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Stormwater Plan STORIVIWATER MANAGEMENT REPORT and STORMWATER POLLUTION PREVENTION PLAN NARRATIVE NYS D E C GP-015-0-002 Prepared for: John M. Hughes Trust 5-Lot Residential Development Off Oxbow Hill Road, Along NYS Rt 149 & Glen Lake Road Tax Map #'s 289.6-1-7 Town of Queensbury Warren County, New York Prepared by: Hutchins Engineering 169 Haviland Road Queensbury, NY 12804 May 16, 2016 Revised: April 3, 2017 Revised: May 2, 2017 CERTIFICATION STATEMENT To be signed by contractors performing the site construction. 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 ama 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. Name Company: Title: Signature: Date: Each Sub-Contractor or additional Contractors completing site work must also sign below: Name: Company: Title: Area of Work & SWPPP Responsibilities: Signature: Date: Name: Company: Title: Area of Work & SWPPP Responsibilities: Signature: Date: TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION .............................................................................. 1 2.0 EXISTING SITE CONDITIONS ........................................................................ 1 3.0 PROPOSED DEVELOPMENT ......................................................................... 3 4.0 PROPOSED STORMWATER MANAGEMENT ................................................... 3 5.0 NYSDEC REQUIREMENTS ........................................................................... 5 5.1 Water Quality Volume .......................................................................... 5 5.2 Runoff Reduction Volume ..................................................................... 5 5.3 Planning for Green Infrastructure ............................................................ 5 5.4 Green Infrastructure Techniques for RRv ................................................. 6 5.5 Runoff Reduction Volume Practices for Project ............................................... 7 5.6 Channel Protection Volume ........................................................................ 7 5.7 Overbank Flood Control ............................................................................. 8 5.8 Extreme Storm Control .............................................................................. 8 6.0 TOWN OF QUEENSBURY REQUIREMENTS .......................................................... 8 7.0 ENDANGERED SPECIES .................................................................................... 8 8.0 ARCHAEOLOGICAL RESOURCES & HISTORIC PLACES ......................................... 9 9.0 CONSTRUCTION PHASE EROSION PRACTICES ................................................... 9 10.0 TEMPORARY EROSION & SEDIMENT CONTROL MEASURES ................................. 9 11.0 CONTROL OF LITTER, CONSTRUCTION DEBRIS & CONSTRUCTION CHEMICALS .... 10 12.0 SEQUENCE OF CONSTRUCTION ........................................................................ 10 13.0 MAINTENANCE OF TEMPORARY EROSION & SEDIMENT CONTROL DEVICES ......... 10 14.0 OPERATION & MAINTENANCE PLAN ................................................................... 10 15.0 PERMANENT EROSION CONTROL ...................................................................... 11 1.0 PROJECT DESCRIPTION The project consists of a 5-lot rural residential subdivision of a vacant 19.73-acre parent parcel, the construction of five new single family homes, a 740-ft, 18-ft wide private road and associated utilities and stormwater management practices. The project site forms the westerly border of Oxbow Hill Road and is bordered to the north by New York State Route 149 and to the south by Glen Lake Road, in the Town of Queensbury, Warren County, New York. 2.0 EXISTING SITE CONDITIONS Presently, the project site is vacant, with a narrow earthen road, located approximately in the same location of the proposed subdivision road. The site is moderately wooded with deciduous trees and brush, with the westerly 200-ft of the parcel being a sandy, gravel slope with brush, which descends -100 feet to a wetland area. Site slopes over the proposed building areas are gradual, with slopes generally ranging from 1- 5%. Slopes along Oxbow Hill Road range from 5-30%, with the area of the proposed road containing the more gradual slopes. Along Glen Lake, the slopes range from 20-50%, making this portion of the site impractical for access. Along Rt 149, the parcel forms a ridge, with a steep slope adjoining the northerly border, descending 20-50 feet at 30-60%, which is the result of a previous reconstruction of the State Road. The existing site drainage patterns over the western six acres of the site are to the west towards Tee Hill Road with site slopes ranging from 2-25%. The middle