management practices pursuant to Part III.C. b. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives both a complete electronic version of the NOI (eNOI) and signed "MS4 SWPPP Acceptance" form, or (ii) Ten (10) business days from the date the Department receives both a complete paper version of the NOI and signed "MS4 SWPPP Acceptance" form. 4. The Department may suspend or deny an owner's or operator's coverage 14 (Part II.B.4) under this permit if the Department determines that the SWPPP does not meet the permit requirements. In accordance with statute, regulation, and the terms and conditions of this permit, the Department may deny coverage under this permit and require submittal of an application for an individual SPDES permit based on a review of the NOI or other information pursuant to Part II. 5. Coverage under this permit authorizes stormwater discharges from only those areas of disturbance that are identified in the NOI. If an owner or operator wishes to have stormwater discharges from future or additional areas of disturbance authorized, they must submit a new NOI that addresses that phase of the development, unless otherwise notified by the Department. The owner or operator shall not commence construction activity on the future or additional areas until their authorization to discharge under this permit goes into effect in accordance with Part I I.B. of this permit. C. General Requirements For Owners or Operators With Permit Coverage 1. The owner or operator shall 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 Department in accordance with Part V. of this permit. This includes any changes made to the SWPPP pursuant to Part I11.A.4. of this permit. . The owner or operator shall maintain a copy of the General Permit (GP-0- 15-002), NOI, N01 Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form, inspection reports, and all documentation necessary to demonstrate eligibility with this permit at the construction site until all disturbed areas have achieved final stabilization and the NOT has been submitted to the Department. The documents must be maintained in a secure location, such as a job trailer, on-site construction office, or mailbox with lock. The secure location must be accessible during normal business hours to an individual performing a compliance inspection. 3, The owner or operator of a construction activity shall not disturb greater than five (5) acres of soil at any one time without prior written authorization from the Department or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity). At a minimum, the owner or operator must comply with the following requirements in order to be authorized to disturb greater than five (5) acres of soil at any one time: a. The owner or operator shall 15 (Part Il.C.3.a) have a qualified inspector conduct at least two (2) site inspections in accordance with Part IV.C. of this permit every seven (7) calendar days, for as long as greater than five (5) acres of soil remain disturbed. The two (2) inspections shall be separated by a minimum of two (2)full calendar days. b. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. The soil stabilization measures selected shall be in conformance with the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005. c. The owner or operator shall prepare a phasing plan that defines maximum disturbed area per phase and shows required cuts and fills. d. The owner or operator shall install any additional site specific practices needed to protect water quality. e. The owner or operator shall include the requirements above in their SWPPP. 4. In accordance with statute, regulations, and the terms and conditions of this permit, the Department may suspend or revoke an owner's or operator's coverage under this permit at any time if the Department determines that the SWPPP does not meet the permit requirements. Upon a finding of significant non-compliance with the practices described in the SWPPP or violation of this permit, the Department may order an immediate stop to all activity at the site until the non-compliance is remedied. The stop work order shall be in writing, describe the non-compliance in detail, and be sent to the owner or operator. 5, For construction activities that are subject to the requirements of a regulated, traditional land use control MS4, the owner or operator shall notify the regulated, traditional land use control MS4 in writing of any planned amendments or modifications to the post-construction stormwater management practice component of the SWPPP required by Part IIIA. 4. and 5. of this permit. Unless otherwise notified by the regulated, traditional land use control MS4, the owner or operator shall have the SWPPP amendments or modifications reviewed and accepted by the regulated, traditional land use control MS4 prior to commencing construction of the post-construction stormwater management practice 16 (Part ILD) D. Permit Coverage for Discharges Authorized Under GP-0-10001 I. Upon renewal of SPDES General Permit for Stormwater Discharges from Construction Activity(Permit No. GP-0-10-001), an owner or operator of a construction activity with coverage under GP-0-10-001, as of the effective date of GP-0-15-002, shall be authorized to discharge in accordance with GP-0-15-002, unless otherwise notified by the Department. An owner or operator may continue to implement the technical/design components of the post-construction stormwater management controls provided that such design was done in conformance with the technical standards in place at the time of initial project authorization. However, they must comply with the other, non-design provisions of GP-0-15-002. E. Change of Owner or Operator 2, When property ownership changes or when there is a change in operational control over the construction plans and specifications, the original owner or operator must notify the new owner or operator, in writing, of the requirement to obtain permit coverage by submitting a NOI with the Department. Once the new owner or operator obtains permit coverage, the original owneroroperatorshall then submit a completed NOT with the name and permit identification number of the new owner or operator to the Department at the address in Part I I.A.I. of this permit. If the original owner or operator maintains ownership of a portion of the construction activity and will disturb soil, they must maintain their coverage under the permit. Permit coverage for the new owner or operator will be effective as of the date the Department receives a complete NOI, provided the original owner or operatorwas not subject to a sixty(60) business day authorization period that has not expired as of the date the Department receives the NOl from the new owner or operator. 17 (Part 111) Part Ili. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) A. General SWPPP Requirements 1. A SWPPP shall be prepared and implemented by the owner or operator of each construction activity covered by this permit. The SWPPP must document the selection, design, installation, implementation and maintenance of the control measures and practices that will be used to meet the effluent limitations in Part I.B. of this permit and where applicable, the post-construction stormwater management practice requirements in Part I.C. of this permit. The SWPPP shall be prepared prior to the submittal of the NO]. The NOI shall be submitted to the Department prior to the commencement of construction activity. A copy of the completed, final NOI shall be included in the SWPPP. 2, The SWPPP shall describe the erosion and sediment control practices and where required, post-construction stormwater management practices that will be used and/or constructed to reduce the pollutants in stormwater discharges and to assure compliance with the terms and conditions of this permit. In addition, the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the quality of stormwater discharges. 3, All SWPPPs that require the post-construction stormwater management practice component shall be prepared by a qualified professional that is knowledgeable in the principles and practices of stormwater management and treatment. $. The owner or operator must keep the SWPPP current so that it at all times accurately documents the erosion and sediment controls practices that are being used or will be used during construction, and all post-construction stormwater management practices that will be constructed on the site. At a minimum, the owner or operator shall amend the SWPPP: a. whenever the current provisions prove to be ineffective in minimizing pollutants in stormwater discharges from the 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. 5, The Department may notify the owner or operator at any time that the 18 (Part III.A.5) SWPPP does not meet one or more of the minimum requirements of this permit. The notification shall be in writing and identify the provisions of the SWPPP that require modification. Within fourteen (14) calendar days of such notification, or as otherwise indicated by the Department, the owner or operator shall make the required changes to the SWPPP and submit written notification to the Department that the changes have been made. If the owner or operator does not respond to the Department's comments in the specified time frame, the Department may suspend the owner's or operator's coverage under this permit or require the owner or operator to obtain coverage under an individual SPDES permit in accordance with Part II.C.4. of this permit. 66 Prior to the commencement of construction activity, the owner or operator must identify the contractor(s) and subcontractor(s)that will be responsible for installing, constructing, repairing, replacing, inspecting and maintaining the erosion and sediment control practices included in the SWPPP; and the contractor(s) and subcontractor(s) that will be responsible for constructing the post-construction stormwater management practices included in the SWPPP. The owner or operator shall have each of the contractors and subcontractors identify at least one person from their company that will be responsible for implementation of the SWPPP. This person shall be known as the trained contractor. The owner or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: "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" In addition to providing the certification statement above, the certification page must also identify the specific elements of the SWPPP that each contractor and subcontractor will be responsible for and include the name and title of the person providing the signature; the name and title of the 19 (Part III.A.6) trained contractor responsible for SWPPP implementation; the name, address and telephone number of the contracting firm;the address(or other identifying description) of the site; and the date the certification statement is signed. The owner or operator shall attach the certification statement(s) to the copy of the SWPPP that is maintained at the construction site. If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced, they must also sign the certification statement and provide the information listed above. 7. For projects where the Department requests a copy of the SWPPP or inspection reports,the owner or operator shall submit the documents in both electronic(PDF only)and paper format within five (5)business days, unless otherwise notified by the Department. B. Required SWPPP Contents 1. Erosion and sediment control component- All SWPPPs prepared pursuant to this permit shall include erosion and sediment control practices designed in conformance with the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005. Where erosion and sediment control practices are not designed in conformance with the design criteria included in the technical standard, the owner or operator must demonstrate equivalence to the technical standard. At a minimum, the erosion and sediment control component of the SWPPP shall include the following: a. Background information about the scope of the project, including the location, type and size of project; b. A site map/construction drawing(s) for the project, including a general location map. At a minimum, the site map shall show the total site area; all improvements; areas of disturbance; areas that will not be disturbed; existing vegetation; on-site and adjacent off-site surface water(s); floodplain/fioodway boundaries; wetlands and drainage patterns that could be affected by the construction activity; existing and final contours ; locations of different soil types with boundaries; material, waste, borrow or equipment storage areas located on adjacent properties; and location(s) of the stormwater discharge(s); c. A description of the soil(s) present at the site, including an identification of the Hydrologic Soil Group (HSG); d. A construction phasing plan and sequence of operations describing the intended order of construction activities, including clearing and grubbing, excavation and grading, utility and infrastructure installation and any other 20 (Part III.B.1.d) activity at the site that results in soil disturbance; e. A description of the minimum erosion and sediment control practices to be installed or implemented for each construction activity that will result in soil disturbance. Include a schedule that identifies the timing of initial placement or implementation of each erosion and sediment control practice and the minimum time frames that each practice should remain in place or be implemented; f. A temporary and permanent soil stabilization plan that meets the requirements of this general permit and the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005, for each stage of the project, including initial land clearing and grubbing to project completion and achievement of final stabilization; g. A site map/construction drawing(s) showing the specific location(s), size(s), and length(s) of each erosion and sediment control practice; h. The dimensions, material specifications, installation details, and operation and maintenance requirements for all erosion and sediment control practices. Include the location and sizing of any temporary sediment basins and structural practices that will be used to divert flows from exposed soils; L A maintenance inspection schedule for the contractor(s) identified in Part III.A.6. of this permit, to ensure continuous and effective operation of the erosion and sediment control practices. The maintenance inspection schedule shall be in accordance with the requirements in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005; j. A description of the pollution prevention measures that will be used to control litter, construction chemicals and construction debris from becoming a pollutant source in the stormwater discharges; k. A description and location of any stormwater discharges associated with industrial activity other than construction at the site, including, but not limited to, stormwater discharges from asphalt plants and concrete plants located on the construction site; and I. Identification of any elements of the design that are not in conformance with the design criteria in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005. Include the reason for the deviation or alternative design 21 (Part III.B.1.1) and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. 2. Post-construction stormwater management practice component — The owner or operator of any construction project identified in Table 2 of Appendix B as needing post-construction stormwater management practices shall prepare a SWPPP that includes practices designed in conformance with the applicable sizing criteria in Part I.C.2.a., c. or d. of this permit and the performance criteria in the technical standard, New York State Stormwater Management Design Manual dated January 2015 Where post-construction stormwater management practices are not designed in conformance with the performance criteria in the technical standard, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. The post-construction stormwater management practice component of the SWPPP shall include the following: a. Identification of all post-construction stormwater management practices to be constructed as part of the project. Include the dimensions, material specifications and installation details for each post-construction stormwater management practice; b. A site mapfconstruction drawing(s) showing the specific location and size of each post-construction stormwater management practice; c. A Stormwater Modeling and Analysis Report that includes: (i) Map(s) showing pre-development conditions, including watershed/subcatchments boundaries, flow paths/routing, and design points; (ii) Map(s) showing post-development conditions, including watershed/subcatchments boundaries, flow paths/routing, design points and post-construction stormwater management practices; (iii) Results of stormwater modeling (i.e. hydrology and hydraulic analysis) for the required storm events. Include supporting calculations(model runs), methodology, and a summary table that compares pre and post-development runoff rates and volumes for the different storm events; (iv) Summary table, with supporting calculations, which demonstrates 22 (Part III.B.2.c.iv) that.each post-construction stormwater management practice has been designed in conformance with the sizing criteria included in the Design Manual; (v) Identification of any sizing criteria that is not required based on the requirements included in Part I.C. of this permit; and (vi) Identification of any elements of the design that are not in conformance with the performance criteria in the Design Manual. Include the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the Design Manual; d. Soil testing results and locations (test pits, borings); e. Infiltration test results, when required; and f. An operations and maintenance plan that includes inspection and maintenance schedules and actions to ensure continuous and effective operation of each post-construction stormwater management practice. The plan shall identify the entity that will be responsible for the long term operation and maintenance of each practice. 3, Enhanced Phosphorus Removal Standards - All construction projects identified in Table 2 of Appendix B that are located in the watersheds identified in Appendix C shall prepare a SWPPP that includes post- construction stormwater management practices designed in conformance with the applicable sizing criteria in Part I.C.2. b., c. or d. of this permit and the performance criteria, Enhanced Phosphorus Removal Standards included in the Design Manual. At a minimum, the post-construction stormwater management practice component of the SWPPP shall include items 2.a - 2.f. above. C. Required SWPPP Components by Project Type Unless otherwise notified by the Department, owners or operators of construction activities identified in Table 1 of Appendix B are required to prepare a SWPPP that only includes erosion and sediment control practices designed in conformance with Part III.B.1 of this permit. Owners or operators of the construction activities identified in Table 2 of Appendix B shall prepare a SWPPP that also includes post-construction stormwater management practices designed in conformance with Part I II.B.2 or 3 of this permit. 23 (Part IV) Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS A. General Construction Site Inspection and Maintenance Requirements 9. The owner or operator must ensure that all erosion and sediment control practices (including pollution prevention measures) and all post- construction stormwater management practices identified in the SWPPP are inspected and maintained in accordance with Part IV.B. and C. of this permit. 2. The terms of this permit shall not be construed to prohibit the State of New York from exercising any authority pursuant to the ECL, common law or federal law, or prohibit New York State from taking any measures, whether civil or criminal, to prevent violations of the laws of the State of New York, or protect the public health and safety and/or the environment. B. Contractor Maintenance Inspection Requirements 1. The owner or operator of each construction activity identified in Tables 1 and 2 of Appendix B shall have a trained contractor 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 condition 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. 2. 