three acres of the site drains to the lower, mined portions within this portion of the site, where it is infiltrated into the sandy soils. The northerly 4.3 acres of the site slopes northerly to the Glen Lake Brook outlet at 20-30%. The easternmost two acres of the site drains to a lower mined area within this portion of the site, while the southerly remaining 3 acres slope southerly at 2-25%. Site soils are mapped as Hinckley Plainfield Complex, HSG A, which are deep, well drained soils with high permeability. A copy of the USDA soils map is included in the appendix of this report. Soil test pits encountered medium to coarse sandy, gravelly soils with cobbles. An Infiltration tests realized a rate of 150 inches per hour. Soil percolation tests ranged from 1 minute, 10 seconds to 2 minutes, 30 seconds per inch. Drainage design points The site is broken into four drainage design points: 1 L - Easterly Runoff to Oxbow Hill Road 2L- Southwesterly Runoff to Glen Lake Road 3L -Westerly Runoff 4L - Runoff to State Rt 149 1 Existing Conditions Calculated Stormwater Runoff from the Site-1 L (Southeasterly) 1-year design storm (2.2") 0.0 CFS 0.0 acre-feet 10-year design storm (3.6") 0.0 CFS 0.0 acre-feet 25-year design storm (4.4") 0.01 CFS 0.011 acre-feet 100-year design storm (6.1") 0.22 CFS 0.092 acre-feet Existing Conditions Calculated Stormwater Runoff from the Site-2L (Southwesteriv) 1-year design storm (2.2") 0.0 CFS 0.0 acre-feet 10-year design storm (3.6") 0.0 CFS 0.0 acre-feet 25-year design storm (4.4") 0.04 CFS 0.028 acre-feet 100-year design storm (6.1") 0.58 CFS 0.234 acre-feet Existing Conditions Calculated Stormwater Runoff from the Site-3L (Westerly) 1-year design storm (2.2") 0.0 CFS 0.0 acre-feet 10-year design storm (3.6") 0.0 CFS 0.0 acre-feet 25-year design storm (4.4") 0.02 CFS 0.014 acre-feet 100-year design storm (6.1") 0.28 CFS 0.113 acre-feet Existing Conditions Calculated Stormwater Runoff from the Site-4L (Northerly) 1-year design storm (2.2") 0.0 CFS 0.0 acre-feet 10-year design storm (3.6") 0.0 CFS 0.0 acre-feet 25-year design storm (4.4") 0.01 CFS 0.010 acre-feet 100-year design storm (6.1") 0.21 CFS 0.085 acre-feet Total Site Runoff- Existing Conditions(Sum of 4 Links) 1-year design storm (2.2") 0.0 CFS 0.0 acre-feet 10-year design storm (3.6") 0.0 CFS 0.0 acre-feet 25-year design storm (4.4") 0.08 CFS 0.063 acre-feet 100-year design storm (6.1") 1.29 CFS 0.524 acre-feet 3.0 PROPOSED DEVELOPMENT Proposed Conditions Summary Total Project Site Area: 19.73 Acres Buildings Coverage: 15,000 SF Driveways: 19,660 SF 2 Main Roadway: 13,570 SF Total Impervious: 49,980 SF 4.0 PROPOSED STORMWATER MANAGEMENT NYSDEC SPDES requirements for stormwater discharges from construction activities in accordance with GP-0-015-02 must be applied to the project. Specifically for single-family residential subdivisions that involve the construction of a road, a Stormwater Pollution Prevention Plan including post-construction stormwater management practices must be developed and implemented. Stormwater management practices are applied in the form of a series of vegetated pretreatment forebay areas and infiltration basins with stone filled infiltration trenches for the road and surrounding driveways and roof areas. An infiltration rate of 20 inches per hour is utilized in the infiltration trenches, while infiltration is not considered in the forebay areas. Runoff calculations have been prepared utilizing SCS TR-20 methodology and HydroCAD analysis software for the 1-year, 10-year, 25-year, and 100-year Type-II simulated rainfall distributions. Criteria utilized in the analysis are summarized as follows: Design Storm Events 1-year 24-hr Type-II distribution 2.2" 10-year 24-hr Type-II distribution 3.6" 25-year 24-hr Type-ll distribution 4.4" 100-year 24-hr Type-II distribution 6.1" Proposed Conditions Calculated Stormwater Runoff from the Site-1 L (Southeasterly) 1-year design storm (2.2") 0.0 CFS 0.0 acre-feet 10-year design storm (3.6") 0.0 CFS 0.0 acre-feet 25-year design storm (4.4") 0.01 CFS 0.008 acre-feet 100-year design storm (6.1") 0.18 CFS 0.060 acre-feet Proposed Conditions Calculated Stormwater Runoff from the Site-2L (Southwesterly} 1-year design storm (2.2") 0.0 CFS 0.0 acre-feet 10-year design storm (3.6") 0.0 CFS 0.0 acre-feet 25-year design storm (4.4") 0.03 CFS 0.022 acre-feet 100-year design storm (6.1") 0.54 CFS 0.185 acre-feet 3 Proposed Conditions Calculated Stormwater Runoff from the Site-3L(Westerly) 1-year design storm (2.2") 0.0 CFS 0.0 acre-feet 10-year design storm (3.6") 0.0 CFS 0.0 acre-feet 25-year design storm (4.4") 0.02 CFS 0.012 acre-feet 100-year design storm (6.1") 0.24 CFS 0.098 acre-feet Proposed Conditions Calculated Stormwater Runoff from the Site-4L (Westerly) 1-year design storm (2.2") 0.0 CFS 0.0 acre-feet 10-year design storm (3.6") 0.0 CFS 0.0 acre-feet 25-year design storm (4.4") 0.01 CFS 0.007 acre-feet 100-year design storm (6.1") 0.17 CFS 0.057 acre-feet Total Site Runoff- Proposed Conditions (Sum of 4 Links) 1-year design storm (2.20") 0.0 CFS 0.0 acre-feet 10-year design storm (3.80") 0.00 CFS 0.0 acre-feet 25-year design storm (4.40") 0.07 CFS 0.049 acre-feet 100-year design storm (5.40") 1.13 CFS 0.400 acre-feet The developed site has been modeled as a series of subcatchments (drainage areas) and ponds, as shown on the HydroCAD drainage diagram. Full results of stormwater runoff computations are attached to this report. 