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 trained contractor can stop conducting the maintenance inspections. The trained contractor shall begin conducting the maintenance inspections in accordance with Part IV.B.1. of this permit as soon as soil disturbance activities resume. I For construction sites where soil disturbance activities have been shut down with partial project completion, the trained contractor can stop conducting the maintenance inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post-construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. C. Qualified Inspector Inspection Requirements 24 (Part IV.C) The owner or operator shall have a qualified inspector conduct site inspections in conformance with the following requirements: [Note: The trained contractor identified in Part III.A.6. and IV.B. of this permit cannot conduct the qualified inspector site inspections unless they meet the qualified inspector qualifications included in Appendix A. In order to perform these inspections, the trained contractor would have to be a: - licensed Professional Engineer, - Certified Professional in Erosion and Sediment Control (CPESC), - Registered Landscape Architect, or - someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided they have received 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]. 1. A qualified inspector shall conduct site inspections for all construction activities identified in Tables 1 and 2 of Appendix B, with the exception of: a. the construction of a single family residential subdivision with 25% or less impervious cover at total site build-out that involves a soil disturbance of one(1)or more acres of land but less than five (5)acres and is not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; b. the construction of a single family home that involves a soil disturbance of one(1)or more acres of land but less than five(5)acres and is not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; c. construction on agricultural property that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres; and d. construction activities located in the watersheds identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. 2. Unless otherwise notified by the Department, the qualified inspector shall conduct site inspections in accordance with the following timetable: a. For construction sites where soil disturbance activities are on-going, the qualified inspector shall conduct a site inspection at least once every seven (7) calendar days. b. For construction sites where soil disturbance activities are on-going and 25 (Part IV.C.2.b) the owner or operator has received authorization in accordance with Part II.C.3 to disturb greater than five (5) acres of soil at any one time, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. c. 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 qualified inspector shall conduct a site inspection at least once every thirty (30) calendar days. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior to reducing the frequency of inspections. d. For construction sites where soil disturbance activities have been shut down with partial project completion, the qualified inspector can stop conducting inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post-construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior.to the shutdown. If soil disturbance activities are not resumed within 2 years from the date of shutdown, the owner or operator shall have the qualified inspector perform a final inspection and certify that all disturbed areas have achieved final stabilization, and all temporary, structural erosion and sediment control measures have been removed; and that all post-construction stormwater management practices have been constructed in conformance with the SWPPP by signing the "Final Stabilization" and "Post-Construction Stormwater Management Practice" certification statements on the NOT. The owner or operator shall then submit the completed NOT form to the address in Part II.A.1 of this permit. e. For construction sites that directly discharge to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall 26 (Part IV.C.2.e) be separated by a minimum of two (2)full calendar days. 3, At a minimum, the qualified inspectorshall inspect all erosion and sediment control practices and pollution prevention measures to ensure integrity and effectiveness, all post-construction stormwater management practices under construction to ensure that they are constructed in conformance with the SWPPP, all areas of disturbance that have not achieved final stabilization, all points of discharge to natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site, and all points of discharge from the construction site. 4. The qualified inspector shall prepare an inspection report subsequent to each and every inspection.At a minimum, the inspection report shall include and/or address the following: a. Date and time of inspection; b. Name and title of person(s) performing inspection; c. A description of the weather and soil conditions (e.g. dry, wet, saturated) at the time of the inspection; d. 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; e. 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 waterbody; f. Identification of all erosion and sediment control practices and pollution prevention measures that need repair or maintenance; g. 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; h. 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; 27 (Part IV.C.4.i) i. Current phase of construction of all post-construction stormwater management practices and identification of all construction that is not in conformance with the SWPPP and technical standards; j. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and sediment control practices and pollution prevention measures; and to correct deficiencies identified with the construction of the post-construction stormwater management practice(s); k. Identification and status of all corrective actions that were required by previous inspection; and I. Digital photographs, with date stamp, that clearly show the condition of all practices that have been identified as needing corrective actions. The qualified inspector shall 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 shall also flake digital photographs, with date stamp, that clearly show the condition of the practice(s)after the corrective action has been completed. The qualified inspector shall attach 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. 5, Within one business day of the completion of an inspection, the qualified inspector shall notify the owner or operator and appropriate contractor or subcontractor identified in Part III.A.6. of this permit of any corrective actions that need to be taken. The contractor or subcontractor shall begin implementing the corrective actions within one business day of this notification and shall complete the corrective actions in a reasonable time frame. 6. All inspection reports shall be signed by the qualified inspector. Pursuant to Part II.C.2, of this permit, the inspection reports shall be maintained on site with the SWPPP. Part V. TERMINATION OF PERMIT COVERAGE A. Termination of Permit Coverage . An owner or operator that is eligible to terminate coverage under this permit must submit a completed NOT form to the address in Part II.A.1 of this permit. The NOT form shall be one which is associated with this permit, signed in accordance with Part VII.H of this permit. 28 (Part V.A.2) 2. An owner or operator may terminate coverage when one or more the following conditions have been met: a. Total project completion -All construction activity identified in the SWPPP has been completed; and all areas of disturbance have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post-construction stormwater management practices have been constructed in conformance with the SWPPP and are operational; b. Planned shutdown with partial project completion - All soil disturbance activities have ceased; and all areas disturbed as of the project shutdown date have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post- construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational; c. A new owner or operator has obtained coverage under this permit in accordance with Part II.E. of this permit. d. The owner or operator obtains coverage under an alternative SPDES general permit or an individual SPDES permit. 3, For construction activities meeting subdivision 2a. or 2b. of this Part, the owner or operator shall have the qualified inspector perform a final site inspection prior to submitting the NOT. The qualified inspector shall, by signing the "Final Stabilization" and "Post-Construction Stormwater Management Practice certification statements on the NOT, certify that all the requirements in Part V.A.2.a. or b. of this permit have been achieved. 4. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4 and meet subdivision 2a. or 2b. of this Part, the owner or operator shall have the regulated, traditional land use control MS4 sign the "MS4 Acceptance" statement on the NOT in accordance with the requirements in Part VILH. of this permit. The regulated, traditional land use control MS4 official, by signing this statement, has determined that it is acceptable for the owner or operator to submit the NOT in accordance with the requirements of this Part. The regulated, traditional land use control MS4 can make this determination by performing a final site inspection themselves or by accepting the qualified inspector's final site inspection certification(s) required in Part V.A.3. of this permit. 29 (Part V.A.5) 6. For construction activities that require post-construction stormwater management practices and meet subdivision 2a. of this Part, the owner or operator must, prior to submitting the NOT, ensure one of the following: a. the post-construction stormwater management practice(s) and any right- of-way(s) needed to maintain such practice(s) have been deeded to the municipality in which the practices) is located, b. an executed maintenance agreement is in place with the municipality that will maintain the post-construction stormwater management practice(s), c. for post-construction stormwater management practices that are privately owned, the owner or operator has a mechanism 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, d. for post-construction stormwater management practices that are owned by a public or private institution (e.g. school, university, hospital), government agency or authority, or public utility; the owner or operator has policy and procedures in place that ensures operation and maintenance of the practices in accordance with the operation and maintenance plan. 7.71 Part VI. REPORTING AND RETENTION OF RECORDS A. Record Retention The owner or operator shall retain a copy of the NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form and any inspection reports that were prepared in conjunction with this permit for a period of at least five (5) years from the date that the Department receives a complete NOT submitted in accordance with Part V. of this general permit. B. Addresses With the exception of the NOI, NOT, and MS4 SWPPP Acceptance form (which must be submitted to the address referenced in Part II.A.1 of this permit), all written correspondence requested by the Department, including individual permit applications, shall be sent to the address of the appropriate DOW Water(SPDES) Program contact at the Regional Office listed in Appendix F. 30 (Part VII) Part VII. STANDARD PERMIT CONDITIONS A. Duty to Comply The owner or operator must comply with all conditions of this permit. All contractors and subcontractors associated with the project must comply with the terms of the SWPPP. Any non-compliance with this permit constitutes a violation of the Clean Water Act(CWA) and the ECL and is grounds for an enforcement action against the owner or operator and/or the contractor/subcontractor; permit revocation, suspension or modification; or denial of a permit renewal application. Upon a finding of significant non-compliance with this permit or the applicable SWPPP, the Department may order an immediate stop to all construction activity at the site until the non-compliance is remedied. The stop work order shall be in writing, shall describe the non-compliance in detail, and shall be sent to the owner or operator. If any human remains or archaeological remains are encountered during excavation, the owner or operator must immediately cease, or cause to cease, all construction activity in the area of the remains and notify the appropriate Regional Water Engineer (RWE). Construction activity shall not resume until written permission to do so has been received from the RWE. B. Continuation of the Expired General Permit This permit expires five (5) years from the effective date. If a new general permit is not issued prior to the expiration of this general permit, an owner or operator with coverage under this permit may continue to operate and discharge in accordance with the terms and conditions of this general permit, if it is extended pursuant to the State Administrative Procedure Act and 6 NYCRR Part 621, until a new general permit is issued. C. Enforcement Failure of the owner or operator, its contractors, subcontractors, agents and/or assigns to strictly adhere to any of the permit requirements contained herein shall constitute a violation of this permit. There are substantial criminal, civil, and administrative penalties associated with violating the provisions of this permit. Fines of up to $37,500 per day for each violation and imprisonment for up to fifteen (15) years may be assessed depending upon the nature and degree of the offense. D. Need to Halt or Reduce Activity Not a Defense It shall not be a defense for an owner or operator in an enforcement action that it would have been necessary to halt or reduce the construction activity in order to maintain compliance with the conditions of this permit. 31 (Part VILE) E. Duty to Mitigate The owner or operator and its contractors and subcontractors shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. F. Duty to Provide Information The owner or operator shall furnish to the Department, within a reasonable specified time period of a written request, all documentation necessary to demonstrate eligibility and any information to determine compliance with this permit or to determine whether cause exists for modifying or revoking this permit, or suspending or denying coverage under this permit, in accordance with the terms and conditions of this permit. The N01, SWPPP and inspection reports required by this permit are public documents that the owner or operator must make available for review and copying by any person within five (5) business days of the owner or operator receiving a written request by any such person to review these documents. Copying of documents will be done at the requester's expense. G. Other Information When the owner or operator becomes aware that they failed to submit any relevant facts, or submitted incorrect information in the NOI or in any of the documents required by this permit , or have made substantive revisions to the SWPPP (e.g. the scope of the project changes significantly, the type of post-construction stormwater management practice(s) changes, there is a reduction in the sizing of the post- construction stormwater management practice, or there is an increase in the disturbance area or impervious area), which were not reflected in the original NOI submitted to the Department, they shall promptly submit such facts or information to the Department using the contact information in Part II.A. of this permit. Failure of the owner or operator to correct or supplement any relevant facts within five (5) business days of becoming aware of the deficiency shall constitute a violation of this permit. H. Signatory Requirements 1. All NOls and NOTs shall be signed as follows: a. For a corporation these forms shall be signed by a responsible corporate officer. For the purpose of this section, a responsible corporate officer means; (i) a president, secretary, treasurer, or vice-president of the 32 (Part VII.H.1.a.i) corporation in charge of a principal 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 these forms shall be signed by a general partner or the proprietor, respectively; or c. For a municipality, State, Federal, or other public agency these forms 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).. 2. The SWPPP and other information requested by the Department shall be signed by a person described in Part VII.H.1. of this permit or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part VI1.H.9. of this permit; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named 33 (Part VI1.H.2.b) individual or any individual occupying a named position) and, c. The written authorization shall include the name, title and signature of the authorized representative and be attached to the SWPPP. 3. All inspection reports shall be signed by the qualified inspector that performs the inspection. 4. The MS4 SWPPP Acceptance form shall be signed by the principal executive officer or ranking elected official from the regulated, traditional land use control MS4, or by a duly authorized representative of that person. It shall constitute a permit violation if an incorrect and/or improper signatory authorizes any required forms, SWPPP and/or inspection reports. I. Property Rights The issuance of this permit does not convey any property rights of any sort, nor any exclusive privileges, nor does it authorize any injury to private property nor any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. Owners or operators must obtain any applicable conveyances, easements, licenses and/or access to real property prior to commencing construction activity. J. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. K. Requirement to Obtain Coverage Under an Alternative Permit 1. The Department may require any owner or operator authorized by this permit to apply for and/or obtain either an individual SPDES permit or another SPDES general permit. When the Department requires any discharger authorized by a general permit to apply for an individual SPDES permit, it shall notify the discharger in writing that a permit application is required. This notice shall include a brief statement of the reasons for this decision, an application form, a statement setting a time frame for the owner or operator to file the application for an individual SPDES permit, and a deadline, not sooner than 180 days from owner or operator receipt of the notification letter, whereby the authorization to 34 (Part VILK.1) discharge under this general permit shall be terminated. Applications must be submitted to the appropriate Permit Administrator at the Regional Office. The Department may grant additional time upon demonstration, to the satisfaction of the Department, that additional time to apply for an alternative authorization is necessary or where the Department has not provided a permit determination in accordance with Part 621 of this Title. 2. When an individual SPDES permit is issued to a discharger authorized to discharge under a general SPDES permit for the same discharge(s), the general permit authorization for outfalls authorized under the individual SPDES permit is automatically terminated on the effective date of the individual permit unless termination is earlier in accordance with 6 NYCRR Part 750. L. Proper Operation and Maintenance The owner or operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the owner or operator to achieve compliance with the conditions of this permit and with the requirements of the SWPPP. M. Inspection and Entry The owner or operator shall allow an authorized representative of the Department, EPA, applicable county health department, or, in the case of a construction site which discharges through an MS4, an authorized representative of the MS4 receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to; 1. Enter upon the owner's or operator's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit; 2. Have access to and copy at reasonable times, any records that must be kept under the conditions of this permit; and 3. Inspect at reasonable times any facilities or equipment(including monitoring and control equipment), practices or operations regulated or required by this permit. 4. Sample or monitor at reasonable times, for purposes of assuring permit compliance or as otherwise authorized by the Act or ECL, any substances or parameters at any location. 35 (Part VII.N) N. Permit Actions This permit may, at any time, be modified, suspended, revoked, or renewed by the Department in accordance with 6 NYCRR Part 621. The filing of a request by the owneror operatorfor a permit modification, revocation and reissuance, termination, a notification of planned changes or anticipated noncompliance does not limit, diminish and/or stay compliance with any terms of this permit. O. Definitions Definitions of key terms are included in Appendix A of this permit. P. Re-Opener Clause 1. If there is evidence indicating potential or realized impacts on water quality due to any stormwater discharge associated with construction activity covered by this permit, the owner or operator of such discharge may be required to obtain an individual permit or alternative general permit in accordance with Part VII.K. of this permit or the permit may be modified to include different limitations and/or requirements. 2. Any Department initiated permit modification, suspension or revocation will be conducted in accordance with 6 NYCRR Part 621, 6 NYCRR 750-1.18, and 6 NYCRR 750-1.20. Q. Penalties for Falsification of Forms and Reports In accordance with 6NYCRR Part 750-2.4 and 750-2.5, any person who knowingly makes any false material statement, representation, or certification in any application, record, report or other document filed or required to be maintained under this permit, including reports of compliance or noncompliance shall, upon conviction, be punished in accordance with ECL §71-1933 and or Articles 175 and 210 of the New York State Penal Law. R. Other Permits Nothing in this permit relieves the owner or operator from a requirement to obtain any other permits required by law. 36 APPENDIX A Definitions Alter Hydrology from Pre to Post-Development Conditions - means the post- development peak flow rate(s) has increased by more than 5% of the pre-developed condition for the design storm of interest (e.g. 10 yr and 100 yr). Combined Sewer - means a sewer that is designed to collect and convey both "sewage" and "stormwater Commence (Commencement of) Construction Activities - means the initial disturbance of soils associated with clearing, grading or excavation activities; or other construction related activities that disturb or expose soils such as demolition, stockpiling of fill material, and the initial installation of erosion and sediment control practices required in the SWPPR See definition for "Construction Activity(ies)" also. Construction Activity(les) - means any clearing, grading, excavation, filling, demolition or stockpiling activities that result in soil disturbance. Clearing activities can include, but are not limited to, logging equipment operation, the cutting and skidding of trees, stump removal and/or brush root removal. Construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Direct Discharge (to a specific surface waterbody) - means that runoff flows from a construction site by overland flow and the first point of discharge is the specific surface waterbody, or runoff flows from a construction site to a separate storm sewer system and the first point of discharge from the separate storm sewer system is the specific surface waterbody. Discharge(s) - means any addition of any pollutant to waters of the State through an outlet or point source. Environmental Conservation Law (ECL) - means chapter 43-B of the Consolidated Laws of the State of New York, entitled the Environmental Conservation Law. Equivalent (Equivalence) — means that the practice or measure meets all the performance, longevity, maintenance, and safety objectives of the technical standard and will provide an equal or greater degree of water quality protection. Final Stabilization - means that all soil disturbance activities have ceased and a uniform, perennial vegetative cover with a density of eighty(80) percent over the entire pervious surface has been established; or other equivalent stabilization measures, such as permanent landscape mulches, rock rip-rap or washed/crushed stone have been applied 37 I on all disturbed areas that are not covered by permanent structures, concrete or pavement. General SPDES permit - means a SPDES permit issued pursuant to 6 NYCRR Part 760- 1.21 and Section 70-0117 of the ECL authorizing a category of discharges. Groundwater(s) - means waters in the saturated zone. The saturated zone is a subsurface zone in which all the interstices are filled with water under pressure greater than that of the atmosphere. Although the zone may contain gas-filled interstices or interstices filled with fluids other than water, it is still considered saturated. Historic Property— means any building, structure, site, object or district that is listed on the State or National Registers of Historic Places or is determined to be eligible for listing on the State or National Registers of Historic Places. Impervious Area (Cover) - means all impermeable surfaces that cannot effectively infiltrate rainfall. This includes paved, concrete and gravel surfaces (i.e. parking lots, driveways, roads, runways and sidewalks); building rooftops and miscellaneous impermeable structures such as patios, pools, and sheds. Infeasible — means not technologically possible, or not economically practicable and achievable in light of best industry practices. Larger Common Plan of Development or Sale - means a contiguous area where multiple separate and distinct construction activities are occurring, or will occur, under one plan. The term "plan" in `larger common plan of development or sale" is broadly defined as any announcement or piece of documentation (including a sign, public notice or hearing, marketing plan, advertisement, drawing, permit application, State Environmental Quality Review Act (SEQRA) environmental assessment form or other documents, zoning request, computer design, etc.) or physical demarcation (including boundary signs, lot stakes, surveyor markings, etc.) indicating that construction activities may occur on a specific plot. For discrete construction projects that are located within a larger common plan of development or sale that are at least 114 mile apart, each project can be treated as a separate plan of development or sale provided any interconnecting road, pipeline or utility project that is part of the same "common plan" is not concurrently being disturbed. Minimize — means reduce and/or eliminate to the extent achievable using control measures (including best management practices) that are technologically available and economically practicable and achievable in light of best industry practices. Municipal Separate Storm Sewer (MS4) - a conveyance or system of conveyances (including roads with drainage systems, municipal streets, catch basins, curbs, gutters, 38 ditches, man-made channels, or storm drains): (i) Owned or operated by a State, city, town, borough, county, parish, district, association, or other public body (created by or pursuant to State law) having jurisdiction over disposal of sewage, industrial wastes, stormwater, or other wastes, including special districts under State law such as a sewer district, flood control district or drainage district, or similar entity, or an Indian tribe or an authorized Indian tribal organization, or a designated and approved management agency under section 208 of the CWA that discharges to surface waters of the State; (ii) Designed or used for collecting or conveying stormwater; (iii) Which is not a combined sewer, and (iv) Which is not part of a Publicly Owned Treatment Works (POTW) as defined at 40 CFR 122.2, National Pollutant Discharge Elimination System (NPDES) - means the national system for the issuance of wastewater and stormwater permits under the Federal Water Pollution Control Act(Clean Water Act). New Development-- means any land disturbance that does meet the definition of Redevelopment Activity included in this appendix. NOI Acknowledgment Letter - means the letter that the Department sends to an owner or operator to acknowledge the Department's receipt and acceptance of a complete Notice of Intent. This letter documents the owner's or operator's authorization to discharge in accordance with the general permit for stormwater discharges from construction activity. 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. Performance Criteria — means the design criteria listed under the "Required Elements" sections in Chapters 5, 6 and 10 of the technical standard, New York State Stormwater Management Design Manual, dated January 2015. It does not include the Sizing Criteria (i.e. WQv, RRv, Cpv, Qp and Qf) in Part I.C.2. of the permit. Pollutant - means dredged spoil, filter backwash, solid waste, incinerator residue, sewage, garbage, sewage sludge, munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand and industrial, municipal, agricultural waste and ballast discharged into water; which may cause or might reasonably be expected to cause pollution of the waters of the state in contravention of the standards or guidance values adopted as provided in 6 NYCRR Parts 700 et seq . 39 Qualified Inspector - means a person that is knowledgeable in the principles and practices of erosion and sediment control, such as a 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. 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.. Redevelopment Activity(ies) — means the disturbance and reconstruction of existing impervious area, including impervious areas that were removed from a project site within five (5) years of preliminary project plan submission to the local government (i.e. site plan, subdivision, etc.). Regulated, Traditional Land Use Control MS4 - means a city, town or village with land use control authority that is required to gain coverage under New York State DEC's SPDES General Permit For Stormwater Discharges from Municipal Separate Stormwater Sewer Systems (MS4s). 40 Routine Maintenance Activity - means construction activity that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility, including, but not limited to: - Re-grading of gravel roads or parking lots, - Stream bank restoration projects (does not include the placement of spoil material), - Cleaning and shaping of existing roadside ditches and culverts that maintains the approximate original line and grade, and hydraulic capacity of the ditch, - Cleaning and shaping of existing roadside ditches that does not maintain the approximate original grade, hydraulic capacity and purpose of the ditch if the changes to the line and grade, hydraulic capacity or purpose of the ditch are installed to improve water quality and quantity controls (e.g. installing grass lined ditch), - Placement of aggregate shoulder backing that makes the transition between the road shoulder and the ditch or embankment, - Full depth milling and filling of existing asphalt pavements, replacement of concrete pavement slabs, and similar work that does not expose soil or disturb the bottom six (6) inches of subbase material, - Long-term use of equipment storage areas at or near highway maintenance facilities, - Removal of sediment from the edge of the highway to restore a previously existing sheet-flow drainage connection from the highway surface to the highway ditch or embankment, - Existing use of Canal Corp owned upland disposal sites for the canal, and - Replacement of curbs, gutters, sidewalks and guide rail posts. Site limitations — means site conditions that prevent the use of an infiltration technique and or infiltration of the total WQv. Typical site limitations include: seasonal high groundwater, shallow depth to bedrock, and soils with an infiltration rate less than 0.5 inches/hour. The existence of site limitations shall be confirmed and documented using actual field testing (i.e. test pits, soil borings, and infiltration test) or using information from the most current United States Department of Agriculture (USDA) Soil Survey for the County where the project is located. Sizing Criteria-- means the criteria included in Part I.C.2 of the permit that are used to size post-construction stormwater management control practices. The criteria include; Water Quality Volume (WQv), Runoff Reduction Volume (RRv), Channel Protection Volume (Cpv), Overbank Flood (Qp), and Extreme Flood (Qf). State Pollutant Discharge Elimination System (SPDES) - means the system established pursuant to Article 17 of the ECL and 6 NYCRR Part 750 for issuance of permits authorizing discharges to the waters of the state. Steep Slope — means land area with a Soil Slope Phase that is identified as an E or F, or 41 the map unit name is inclusive of 25% or greater slope, on the United States Department of Agriculture ("USDA') Soil Survey for the County where the disturbance will occur. Surface Waters of the State - shall be construed to include lakes, bays, sounds, ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, marshes, inlets, canals, the Atlantic ocean within the territorial seas of the state of New York and all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt, public or private (except those private waters that do not combine or effect a junction with natural surface waters), which are wholly or partially within or bordering the state or within its jurisdiction. Waters of the state are further defined in 6 NYCRR Parts 800 to 941. Temporarily Ceased -- means that an existing disturbed area will not be disturbed again within 14 calendar days of the previous soil disturbance. Temporary Stabilization - means that exposed soil has been covered with material(s) as set forth in the technical standard, New York Standards and Specifications for Erosion and Sediment Control, to prevent the exposed soil from eroding. The materials can include, but are not limited to, mulch, seed and mulch, and erosion control mats (e.g. jute twisted yarn, excelsior wood fiber mats). Total Maximum Daily Loads (TMDLs) - A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. It is a calculation of the maximum amount of a pollutant that a waterbody can receive on a daily basis and still meet wafer qualify standards, and an allocation of that amount to the pollutant's sources. A TMDL stipulates wasteload allocations (WLAs)for point source discharges, load allocations (LAs)for nonpoint sources, and a margin of safety(MOS). Trained Contractor - means an employee from the 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 the contracting (construction) company, identified in Part I II.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 is responsible for the day to day implementation of the SWPPP. Uniform Procedures Act (UPA) Permit - means a permit required under 6 NYCRR Part 42 621 of the Environmental Conservation Law (ECL), Article 70. Water Quality Standard - means such measures of purity or quality for any waters in relation to their reasonable and necessary use as promulgated in 6 NYCRR Part 700 et seq. 43 APPENDIX B Required SWPPP Components by Project Type Table 1 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT ONLY INCLUDES EROSION AND SEDIMENT CONTROLS The following construction activities that involve soil disturbances of one (1)or more acres of land, but less than five (5) acres: • Single family home not located in one of the watersheds listed in Appendix C or not directly discharging to one of the 303(d)segments listed in Appendix E • Single family residential subdivisions with 25%or less impervious cover at total site build-out and not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d)segments listed in Appendix E • Construction of a barn or other agricultural building, silo, stock yard or pen. The following construction activities that involve soil disturbances of one(1) or more acres of land: • Installation of underground, linear utilities; such as gas lines, fiber-optic cable, cable TV, electric, telephone, sewer mains, and water mains • Environmental enhancement projects, such as wetland mitigation projects, stormwater retrofits and stream restoration projects • Bike paths and trails • Sidewalk construction projects that are not part of a road/highway construction or reconstruction project • Slope stabilization projects • Slope flattening that changes the grade of the site, but does not significantly change the runoff characteristics • Spoil areas that will be covered with vegetation • Land clearing and grading for the purposes of creating vegetated open space (i.e. recreational parks, lawns, meadows,fields), excluding projects that alter hydrology from pre to post development conditions • Athletic fields(natural grass)that do not include the construction or reconstruction of impervious area and do not alter hydrology from pre to post development conditions • Demolition project where vegetation will be established and no redevelopment is planned • Overhead electric transmission line project that does not include the construction of permanent access roads or parking areas surfaced with impervious cover • Structural practices as identified in Table II in the"Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State", excluding projects that involve soil disturbances of less than five acres and construction activities that include the construction or reconstruction of impervious area The following construction activities that involve soil disturbances between five thousand (5000) square feet and one(1)acre of land: • All construction activities located in the watersheds identified in Appendix D that involve soil disturbances between five thousand (5,000)square feet and one(1)acre of land. 44 Table 2 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES The following construction activities that involve soil disturbances of one (1) or more acres of land: • Single family home located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d)segments listed in Appendix E • Single family residential subdivisions located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d)segments listed in Appendix E • Single family residential subdivisions that involve soil disturbances of between one(1) and five(5) acres of land with greater than 25% impervious cover at total site build-out • Single family residential subdivisions that involve soil disturbances of five (5) or more acres of land, and single family residential subdivisions that involve soil disturbances of less than five(5)acres that are part of a larger common plan of development or sale that will ultimately disturb five or more acres of land • Multi-family residential developments; includes townhomes, condominiums, senior housing complexes, apartment complexes, and mobile home parks • Airports • Amusement parks • Campgrounds • Cemeteries that include the construction or reconstruction of impervious area (>5%of disturbed area)or alter the hydrology from pre to post development conditions • Commercial developments • Churches and other places of worship • Construction of a barn or other agricultural building(e.g. silo)and structural practices as identified in Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State"that include the construction or reconstruction of impervious area, excluding projects that involve soil disturbances of less than five acres. • Golf courses • Institutional, includes hospitals, prisons, schools and colleges • Industrial facilities, includes industrial parks • Landfills • Municipal facilities; includes highway garages, transfer stations, office buildings, POT11U's and water treatment plants • Office complexes • Sports complexes • Racetracks, includes racetracks with earthen (dirt) surface • Road construction or reconstruction • Parking lot construction or reconstruction • Athletic fields (natural grass)that include the construction or reconstruction of impervious area (>5%of disturbed area)or alter the hydrology from pre to post development conditions • Athletic fields with artificial turf • Permanent access roads, parking areas, substations, compressor stations and well drilling pads, surfaced with Impervious cover, and constructed as part of an over-head electric transmission line project, wind-power project, cell tower project, oil or gas well drilling project, sewer or water main project or other linear utility project • All other construction activities that include the construction or reconstruction of impervious area or alter the hydrology from pre to post development conditions, and are not listed in Table 1 45 APPENDIX C Watersheds Where Enhanced Phosphorus Removal Standards Are Required Watersheds where owners or operators of construction activities identified in Table 2 of Appendix B must prepare a SWPPP that includes post-construction stormwater management practices designed in conformance with the Enhanced Phosphorus Removal Standards included in the technical standard, New York State Stormwater Management Design Manual ("Design Manual"). • Entire New York City Watershed located east of the Hudson River - Figure 1 • Onondaga Lake Watershed - Figure 2 • Greenwood Lake Watershed -Figure 3 • Oscawana Lake Watershed -- Figure 4 • Kinderhook Lake Watershed -- Figure 5 46 Figure 'I - New York City Watershed East of the Hudson EEKMAN EAST FISH'KILL f z PUT AM VALLE m COR A - RI..DG i! RTH CAS M U LEARN. E < Miw: HA SON EOH Watershed 47 Figure 2 - Onondaga Lake Watershed CLAY CICERO H Uis VAN BUREN g �. U SE ELBRI D DEWITT SKAN a E PAFF R 'dP Phosphorus Wate s e REBE.E 48 Figure 3 -Greenwood Lake Watershed WARWIC.K 3 Boma . GREENWOOD LAKKE Phosphorus Watershed 49 Figure 4 - Oscawana Lake Watershed PHILIPSTQWN KEIT z .. PUTNA[+e01 VALLEY Mal- 0 y ` ?9 017 R, 0 ME 01, J'°:.sG^'Y2. �t#>S.c�,:Yx'^�£�:S P:xg _y.