5.0 NYSDEC REQUIREMENTS 5.1 Water Quality Volume The water quality volume (WQv) as required by NYSDEC is designed to capture and pre-treat the 90% rainfall event and is calculated as a function of the impervious areas of the drainage subcatchments for the project site. The portions of the site which will remain as vacant forestland are not considered in the WQv calculations. Water quality volumes are provided in the ponding volume realized in the vegetated forebays prior to entry into the infiltration trenches with basin area above the trenches. Subcatchment WQv Required Provided Location 6S - Northeasterly 1/2 of 445 CF 620 CF @ EI. 241.5 6P-Front Pretreatment Road area 7S - Southeasterly 1/2 of 1745 CF 1915 CF @ EI. 241.5 7P-Front Pretreatment Road & Lots 1&2 area 4 8S - Between Lots 28:3 505 CF 550 CF @ EI. 256.5 8P-Pretreatment area below Infil. Trench 9S - Lot 3 770 CF 770 CF @ El. 256 9P-Pretreatment area below Infil. Trench 10S - Between Lots 485 385 CF 400 CF @ El. 256 10P-Pretreatment area below Infil. Trench 11 S - East of Turn- 230 CF 400 CF @ EI. 256 11 P-Pretreatment area Around below Infil. Trench 12S -West of Turn- 345 CF 560 CF @ EI. 256 1213-Pretreatment area Around below Infil. Trench 13S - Lot 5 520 CF 695 CF @ EI. 258.25 13P-Pretreatment area below Infil. Trench 14S -Westerly Portion 430 CF 435 CF @ El. 258.5 14P-Pretreatment area below Infil. Trench Total WQv required: 5375 CF Total WQv provided: 6345 CF (Infiltration Rate > 5 in/hr) 5.2 Runoff Reduction Volume Runoff Reduction Volume (RRv) as required by NYSDEC prescribes the design goal to reduce the Water Quality Volume through the allowable standard and green infrastructure practices. The minimum RRv requirement is calculated as a function of the 90% rainfall event, the soil Hydrological Classification and impervious cover. RRv = P x 0.95 x S x (Ai/12) = 1.2" x 0.95 x 0.55 (A-soils) x (1.2 ac/12) Minimum RRv required: 2730 CF 5.3 Planning for Green Infrastructure NYSDEC requires that Planning Practices for Preservation of Natural Features and Conservation be considered and evaluated for the project layout and stormwater management practices. Specifically these six practices are evaluated as follows: 1. Preservation of Undisturbed Areas Much of the downgradient areas surrounding the building sites will likely be preserved as native forest space due to the steep slopes and the difficulty associated with developing those areas. 2. Preservation of Buffers There are no on-site streams or wetlands to maintain a buffer to. The westerly slope which adjoins the neighboring wetlands will remain mostly undisturbed. 3. Reduction of Clearing and Grading The proposed house sites have been carefully designed to fit with the existing topography, over the flatter portions of the site, which will result in less required clearing and grading. 5 4. Locating Development in Less Sensitive Areas The proposed development will be constructed over the flatter portions of the site, while the natural steep slopes are avoided. 5. Open Space Design The proposed development proposes the locations of the house sites to be constructed over the flatter portions of the site, with significant portions of the site being preserved as open, forested space. 6. Soil Restoration Vegetated areas which are compacted through earthwork processes around the houses will undergo soil restoration treatments to restore the long-term infiltration over these areas. 5.4 Green Infrastructure Techniques for RRv NYSDEC requires that each of the 11 Green Infrastructure practices be evaluated for feasibility for the project. 1. Conservation of Natural Areas As stated above, much of the site with steep slopes will be preserved in its natural, forested state. 2. Sheet Flow to Riparian Buffers or Filter Strips There are no riparian features upon the project site upon which a buffer can be maintained. 3. Vegetated Swale Roadside vegetated swales will be constructed, which will receive runoff from the roadway and the surrounding house sites, however RRv credits are taken in the infiltration basins. 