��.4�•-• CARMEL Phosphorus Watershed 50 Figure 5s Kinderhook Lake Watershed SMD LAK EAST GREENRUM HOUACK -� EW LE KINDERHOOK C: EM V-A TIU� Tama-,,"Allege,or C ndmy fa' r New York Stale n 1 2 4 Phis ® Kkiderhuok Besse ti Bhed 57 APPENDIX D Watersheds where owners or operators of construction activities that involve soil disturbances between five thousand (5000) square feet and one (1) acre of land must obtain coverage under this permit. Entire New York City Watershed that is located east of the Hudson River- See Figure 1 in Appendix C 52 APPENDIX E List of 303(d) segments impaired by pollutants related to construction activity(e.g. silt, sediment or nutrients). Owners or operators of single family home and single family residential subdivisions with 25% or less total impervious cover at total site build-out that involve soil disturbances of one or more acres of land, but less than 5 acres, and directly discharge to one of the listed segments below shall prepare a SWPPP that includes post-construction stormwater management practices designed in conformance with the New York State Stormwater Management Design Manual ("Design Manual"), dated January 2015. COUNTY WATERBODY COUNTY WATERBODY Albany Ann Lee(Shakers) Pond,Stump Pond Greene Sleepy Hollow Lake Albany Basic Creek Reservoir Herkimer Steele Creek tribs Allegheny Amity Lake, Saunders Pond Kings Hendrix Creek Bronx Van Cortlandt Lake Lewis Mill Creek/South Branch and tribs Broome Whitney Point Lake/Reservoir Livingston Conesus Lake Broome Fly Pond, Deer Lake Livingston Jaycox Creek and tribs Broome Minor Tribs to Lower Susquehanna Livingston MITI Creek and minor tribs (north) Livingston Bradner Creek and tribs Cattaraugus Allegheny River/Reservoir Livingston Christie Creek and tribs Cattaraugus Case Lake Monroe Lake Ontario Shoreline,Western Cattaraugus Linlyco/Club Pond Monroe Mill Creek/Blue Pond Outlet and tribs Cayuga Duck Lake Monroe Rochester Embayment-East Chautauqua Chautauqua Lake, North Monroe Rochester Embayment-West Chautauqua Chautauqua Lake,South Monroe Unnamed Trib to Honeoye Creek Chautauqua Bear Lake Monroe Genesee River, Lower, Main Stem Chautauqua Chadakoin River and tribs Monroe Genesee River, Middle,Main Stem Chautauqua Lower Cassadaga Lake Monroe Black Creek, Lower, and minor tribs Chautauqua Middle Cassadaga Lake Monroe Buck Pond Chautauqua Findley Lake Monroe Long Pond Clinton Great Chazy River, Lower,Main Stem Monroe Cranberry Pond Columbia Kinderhook Lake Monroe Mill Creek and tribs Columbia Robinson Pond Monroe Shipbuilders Creek and tribs Dutchess Hillside Lake Monroe Minor tribs to Irondequoit Bay Dutchess Wappinger Lakes Monroe Thomas Creek/White Brook and tribs Dutchess Fall Kill and tribs Nassau Glen Cove Creek,Lower,and tribs Erie Green Lake Nassau LI Tribs(fresh)to East Bay Erie Scajaquada Creek, Lower, and tribs Nassau East Meadow Brook, Upper,and tribs Erie Scajaquada Creek,Middle,and tribs Nassau Hempstead Bay Erie Scajaquada Creek, Upper,and trios Nassau Hempstead Lake Erie Rush Creek and tribs Nassau Grant Park Pond Erie Ellicott Crook,Lower, and tribs Nassau Beaver Lake Erie Beeman Creek and tribs Nassau Camaans Pond Erie Murder Creek, Lower,and tribs Nassau Halls Pond Erie South Branch Smoke Cr,Lower,and Nassau LI Tidal Tribs to Hempstead Bay tribs Nassau Massapequa Creek and tribs Erie Little Sister Creek, Lower, and tribs Nassau Reynolds Channel, east Essex Lake George(primary county: Warren) Nassau Reynolds Channel,west Genesee Black Creek, Upper, and minor tribs Nassau Silver Lake,Lofts Pond Genesee Tonawanda Creek, Middle, Main Stem Nassau Woodmere Channel Genesee Oak Orchard Creek, Upper,and tribs Niagara Hyde Park Lake Genesee Bowen Brook and tribs Niagara Lake Ontario Shoreline,Western Genesee Bigelow Creek and tribs Niagara Bergholtz Creek and tribs Genesee Black Creek, Middle,and minor tribs Oneida Bal[ou, Nail Creeks Genesee LeRoy Reservoir Onondaga Ley Creek and tribs Greene Schohario Reservoir Onondaga Onondaga Creek, Lower and tribs 53 APPENDIX E List of 303(d) segments impaired by pollutants related to construction activity, cont'd. COUNTY WATERBODY COUNTY WATERBODY Onondaga Onondaga Creek, Middle and tribs Suffolk Great South Bay,West Onondaga Onondaga Creek, Upp,and minor tribs Suffolk Mill and Seven Ponds Onondaga Harbor Brook, Lower,and tribs Suffolk Moriches Bay, East Onondaga Ninemile Creek,Lower, and trlbs Suffolk Moriches Bay,West Onondaga Minor tribs to Onondaga Lake Suffolk Quantuck Bay Onondaga Onondaga Creek,Lower,and tribs Suffolk Shlnnecock Bay(and Inlet) Ontario Honeoye Lake Sullivan Bodine, Montgomery Lakes Ontario Hemlock Lake Outlet and minor tribs Sullivan Davies Lake. Ontario Great Brook and minor tribs Sullivan Pleasure Lake Orange Monhagen Brook and Cribs Sullivan Swan Lake Orange Orange Lake Tompkins Cayuga Lake,Southern End Orleans Lake Ontario Shoreline,Western Tompkins Owasco Inlet,Upper, and tribs Oswego Pleasant Lake Ulster Ashokan Reservoir Oswego Lake Neatahwanta Ulster Esopus Creek, Upper,and minor Putnam Oscawana Lake tribs Putnam Palmer Lake Ulster Esopus Creek,Lower, Main Stem Putnam Lake Carmel Ulster Esopus Creek, Middle,and minor Queens Jamaica Bay, Eastern,and tribs(Queens) tribs Queens Bergen Basin Warren Lake George Queens Shellbank Basin Warren Tribs to L.George,Village of L Rensselaer Nassau Lake George Rensselaer Snyders Lake Warren Huddle/Finkle Brooks and trios Richmond Grasmere,Arbutus and Wolfes Lakes Warren Indian Brook and tribs Rockland Congers Lake,Swartout Lake Warren Hague Brook and trios Rockland Rockland Lake Washington Tribs to L.George, East Shr Lk Saratoga Ballston Lake George Saratoga Round Lake Washington Cossayuna Lake Saratoga Dwaas Kill and Cribs Washington Wood Cr/Champlain Canal, minor. Saratoga Tribs to Lake Lonely tribs Saratoga Lake Lonely Wayne Port Bay Schenectady Collins Lake Wayne Marbletown Creek and Cribs Schenectady Duane Lake Westchester Lake Katonah Schenectady Mariaville Lake Westchester Lake Mohegan Schoharie Engleville Pond Westchester Lake Shenorock Schoharie Summit Lake Westchester Reservoir No.1 (Lake Isle) Schuyler Cayuta Lake Westchester Saw Mill River, Middle,and tribs St. Lawrence Fish Creek and minor tribs Westchester Silver Lake St. Lawrence Black Lake Outlet/Black Lake Westchester Teatown Lake Steuben Lake Salubria Westchester Truesdale Lake Steuben Smith Pond Westchester Wallace Pond Suffolk Millers Pond Westchester Peach Lake Suffolk Mattituck(Marratooka)Pond Westchester Mamaroneck River, Lower Suffolk Tidal tribs to West Moriches Bay Westchester Mamaroneck River, Upp,and tribs Suffolk Canaan Lake Westchester Sheldrake River and tribs Suffolk Lake Ronkonkoma Westchester Blind Brook, Lower Suffolk Beaverdam Creek and tribs Westchester Blind Brook, Upper,and tribs Suffolk Big/Little Fresh Ponds Westchester Lake Lincoindale Suffolk Fresh Pond Westchester Lake Meahaugh Suffolk Great South Bay, East Wyoming Java Lake Suffolk Great South Bay, Middle Wyoming Silver Lake Note: The list above identifies those waters from the final New York State"2014 Section 303(d) List of Impaired Waters Requiring a TMDLIOther Strategy", dated January 2015, that are impaired by silt, sediment or nutrients. 54 APPENDIX F LIST OF NYS DEC REGIONAL OFFICES Reckon COVERING THE DIVISION OF DIVISION OF WATER FOLLOWING ENVIRONMENTAL (DOW) COUNTIES: PERMITS (DEP) PERMIT ADMINISTRATORS WATER(SPDES) PROGRAM 1 NASSAU AND SUFFOLK 5D.CIRCLE ROAD 50 CIRCLE ROAD STONY BROOK,NY 11790 STONY BROOK,NY 11790-3409 TEL.(631)444-0365 TEL.(631)444-040 5 2 BRONx,KINGS,NEW YORK, 1 HUNTERS POI NT PLAZA, 1 HUNTERS POINT PLAZA, QUEENS AND RICHMOND 47-40 21 ST ST. 47-40 21 ST ST. LONG ISLAND CITY,NY 11101-5407 LONG ISLAND CITY,NY 11101-5407 TEL.(718)482.4997 TEL.(718)482-4933 3 OUTCHESS,ORANGE,PUTNAM, 21 SOUTH PUTT CORNERS ROAD 100 HILLSIDE AVENUE,SUITE 1W ROCKLAND,SULLIVAN,ULSTER NEW PALTZ,NY 12561-1696 WHITE PLAINS,NY 10603 AND WESTCHESTER TEL.(845)256.3059 TEL.(914)428-2505 4 ALBANY,COLUMBIA, 1150 NORTH WESTCOTT ROAD 1130 NORTH WESTCOTT ROAD DELAWARE,GREENE, SCHENECTADY,NY 12306-2014 SCHENECTADY,NY 12306-2014 MONTGOMERY,OTSEGO, TEL.(518)357.2069 TEL.(518)357-2045 RENSSELAER,SCHENECTADY AND SCHOHARIE ,C CLINTON,ESSEx,FRANKLIN, 1115 STATE ROUTE 86, Po Box 296 232 GOLF COURSE ROAD FULTON,HAMILTON, RAY BROOK,NY 12977-0296 WARRENSBURG,NY 12885-1172 SARATOGA,WARREN AND TEL.(518)897-1234 TEL.(518)623-1200 WASHINGTON 6 HERKIMER,JEFFERSON, STATE OFFICE BUILDING STATE OFFICE BUILDING LEWIS,ONEIDA AND 317 WASHINGTON STREET 207 GENESEE STREET ST.LAWRENCE WATERTOWN,NY 13601-3787 UTICA,NY 13501-2885 TEL. 315 785.2245 TEL. 315 793-2554 7 BROOME,CAYUGA, 615 ERIE BLVD.WEST 615 ERIE BLVD.WEST CHENANGO,CORTLAND, SYRACUSE,NY 13204-2400 SYRACUSE,NY 13204-2400 MADISON,ONONDAGA, TEL.(315)426-7438 TEL.(315)426-7500 OSWEGO,TIOGA AND TOMPKINS $ CHEMUNG,GENESEE, 6274 EAST AVON-LIMA ROAD 6274 EAST AVON-LIMA RD. LIVINGSTON,MONROE, AVON,NY 14414-9519 AVON,NY 14414-9519 ONTARIO,ORLEANS, TEL.(585)226.2466 TEL.(585)226-2466 SCHUYLER,SENECA, STEUBEN,WAYNE AND YATES g ALLEGANY, 270 MICHIGAN AVENUE 270 MICHIGAN AVE. CATTARAUGUS, BUFFALO,NY 14203-2999 BUFFALO,NY 14203-2999 CHAUTAUQUA,ERIE, TEL.(716)851-7165 TEL.(716)851-7070 NIAGARA AND WYOMING 55 APPENDIX S MS4 ACCEPTANCE FORM, NOTICE OF INTENT (NOI), NOTICE OF TERMINATION (NOT) FORM ' NW YO rtm n f A OPPORTUNITY Environmental Conservation 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 f=orm to Notice Of Intent and Submit to Address Above I. Project Owner/Operator Information 1. Owner/Operator Name: Queensburywood, LLC 2. Contact Person: Dave Fusco 3. Street Address: 15.29 Western Avenue 4, City/State/Zip: Albany, NY 12203 IL Project Site Information 5. Project/Site Name: Harbor Freight Tools 6. Street Address: 871 US Route 9 7. City/State/Zip: Queensbury, NY 12804 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: 1 5. City/State/Zip: 16. Telephone Number: Page 1 of 2 MS4 SWPPP Acceptance Form - continued V. Certification Statement- MS4 Official (principal executive officer or ranking elected official)or Duly Authorized Representative 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 I 0644089821 NOTICE OF INTENT New York State Department of Environmental Conservation ® Division of Water ° 625 Broadway, 4th Floor NYREEEEED NNW Albany, New York 12233-3505 (for DEC use only) Stormwater Discharges Associated with Construction Activity Under State Pollutant Discharge Elimination System (SPDES) General. Permit # GP-0--15--002 All sections must be completed unless otherwise noted. Failure to complete all items may result in this form being returned to you, thereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a Stormwater Pollution Prevention Plan prior to submitting this NOI . Applicants are responsible for identifying and obtaining other DEC permits that may be required. -IMPORTANT- RETURN THIS FORM TO THE ADDRESS ABOVE OWNER/OPERATOR MUST SIGN FORM MM E5 *z�erj er # '' ? i4at o 01. Q U E E N S B U R Y W O O D I L L C ISR -MlMr F U S C O .a=�'�A =vr- .r rs;a.ac,i' ...« .a yy�� :5"x aj.�.Y/-Y5 v {r34 r:� fa "a"�.� ci:rxxs«.r>r»^axzrresI °:a � r ^ fA �'TA]YTC� D A V E pl «c9 A*.':s3&:.«YS�... a• a "fix. Y��S k Al P§ a °«i' 2 i "5.�'^'^^'"^"'"^" t 1 -5 2 9 W E S T E R N A V E N U E a€ �-Mmagv s gg, .¢0a; cs »sr =A I h BAN I Y $$ �m MTV 112121 0 3 €n� ° 2a - � sk / mal• . a g° p.Rs M -z�z�"'r'�ren .p g�_• �.�.,�,.•",.c� E g�, rr P a�^_s ?...,� v ......-,..,-.w..,»....«»-.,..«««,«....,«...»..-.-.-...»...».»«.«».»..... ,.-...www:-« ....1..� '.:4...kY.. I I T I I Ll.... I �s Sai 2 u� ' 7 pr t� _a} 4 to!s 4 rT, E .T r v°»ssr-nv a 3¢4-e a `, Sj1 6 a)a.S ansr vn✓ 1 re ✓ g" EE e$MPK v�8 .....r..m. IR Page 1 of 14 I 6401089828 u H mrz --r .:.«««.«.:"»» zrasaa 9Y'N`i �.«»».«..�«,.�'�'� sr " a»:,•.:»» ««. °µN4s.,`".. _�a na$ .c., .. 10 i.s. .s .»." p+ eC. y.»».::. »».ak»ra�'• FH A R Bi O R F R E I G H T TOOL S g A Af3yr `e'°L NO R,.. 8 7 1. U S R O MT E 191 1 1 1 '1 1 . 1 1 1. 1- 1 1 1 i I I `p ii Ea vv -- +� xs,..,... ` Q U E E N S B U R Y �7�#u s?a � » ¢ czx.»rr „�a �«ur:v� r;�xz ���. gym.a ¢� UR ��:``'" " . . .. -..-� ... .. °g �$s'��� .tea,�.� ��-P��� -. � e ���• N Y 1121 ,91014 . W A R R BIN � 5 aq `�.t� Ran! xaSs�F��.I� i n9� �®.®».�_ �.•Yas-.cxs°a..zsafl,eE "e$ ,a..,,......_ .....�.......: " M 0 N T RAY ROA D 17 3'Xski&d.Y:P WdYB�c ifN 6G �.". x.Y.'".£k'«�'S ..°` 2'i.: .,'a sss"e�" _" R.4�msa'a :.k»ssr»,v ssx: .ax.'.sc'.s.?wil?�t'} R'hs�t aSd�s MN 6c»-"4 «ati �m ,m.�p .. SKII�'� `'+4, RNP *:z�a.�,mttc:sc.p c r 1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this you must go to the NYSDEC Stormwater Interactive Map on the DEC website at: www.dec.ny.gov/imsmaps/stormwater/viewer.htm Zoom into your Project T-ocation such that you can accurately click on the centroid of your site. Once you have located your project site, go to the toot boxes on the top and choose "i" (identify) . Then clack on the center of your site and a new window containing the X, T coordinates in UTM will pop up. Transcribe these coordinates into the boxes below. For problems with the interactive map use the help function. X Coordinates (Eason ) Y Coordinates (Northin ) 6 0 7 4 7 1 4 7 9 8 7 2 8 6- _ - ^» ,. «».»..» K ::««N«Y°„«,'"^"`,«,«««. ««.»«».°i°>i���✓a �{ - «»«»«...:..»�» .»»»»M•w1�«:.':��«"0...^0..'n«� '«",µ.5��«««. :.»«'" "v^.«»:`"^`^«'i^^«^^"". KCt€%'._ `t »�'^^«�,.n°'S».'«'»... d -a;- ��.z "z v. �' R�de�.opm�n ` T'4a�iLm 3.: '„„'e-, '� a '''�+ 'I"`r .iE�p .�i`t'x'.c� �i�. r'.x.i s a sa ?aa ✓a�7 - _:"»,:: .«"�" .«.«.«. s,:. EQ Page 2 of 14 I 4107089829 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre-Development Post-Development Existing Land Use Future Land Use O FOREST O SINGLE FAMILY HOME Number of Lots O .PASTURE/OPEN LAND O SINGLE FAMILY SUBDIVISION O CULTIVATED LAND O TOWN HOME RESIDENTIAL O SINGLE FAMILY HOME O MULTIFAMILY RESIDENTIAL O SINGLE FAMILY SUBDIVISION O INSTITUTIONAL/SCHOOL () TOWN HOME RESIDENTIAL O INDUSTRIAL O MULTIFAMILY RESIDENTIAL ® COMMERCIAL O INSTITUTIONAL/SCHOOL O MUNICIPAL O INDUSTRIAL O ROAD/HIGHWAY 4 COMMERCIAL O RECREATIONAL/SPORTS FIELD O ROAD/HIGHWAY O BIKE PATH/TRAIL O RECREATIONAL/SPORTS FIELD O LINEAR UTILITY (water, sewer, gas, etc. ) O BIKE PATH/TRAIL O PARKING LOT O LINEAR UTILITY O CLEARING/GRADING ONLY () PARKING LOT O DEMOLITION, NO REDEVELOPMENT O OTHER O WELL DRILLING ACTIVITY * (Oil, Gas, etc. ) O OTHER *Note; for gas well drilling, non-high volume hydraulic fractured wells only »..�.:.M....,..»._».... 4: K9,..." ra>•<in7 ,Pxq+.�?#„p''g�.r- -� ,5 '��IL� � �T �R��:tt¢'`'�r .:css. .€6p,'-@c ::.,{: s -.uaynyr�', ^:a.c.,��yr 4»wEacdrLai s p.w��' � .}.�`e�«� .ef 6 G7� "r.-.�>c�✓fs'#�E� $Ed:. a "' 'za:?S a".� ...: ,z•a .r@ 104ougg— ' grg r- igt.a�rt, ASIA p„{ ,3 y fry yaT`-�t^ yyryry{�(( yp.� raa;x'; c' P�� &F!§' x^;ry Iuf£j¢fix#�£1z�3 rya £° oJa m` Y9d � P ,..! Fd Ar w .Y_.. ..._;w....... 2 1 5. Do you plan to disturb more than 5 acres of soil at any one time? O Yes 0 No »»",»�-„� ;k e � _..._ _.., __-_�.e.,A � _.µ.�..,.�. -.ew y7 s..v xj�, a �.»a✓g ;�-z" a�. r �Via¢'^' �-... .,.,�^w•.I; di�.� ��' _:.:... »,... .»».�.».+� ���.. �2 �,-. :, ir ».-° r»."r :" a 69a a g.{•,_ r --'r°a« ..,zz...z y sa R 's '3111 o5�. e a's.-1>,E ..a/�� �^u.`«d' ,fTe t t✓li 39 _ 7. Is this a phased project? }(�y O Yes ®No �'a e F tei 20 .8 m to ua �es d � Page 3 of 14 860008982 . - _ Kw' -i ' csPzmz ec. ;' - -»x SHA L FWA Y C- 'R E EK m .'B E ,-. m Fe pN sM Oil ?fit' a £° ��@ MM" a s8 H c - ;;. .,Ex°"x".. },sit - v�x. �— "'.`<^ � '. «.. -^«. .«�.'�`' - '�,S�'S <:�"3�:,+.�.'�*''',I �c��'..„ �}"�SG,y',?a",�x°,.`� ']«.«»'sd"- "�..............°»°,«." «»»»»«««.«..« ^"°'" ..:�zr,�as•«�j,_-`""'«'«" Y 6 4 lir '»`� ', «,..w-:s ,,vaua,as 8•a�?ax a S;Y#t'ix�"r' v d<@° .F �vJ 4'$.O"A ",..""»... .tt,^^coFx»� z£ 3su'" �- `":2 �"' M'.¢ `�Sac1r,¢�` e 3aT<y.« ` »vx,.iw w�.zs. �dSs�a.r. S°F iS 1 _ §a9<8"� ..««.«.«`«'«",..,^.».:..««».». Y 3 k,J'{i{,if 'h 5yy Fj , 7{ I d S a de �»�«-« ,» .......::.SX 4 I p 5 1 -ice-S5` 'M^«., .`.a.@ :m�st;'�r�:rrR~s ».»»»»,."`,, °..fs"° �S=:w...,». ».:.w.»..« ^'^es:ar °»»^»»,»ten.-...,s.> z�r.......A3. 10. Has the surface waterbody(ies) in question 9 been identified as a O Yes ® No 303(d) segment in Appendix E of GP-0-15-002? ;3� 1s; ka �1e5c i £atag of1ze�C�lagj{ i [ s -- m` ® § �' =®5 ®Qe� padl, I ".�' _i3;''.}'daiPg'a "a` ?s=. °. L m� ® e.. , -„X - ....._....._ .........______ _.......,.._. ....,_...:'.:....z. x...F:...x ....x..,._... ..�x�.: ° -ia_...i^�'-m. 12. Is the project located in one of the watershed areas associated with AA and AA-S classified O Yes ® No waters? If no, skip question 13. (µ` . -'r. .. , `r»»» .,�..e�"�.,. OF Old I +75;34- 1d�T�",�,'°�.�'.���' - 5 14 . Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent O Yes ®No area? LPage 4 of 14 6403089820 a .}{j.�g•ur es- ..,..,:.r.;»;»- ^.,^. .. ;' t`r4}F a¢ si.+su�'' a; a »«,»^.». ,.».^n sst- -•-:»».,.-.. � �,��;.5�.. .,.»ctt.Cy ?7 t:S"�=7. "�." i"°�. _`.�"zre' x" {r`3° 8 �ua --' •-° ..w .,a zHIM �� i -�',Saa�.r➢ - ,.'�v.crsa ks r .'-y'. y tt O'k}c.fi ?.P..''° »»^'^^ .»»; .,--r✓r.z to Eby# _ ✓»e'v^a e„'�,�,.,.m:. «e.^.° :�....?.... E.cv?....«.>,..,„» 16. What is the name of the municipality/entity that owns the separate storm sewer system? N Y SIT) O T F a ?€t v h --. ..».,.,,.,,.a v a i$r(-. »» »` .r,»a., : ¢ :�.w s.zcY j _q , @ z.,. .a a• z.. am” - _ �«°.:g�.„,,.� i:3.1. ��~� ��:�'1"'��a raw.. E6�a a ....:........ t1�.'�:. •.F �:�ssy, s r xis..::^:. '»,.�. »»«.««'^.«.«".�^w".«^«.«.`".':eF.sC'.,««..««..^«x«. ':2..Ys.�"".,�.✓.S 'SYX".°Yri $..�'C `v"3.° .-..«.««..:. 'S&fy'ffi' .3.L 1 K^:".x LPo-.�AY ag� a�ds� 'f n'a�'`£""^' 18. Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law? O Yes ® No ;:. ds�`jgg�'e- Z$ s � xt�" urge eta e °Pau � � �- 20. Is this a remediation project being done under a Department approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup O Yes No Agreement, etc. ) UN�"'��€ a�n,:""...�»»�.'-;*�»n' .r#A{*�: � .-�. ��o�� .»�.».....,..» "� .,s:�a[.@ d�{.a �„ °*�.a•cai% L g� {� �„�a��^a.»��>ra. µ;,, �& .».»»»«».»».»w��.»�.» L�z4 p��: crab:..,,.;-.,..:..�».�� Yx_" - ...:«.::....:......»,.. »»»»,»,.,»�:,.rv..:rvrs�.�as.� ....:�-.»-.-...,».,...».».-.»»......»-..».,..».:».. »-»^^M•-yr^-s;s}i�. .za,�,.....:»e.. .,»,.»» zrt7 .g6,' 22. Does this construction activity require the development of a SWPPP that includes the post-construction stormwater management practice component (i.e. Runoff Reduction, Water Quality and ® Yes O No Quantity Control practices/techniques) ? If No, skip questions 23 and 27-39. �a&$ '.,£_Y{ ��.�C1�e�® -�� _ ����4d��'.r�7'�.��. - -�°-.�Tb3q e§ 'az._ yaE;r'� i_�•h{ }[3 k ,{�"� _v�::g�� arop; � Page 5 of 14 F0251089825 .s ps:c.MR x' x,:.:s�, ". - ✓✓. .z. t i 3€, F- 3(a c:F.c-:= f.x '" .t Y-it».«fir„ .tf. -,-Pi n 4 'IT �r...�''..Vr "-ea` ., `�-{}y .4°G-C�F f,!a� 4 @'_._ - .,«».,«� ,«<.a,::c ,.:�r-^�s*.:7 ,r 4 `Cr�a "... ••.;�„;`s @r -"e w» s a�"".r eK 3s....»« x a'"#f�a.ua7°a 8 4c•?.'r Ee.r a �3¢E °3C @fie"..»»».» .»».».»°«„� ,�'�-- a:ar tt-fs. '1 - � :. „^.�: °� ; 0] and®Wae� Conseruaion gni AM- MET IMI .n® kz>fi�'.w4�"Ci} a'Fs:» �....E v3 3@�v�° q �M t `"°, :,.»-zc 4 oaf # � ik Es 3 =C`zy ca e z e ru 9- au ,;3ea4 sIS 14 M. ..z«:.c.' w. a-.¢a �"`""”" A B D E N G T N E E R S L L P a-kHy as:'g E '1'�"�Sa �E j 3 E� <».,»,..»......»...».,»......:»..»..,,.,. ,».:. _ """«."` w""""'""..„ »:,m.' a•u' atdai' $r,,.' B T A N C H T N E J 1 O 1 S I E P I H M. e _ as."'.".}i i:�Bs t.4 .'a ., ar 4111 1 U N TON S TR E E T a MIN Ell S C H E N E C T A D Y ® N Y ® 1 2 3 4 5 � at:� g q ` � t s : ,. ' � & @ V _:6 }, Ac` n� roc*" ®� a .&&- IVRI ^Ai.1. 4-1:7 5 1 8 3 7 7 0 3 1 5 = 5 1 $ 3 7 7 3 3 7 9 >f x� xix».^ttas.tta x..,«.«gs x r?aa.� £ z »-n x rn..a' «»�nz»,szxv- srry a' t joe@abden. g C 0 M __. »»- ¢�r' re ; "'s Silo -»:.s^.r -L ^�"..u;t.�r{x. �.: '°"'^""'»«-6W..«�. •�°$°.°PS'Ely� SWPPP Preparer Certification I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-15-002. Furthermore, T understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and./or administrative proceedings. First Name MI J O S E P H I I J� Last Name B TANCH I T I N I E Signature Date EOIMI � LPage 6 of 14 J 0005089822 °-..fna;•.<.xrt .,,z. ufi.*'1'.::s.c«<�» ;,.,, aa:✓'.✓ z ;"C1 ` ��` 51 'r:C'�' +',.' ,' sy i;� Prr .. s:✓:ar>rr s�xrs = ^x�KK»'.: M.»».»»».: ,»»».�-tea*n"».,`°sv kY"' -��,... ...... �l.J.,✓lV0 -Ra't ..» ...s. fir —f` '"-' .°.,.tta er✓.szs.uve: xxc:: :a b d "'§� e. �.»<».:M v-irs:rIfa..aa sx_<»'s^. ^^^ ttr..:>vn ✓r° i.. !Y:�r 26. Select all of the erosion and sediment control practices that will be employed on the project site: Temporary Structural Vegetative Measures O Check Dams O Brush Matting O Construction Road Stabilization O Dune Stabilization O Dust Control O Grassed Waterway O Earth Dike ®Mulching O Level Spreader O Protecting Vegetation O Perimeter Dike/Swale O Recreation Area Improvement O Pipe Slope Drain ® Seeding O Portable Sediment Tank O Sodding O Rock Dam O Straw/Hay Bale Dike O Sediment Basin O Streambank Protection O Sediment Traps O Temporary Swale Silt Fence ® Topsoiling Stabilized Construction Entrance O Vegetating Waterways ® Storm Drain Inlet Protection Permanent Structural O Straw/Hay Bale Dike O Temporary Access Waterway Crossing O Debris Basin O Temporary Stormdrain Diversion O Diversion O Temporary Swale O Grade Stabilization Structure O Turbidity Curtain 0 Land Grading O Water bars O Lined Waterway (Rock) O Paved Channel (Concrete) Biotechnical O Paved Flume O Brush Matting ® Retaining Wall O Wattling O Riprap Slope Protection O Rock Outlet Protection O Streambank Protection Other Page 7 of 14 I 0182489828 I Post-construction, Stormwater Management Practice (SMP) Requirements Important: Completion of Questions 27-39 is not required if response to Question 22 is No. yd µ .....m -av^— �.• e^�®d'n A AB.. /L�i+y� ®�{,pq//��¢ J p �q.�.�•jy' '� �{�£S� .q�,m yry 3 �@«'.� r@e�'���m® a IT �._�� .:;.:,mr'� a�3 '• ���.�da@$���@��@e� "¢ .°�� 4.��. 4 a£ta':�:Ldx f�d��s"i' �'� "}4x as�E�� kQ k* BACV� :o]Ci OSI` 3 3 �z�SrI ��® � e w-r@p''p V,; 411 2, pa".5„TaA €x �''i1 342`* d j § e �d g ryyay'm( xa�s» ..r. .:.:n x.u¢YJ{R all 'i. ,.u. »».,....,'< ... n;»«tt`."`✓�".f.. �°�':�5@.&is 9✓a.,:.P'5�} l#.zn�{� F - ar aacfic-.:w...araa ;ax ia-.::sm,+wx.v:,. ;x31cxi,. rs "� »»..^.a»u.r•.vr.»6¢.;a 6:r,:c <;r^cxcr.^av::s°sysra;,..x,ritt:xr'^s.aa.:« 3n _ r '3 _ ri x{3'3 u_:»;,=a.». »».^»»»'az;«.c,�ax fix' °°arx.ape�a. xsuzs;' z - Ma ezrattrs,se�,a W 3.� ''' e 1' s: »,,:;xx»• .. «: >x�z e.�a"irr"NI yP u r 2g yp, '4 ?.� @ »:« r. area:>a:.<:,ar «a r„m,,.-�.:.a �g ..».»..«. .»«.».».»».«»,».«».»».,. :..: zttr v✓..sziz ..i q,i,5-,TJ-. �a lv:,�� ��ta .-a..m...,..�.:«":wa✓x.°<:: Fa e � ^kr4 �i f. ,»...�� .^^«:,;:r - vc a� c ....»«,«�. hY "f>rut�sv �"F - . x ;z`sa'i 'a" « mxivx"'.4;esu✓..srx^6 6 a�z.6"ca6"'s'mr6•'z":£ ,z}'v:a� 6a4 -S M a Psq - >:•war:sz :c?a iii .�,.« a"' �� aS;a.' Y�q:2 �6S':?XN °ttr °d»z en✓baa..�✓✓' �� E,4°���3 ��� f°r x`�d � z�° "^'",»"«� `" w�s�>"....aaR ��+t4� gw �9, A4°t pe e� k„"3.,..3P 55Y •�.;b3s �rs K�: ai•i�fxx-. « a,..�.�x,;¢ax�.,ra� ®aa;>a° mioa•9.ty.�n,. •...9g-a• ._.?`: _._. .,.a srS 9 S.s,�--•.✓a .� ®. ®saa a t..�.-w 27a. Indicate which of the following soil restoration criteria was used to address the requirements in Section 5.1. 6("Soil Restoration") of the Design Manual (2010 version) . ®All disturbed areas will be restored in accordance with the Soil Restoration requirements in Table 5.3 of the Design Manual (see page 5-22) . O Compacted areas were considered as impervious cover when calculating the WQv Required, and the compacted areas were assigned a post-construction Hydrologic Soil Group (HSG) designation that is one level less permeable than existing conditions for the hydrology analysis. q: c3 a m X43 ( KT �,I_2< AMEnt }fid M. 33 1� v 'C4:J S1'•1^1".0 g iB ®® 0®® ®_® pig S- � s .®."�' at 0 _; 29. Identify the RR techniques (Area Reduction) , RR techniques (Volume Reduction) and Standard SMPs with RRv Capacity in Table 1 (See Page 9) that were used to reduce the Total WQv Required(428) . Also, provide in Table 1 the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques, provide the total contributing area (includes pervious area) and, if applicable, the total impervious area that contributes runoff to the technique/practice. Note: Redevelopment projects shall use Tables 1 and 2 to identify the SMPs used to treat and/or reduce the WQv required. If runoff reduction techniques will not be used to reduce the required WQv, skip to question 33a after identifying the SMps. Page 8 0£ 14 I 7738089822 Table 1 - Runoff Reduction (RR) Techniques and Standard Stormwater Management Practices (SMPs) Total Contributing Total Contributing RR Techniques (Area Reduction) Area (acres) Impervious Area(acres) O Conservation of Natural Areas (RR-1) . . . �•� and/or 0 Sheatflow to Riparian Buffers Filters Strips RR-2 , , , , , , , , , , and/or O Tree Planting/Tree Pit (RR-3) and/or " O Disconnection of Rooftop Runoff (RR-4) . . and/or RR Techniques (Volume Reduction) O Vegetated Swale (RR-5) • . . • • . • • • • . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . ORain Garden (RR-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Stormwater Planter (RR-7) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Barrel/Cistern (RR-8) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPorous Pavement (RR-9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OGreen Roof (RR-10) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Standard SMPs with RRv Capacity ® Infiltration Trench (I-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 1 4 O Infiltration Basin (I-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ODry Well (2-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Underground Infiltration System (I-4) . . . . . . . . . . . . . . • . . . • . . . . . OBioretention (F-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ODry Swale (0-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Standard SMPs O Micropool Extended Detention (P-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . OWet Pond (P-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Extended Detention (P--3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Multiple Pond System (P-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPocket Pond (P-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Surface Sand Filter (F-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Underground Sand Filter (F-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Perimeter Sand Filter (F-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Organic Filter (F-4) . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . O Shallow Wetland (W-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Extended Detention Wetland (W-2) . . . . O Pond/Wetland System (W-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Pocket Wetland (W-4) . . . . . . . . . . . . . I . . . . . . . I . . . . . . . . . . . . . . . . . . . . OWet Swale (0-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LPage 9 of 14 1 0762089822 «.«««,-..«"«» ^r�»»«.«:✓.A„ £}a k �. »«.V M�$@�S�g(@�,ah 'S.9gr��T��.�}��`4.� .T.�«.�'4��«»-M � y�S "°"".T^Y.'.'...di�/JTk'«7� ��¢��y��'�«�«».`."». �" �--k»« »-• ,»»....:«,«^»«,.» « 1�".a. iY#� c 1 6'.'S. f I�B�¢� ®e�l:� .1 eki� ^mS="".`^3,tKY tTfF3£rkRd'fl "`x.°: »J.'«f✓ ¢ate .�.«» ».+.,»,««. LI9•�— � ® fir �ej�k e _ I[l 4 2}J ��i 4r' N. gir r ;-�SER �d�{��-� � Y K ffiNiffffiv- Y..`s.'„.""; '+$.!iz'?>SexLS.C.-,EHS7`^a",,Y��7""'"^�'�Yi.33�.']T�Fs.``��6Ii�„�i, :»...v.m,'-.'s."zs»^.:�. I:""Y2r.?»»»».-�»:."'"> ^.asa^':ar�t,M-},.- y.shyY-,�t �}{A-.,+:- ��-8'-S.68E':`{E2.4[r°-•....i.»»«,....»»yGeww.»:..,»...».».:'71:.»x""^`.`fs»i::.k^l-�,'. `'�✓."""..° :.J,% rre TPA— ra_��n%-£u3"-»£i-aYg,�-3»i.i-»»KSµ»»4""»'»».,,«»"..:,»",»»..`.»Vi»:�»:M�"-p"».`»^g..'.:°.°�.«-y✓,.. ..°S.`T.�"kg�al '. .» ."»-»......«»»«»»«,w i »««««..»«,« »�� a9Lt%��4�1✓�.e� {,,.E� :S�:S4b� ��3�4,Y :�.L. »SEX C .«. c? .nl. _ C r y 'S#au a l a 6 r P?.IN._fIH R . _ @ ,? i LLI I I I 1g5 - v .rv*-^ ;r^^-: as-.��j ,^ 3p.'�ydiL" sr��. - �.xz.iS.F�ae 30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and Standard SMPs with RRv capacity identified in question 29. Total RRv provided �• 1 2 8 acre-feet .Ssaiu" ..:2£1 aWN :}n'if ................ �....»».»,...« •.. „»»..«..,.,.....r �» R�p��.[:""{3�w'k��d �,r�SAf"'�°E� y t s �max"' ,...�` _6�� n» _ ".°"`:� ql rs s�"- F es`jtt -'3t :.a.cP.s!%,rs Ni ti-«s..£ ax z x �6 a,.:sE :».:,«...»..,....,.»:...:� ::,»».. xc�sz,r°� ^"✓. ��.s�{tt���;x�(ini-sa �n¢x c.:^ �.,sa d w».� °:°s�� `'szr I,�.., 32. Provide the Minimum RRv required based on HSG. (Minimum RRv Required = (2) (0. 95) (Ai) /12, Ai-(S) (Aic) ] Minimum RRv Required acre-feet z 1 i 1-�`a 'aax ✓�. L� '..I.C� � ��s�"«.E�"�sF�.°��'��,;�»». »° .. a'«°^&..»«xar ,�,.kia,.et }S iL�i�# �3d{t�PF f x �,.�.«.�«..«».«�«».,-...,.-�«�s raa - .a. A.`7..SR 1£�A ip VSPf.\ Y��t'.:'°'°.. 1e"•'.` L' .b. ,. 'YkSX V FA t'? � �R3 a'4111f F1,a4. ...L G. Gw�1"¢LPbP.�.. «%S"J w.+nYY �gU +'% �Vf.'I.t -htYA4 °. ; x�`F .m p No r� 4 MEN SE® QeesecLPe pxe ark mL1 . fi � rim=fib ��t �Ln P ' .Pew .A Page 10 of 14 J 1766089827 33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs in Table 2 that were used to treat the remaining total WQv(=Total WQv Required in 28 - Total RRv Provided in 30) . .Also, provide in Table 1 and 2 the total, impervious area that. contributes .runoff to each practice selected. Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects. q 14'T& I h § labNffl :.,,�n x»e«-vur��zssau-,raCt st°r...z;::�'"" �,.,,» �ar.� 8"�2�^rt°i�»»�»��»«�,.. < � '.,5��.x �;»".» «.- •`�-ce'� �z'� �„ .is�xa: ca- gg �^t'r-» � ✓ a °mss t+'t rrre . :.�;`�:ls s x� .ra.�'_. � ,a�a7 E, "P E t 6�1✓.Yuri 9 a Y .«3.«DS.>M£4`#,�r. E:!:.. �d�" .«««« .t4" C P T<�-#�� ... :zY....S. '�.�IF �:"SS.T°G"§t5:. Y- - #�?�e4�A C y ,a6�d"'�.'.'m.""'"^ .A:::.»✓ �r«yL ���: �Zdi!�f..'»°.�Ti+'.:d- µray»�t`:A:"�'«fes �».«�^« ».»»..,..,». »ssys��,�� ..... axv.r,�:�y., ,w�a�:" {? Srv.s^^^..,-.• ^^tea w .,.»..»..r„Yxttua <�y� �W},� ^ry�y .43+I d S-MR, •J.��'�»,.�'A ¢��]ai�.l '.: w 6" ...«»'" �V:iG x..4�rc,X[�<�.«.,«.-w" PLS,kR'�� "SP<fiL.Y>.»a§f.. -'C _.»»»..,-^.-^^".» ura"'"sa Dyke rx i s 'fp ''ie Pg� �;""""i°"'✓,...'.. »» x.,y� .is -^+=.mz `»`.»""""s»^sr- -. Ci.,-.««« "'". t. }y ..4{- ✓, .5.�.:. .}:�»��y �fll'1� � `,^f $ y(�„ ..:� �'S'€L FAQ F'_ - -: S?L EC. Rahn -i6� �Y 4.. 5 4t-, �^J.1 >,^.. L li• �'Y,"'",.g�� ¢ '�i`C Y! ^,°'«^:.«.."'»»'Ad' '""..,...'..`.<.^.` S«S.ki "e. '»9�� d B�.'.� t rxsxsss�?£.�. >=:�'ds�,. _ ,.�.� .,._,_ '..�..,:❑^s»w ...-�.�..�.^.^:xsara:a; .,,...».:.. 39 . Provide the sum of the Total RRv provided (#30) and �•� the WQv provided (433a) . a ( logy d f „ reted0a€�1;. °Fa Z� §XRT mo_ r - � :ea9.z 36. Provide the total Channel Protection. Storage Volume (CPv) required and provided or select waiver (36a) , if applicable. CPv Required CPv Provided acre-feet �'ware-feet iq- BAMS t�taa - s 37. Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or select waiver (37a) , if applicable. Total Overbank Flood Control Criteria (Qp) Pre-Development Post-development 2 0 CFS 0 Q CFS Total Extreme Flood Control Criteria (Qf) Pre-Development Post--development am u• 1 0 CFS r 6 , 3 2 0 CFS Page 11 of 14 J 1310089822 �a's£ �^sn x„sin r�s?.,s :Er.;�•,�ii�"dts 0 »,»..».«.».»«..:,.:. scr. s>a �}3? ? �rsN .a `" •..,,:,,..6,,..,,.:...: aa.�P.®y,'!,�, -.- �".p9,,{�"4�� c'��p� p .`.". T s=g �M. e vv a B .>�' 38. Has a long term Operation and Maintenance Plan for the post-construction stormwater management practice (s) been ® Yes O No developed? If Yes, Identify the entity responsible for the long term Operation and Maintenance Q U E E N S B U R Y W O O D L L C ® PCTs Soma fi��iar��� ��a -� � �[iS tt� � tdns uta . ® xx 8 ��,"P '� ® j ;® m A m �i. �E G S«" fig} 9Se 3E teB 5C Page 12 of 14 1 4285089826 40. Identify other DEC permits., existing and new, that are required for this project/facility. O Air Pollution Control O Coastal Erosion O Hazardous Waste O Long Island Wells O Mined Land Reclamation O Solid Waste O Navigable Waters Protection / Article 15 O Water Quality Certificate O Dam Safety O Water Supply () Freshwater Wetlands/Article 24 O Tidal Wetlands O Wild, Scenic and Recreational Divers O Stream Bed or Bank Protection / Article 15 O Endangered or Threatened Species (Incidental Take Permit) O Individual SPDES O SPDES Multi-Sector GP N Y R O Other None 5 ® cMCI' ����Iit ��' 42. Is this project subject to the requirements of a regulated, traditional land use control MS4? ® Yes O No (If No, skip question 43) ia1 al'' suxna ttd a� ag 44. If this NOI is being submitted for the purpose of continuing or transferring coverage under a general permit for stormwater runoff from construction activities, please indicate the former SPDES number assigned. N Y R LPage 13 of 14 1 3547089826 Nnz „.�:�zxrcte � �c�����,��,��"uz����`�� °•�.��r�,"� �.�" �":��-°����b �'�=ng�:�eq�lix�nsen�s� .`�v"`�..' '�b".......°,.p..,,� �e .�� ......= T,A�a` �,�ra����eiea� ��•gl` �2 '� ch�at3��s i��.�.ul�ns .r-x�a mal-sin-��x}[iaGt �ri � tags �Y� .���, ��°"`s3�""`"`"""" 0 _'g6wtC� a a fln� u txnde�s �n ha� � �� e�t. v€ sag e= en 3 e a ifr_ �e momai, ®— a hry- �% �� e � Dr� °�sA. -���, s�r � � � st5ii a®y�fi�s�i�r�ls7n,aaC.�� ai had �a = i t4rerit�a� � -mac # ®o st u ®ten; antii��_ rg1 DAV E F U S C - :: i .sar R. - �.�t -{•jt"' ..«...».» £�sauv -' sz y �:X���6^z'{a a�?. � E' t 83 h •4. °3l°'."'r>t g8F`.0 Ate"`"'i"'«««««««' 6 t...k 6 a'i d ��.-_..,'M..: `""� .,+:r3`+�_.�ni7�'?'»,".»»�»` .""• z» -,..�-j°.'6-ai-..i �;`�'�.«. �»-^.».,»»,:.:..»»�»»....» ....:�rx' .,.—",.";vr,.,Ys �,':. .a-- sS ,�. Page 14 of 14 J New York State Department of Environmental Conservation Division of Water 625 Broadway, 4th Floor Albany, New York 12233-3505 *([COTE: 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 1. Owner or Operator Information 1. Owner/Operator Name: Queensburywood, LLC 2. Street Address: 1529 Western Avenue 3. City/StatelZip: Albany NY 12203 4. Contact Person: Dave Fusco 4a.Telephone: 4b. Contact.Person E-Mail: 11. Project Site Information 5. Project/Site Name: Harbor Freight Tools 6. Street Address: 871 US Route 9 7. City/Zip: Queensbury, NY 12804 8. County: Warren III. Reason for Termination 9a. ❑ All disturbed areas have achieved final stabilization in accordance with the general permit and SWPPP. *Date final stabilization com leted month) ear : 9b. ❑ Permit coverage has been transferred to new owner/operator. Indicate new owner/operator's permit identification number: NYR (Note: Permit coverage can not be terminated by owner identified in 1.1. above until new ownerloperator 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 1 Of.) 10b. Have all post-construction stormwater management practices included in the final SWPPP been constructed? ❑ yes ❑ no (if no, explain on Page 2) 1 pc. Identify the entity responsible for long-term operation and maintenance of practice(s)? Page 1 of 3 I 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). n 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. 1Of. 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 Vll. 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: TitlelPosition: Signature: Date: VIII. Qualified Inspector Certification - Post-construction Stormwater Management Practice(s): 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 hereby certify that this document was prepared by me or under my direction or supervision. My determination, based upon my inquiry of the person(s)who managed the construction activity, or those persons directly responsible for gathering the information, is that the information provided in this document is true, accurate and complete. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. Printed Name: Title/Position: Signature: Date: (NYS DEC Notice of Termination -January 2015) Page 3 of 3 APPENDIX C EROSION AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS STANDARD AND SPECIFICATIONS FOR CONCRETE TRUCK WASHOUT leaching of liquids into the ground.The liner shall be plastic sheeting with a minimum thickness of 10 rails with no holes or tears,and anchored beyond the top of the pit with an earthen berm,sand bags,stone,or other structural appurtenance except at the access point, If pre-fabricated washouts are used they must ensure the capture and containment of the concrete wash and be sized based on the expected frequency of concrete pours.They shall be sited as noted in the location criteria. Maintenance • All concrete washout facilities shall be inspected daily. Damaged or leaking facilities shall be deactivated and € _ _ repaired or replaced ixmnediately. Excess rainwater that has accumulated over hardened concrete should be Definition&_Scope pumped to a stabilized area,such as a grass filter strip. • Accumulated hardened material shall be removed when A temporary excavated or above ground lined constructed pit 75%of the storage capacity of the structure is filled. Any where concrete truck mixers and equipment can be washed excess wash water shall be pumped into a containment after their loads have been discharged,to prevent highly vessel and properly disposed of off site. alkaline runoff from entering storm drainage systems or • Dispose of the hardened material off-site in a leaching into soil, construction/demolition landfill.On-site disposal may be Conditions Where Practice AUUIieS allowed if this has been approved and accepted as part of the projects SWPPP.In that case,the material should be Washout facilities shall be provided for every project where recycled as specified,or buried and covered with a concrete will be poured or otherwise formed on the site.This minimum of 2 feet of clean compacted earthfill that is facility will receive highly alkaline wash water from the permanently stabilized to prevent erosion. cleaning of chutes,mixers,hoppers,vibrators,placing • The plastic liner shall be replaced with each cleaning of equipment,trowels,and screeds.Under no circumstances will the washout facility. wash water from these operations be allowed to infiltrate into • Inspect the project site frequently to ensure that no the soil or enter surface waters, concrete discharges are taking place in non-designated areas. Design Criteria Capacity: The washout facility should be sized to contain solids,wash water,and rainfall and sized to allow for the evaporation of the wash water and rainfall.Wash water shall be estimated at 7 gallons per chute and 50 gallons per hopper of the concrete pump truck and/or discharging drum. The minimum size shall be 8 feet by 8 feet at the bottom and 2 feet deep.If excavated,the side slopes shall be 2 horizontal to I vertical. Location: Locate the facility a minimurn of 100 feet from drainage swales,storm drahn inlets,wetlands,streams and other surface waters.Prevent surface water from entering the structure except for the access road.Provide appropriate access with a gravel access road sloped down to the structure. Signs shall be placed to direct drivers to the facility after their load is discharged. Liner: All washout facilities will be lined to prevent November 2016 Page 2.24 New York State Standards and Specifications For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR STABILIZED CONSTRUCTION ACCESS inert to commonly encountered chemicals,hydro-carbons, mildew,rot resistant,and conform to the fabric properties as shown: Grab Tensile ASTM 200 220 Strength(lbs) D1682 Elongation at 50 60 ASTM Failure(%) D1682 Mullen Burst ASTM Mail . ...... 1. 1.....1..1......._._ 1: 111.... Strength(lbs) 190 430 D3786 Definition & Scope Puncture ASTM D751 Strength(lbs) 40 125 Modified A stabilized pad of aggregate underlain with geotextile located Equivalent 40 SD 40-80 US Std at any point where traffic will be entering or leaving a Sieve construction site to or from a public right-of-way,street,alley, sidewalk,or parking area. The purpose of stabilized Opening Size CW-02215 construction access is to reduce or eliminate the tracking of sediment onto public rights-of-way or streets. Aggregate 6 ]0 - Depth Conditions Where Practice Applies 'Light Duty Road: Aim sites that have been graded to subgrade and where most travel would be single axle vehicles and an occasional multi- A stabilized construction access shall be used at all points of axle truck. Acceptable materials are Trevira Spunbond 1115,Mimfi construction ingress and egress. 100x,Typar 3401,or equivalent, zHeavy Duty Road: Area sites with only rough grading,and where most Design Criteria travel would be multi-axle vehicles. Acceptable materials are Trevira Spunbond 1135,Mirafi 600X,or equivalent. See Figure 2.1 on page 2.31 for details. s Fabrics not meeting these specifications may be used only when design Aggregate Size: Use a matrix of 1-4 inch stone,or procedure and supporting documentation are supplied to determine ag- reclaimed or recycled concrete equivalent, gregate depth and fabric strength. Thickness: Not less than six(6)inches. Maintenance Width: 12-foot minimum but not less than the full width of The access shall be maintained in a condition which will points where ingress or egress occurs. 