4. Tree Planting 1 Tree Pit RRv credit is taken in the lot specific rain gardens and any lot specific plantings would have minimal effect upon RRv, therefore this practice is not considered in the calculations. 5. Disconnection of Rooftop Runoff Runoff from the roof areas will sheet flow over the surrounding yard area and into the respective rain gardens. As RRv credit cannot be taken in multiple practices for the same areas, the disconnection is not considered in the RRv calculations. 6. Stream Daylighting There are no proposed stream or water body crossings or obstructions on the project site and the stream west of the project area will not be disturbed. 7. Rain Gardens Rain gardens are proposed for the lots are sized for 100% of the contributing Water Quality Volume. 8. Green Roofs 6 Due to cost and maintenance, vegetated roofs are not feasible for these residential buildings. 9. Stormwater Planters Stormwater planters might be feasible for the roof areas, however RRv credit is already taken in the rain gardens. 10. Rain Barrels and Cisterns Rain Barrels and cisterns are not feasible for the roof areas, as the storage volume for even the water quality rain event is quite large, thus incurring significant cost and maintenance. 11. Porous Pavement Runoff from the roadway and individual driveways is easily managed in the infiltration basin due to the excellent soil conditions. 5.5 Runoff Reduction Volume Totals Total WQv Required: 5375 CF Minimum RRv Required: 2730 CF RRv Practices: Infiltration: 5375 CF (4.8-ac contributory, 1.2-ac impervious) Total RRv Provided: 5375 CF (100%+ of WQv) As the infiltration facilities are sized to infiltrate the 100-year design storm without overflowing, then 100% of the WQv is also infiltrated, thus satisfying the RRv goals. 5.6 Channel Protection Volume Channel protection volume (Cpv) as required by NYSDEC requires the extended detention of the post-developed 1-year, 24-hour storm. As the infiltration facilities manage the larger storm events with no outflow, the 1-year design Channel Protection Volume design goals are met. 5.7 Overbank Flood Control Overbank flood control as required by NYSDEC requires that the peak developed discharge rate from the 10-year, 24-hour storm not exceed the pre-development rate. Existing 10-year peak storm discharge: 0.0 CFS (Total Site) Developed 10-year peak storm discharge: 0.0 CFS (Total Site) The 10-year storm calculations show that the overbank flood control requirement is met. 7 5.8 Extreme Storm Control Extreme storm control as required by NYSDEC requires that the peak developed discharge rate from the 100-year, 24-hour storm not exceed the pre-development rate. Existing 100-year peak storm discharge: 1.29 CFS (Total Site) Developed 100-year peak storm discharge: 1.13 CFS (Total Site) The 100-year storm calculations show that the overbank flood control requirement is met. 6.0 TOWN OF QUEENSBURY REQUIREMENTS The Town of Queensbury requires that the peak developed discharge rate from the 25-year, 24- hour storm not exceed the pre-development rate. Existing 25-year peak storm discharge: 0.08 CFS Developed 25-year peak storm discharge: 0.07 CFS The 25-year storm calculations show that the Town of Queensbury requirement is met. 7.0 ENDANGERED SPECIES In accordance with Part I.D.4 of GP-015-0-002, a letter from the NYSDEC dated August 22, 2011 made the determination that there are no known occurrences of rare or state-listed animals or plants, significant natural communities, or other significant habitats on or in the immediate vicinity of these parcels. This letter is included in the appendix of this report. 8.0 ARCHAEOLOGICAL RESOURCES & HISTORIC PLACES In accordance with Part III.A.8 of GP-015-0-002, an inquiry to NYSOPRHP was made for a determination upon historic and cultural resources and a Phase I study was requested by NYSOPRHP, which was undertaken. The no impact letter dated September 8, 2016 from NYSOPRHP has been added to the appendix of the SWPPP report. 9.0 CONSTRUCTION PHASE EROSION PRACTICES Practices to be implemented during construction for erosion and sediment control include silt fencing and temporary sediment basins in various portions of the total disturbed area. Silt fencing will be placed across slopes (on the contour) in all areas downgrade of disturbed areas. Temporary sediment traps will be utilized in areas where construction phase runoff concentrates. 10.0 TEMPORARY EROSION & SEDIMENT CONTROL MEASURES Erosion and sediment control measures will be incorporated into the construction of the project. These practices will comply with the New York State Department of Environmental Conservation publication entitled "New York Guidelines for Urban and Sediment Control' (the blue book). Separate erosion and sediment controls will be installed for each phase of construction. The following temporary erosion and sediment control devices are to be utilized: 8 1. Sediment Control Fence Silt Fence shall be used to control erosion from sheet flow on slopes not to exceed 1 on 3. Concentrated flows shall not be directed toward the silt fence. The silt fence must be installed parallel to the contour lines to eliminate drainage along the fence. 2. Temporary Sediment Basin Basins will be excavated below each house site and seeded with ryegrass to accept stormwater runoff from the construction site allowing sediment to settle out. Sediment traps shall be constructed in the location and be of the size and type specified to collect sediment laden stormwater. 3. Temporary Seeding Land that is stripped of vegetation will be seeded and planted as soon as possible. Any area that will remain cleared but not under construction for five days or longer will be seeded with a ryegrass mixture and mulched to stabilize soil until construction resumes. 4. Temporary Diversion Swales Temporary diversion swales shall be constructed either to divert clean stormwater runoff from newly graded areas or to direct sediment laden runoff to a sediment trapping device. 5. Dust Control Measures for dust control during construction shall be implemented as needed. Daily water sprays will be used during dry conditions. In addition to water sprays, temporary mulching, temporary seeding and covering stockpiles with tarps shall be implemented when necessary. 6. Erosion Control Blanket Fabricated straw or biodegradable mesh blankets shall be utilized to protect and temporarily stabilize slopes of 1:3 or greater and shall be applied to graded, topsoiled, and seeded slopes. Blankets will be attached with staples or stakes in accordance with manufacturer's recommendations. Blankets on cut slopes and vegetated ditchlines will be maintained in place permanently and allowed to biodegrade. 11.0 CONTROL OF LITTER, CONSTRUCTION DEBRIS & CONSTRUCTION CHEMICALS During the course of construction, the site shall be kept clear of debris and litter which could be transported by water or wind. This material shall be picked up daily and shall be stored in waste debris containers where it will be securely held. All petroleum products or other waste contaminants which are water soluble, or could be dispersed and transported by stormwater, shall be stored in covered containers and shall be regularly removed from the site and properly and legally disposed of. All petroleum or other hazardous materials shall be stored and handled in conformance with NYSDEC spill prevention and containment requirements. 9 12.0 SEQUENCE OF CONSTRUCTION Prior to the start of construction, the contractor shall install the sediment control fence along the low side of each area to be disturbed in order to contain runoff from the construction site. Temporary sediment basins are to be constructed as shown on the plans and shall collect stormwater runoff from all areas of proposed road and utility construction. The temporary sediment basins shall be a minimum of 3600 CF per acre of disturbance. Basins shall allow collected water to filter into the existing soil; if necessary, sediment will be cleaned out of the basins to maintain their infiltrative capability. Following the completion of all planting and the establishment of all grass areas, any collected sediment and sediment control fencing shall be removed. Any debris from the perimeter of the site shall be removed and dispose of all waste material shall be disposed of in a legal manner. 13.0 MAINTENANCE OF TEMPORARY EROSION & SEDIMENT CONTROL DEVICES The sediment basins shall be inspected at least weekly and after every rain event by the contractor. When 50% of the volume of the trap is full, the contractor shall remove collected sediment and dispose of properly. The contractor shall inspect the sediment control fence weekly and after every rain event and remove trapped sediment and maintain the devices such that they are in good working order. 14.0 OPERATION & MAINTENANCE PLAN The homeowner's association will be responsible to provide the maintenance in the settling/pretreatment basin and infiltration basin, ditchlines and culverts. Maintenance includes trimming of vegetation in the ditchlines, basins and sediment removal in the ditches, culverts and pond. Trimming should be performed as needed throughout the spring, summer and fall, typically monthly or semi-monthly. Sediment removal and inspection of the stormwater infrastructure should be performed annually. Each respective lot owner is to provide the maintenance needed in order to ensure continuous and effective operation of the stormwater control practices on the respective lots. Maintenance includes vegetation trimming and sediment removal in the rain gardens. Mowing and trimming should be performed as needed throughout the spring, summer and fall, typically weekly or semi-weekly. Sediment removal and inspection of the rain gardens should be performed annually or as needed due to surrounding and contributing site conditions. If long-term infiltration capacity becomes reduced, the organic topsoil is to be excavated and new soil installed. A common area maintenance agreement will be prepared and reviewed by the town and will be signed by each respective lot owner at the time of the deed conveyance and will be filed in the county clerk's office. 