24-foot minimum if prevent tracking of sediment onto public rights-of-way or there is only one access to the site. streets. This may require periodic top dressing with additional aggregate. All sediment spilled,dropped,or Length: As required,but not less than 50 feet (except on a washed onto public rights-of-way must be removed single residence lot where a 30 foot minimum would apply). itmnediately. Geotextile: To be placed over the entire area to be covered When necessary,wheels must be cleaned to remove with aggregate. Filter cloth will not be required on a single- sediment prior to entrance onto public rights-of-way. When family residence lot. Piping of surface water under entrance washing is required,it shall be done on an area stabilized shall be provided as required. If piping is impossible,a with aggregate,which drains into an approved sediment- mountable berm with 5:1 slopes will be permitted. trapping device, All sediment shall be prevented from entering storm drains,ditches,or watercourses. Criteria for Geotextile: The geotextile shall be woven or nonwoven fabric consisting only of continuous chain polymeric filaments or yarns of polyester. The fabric shall be November 2016 Page 2.30 New York State Standards and Specifications For Erosion and Sediment Control Figure 2.1 Stabilized Construction Access T SYMBOL ING "AEN' .. .. .. 0m. Zm'§MHTABLE BERN W AXIS,,; PAVEKENT 30. C - 1, ip66 T. G .r¢'k USE 1 , E, RECLAIMED L -RETE Rh LENGTH - NUT ?LESS THAN 00 FMT IZXCEPT 13N 4 SINCLE "ESE DE LOT WHERE` 30 FOOT IN H VMU APPLY TIS[ N "" NOT LMS THAN ) IhOIM.. WIDTH — T O IT S T` . . LES THE L I T lT W 1 -' 119! T° T"- ) FOOT IF SINGLE ENTRANCE TO SITE, EOT TILE - WILL BE PLAMD GWR fiHL ENTIREm ' . PRI13R TO PLACING OF STmm F - ALL SURFS WATER' rMnG 09 MVERTEDF UWARD , _ 'ACTI a A ''.MOUNTABLE JO - WITH ;:- - ` JJUL _ IH' n ! 7. KAINTENAWE — TPS ENTRANCE, $HALL, BE WATNTAINED IN A CCM[1313N WHICH WILL PREVENTI FLOW I - OF SEDIWAT 43 O PUBLIC R ' T -WAY, ALL SEDIMENT IMENT ILLED4, ZROPPED4, WASHED Mt TRACKED aNM PMIC RI �- - A EAST HEy� ED ] IAT' Y WHEN WPI NG I RE MEDA. IT SH&L BE DME DN A AREA, T. IED VITIH STOW 14D WIMCH IRAINS INTO AN APPROVED! SEIDIMENT TRAPPING BEV PERIODIC INVWTION AND NEEDED INAINTEWACE SWU BE PRZADED AFTER EACH IN. A�APTFD FREN ZETAtLSPROVINa RY1 USDA !- NRCS,. STABILIZED NEW YORK STATE.. AT' t T TT13N, NEW ME D tAL ATM% CONSTRUCTION EV I °ATC �� &I ER j , ACCESS New York State Standards and Specifications Page 2.31 November 2016 For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR MULCHING a - Remove all undesirable stones and other debris to meet the needs of the anticipated land use and maintenance required. Apply mulch after soil amendments and planting is accomplished or simultaneously if hydroseeding is used. Select appropriate mulch material and application rate or material needs. Hay mulch shall not be used in wetlands or in areas of permanent seeding. Clean straw mulch is preferred alternative in wetland application. Determine local availability. Definition and Scope Select appropriate mulch anchoring material. Applying coarse plant residue or chips,or other suitable NOTE: The best combination for grass/legume materials,to cover the soil surface to provide initial erosion establishment is straw(cereal grain)mulch applied at 2 ton/ control while a seeding or shrub planting is establishing. acre(901bs./1000sq.ft.)and anchored with wood fiber Mulch will conserve moisture and modify the surface soil mulch(hydromulch)at 500—7501bs./acre(11—17 temperature and reduce fluctuation of both. Mulch will lbs./1000 sq.ft.). The wood fiber mulch must be applied prevent soil surface crusting and aid in weed control.Mulch through a hydroseeder immediately after mulching. can also be used alone for temporary stabilization in non- growing months. Use of stogie as a mulch could be more permanent and should not be limited to non-growing months. Conditions Where Practice Applies On soils subject to erosion and on new seedings and shrub plantings. Mulch is useful on soils with low infiltration rates by retarding runoff. Criteria Site preparation prior to mulching requires the installation of necessary erosion control or water management practices and drainage systerns. Slope,grade and smooth the site to fit needs of selected mulch products. New York State Standards and Specifications Page 4.39 November 2016 For Erosion and Sediment Control Table 4.2 Guide to Mulch Materials, Rates, and Uses ��»_ m X 00- 34 o8 75 o `� o o o 7 .z a v �, ` �. a� 44 .MINORU Q � 9ay 'Cgp 03 oro ' o bio �. Q • 3� y, cv ti y o11,40 w R, Cd;° � o I�»,»,»" aqr.' O NQ ® U N OE. O O O O _ 71 00 m Lnc~d In ?C CV W O O 6 00 aw h kn d 9C d r O U v rn ?i:`��.ia '`'�� � Vii � r0 � � � � � � � � A, �•� O Cd H a •� v `-a C�" N O O O U P N N R O� Pi ION",`, O �4. > CU O 5 n U -C4 6-1 November 2016 Page 4.40 New York State Standards and Specifications For Erosion and Sediment Control Table 4.3 Mulch Anchoring Guide ::;,mt , ma� a eeq: neaae �6�,y��e y_ r: .sae q¢ q V 'lip �g � tg"" � 7g.- LL^�R® After mulching,divide areas into blocks approximately 1 sq. yd.in size. Drive 4-6 pegs per block to within 2"to 3"of soil 1. Peg and Twine Hay or straw surface. Secure mulch to surface by stretching twine between pegs in criss-cross pattern on each block. Secure twine around each peg with 2 or more tight turns. Drive pegs flush with soil. Driving stakes into ground tightens the twine. Staple the light-weight paper,jute,wood fiber,or plastic 2. Mulch netting Hay or straw nettings to soil surface according to manufacturer's recommendations. Should be biodegradable. Most products are not suitable for foot traffic. Apply with hydroseeder immediately after mulching. Use 500 3. Wood cellulose fiber Hay or straw lbs.wood fiber per acre. Some products contain an adhesive material("tackifier"),possibly advantageous. Apply mulch and pull a mulch anchoring tool(blunt,straight 4. Mulch anchoring tool Hay or straw discs)over mulch as near to the contour as possible. Mulch material should be"tucked"into soil surface about 3". Mix and apply polymeric and gum tackifiers according to S. Tackifier Hay or straw manufacturer's instructions. Avoid application during rain.oA 24-hour curing period and a soil temperature higher than 45 Fahrenheit are required. New York State Standards and Specifications Page 4.41 November 2016 For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR TEMPORARY CONSTRUCTION AREA SEEDING Criteria Water management practices must be installed as appropriate for site conditions. The area must be rough graded and slopes physically stable. Large debris and rocks are usually removed, Seedbed must be seeded within 24 hours of disturbance or scarification of the soil surface will be necessary prior to seeding. Fertilizer or lime are not typically used for temporary seedings. 1F: Spring or summer or early fall,then seed the area with ryegrass(annual or perem-tial)at 30 lbs.per acre (Approximately 0.7 lb./l 000 sq,ft.or use 1 lb./1000 sq.ft.). Definition & Scope IF: Late fall or early winter,then seed Certified Providing temporary erosion control protection to disturbed 'Aroostook'winter rye(cereal rye)at 100 lbs,per acre(2.5 areas and/or localized critical areas for an interim period by lbs./1000 sq.ft.). covering all bare ground that exists as a result of construction activities or a natural event. Critical areas may Any seeding method may be used that will provide uniform include but are not limited to steep excavated out or fill application of seed to the area and result in relatively good slopes and any disturbed,denuded natural slopes subject to soil to seed contact. erosion, Mulch the area with hay or straw at 2 tons/acre(approx.90 Conditions Where Practice Applies lbs./1000 sq.ft.or 2 bales). Quality of hay or straw mulch allowable will be determined based on long tern use and Temporary seedings may be necessary on construction sites visual concerns. Mulch anchoring will be required where to protect an area,or section,where final grading is wind or areas of concentrated water are of concern. Wood complete,when preparing for winter work shutdown,or to fiber hydromulch or other sprayable products approved for provide cover when permanent seeding are likely to fail erosion control(nylon web or mesh)may be used if applied due to mid-summer heat and drought. The intent is to according to manufacturers' specification. Caution is provide temporary protective cover during temporary advised when using nylon or other synthetic products. They shutdown of construction and/or while waiting for optimal may be difficult to remove prior to final seeding and can be planting time. a Hazard to young wildlife species. November 2016 Page 4.58 New York State Standards and Specifications For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR TOPSOILING s v Site Preparation b ee0 1. As needed,install erosion and sediment control practices such as diversions,channels,sediment traps, and stabilizing measures,or maintain if already installed. 2. Complete rough grading and final grade,allowing for depth of topsoil to be added. 3. Scarify all compact,slowly permeable,medium and fine textured subsoil areas. Scarify at approximately right angles to the slope direction in soil areas that are steeper than 5 percent.Areas that have been overly compacted shall be decompacted in accordance with the Soil Restoration Standard, 4. Remove refuse,woody plant parts,stones over 3 inches in diameter,and other litter. Definition & Scope Topsoil Materials Spreading a specified quality and quantity of topsoil 1. Topsoil shall have at least 6 percent by weight of fine materials on graded or constructed subsoil areas to provide textured stable organic material,and no greater than 20 acceptable plant cover growing conditions,thereby percent. Muck soil shall not be considered topsoil. reducing erosion;to reduce irrigation water needs;and to reduce the need for nitrogen fertilizer application. 2. Topsoil shall have not less than 20 percent fine textured material(passing the NO.200 sieve)and not more than Conditions Where Practice Applies 15 percent clay. Topsoil is applied to subsoils that are droughty(low 3. Topsoil treated with soil sterilants or herbicides shall available moisture for plants),stony,slowly permeable, be so identified to the purchaser. salty or extremely acid. It is also used to backfill around 4. Topsoil shall be relatively free of stones over 1 112 shrub and tree transplants.This standard does not apply to inches in diameter,trash,noxious weeds such as nut wetland soils. sedge and quackgrass,and will have less than 10 percent gravel. Design Criteria 5. Topsoil containing soluble salts greater than 500 parts 1. Preserve existing topsoil in place where possible, per million shall not be used, thereby reducing the need for added topsoil. 6. Topsoil may be manufactured as a mixture of a mineral 2. Conserve by stockpiling topsoil and friable fine component and organic material such as compost. textured subsoils that must be stripped from the Application and Grading excavated site and applied after final grading where vegetation will be established. Topsoil stockpiles must 1, Topsoil shall be distributed to a uniform depth over the be stabilized. Stockpile surfaces can be stabilized by area. Zt shall not be placed when it is partly frozen, vegetation,geotextile or plastic covers. This can be muddy,or on frozen slopes or over ice,snow,or aided by orientating the stockpile lengthwise into standing water puddles. prevailing winds. 2. Topsoil placed and graded on slopes steeper than 5 3. Refer to USDA Natural Resource Conservation Service percent shall be promptly fertilized,seeded,mulched, soil surveys or soil interpretation record sheets for and stabilized by"tracking"with suitable equipment. further soil texture information for selecting appropriate design topsoil depths. 3. Apply topsoil in the amounts shown in Table 4.7 below: New York State Standards and Specifications Page 4.59 November 2016 For Erosion and Sediment Control Table 4.7-Topsoil Application Depth SLC all p. EWE I.Deep sand or Mowed lawn 6 in. loamy sand Tall legumes,unnxowed 2 in. Tall grass,unmowed 1 in. 2.Deep sandy Mowed]awn S in. 10am Tall legumes,unmowed 2 in, Tall grass,uzuxaowed none 3.Six inches or Mowed lawn 4 in. more:silt loam, Tall legumes,uzunowed I in. clay loam,loam, OT silt Tall grass,unmowed I in. November 2016 Page 4.60 New York State Standards and Specifications For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR SILT FENCE roll down. The area beyond the fence must be undis- turbed or stabilized. ,g 3. The type of silt fence specified for each location on the plan shall not exceed the maximum slope length and maximum fence length requirements shown in the fol- g lowing table: nw— PP P <2% <50:1 300/1500 NIA NIA 2-10% 50:1 to 10:1 125/1000 250/2000 300/2500 Definition & Scope 10-20% 10:1 to 5:1 1001750 15011.000 200/1000 20-33% 5:1 to 3:1 60/500 80/750 100/1000 A temporary barrier of geotextile fabric installed on the contours across a slope used to intercept sediment laden 33-50% 3:1 to 2:1 401250 70/350 100/500 runoff from small drainage areas of disturbed soil by tem- >50% >2:1 20/125 30/175 50/250 porarily ponding the sediment Jaden runoff allowing settling to occur.The maximum period of use is limited by the ul- Standard Silt Pence(SF)is fabric rolls stapled to wood- traviolet stability of the fabric(approximately one year). en stakes driven 16 inches in the ground. Reinforced Silt Fence(RSF)is fabric placed against Conditions Where Practice Applies welded wire fabric with anchored steel posts driven 16 inches in the ground. A silt fence may be used subject to the following condi- Super Silt Fence(SSF)is fabric placed against chain tions: link fence as support backing with posts driven 3 feet in the ground. 1. Maximum allowable slope length and fence length will not exceed the limits shown in the Design Criteria for 4. Silt fence shall be removed as soon as the disturbed the specific type of silt fence used;and area has achieved final stabilization. 2. Maximum ponding depth of 1.5 feet behind the fence; The silt fence shall be installed in accordance with the ap- and propriate details.Where ends of filter cloth come together, they shall be overlapped,folded and stapled to prevent sedi- 3. Erosion would occur in the form of sheet erosion;and meet bypass.Butt joints are not acceptable.A detail of the silt fence shall be shown on the plan. See Figure 5.30 on 4. There is no concentration of water flowing to the barri- page 5.56 for Reinforced Silt Fence as an example of details er;and to be provided. 5. Soil conditions allow for proper keying of fabric,or other anchorage,to prevent blowouts. Criteria for Silt Fence Materials Design Criteria 1. Silt Fence Fabric: The fabric shall meet the following I. Design computations are not required for installations specifications unless otherwise approved by the of 1 month or less.longer installation periods should appropriate erosion and sediment control plan approval be designed for expected runoff. authority. Such approval shall not constitute statewide acceptance. 2. All silt fences shall be placed as close to the disturbed area as possible,but at least 10 feet from the toe of a slope steeper than 3H:1 V,to allow for maintenance and November 2016 Page 5.54 New York State Standards and Specifica- tions For Erosion and Sediment Control Suter Silt Fence Grab Tensile Strength(lbs) 110 ASTM D 4632 Elongation at Failure(%) 20 ASTM D 4632 Mullen Burst Strength 300 ASTM D 3786 (PSI) Puncture Strength(lbs) 60 ASTM D 4833 Minimum Trapezoidal 50 ASTM D 4533 Tear Strength(lbs) Flow Through Rate(gall 25 ASTM D 4491 min/so Equivalent Opening Size 40-80 US Std Sieve ASTM D 4751 Minimum UV Residual 70 ASTM D 4355 2, Fence Posts(for fabricated units): The length shall be a minimum of 36 inches long, Wood posts will be of sound quality hardwood with a minimum cross section- al area of 3.5 square inches. Steel posts will be stand- ard T and U section weighing not less than 1,00 pound per linear foot.Posts for super silt fence shall be stand- ard chain link fence posts. 3. Wire Fence for reinforced silt fence: Wire fencing shall be a ininimum 14 gage with a maximum 6 in. mesh opening,or as approved. 4. Prefabricated silt fence is acceptable as long as all ma- terial specifications are met. Reinforced Silt Fence 3 = m a New York State Standards and Specifications Page 5.55 November 2016 For Erosion and Sediment Control Figure 5,30 Reinforced Silt Fence WaVEN VW ft,WE SYMBOL 1N* 14 GW(1E SPACM * MIR L NGT4 PENCE �- POSTS IRIVEN 161,7 «, a , ,. HE160T ppb FILTER _ p- 3E'" V 14K FOCE RE .. C-E 1 MAY, 6k, :MSS SpAm _ ..... ) WTHTIS° CWTH E rLav UNDIST URWO COMPACTED =L . i EMBED FILTIER CL13TH A_ ` V CSN CONSTRUCTION SPECIFICATIONS i. vaVEN vM FENCt ELY TO FENCE POSTSIT `CIES 21. MrER CL13TH TD SE FASTEMB 'SECURELY 113 WUMVIRE; FENCE WITH TIES EVERYSPACED ` AT TOP' AND MID SECTMN, MCE SHALL K VUVENE, S' MESH OPENING 3. WHEN T FILTER =VT 1 dWJUIN EACH 12TMER THEY 914ALL 'BE U E - IM SIX DCHES AND, -0, FILICA CLWH WALL SC ETHER: FTLTER X, MIRAF1 IWK, STAMINKA T140N, tR APPROVED : . ENt 4. PF"ARRICATED UNITS SHALL NUT THE MND4UM . WrM E 1KAINTERANC9 SMALL .,EEDED AND IL ' WHE BILES NVELOP IN'INTK SILT FENM "APTEDFK" VZIt U� k - amu' NtV StATC: A ;aT TA"fK REINFORCED .V STATE , . _AL CONSWATMN, SILT FENCE NEW Ym STAB k WATT CMRVAnm tow' "m November 2016 Page 5.56 New York State Standards and Specifica- tions For Erosion and Sediment Control APPENDIX D SWPPP DOCUMENTS STORMWATER POLLUTION PREVENTION PLAN SPILL RESPONSE REPORT Within 1 hour of a spill discovery less than 2 gallons in volume the following must be notified: 1. Queensburywood,LLC 2, ASD Engineers, LLP, 518-377-0315 3. Town of Queensbury, 518-761-8200 Within 1 hour of a spill discovery greater than 2 gallons in volume the following must be notified: 1. NYSDEC Spill Response Hotline 800-457-7362 2. Queensburywood,LLC 3, ABD Engineers, LLP, 518-377-0315 4. Spill Response Contractor,e.g. Meen Resources, 518-462-0400 or others by contractor. 5. Town of Queensbury, 518-761-8200 Please complete following information: 1. Material Spilled: 2. Approximate Volume: 3. Location: 4. Distance to nearest down gradient drainage way: 5. Distance to nearest down gradient open water: 6. Temporary control measures in place: SIGNATURE OF PERSON REPORTING SPILL AND COMPLETING FORM: PRINT NAME,TITLE AND COMPANY: DATE AND TIME OF SPILL: DATE AND TIME REPORTED: ABD Engineers,LLP 24 Harbor Freight Tools 4917A-SWPPP 871 US Route 9 APPENDIX E GEOTECHNICAL REPORT AlrarrBaVl aaMPARY GEOTECHNICAL EVALUATION HARBOR FREIGHT QUEENSBURY, NEW YORK Dente File No. FDE-17-205 I. INTRODUCTION This report presents the results of a geotechnical evaluation completed by the Dente Group for the proposed Harbor Freight Building development in the town of Queensbury, New York. The evaluation was completed in general accord with Dente proposal number FDE-17-164, which was accepted by Keith Buff, Architect, of Clifton Park, New York. In general, our scope of services for this project consisted of the following: • Layout and completion of three test borings, • Reviewing geotechnical reports prepared by our office for nearby project sites, • Preparation of this report,which summarizes the results of our explorations and presents recommendations to assist in planning for the geotechnical related aspects of the project. This report and the recommendations contained within it were developed for specific application to the site and construction planned, as we currently understand it. Corrections in our understanding, changes in the structure locations, their grades, loads, etc. should be brought to our attention so that we may evaluate their effect upon the recommendations offered in this report. It should be understood that this report was prepared, in part, on the basis of a limited field exploration. The borings were advanced at discrete locations and the overburden soils sampled at specific depths. Conditions are only known at the locations and through the depths investigated. Conditions at other locations and depths may be Dente Group,A Terracon Company 594 Broadway Watervliet,NY 12.189 P(518)266-0310 F(518)266-9238 terracon,com different, and these differences may impact upon the conclusions reached and the recommendations offered. For this reason, we strongly recommend that we be retained to provide site observation services during construction. This report was prepared for informational purposes only and should not be considered part of the contract documents. It should be made available to interested parties in its entirety only. Should the data contained in this report not be adequate for the contractors' bidding purposes, the contractors may make their own investigations, tests, and analyses for use in bid preparation. The recommendations offered in this report concerning the control of surface and subsurface waters, moisture or vapor membranes address conventional Geotechnical Engineering aspects only and are not to be construed as recommendations for controlling or providing an environment that would prohibit or control infestations of the structure or its surroundings with mold or other biological agents. II. SITE AND PROJECT DESCRIPTION The roughly two-acre development site is located along the west side of New York Route 9 north of its intersection with Aviation Road. The site slopes downward to the east, is wooded and partially occupied with a roughly 5,000sf in plan single story retail use building which has a full basement level. The new Harbor Freight building is planned to be a single story structure with a plan area of about 15,000sf. We have assumed column loads will be less than 175 kips and floor loads will be less than 250psf. III. SUBSURFACE CONDITIONS The subsurface conditions at the site were investigated through the completion of three test borings at the approximate locations shown on the plan. The test borings were completed using a standard rotary drill rig equipped with hollow stem augers. As the augers were advanced, the overburden soils were sampled and their relative density determined using split-spoon sampling techniques in general accord with ASTM D1586 procedures. Representative portions of the recovered soil samples were transported to our office for visual classification by a Geotechnical Engineer. Individual subsurface logs were prepared for the borings on this basis. The subsurface logs should be reviewed for a description of the conditions encountered at the specific test locations. It should be understood that conditions are 2 only known at the depths and locations sampled. Conditions at other depths and locations may be different. Subsurface Profile About nil to as much as one foot of fill material was found at the site in some areas and is composed of relatively loose mixtures of sand and gravel with trace silt. The native soils were composed of non-cohesive sand, gravel and silt mixtures. These soils were initially brown, moist, and of a loose to firm relative density through the depths explored, about 51 feet. Groundwater Conditions Groundwater measurements were attempted at completion of drilling and sampling and the results are noted on the individual subsurface logs. Groundwater in the area exists at depths between 90 and 125 feet in the general area. IV. GEOTECHNICAL RECOMMENDATIONS A. General Site Evaluation Based upon our evaluation of the subsurface conditions disclosed through our investigation, we developed the following general conclusions and recommendations to assist in planning for design and construction. 