10 15.0 PERMANENT EROSION CONTROL All pervious areas shall be graded, topsoil installed and seeded or planted as soon as practical, but in no case shall finish graded soils be exposed for more than five days. Seed beds shall be mulched with straw and plant beds shall be mulched with pine bark mulch. Seeded areas on slopes over 1:3 shall be stabilized with erosion control blankets as specified on the plans. 16.0 INSPECTION REQUIREMENTS In accordance with Part IV of GP-0-15-002, the owner or operator of each construction activity shall have a trained contractor inspect the erosion and sediment control practices within the active work area on a daily basis to ensure that proper maintenance and functionality is realized for the practices. If soil disturbances upon the site have been temporarily suspended and proper stabilization methods have been implemented, the trained contractor may suspend inspections until site work is restarted. In addition, a qualified inspector (Licensed Professional Engineer, CPESC or Registered Landscape Architect; or someone working under their direct supervision who has received four hours of DEC endorsed training) shall conduct site inspections at least once every (7) calendar days. If soil disturbances upon the site have been temporarily suspended and proper stabilization methods have been implemented, the qualified inspector shall conduct site inspections at least once every (30) calendar days. If soil disturbances have been shut down for 2-years with partial project completion and proper stabilization methods have been implemented, a Notice of Termination can be filed with DEC. These site inspections shall continue until the project is completed, final site stabilization is achieved and a Notice of Termination is filed with DEC. 11 ATTACHMENTS ■ NYSDEC Endangered Species Letter ■ NYS OPRHP Letter ■ Subcatchment Map— Existing Model HydroCAD— Existing • Subcatchment Map— Proposed Model HydroCAD— Proposed HYDROCAD Existing & Proposed Conditions: Type-II 24 hr Rainfall = 2.2" (1-year), 3.6" (10-year), 4.4" (25- year), 6.1" (100-year) tie-} -r r; �• + �t y -- — �s i • � CL t * e All I . � NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Adh Division of Fish, Wildlife & Marine Resources New York Natural Heritage Program 110hos 625 Broadway, 5'h Floor, Albany, New York 12233-4757 Phone: (518) 402-8935 • Fax: (518) 402-8925 Website: www.dec.ny.gov April 27, 2016 i Summer Steves Hutchins Engineering 169 Haviland Road Queensbury, NY 12804 Dear Ms. Steves: In response to your recent request, we have reviewed the New York Natural Heritage Program database with respect to the 5-lot subdivision of tax parcel 289.6-1-7 (John Hughes Trust) along Oxbow Hill Road, Glen Lake Road, and NYS Route 149 in the Town of Queensbury, Warren County. We have no recent records of rare or state-listed animals or plants, or of significant natural communities, at this site or in its immediate vicinity. Our database does have a historical record of a rare plant in the area of the project site: in 1900, Dragon's mouth orchid (Arethusa bulbosa, listed by NYS as Threatened) was collected from a"marsh north of Glen Lake". While we do not know the precise location where this plant was collected, the wetland just to the west of the subject parcel (NYS regulatory wetland GF-18) is a possibility. However, we have no recent information on this population, and there is uncertainty regarding its continued presence. We provide this information for your general reference. While its current status is not known, if suitable habitat for this plant is present at this wetland, it is possible that it may still be found there. We recommend that any development or activity on the subject parcel be conducted so as to not have any impacts on this wetland. If any rare plants or animals are documented during the project, we request that information on the observations be provided to the New York Natural Heritage Program so that we may update our database. Information about dragon's mouth orchid in New York, including habitat, biology, identification, conservation, and management, is available online in Natural Heritage's Conservation Guide at www.acris.nyillip.org/puide.php?id=9689. For most sites, comprehensive field surveys have not been conducted; the above information only includes records from our databases. We cannot provide a definitive statement as to the presence or absence of all rare or state-listed species or significant natural communities. This response applies only to known occurrences of rare or state-listed animals and plants, significant natural communities, and other significant habitats maintained in the Natural Heritage Database. Your project may require additional review or permits; for information regarding other permits that may be required under state law for regulated areas or activities (e.g.,regulated wetlands),please contact the NYS DEC Region 5 Office,Division of Environmental Permits, at depr5@dec.ny.aoy, 518-623-1286. Sincerely, A,4� Nicholas Conrad 472 Information Resource Coordinator NEW YORK Parks Recreation STATE OF � ! OPPORTUNITY. and Historic Preservation ANDREW M.CUOMO ROSE HARVEY Governor Commissioner September 08, 2016 Mr. G. Thomas Hutchins Hutchins Engineering 169 Haviland Rd Queensbury, NY 12804 Re: DEC John M. Hughes Trust Subdivision RT-149 at OXBOW HILL ROAD, QUEENSBURY, NY 12804 16PRO1987 Dear Mr. Hutchins: Thank you for requesting the comments of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the project in accordance with the New York State Historic Preservation Act of 1980 (Section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). Based upon this review, it is the New York State Office of Parks, Recreation and Historic Preservation's opinion that your project will have no impact on archaeological and/or historic resources listed in or eligible for the New York State and National Registers of Historic Places. If further correspondence is required regarding this project, please be sure to refer to the OPRHP Project Review (PR) number noted above. Sincerely, & Ruth L. Pierpont Deputy Commissioner for Historic Preservation Division for Historic Preservation T P.O Box 189,Waterford,New York 12188-0189-(518)237-8643-www,nysparks.com Water Quaflity Vol ime-Individual 5 bcatchman WOv= Water Quality Volume P=90%Rainfall Event(Design Manual Pg 4-2) Rv=0.05+0.009(1)where I is%impervious Cover: Rv minimum=0.2 1=Percent Impervious Cover A=Area of Site In Acres(Contributing Area) (NOTE:Existing Offsite Impervious areas not considered in WQv) SUBCATCHMENT 65-NORTHEASTERLY 112 OF RD SUBCATCHMENT 7S-SOUTHEASTERLY 112 OF RD d LOTS 182 In is Inouts P= 1.2 P= 1.2 1= 14.6 1= 27 A= 0.51 A= 1.37 Calculated 22,205 SF TOTAL Cal uiat 59,585 SF TOTAL calc Rv= 0.18 Rv minimum=0.2 calc Rv= 0.29 Rv minimum=0.2 app Rv= 0.20 app Rv= 0.29 WQv= 0.010 Acre-feet WQv= 0.040 Acre-feet WQv. 444 CF minimum WQv= 1,746 CF minimum SUBCATCHMENT 6S-BETWEEN LOTS 283 SUBCATCHMENT 9S-LOT 3 lnpcls In u P= 1.2 P= 12 1= 20.1 1= 20,8 A= 0.50 A= 0,73 Calculated 21,825 SF TOTAL Calculated 31,995 SF TOTAL calc Rv= 0.23 Rv minimum=0.2 Calc Rv= 0.24 Rv minimum=0.2 app Rv= 0.23 app Rv= 0,24 WQv= 0.012 Acre-feet WQv- 0.017 Acre-feet WQv. 504 CF minimum WQv- 759 CF minimum SUBCATCHMENT 10S-BETWEEN LOTS 485 SUBCATCHMENT 11S-EAST OF TURN-AROUND Innuts Innuts P= 1.2 P= 1.2 1= 18.8 1= 20.1 A= 0.40 A= 0.23 C I_a cul.0 17,480 SF TOTAL a cutaled 9,920 SF TOTAL calc Rv= 0.22 Rv minimum=0.2 calc Rv= 0.23 Rv minimum=0,2 app Rv= 0.22 app Rv= 0.23 WQv= 0.009 Acre-feet WQv= 0.005 Acre-feet WQv- 383 CF minimum WQv. 229 CF minimum SUBCATCHMENT 12S-WEST OF TURN-AROUND SUBCATCHMENT 13S-LOT 5 Inouts Inouts P= 1.2 P= 12 1= 13.9 1= 59.4 A= 0.39 A= 0.21 Calculated 17,195 SF TOTAL CalculFk d 8,935 SF TOTAL talc Rv= 0,18 Rv minimum=0.2 calc Rv= 0.58 Rv minimum=0 2 app Rv= 0.20 app Rv= 0.58 WQv- 0.008 Acre-feet WQv- 0.012 Acre-feet WQv= 344 CF minimum WQv= 522 CF minimum SUBCATCHMENT 14S-WESTERLY PORTION imull P= 1.2 1- 23 A= 0.39 Calculated 16,820 SF TOTAL calc Rv= 0.26 Rv minimum=0.2 app Rv= 0.26 WQv= 0.010 Acre-feet WQv= 432 CF minimum FF �r 4, I VI o 0 c o fll fv � — N � I� �o U-n �4 Y o Np w o Y f i-I A M J o C o i q i o w 3 C b x3 G o o N o D C M fq 1 a w Cp] F p U o •F .a o t7 V v U C O F 1II W i °; °u w N o A N o 4 v v 0 O m 0 Y I d 1. 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Q 41 b-.i.q W C a) C H Q 4 L; 0 O F P O -1 O u m �q V H U b1 i,H U ..-I U N O q 11 0 0 +1 1j •.i N 0 b rZ m 0 V.. 2 O.m W U N W O r -_ 1 V v m rl V V •1 ry' H H 0 W •H O V di Itl 7 N_u O •ri O V-I u W yl (7 U U H N H'U 0 �yy tl U' 1) q�q N V "d 4' .Y 01 H N fi 11 W O H b�C .ql U C N Ef H q C H O LI •H A N•H O q v W O ,-i m N 0 ,-1 ,-1 H U r1 q QJ F W U 1a N m W N 0 N O 1� a) U 0 }1 N m q 0 0 P 'd 41 A N N Tiq .i N 3 a) V T 0 'd H H W w �•aJ .0 d ry N H O N m a 0 V T 3 0 u O O VI 1 .G •+ d $ v v 3 .i r1 ro .