1. All existing fills should be removed and replaced beneath new building areas. Consideration can be given to leaving the fills in place beneath pavements provided that the surfaces are proof-rolled and stabilized, and the Owner accepts some risk that settlement may occur and require maintenance. 2. The new buildings may be supported using ordinary spread foundations bearing upon the undisturbed native soils or on structural fill placed to establish design grades. 3. Groundwater should not be encountered in the site excavations planned. 4. The on-site soils are suitable for use as backfill beneath the building and pavement grades. The following report sections provide detailed recommendations to assist in planning for design and construction. We should review plans and specifications prior to their release for bidding to allow us to refine our recommendations, if required,,and confirm that our recommendations were properly interpreted and applied. 3 B. Seismic Design Considerations For seismic design purposes, we evaluated the site conditions in accord with Section 1613 of the International Building Code (2015) adopted by New York State. On this basis, it was determined that Seismic Site Class "D - Stiff Profile" is applicable to this project. Based upon the composition of the site soils, liquefaction should not occur in response to earthquake motions. The site classification and liquefaction analyses is based, in part, upon shear wave velocity testing conducted in similar subsurface profiles in the general project area. C. Site Preparation and Earthwork Site preparation in the proposed building pad and pavement areas should commence with the clearing and stripping of topsoil and surficial organics along with the installation of perimeter swales to intercept and divert runoff away from the work areas. The existing building should be removed entirely from the new building and pavement areas. All existing fills should be removed from beneath new building pads and extending at least five (5) feet beyond its perimeter. The fills may be left in place beneath pavements provided that the surfaces are proof-rolled and stabilized as recommended below and the Owner accepts some risk that settlement may occur. The subgrades must be shaped, crowned, and sloped to promote their drainage at all times and that of the granular structural fills which will overlie them. Prior to placing fills, the building and pavement subgrades should be proof-rolled by completing at least three (3) passes using a steel drum roller with a static weight of at least ten (10) tons. The roller should operate in the static mode unless directed otherwise by a Geotechnical Engineer observing the work. Any subgrade soils that are or become soft and wet should be undercut and stabilized accordingly. Both suitable site soils and Imported Structural Fill may be used as fill and backfill in building and pavement areas and they should consist of well graded bank-run sand and gravel with no particles larger than three (3) inches, between 30 and 70 percent passing the No. 4 sieve, and less than 15 percent, by weight, of material finer than a No. 200 mesh sieve. The fill should not contain recycled asphalt, bricks, glass, pyritic shale, or recycled concrete, unless the recycled concrete is from a NYSDOT approved stockpile, and even then only with the owner's specific consent. 4 The Structural Fill should be placed in uniform loose layers no more than about one (1) foot in thickness where heavy vibratory compaction equipment is used. Smaller lifts should be used where hand operated equipment is required for compaction. Each lift should be compacted to no less than 95 percent of the maximum dry density for the soil which is established by the Modified Proctor Compaction Test, ASTM D1557. In landscape areas, the compaction may be reduced to 90 percent of maximum dry density. D. Foundations New building foundations may be seated on the undisturbed native soils or imported Structural Fill placed to increase site grades. The foundations may be proportioned for a maximum net allowable bearing pressure equal to 3,000 psf. Continuous wall and isolated column foundations should have minimum widths of 18 and 36 inches, respectively, even if this results in a bearing pressure which is less than the maximum allowable. Exterior foundations should bear at least four (4) feet beneath final adjacent exterior grades to afford frost penetration protection. Interior foundations may be seated at a nominal two (2) foot depth below the floor slab if allowed by local codes. Assuming standard care is used in preparing the bearing grades, we estimate that total foundation settlement should be less than one (1) inch. The settlements should occur within a few days after construction is completed and each load increment is applied. All foundation and retaining walls should be designed to support lateral earth pressures together with all applicable temporary and permanent surcharge loads. If the walls are free to deflect as the backfill is placed or surcharge loads applied, "Active" earth pressures may be assumed. If the walls are braced prior to backfilling or applying surcharge loads, "At-Rest" conditions should be assumed. The following design parameters are provided to assist in determining the lateral wall loads, whichever apply; • Coefficient of"At-Rest" Lateral Earth Pressure Ka = 0.50 • Coefficient of"Active" Lateral Earth Pressure Ka = 0.33 • Coefficient of"Passive" Earth Pressure KP = 2.0 • Total Unit Weight of Soil and Compacted Backfill YT= 120 pcf • Coefficient of Sliding Friction (On Native or Fill Soil) 8r = 0.30 The installation of a perimeter foundation drain is not recommended. 5 E. Floor Slabs Floor slabs should be constructed upon a minimum eight (8) inch thick subbase of Imported Structural Fill and four(4) inch thick base of crushed stone (ASTM Blend 57 material). A vapor retarder (Stego Wrap 15 mil Class A or equivalent) should be installed if floor coverings or moisture sensitive coatings are to be placed on the slab. The vapor retarder should be positioned above or below the stone base in accord with the American Concrete Institute Manual of Concrete Practice Manual Section 302.1 R. A modulus of subgrade reaction equal to 150 pounds per cubic inch (pci) at the top of the stone base layer may be assumed for the slab design purposes. F. Pavements All base course layers and their subgrades should be drained through sloping and crowning of subgrades to the peripheral swales and/or french drains recommended previously, or to underdrains where appropriate to the final grading plan to assure satisfactory performance. Peripheral and intermediate under drains should also be incorporated, as well as gravel backfilled utilities with sloped subgrades to assure that drained base courses are provided. All base course materials should be compacted to 95 percent of the material's maximum dry density as established through the Modified Proctor Test, ASTM D-1557. Two flexible pavement sections are provided for consideration at the site dependent upon anticipated traffic types. A Heavy Section should be used for entrance drives and areas subject to repeated truck traffic, and a Light Section employed for areas subject to automobile parking and occasional delivery and/or service trucks. We should review final grading plans to determine if modifications to the pavement design are needed. THICKNESS{Inches} NYSDOT MATERIAL SECTION Light Section. Heavy Section SPECIFICATION Wearing Course 1 1 403 Type 6 Binder Course 2 3 403 Type 3 Base Course 8 12 304 Type 2 Fabric—Mirafi 50OX or Eq. Yes Yes - Rigid Portland concrete pavement may be designed to bear upon twelve (12) inches of NYSDOT Type 2 material and the synthetic fabric recommended above, and 6 designed in accord with the recommended procedures of the American Concrete Institute or Portland Cement Association using a composite modulus of subgrade reaction equal to 150 pounds per cubic inch when constructed upon the subgrades prepared as recommended previously. It should be understood that sidewalks and pavements constructed upon the site's soils will heave as frost seasonally penetrates the subgrades. The magnitude of the seasonal heave will vary with many factors, and result in differential movements. As the frost leaves the ground, the sidewalks and pavements will settle back, but not entirely in all areas, and this may accentuate the differential movements across the pavement areas. Where curbs,walks, and storm drains meet these pavements, these differential heave and settlements may result in undesirable movements, and create trip hazards. To limit the magnitude of heave and the creation of these uneven joints to generally tolerable magnitudes for most winters, a sixteen (16) inch thick crushed stone base course composed of Blend 57 aggregate may be placed beneath the sensitive sidewalk, drive, etc. areas. The stone layer must have an underdrain placed within it. It should also be understood that the recommended pavement sections were not designed to support heavy construction equipment loads which would require an augmented section. The contractor should construct temporary haul and construction roadways and routes about the site as appropriate for the specific weather conditions and construction equipment he intends to employ, and the overburden soil conditions encountered in the specific areas. Construction period traffic should not be routed across the recommended pavement sections unless augmented. Finally, all pavements require routine maintenance and occasional repairs. Failure to provide maintenance and complete the required repairs in a timely manner will result in a shortened pavement service life. G. Plan Review and Construction Monitoring The Dente Group should be retained to review plans and specifications related to site grading, foundations, and earthwork prior to their release for bidding to confirm that the recommendations contained herein were properly interpreted and applied. It should be understood that the actual subsurface conditions that exist across this site will only be known when the site is excavated. For this reason, we should be retained to monitor earthwork and bearing grade preparations for foundations, floor slabs, and pavements. The presence of the Geotechnical Engineer during the earthwork and 7 foundation construction phases will allow validation of the subsurface conditions assumed to exist for this study and the design recommended in this report. We believe this construction sequence observation and testing should be provided by us as a consultant to the Owner, Architect, or Construction Manager. V. CLOSURE This report was prepared for specific application to the project site and the construction planned using methods and practices common to Geotechnical Engineering in the area and at the time of its preparation. No other warranty, either expressed or implied, is made. We appreciate the opportunity to be of service. Should questions arise or if we may be of any other service, please contact us at your convenience. Prepared by, Dente Group sise� 0 Fred A. Dente, P.E. Principal 8 Impoplont I ahout This GeolechnICHIMER9 P ineepin Subsurface problems are a principal cause of construction delays, cost . cannotWhile you you . • e • information is provided • i The Geoprofessional Business Association (GBA) Typical changes that could erode the reliability of this report include has prepared this advisory to help you—assumedly those that affect: a client representative—interpret and apply this the site's size or shape; geotechnical-engineering report as effectively the function of the proposed structure,as when its as possible. In that way,clients can benefit from changed from a parking garage to an office building,or a lowered exposure to the subsurface problems from a light-industrial plant to a refrigerated warehouse; the elevation,configuration,location,orientation,or that,for decades, have been a principal cause of weight of the proposed structure; construction delays, cost overruns,claims, and . the composition of the design team;or disputes. If you have questions or want more . project ownership. information about any of the issues discussed below, contact your GBA-member geotechnical engineer. As a general rule,always inform your geotechnical engineer of project Active involvement in the Geoprofessional Business changes--even minor ones-and request an assessment of their Association exposes geotechnical engineers to a impact.The geotechnical engineer who prepared this report cannot accept wide array of risk-confrontation techniques that can responsibility or liabilityfor problems that arise because the geotechnical be of genuine benefit for everyone involved with a engineer was not informed about developments the engineer otherwise construction project. would have considered. This Report May Not Be Reliable Geotechnical-Engineering Services.Are Performed for Do not rely on this report if your geotechnical engineer prepared it: Specific Purposes, Persons, and Projects . for a different client; Geotechnical engineers structure their services to meet the specific for a different project; needs of their clients.A geotechnical-engineering study conducted for a different site(that may or may not include all or a for a given civil engineer will not likely meet the needs of a civil- portion of the original site);or works constructor or even a different civil engineer.Because each before important events occurred at the site or adjacent geotechnical-engineering study is unique,each geotechnical- to it;e.g.,man-made events like construction or engineering report is unique,prepared solely for the client.Those who environmental remediation,or natural events like floods, rely on a geotechnical-engineering report prepared for a different client droughts,earthquakes,or groundwater fluctuations. can be seriously misted.No one except authorized client representatives should rely on this geotechnical-engineering report without first Note,too,that it could be unwise to rely on a geotechnical-engineering conferring with the geotechnical engineer who prepared it.And no one report whose reliability may have been affected by the passage of time, -not even you-should apply this report for any purpose ar project except because of factors like changed subsurface conditions;new or modified the one originally contemplated. codes,standards,or regulations;or new techniques or tools.If your geotechnical engineer has not indicated an apply-by"date on the report, Read this Report in Full ask what it should be,and,in general,if you are the least bit uncertain Costly problems have occurred because those relying on a geotechnical- about the continued reliability of this report,contact your geotechnical engineering report did not read it in its entirety.Do not rely on an engineer before applying it.A minor amount of additional testing or executive summary,Do not read selected elements only.Read this report analysis-if any is required at all-could prevent major problems, in full, Most of the"Findings" Related in This Report Are You Need to Inform Your Geotechnical Engineer Professional Opinions about Change Before construction begins,geotechnlcal engineers explore a site's Your geotechnical engineer considered unique,project-specific factors subsurface through various sampling and testing procedures. when designing the study behind this report and developing the Geotechnical engineers can observe actual subsurface conditions only at confirmation-dependent recommendations the report conveys.A few those specific locations where sampling and testing were performed.The typical factors include: data derived from that sampling and testing were reviewed by your . the clients goals,objectives,budget,schedule,and geotechnical engineer,who then applied professional judgment to risk-management preferences; form opinions about subsurface conditions throughout the site.Actual • the general nature of the structure involved,its size, sitewide-subsurface conditions may differ-maybe significantly-from configuration,and performance criteria; those indicated in this report.Confront that risk by retaining your the structures location and orientation on the site;and geotechnical engineer to serve on the design team from project start to • other planned or existing site improvements,such as project finish,so the individual can provide informed guidance quickly, retaining walls,access roads,parking lots,and whenever needed, underground utilities. This Report's Recommendations Are perform theirown studies if theywant to,and be sure to allow enough Confirmation-Dependent time to permit them to do so.Only then might you be in a position The recommendations included in this report-including any options to give constructors the information available to you,while requiring or alternatives-are confirmation-dependent.In other words,they are them to at least share some of the financial responsibilities stemming not final,because the geotechnical engineer who developed them relied from unanticipated conditions.Conducting prebid and preconstruction heavily on judgment and opinion to do so.Your geotechnical engineer conferences can also be valuable in this respect, can finalize the recommendations only after observing actual subsurface conditions revealed during construction.If through observation your Read Responsibility Provisions Closely geotechnical engineer confirms that the conditions assumed to exist Some client representatives,design professionals,and constructors do actually do exist,the recommendations can be relied upon,assuming not realize that geotechnical engineering is far less exact than other no other changes have occurred.The geotechnical engineer who prepared engineering disciplines.Tliat lack of understanding has nurtured this report cannot assume responsibf lily or liability far confirmation- unrealistic expectations that have resulted in disappointments,delays, dependent recommendations if you fail to retain that engineer to perform cost overruns,claims,and disputes.To