� .) o 0-) W Yoo ll U W N m C N 0 ro V CL 0 J� 0 0 0 Id .- 1 P. 9 O•�•a �O�i H O m rl 7 , m m 1 7 0 U V 0 U as H 7 7 .r R H N Aw O 0 N q m ®W 2, v w kl J� P. yl H '0 [7 f1 0 -rl N I m H au y1'0 H m N N O^ H O m O H O m m m m H -N -.i l.1 C q D. 4� O 1u01 yW+ mo V H a' C) .c: .7 ,f,' N Z 30 3 W F 3 rn H al -.i Y O U a, H a G C) O _ C` L) i_) G 0 0 O 0 0 o C) Cl a r H N m a H o m N C i1 L � y P J NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Adh Division of Fish, Wildlife & Marine Resources New York Natural Heritage Program 11hoo 625 Broadway, 5th Floor, Albany, New York 12233-4757 Phone: (518) 402-8935 - Fax: (518) 402-8925 Website: www.dec.ny,gav, April 27, 2016 Summer Steves Hutchins Engineering 169 Haviland Road Queensbury,NY 12804 Dear Ms. Steves: In response to your recent request, we have reviewed the New York Natural Heritage Program database with respect to the 5-lot subdivision of tax parcel 289.6-1-7 (John Hughes Trust) along Oxbow Hill Road, Glen Lake Road, and NYS Route 149 in the Town of Queensbury, Warren County. We have no recent records of rare or state-listed animals or plants, or of significant natural communities, at this site or in its immediate vicinity. Our database does have a historical record of a rare plant in the area of the project site: in 1900, Dragon's mouth orchid (Arethusa bulbosa, listed by NYS as Threatened) was collected from a"marsh north of Glen Lake". While we do not know the precise location where this plant was collected, the wetland just to the west of the subject parcel (NYS regulatory wetland GF-18) is a possibility. However, we have no recent information on this population, and there is uncertainty regarding its continued presence. We provide this information for your general reference. While its current status is not known, if suitable habitat for this plant is present at this wetland, it is possible that it may still be found there. We recommend that any development or activity on the subject parcel be conducted so as to not have any impacts on this wetland. If any rare plants or animals are documented during the project,we request that information on the observations be provided to the New York Natural Heritage Program so that we may update our database. Information about dragon's mouth orchid in New York, including habitat, biology, identification, conservation, and management, is available online in Natural Heritage's Conservation Guide at www.acris.nynhp.org/guide.php?id=9689, For most sites, comprehensive field surveys have not been conducted; the above information only includes records from our databases. We cannot provide a definitive statement as to the presence or absence of all rare or state-listed species or significant natural communities. This response applies only to known occurrences of rare or state-listed animals and plants, significant natural communities, and other significant habitats maintained in the Natural Heritage Database. Your project may require additional review or permits; for information regarding other permits that may be required under state law for regulated areas or activities (e.g., regulated wetlands),please contact the NYS DEC Region 5 Office, Division of Environmental Permits, at dep.r5Oc_r�Wec.ny.uov, 518-623-1286. Sincerely, A 'a a..Q- Nicholas Conrad 472 Information Resource Coordinator NEW YORK Department of OTATE OF PPORTUNITY 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 Form to Notice Of Intent and Submit to Address Above) 1. Project Owner/Operator Information 1. Owner/Operator Name: JOHN M.HUGHES TRUST 2. Contact Person:JOHN HUGHES 3. Street Address: 38 LEDGEVIEW DRIVE 4. City/State/Zip: LAKE GEORGE NY 12845 II. Project Site Information 5. Project/Site Name: JOHN M.HUGHES TRUST,5-LOT SUBDIVISION 6. Street Address: OXBOW HILL RD 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: TOWN OF QUEENSBURY 12. MS4 SPDES Permit Identification Number: NYR20A 112 13. Contact Person: CRAIG BROWN 14. Street Address: 742 BAY ROAD 15. City/State/Zip: QUEENSBURY NY 12804 16. Telephone Number: (518)761-8200 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 I hereby certify that the final Stormwater Pollution Prevention Plan (SWPPP)for the construction project identified in question 5 has been reviewed and meets the substantive requirements in the SPDES General Permit For Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s). Note: The MS4, through the acceptance of the SWPPP, assumes no responsibility for the accuracy and adequacy of the design included in the SWPPP. In addition, review and acceptance of the SWPPP by the MS4 does not relieve the owner/operator or their SWPPP preparer of responsibility or liability for errors or omissions in the plan. 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