confront that risk,geotechnical construction observation. engineers commonly include explanatory provisions in their reports. Sometimes labeled"]imitations;many of these provisions indicate This Report Could Be Misinterpreted where geotechnical engineers`responsibilities begin and end,to help Other design professionals misinterpretation of geotechnical- others recognize their own responsibilities and risks,Read these engineering reports has resulted hi costly problems,Confront that risk provisions closely.Ask questions.Your geotechnical engineer should by having your geotechnical engineer serve as a full-time member of the respond fully and frankly. design team,to: confer with other design-team members, Geoenvironmental Concerns Are Not Covered help develop specifications, The personnel,equipment,and techniques used to perform an review pertinent elements of other design professionals' environmental study-e.g.,a"phase-one"or"phase-two"environmental plans and specifications,and site assessment-differ significantly from those used to perform be on hand quickly whenever geotechnical-engineering a geotechnical-engineering study.For that reason,a geotechnical- guidance is needed. engineering report does not usually relate any environmental findings, conclusions,or recommendations;e.g.,about the likelihood of You should also confront the risk of constructors misinterpreting this encountering underground storage tanks or regulated contaminants. report.Do so by retaining your geotechnical engineer to participate in Unanticipated subsurface environmental problems have led to project prebid and preconstruction conferences and to perform construction failures.If you have not yet obtained your own environmental observation, information,ask your geotechnical consultant for risk-management guidance.As a general rule,do not rely on an environmental report Give Constructors a Complete Report and Guidance prepared fora different client,site,orproject,or that is more than six Some owners and design professionals mistakenly believe they can shift months old. unanticipated-subsurface-conditions liability to constructors by limiting the information they provide for bid preparation.To help prevent Obtain Professional Assistance to Deal with Moisture the costly,contentious problems this practice has caused,include the Infiltration and Mold complete geotechnical-engineering report,along.with any attachments While your geotechnical engineer may have addressed groundwater, or appendices,with your contract documents,but be certain to note water infiltration,or similar issues in this report,none of the engineer's conspicuously that you've included the material for informational services were designed,conducted,or intended to prevent uncontrolled purposes only,To avoid misunderstanding,you may also want to note migration of moisture-including water vapor-from the soil through that"informational purposes"[Weans constructors have no right to rely building slabs and walls and into the building interior,where it can Oil the interpretations,opinions,conclusions,or recommendations in cause mold growth and material-performance deficiencies.Accordingly, the report,but they may rely on the factual data relative to the specific proper implementation of the geotechnical engineer's recommendations times,locations,and depths/elevations referenced, Be certain that will not of Itse f be sufficient to prevent moisture infiltration.Confront constructorsknow they may learn about specific project requirements, the risk of moisture infiltration by including building-envelope or mold including options selected from the report,only from the design specialists on the design team.Geotechnical engineers are not building- drawings and specifications.Remind constructors that they may envelope or mold specialists. GAYABUSINESS SSIONAI. BUSINESS ASSOCIATION Telephone:301/565-2733 e-mail:info@geoprofessional.org wwwgeoprofessional.org Copyright 2016 by Geoprofessional Business Association(GBA).Duplication,reproduction,or copying of this document,in whole or in part,by any means whatsoever,is strictly prohibited,except with GBM specific written permission.Excerpting,quoting,or otherwise extracting wording from this document is permitted only with the express written permission of GBA,and only for purposes of scholarly research or book review.Only members of GBA may use[his document or its wording as a complement to or as an element of a report of any kind.Any other firm,individual,or other entity that so uses this document without being a GSA member could be committing negligent 7 °4 ' S" 7 0. 7 D. M1 R » gg v : KId F 1 4'.. 3 ; 9 3 3 �g° -e m s v - � ` ' i� ' s . ' } :a cq .4.0ted.,.. .. on � E r q� x � ✓ 511 qv MME a w � PPP n 4. 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P� E- _ a' y`k�-r-,c ...«.ter z G:; '. -�Pa. kE �j 6 a I �/ 1. ^_ �«« S k - d , ­­_.. I �I � . .� .....­ I[lw�­� _ a - _ s x - :" ' - m Harbor Freight, Queensbury, New York 1897 Soil Map—Warren County,New York eO7MO BD7040 007050 667D 607106 007120 43°20'Y N 43°20'3'N 9 9 43-19'5&'N 43°19'%'N OP7020 OTAM 607030 6070BO 667100 607120 3 3 ' Map Scale,1:781 T printed on A portrait(SS"x 11")sheet. � N 0 10 20 40 Meters Feet 0 35 70 140 210 Map projection:Web Mercator ComeroNxtinalxs:WGS84 Edge tics;UTM Zone 18N WGS84 5Qp� Natural Resources Web Soil Survey 10/2412017 Conservation Service National Cooperative Soil Survey Page 1 of 3 n m 0 0 co CD N p 43 cE N Qi.7 Oi Af] C C 0 CD CL O E N C E N O y to N N,� -p N mO) ro ° 5_ �� Z N�,•� " NR Lo N ro 'E0Rtd N x=. m O N 'oSO ;3 j� N 4- t73 O O- y q�S'O I6 Z >- N Y .d p Q o S N CO CL N ] c6 0 N N ' ra- M m O N qN�yy W a c. m0 U �7 iL o N.] S6 O � �� m C O N . UJ (U6 � tZ�p uj c0 . O a a�w _o r 3 c a o m QE LL m m c n o m ani m c Em ow N o ETmCL yy Li O C ?. N b m Qy Cn 47 N Q'O 'CS N @'O a LO O N 'r} a) V 45 aO N G .c0.. s, Q 0 m 0 C _ o h C ° > = O O 6 -Oz C O- C OI O m �a m � � iy �mmp my N m EG ac v co E o as am n cmajvi oc ma. aw -0, o m so o �Qca E to (D tm a� � cn m E c , a � �m � o .� aw N N ci N N $0CD �•0 C O O Q{ � O N O.O m h_ r'6 O N c0 R C O. y N N �, N k2 [� ❑• O) fn N E ClN p O n 0 C mL6 im me— m a� o n.— mcoi N — ? - � « N mE � r W E •� 0. E cnU oaa m a ff�Cq C� � � N � •ELv Y T z CL H `s U C C p_ U C m yN NCL o 0 (� co O Ofl J pG. A (n tll N N O NU C [n VJ ] V) O o W sale N § W CL CcJ CL p CL a° 51- a E N m .� gL a m M N .., Sn 3 w U p o YO o. n n a D a p CJ c m o a O ro m m a 3 a —' — 0 ° o` '� O in a o N g LL p 3' �' m o m T v § o ¢ vi n rn a m m U p C7 C7 `� `� a m rn U5 � w � � Q S � ® t a ;a a a '" G m o Z U Soil Map--Warren County,New York Map Unit Legend — A 1[%"' % €G ,.say .fir ,p�� %,�_ '`«a $€9?�I ����`£;ll if � .01 E .;�....._.�.e.vea°�a.`e'$x�- -I", .�.� i� H` .H 3r'-P'4 Vis` a p, t serentt91 m 1 HnB Hinckley cobbly sandy loam,3 0.7 32.5% to 8 percent slopes Oac Oakville loamy fine sand,8 to 1,4 67.5% 15 percent slopes Totals for Area of Interest, 2.0 100.0% ll_5€1� Natural Resources Web Soil Survey 10/24/2017 �i Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description:Hinckley cobbly sandy loam,3 to 8 percent slopes---Warren County, New York Warren County, New York HnB—Hinckley cobbly sandy loam, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 9xwv Elevation: 0 to 1,000 feet Mean annual precipitation: 37 to 46 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 110 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Hinckley and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Hinckley Setting Landform: Deltas, outwash plains, terraces Landform position (two-dimensional): Summit Landform position (three-dimensional): Tread Down-slope shape: Convex Across-slope shape: Convex Parent material: Sandy and gravelly glaciofluvial deposits derived principally from granite, gneiss, and schist Typical profile 4i-0 to 9 inches: slightly decomposed plant material H2- 9 to 5 inches: cobbly sandy loam H3-5 to 28 inches: very gravelly loamy sand H4-28 to 64 inches: stratified very gravelly sand Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 5.95 inthr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low(about 3.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Hydric soil rating: No U_SpA Natural Resources Web Soil Survey 10/24/2017 Conservatlon Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Hinckley cobbly sandy loam,3 to 8 percent slopes---Warren County, New York Minor Components Castile Percent of map unit: 5 percent Hydric soil rating: No Palms Percent of map unit: 5 percent Landform: Marshes, swamps Hydric soil rating: Yes Wareham Percent of map unit: 3 percent Hydric soil rating: No Unnamed soils Percent of map unit: 3 percent Wareham Percent of map unit: 2 percent Landform: Depressions Hydric soil rating: Yes Pits,sand, gravel Percent of map unit. 2 percent Hydric soil rating: Unranked Data Source Information Soil Survey Area: Warren County, New York Survey Area Data: Version 16, Sep 24, 2016 1� Natural Resources Web Soil Survey 10124/2017 Conservation Service National Cooperative Soil Survey Page 2 of 2 Map Unit Description:Oakville loamy fine sand,8 to 15 percent slopes--Warren County,New York Warren County, New York OaC--Oakville loamy fine sand, 8 to 15 percent slopes Map Unit Setting National map unit symbol: 9xxf Elevation: 600 to 1,200 feet Mean annual precipitation: 37 to 46 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 110 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Oakville and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Oakville Setting Landform: Deltas, outwash plains, terraces Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Tread Down-slope shape: Convex Across-slope shape: Convex Parent material: Sandy eolian, beach ridge, or glaciofluvial deposits Typical profile H9 -0 to 8 inches: loamy fine sand H2-8 to 27 inches: sand H3-27 to 60 inches: sand Properties and qualities Slope: 8 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainago class: Well drained Capacity of the most limiting layer to transmit water(Ksat): Wig h to very high (5.95 to 19.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low (about 4.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: A Hydric soil rating: No OSpA Natural Resources Web Soil Survey 10/24/2017 Conservation Service National Cooperative Soil Survey Page 1 of 2 I Map Unit Description:Oakville loamy fine sand,8 to 15 percent slopes--Warren County,New York Minor Components Hinckley Percent of map unit: 5 percent Hydric soil rating: No Elnora Percent of map unit: 6 percent Hydric soil rating: No Data Source Information Soil Survey Area: Warren County, New York Survey Area Data: Version 16, Sep 24, 2016 t Natural Resources Web Soil Survey 10/2412017 Conservation Service National Cooperative Soil Survey Page 2 of 2 Aaedldosao AW roN 4tl179 w n AaoA wap PARI-GW OtA g tl3d0M AfhJYA'90dP1 tIXAW9 [ AJ4A.uvdl'Biono�cnvvA'tmyawnrip 34 a+F4S 30u7P �JaA KPp'Lvn9vavvntl PnnH Z. L�1{ xq.IP'IPI doaans v to aP$ :.' '"s•"^� " Nil ® I E � l � 1 p �s� r r . ✓, - / I i r - f ! •`y ^d. w .,,...... r' PVA f �� �. f ! r It rrrr ir, �°-..w• ,f, -�✓ i.Sfs ✓ i r 3 r / !1! i �r f'i�I ill f if ✓R t � /., l / to F r � ��I�E, J'ry">�f�+�3l�J'...\.R..hw..7-_se� rs,t' +•t`YX''^-"^r r`'"! �! I 1 I 'l I Y � i ll F Y .I. if sA�'"7r r�.., � v fir��t y � l �� v •,� �I i T �i f i � 1 I f iri/rr •� �. � � :rl t i i I�1 - ? - 'u `gi I 1 rr rr✓r III C�I.I $ � I r�ll�"l 1 / �• � t f i r t I�t�/J � ��m °'j I FIiFI -: y r � r I r f l r I. Cn ,,- .... •III F A.,. .i ! r ! ICI -�'�' Ijllf s♦. I' I [I I l l rrl, iI�I ffl ! it - 8 -�I I Y I / ! ✓ ✓ !J .1 a .m b; �8 � INTERPRETAT[ON OF SUBSURFACE LOGS The Subsurface Logs present observations and the results of tests performed in the field by the Driller,Technicians,Geologists and Geotechnical Engineers as noted. SolIlRock Classifications are made visually,unless otherwise noted,on a portion of the materials recovered through the sampling process and may not necessarily be representative of the materials between sampling intervals or locations. The following defines some of the terms utilized in the preparation of the Subsurface Logs. SOIL CLASSIFICATIONS Sol[Classifications are visual descriptions on the basis of the Unified Soil Classification ASTM D-2487 and USBR,1973 with additional comments by weight of constituents by BUHRMASTER. The soil density or consistency is based on the penetration resistance determined by ASTM METHOD D1586, Soil Moisture of the recovered materials is described as DRY,MOIST,WET or SATURATED. SIZE DESCRIPTION RELATIVE DENSITY/CONSISTENCY basis ASTM D1586 SOIL TYPE PARTICLE SIZE GRANULAR SOIL COHESIVE SOIL BOULDER > 12 DENSITY BLOWS/FT. CONSISTENCY BLOWSIFT. COBBLE 3"-12" LOOSE < 10 VERY SOFT < 3 GRAVEL-COARSE 3" -314" FIRM 11 - 30 SOFT 4 5 GRAVEL - FINE 314" - #4 COMPACT 31 - 50 MEDIUM 6 - 15 SAND-COARSE #4 #10 VERY COMPACT 50+ STIFF 16 - 25 SAND-MEDIUM #10 #40 HARD 25 + SAND-FINE #40 - #200 SILT/NONPLASTIC < #200 CLAYIPLASTIC < #200 SOIL STRUCTURE RELATIVE PROPORTION OF SOIL TYPES STRUCTURE DESCRIPTION DESCRIPTION % OF SAMPLE BY WEIGHT LAYER 6"THICK OR GREATER AND 35 - 60 SEAM 6"THICK OR LESS SOME 20 - 35 PARTING LESS THAN 114"THICK LITTLE 10 - 20 VARVED UNIFORM HORIZONTAL TRACE LESS THAN 10 PARTINGS OR SEAMS Note that the classification of soils or soil like materials is subject to the limitations imposed by the size of the sampler,the size of the sample and its degree of disturbance and moisture. ROCK CLASSIFICATIONS Rock Classifications are visual descriptions on the basis of the Driller's, Technician's, Geologist's or Geotechnical Engineer's observations of the coring activity and the recovered samples applying the following classifications. CLASSIFICATION TERM DESCRIPTION VERY HARD NOT SCRATCHED BY KNIFE HARD SCRATCHED WITH DIFFICULTY MEDIUM HARD SCRATCHED EASILY SOFT SCRATCHED WITH FINGERNAIL VERY WEATHERED DISINTEGRATED WITH NUMEROUS SOIL SEAM WEATHERED SLIGHT DISINTEGRATION,STAINING,NO SEAMS SOUND NO EVIDENCE OF ABOVE MASSIVE ROCK LAYER GREATER THAN 36"THICK THICK BEDDED ROCK LAYER 12"-38" BEDDED ROCK LAYER 4"-12" THIN BEDDED ROCK LAYER 1"-4" LAMINATED ROCK LAYER LESS THAN 1" FRACTURES NATURAL BREAKS AT SOME ANGLE TO BEDS Core sample recovery is expressed as percent recovered of total sampled. The ROCK QUALITY DESIGNATION(ROD)is the total length of core sample pieces exceeding 4"length divided by the total core sample length for N size cored. GENERAL • Soil and Rock classifications are made visually on samples recovered. The presence of Gravel,Cobbles and Boulders will influence sample recovery classification dens itylconsistency determination. • Groundwater,if encountered,was measured and its depth recorded at the time and under the conditions as noted. • Topsoil or pavements,if present,were measured and recorded at the time and under the conditions as noted. • Stratification Lines are approximate boundaries between soil types. These transitions maybe gradual or distinct and are approximated. -DENTE GR4[.IP� A TERRACONxCOM�ANY SUBSURFACE LOG: B-1 PROJECT: Harbor Freight DATE STA.M 1014117 FINIS H:10/4/.17 LOCATION: Queensbury, New York METHODS: 31/4" Hollow Stem Augers, ASTM CLIENT: Fusco Properties, LLC D1586 Drilling Methods with Auto Hammer JOB NUMBER: FDE-17-205 SURFACE ELEVATION: +1-451.0' DRILL TYPE: CME 55 CLASSIFICATION: O.Burns SAMPLE BLOWS ON SAMPLER CLASSIFICATIONIOBSERVATIONS DEPTH # 6" 12" 18" 24" N +1-6"Ta soil 1 1 3 FILL: Dark Brown F-C SAND and GRAVEL, 4 5 7 trace silt (MOIST, LOOSE) - - - Brown/Orange F-M SAND, trace silt 5' 2 4 4 Grades Brown 5 9 10' 3 3 4 Grades trace gravel 5 9 15' 4 3 5 (MOIST, LOOSE TO FIRM) 6 11 End of boring 16.5' depth. Groundwater was not present within auger 20' casings upon completion of borehole. 25' DENTE GROUR� aF-reR ►caN GonnpaNY SUBSURFACE LOG: B-2 FPROJECT: Harbor Freight DATE START:10/4/17 Fm4,sH:10/4/17 LOCATION: Queensbury, New York. METHODS: 3 1/4" Hollow Stem Augers, ASTM CLIENT: Fusco Properties, LLC D1586 Drilling Methods with Auto Hammer JOB NUMBER: FDE-17-205 SURFACE ELEVATION: +/-460.0' DRILL TYPE: CME 55 CLASSIFICATION: O.Burns SAMPLE BLOWS ON SAMPLER CLASSIFICATION l OBSERVATIONS DEPTH # 6" 1T 18" 24" N +1.7"Topsoil 1 WH 1 Brown/Dark Brown/Orange Mottled F-C 4 7 5 SAND, trace silt, cobbles noted (MOIST) 5' 2 3 4 1 Grades Brown, Little Gravel 5 9 10' 3 3 4 Grades Brown F-M SAND, trace silt 5 9 15' 4 3 4 6 10 20' 5 2 3 Grades Brown F-C SAND, trace silt and 3 6 Gravel 25' 6 5 7 7 14 Grades Brown Fine SAND, trace silt DENTE GRQUP,"I A TERRACOi�COMPANY � SUBSURFACE LOG: B-2 Contin. PROJECT: Harbor Freight DATE START:1014/17 FINISH:10/4/17 LOCATION: Queensbury, New York METHODS: 3 114" Hollow Stem Augers, ASTM CLIENT: Fusco Properties, LLC 171586 Drilling Methods with Auto Hammer JOB NUMBER: FDE-17-205 SURFACE ELEVATION: +1-460.0' DRILL TYPE: CME 55 CLASSIFICATION: O.Burns SAMPLE BLOWS ON SAMPLER CLASSIFICATION l OBSERVATIONS DEPTH # 6" 12" 18" 24" N 30' 7 7 7 Brown Fine SAND, trace silt 9 16 35' 8 11 10 Grades Bands of F-C Sand and trace gravel 9 19 40' 9 501.5' 50+ Band of Gravel and Cobbles noted at 39.5'- 41.0' 45' 10 14 17 Brown F-M SAND, trace silt 19 36 Grades Brown/Gray 50' 11 16 24 (MOIST, LOOSE TO COMPACT) 25 49 End of boring 51.5 depth. Groundwater was not present within auger 55' casings upon completion of borehole. DENTE K UP TERRACON COMPANY SUBSURFACE LOG: B-3 F PROJECT: Harbor Freight DATE START:10/4/17 FINISH.1014117 LOCATION: Queensbury, New York METHODS: 3 114" Hollow Stem Augers, ASTM CLIENT: Fusco Properties, LLC D1586 Drilling Methods with Auto Hammer JOB NUMBER: FDE-17-205 SURFACE ELEVATION: +1-455.0' DRILL TYPE: CME 55 CLASSIFICATION: O.Burns SAMPLE BLOWS ON SAMPLER CLASSIFICATION!OBSERVATIONS DEPTH # 6" 12" 18" 24" N +1-2"As halt +1-2"Crusher Run 1 3 4 Brown F-M SAND,trace silt (MOIST) 5 5 9 5' 2 4 5 5 10 10" 3 3 4 Grades Brown F-C SAND, trace silt, gravel 4 g and cobbles noted Grades Little Gravel 15' 4 27 14 (MOIST, LOOSE TO FIRM) 12 26 End of boring 16.5' depth. Groundwater was not present within auger 20' casings upon completion of borehole. 25' 3 � ,h ai �it NCO� ' op OF IN ~u �i �A i3�'. ,t y'✓Y.''fi>`2 2 f t 4 x4 t DENTE GROUP, a TeRftacQr�conn�ari� SUBSURFACE LOG: I-1 PROJECT: Harbor Freight DATE START:12/20/17 FINISH:12/20/17 LOCATION: Queensbury, New York METHODS: 2-6114" Hollow Stem Augers,ASTM CLIENT: Fusco Properties, LLC D1586 Drilling Methods with Auto Hammer JOB NUMBER: JB175205 SURFACE ELEVATION: +1-452.0' DRILL TYPE: CME 55 CLASSIFICATION: O.Burns SAMPLE BLOWS ON SAMPLER CLASSIFICATION I OBSERVATIONS DEPTH # 6" 1 12" 18" 24" N +1-6"Topsoil 1 WH118" - FILL: Brawn F-M SAND, Some Silt - 1 1 (MOIST, LOOSE) 5' 2 5 5 Brown F-M SAND, trace silt 6 5 11 10' 3 3 6 Similar with trace fine gravel 5 7 11 4 4 4 4 5 8 5 4 5 Grades Brown Fine SAND, trace silt 15' 5 5 10 (MOIST, LOOSE TO FIRM) End of boring 16.0' depth. 20' 25' E _I]Er11TE GROUP, aYEI�Ii AGONxCOMPANt"' SUBSURFACE LOG: 1-2 PROJECT: Harbor Freight DATE srmr:12/20117 FINISH;12/20/177 LOCATION: Queensbury, New York METHODS: 2-6114"Hollow Stem Augers,ASTM CLIENT: Fusco Properties, LLC D1586 Drilling Methods with Auto Hammer JOB NUMBER: JB175205 SURFACE ELEVATION: +1-453.0' DRILL TYPE: CME 55 CLASSIFICATION: O.Burns SAMPLE BLOWS ON SAMPLER CLASSIFICATION IOBSERVATIONS DEPTH # 6" 1.2" 16, 24" N 6"Topsoil 1 WH 2 FILL: Brown F-C SAND, trace silt 2 3 4 (MOIST, LOOSE) - - -- - - - - - - - -- - - - - - - - - - - - -- - - - 5' 2 5 4 Brown F-C SAND, trace silt 4 5 8 10' 3 3 3 3 3 6 4 4 6 Grades Brown F-M SAND, trace silt 8 9 14 15' 5 9 7 7 8 14 (MOIST, LOOSE'TO FIRM) End of boring 17.0' depth. 20' 25' igloo Alferracon COMPANY INFILTRATION TEST RESULTS PROJECT: Harbor Freight PROJECT NO. JB175205 PROJECT LOCATION: Queensbury.,New York TEST DATE: 12/20/17 WEATHER TESTER: J. Lamm Test Test Depth Trial No.` Water Drop Elapsed Time Infiltration Rate Location (feet) (inches) (hours) (inches/hour) 1-1 14.0 1 15.0 1.00 15.0 2 10.0 1.00 10.0 3 7.0 1.00 7.0 Average infiltration rate for three trials was 10.7 inches per hour. Infiltration rate of final trial was 7.0 inches per hour. 1-2 15.0 1 24.0 0.83 28.9 2 15.0 1.00 15.0 3 10.0 1.00 10.0 Average infiltration rate for three trials was 18.0 inches per hour. Infiltration rate of final trial was 10.0 inches per hour. - Notes: (1) Testing was conducted in general accord with the "Infiltration Testing Requirements" contained in Appendix D of the New York State Storm Water Management Design Manual. (2) Test pipes were installed in boreholes made adjacent to test borings 1-1 and 1-2. SOIL CLASSIFICATION ATTEST DEPTH Test Location 1-1: Brown Fine SAND, trace silt Test Location 1-2: Brown F-M SAND,trace silt Dente Group, A Terracon Company 594 Broadway Watervllot, NY 12189 P (518) 266 0310 F (518) 266 9238 terracon.com Environmental N Facilities 6 Geotechnical