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PB Submission
General Information Tax Parcel ID: 288.12-1-17&-19 Zoning District: COMMERCIAL INTENSIVE(HC-INT) Lot size: 4.56 ACRES Current Use: OUTLET SHOPPING CENTER Proposed Use: PARKING EXPANSION OF EXISTNG LOG JAM OUTLET CENTER;SITE WORK BLENDING ONTO PARCEL 19 Project Location: 1476 STATE ROUTE 9(LOG JAM OUTLETS) / 1468 STATE ROUTE 9(PARCEL 19) _.._..__....._.. _.�.._-. LLC.... ... ._..... ..�....�...... Applicant Name ED&ED T.ENTERPRISES, Address: 1439 STATE ROUTE 9 1468 STATE ROUTE 9,LLC LAKE GEORGE NY 12845 Home Phone Cell: (518)796-3357 Work Phone _.... Fax .�..e.,� .��...� � ...�_ E-Mail: EDMOOREI 00@YAHOO.COM Agent's Name: Address: 169 HAVILAND ROAD HUTCHINS ENGINEERING QUEENSBURY NY 12804 Home Phone Cell: Work Phone ...._.._ -- .... (518)745-0307 FaX (518)745-0308 .. ...._ ._-.._ THUTCHIN E-mail S@HUTCHINSENGINEERI G.COM Owner's Name: SAME AS APPLICANT) Address Home Phone _.__.. ...._.._._....._...._... .._ Cell __.� .....m.w.�....... _� Work Phone Fax E-mail Site Plan Review Revised March 2014 2 Town of Queensbury Planning Office-742 Bay Road• Queensbury, NY 12804.518-761-8220 Site Development Data Area/Type Existing sq.ft. Proposed Total otal sq.ft. Addition sq ft. A. Building footprint _ 46,165 - -- 46,165 .............. _..._ _..... ._ _.__. _.__ __. ._. _ . .._ .. ...�. B. Detached Garage _C. ...._._._.._ess._..ory - es).,,m..�..._ . � _ .._ ......_..... .. ........ ........ _._.�..... .. _ �._� AccStructur ... _. 15-715a gravel or other hard surfaced area 80,100 22,310 102,410 E. Porches/Decks F. Other(i.e. boathouse, sundeck, etc.) G.Total Non-Permeable [Add A-F] ' �� ......� 126,265 22,310 148,575 H. Parcel Area [43,560 sq. ft./acre] 195,202 ----- 195,202 I. Percentage of Impermeable Area of Site [I=G/H] 76.11% 64.68% 11.43% (A/V REQ'D) Setback Requirements Area Required Existing Proposed Front[1] 75' 25.91 25.9'(NO CHANGE) __. ......... ._M.. . ...... .. Front[2] Shoreline Side Yard [1] 1 .�� 20' 15.7' 15.7'(NO CHANGE) Side Yard [2] 30' 19.8' 19.8'(NO CHANGE) Rear Yard [i] 25' 247.7' 247.7'(NO CHANGE) Rear Yard[2] Travel Corridor 75' 25.9' 25.9'(NO CHANGE) Height[max] �. ,., .. .—.-.._. 40' 25' 25'(NO CHANGE) Permeability 30% 35.3% 23.9%(A/V REQ'D) No. of parking spaces 225 139 210 Site Plan Review Revised March 2014 3 Town of Queensbury Planning Office-742 Bay Road-Queensbury,NY 12804.518-761-8220 Additional Project Information 1. Will the proposal require a Septic Variance from the Town Board of Health? No 2. If the parcel has previous approvals, list application number(s): --' SP SP 17 1986 3. Does this project require coverage under the NYS DEC Stormwater Pollution Prevention Program? YES 4. Estimated project duration: Start Date 9/1/2015 End Date 6/1/2016 5. Estimated total cost of project: $150,000.00 6. Total area of land disturbance for project: . 1.3 ACRES Floor Area Ratio Worksheet FLOOR AREA RATIO (FAR) -- The relationship of building size to lot size, derived by dividing the total building floor area by the lot size in square feet, yielding a percentage. Zoning District Symbol Floor Area Ratio [FAR] Waterfront Residential WR 0.22 Commercial Moderate/Commercia.._...___. - -__.........-. _..._._.__ I Intensive CM/Cl 0.3 Main Street MS _.......__ 0.3 A. The combined area of all square footage, as measure from exterior walls of all structures on the property, including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height and covered porches. Building square footage does not include: Open deck, docks and that portion of covered docks extending over water and one storage shed of one hundred twenty (120) square feet or less. Any additional sheds will be included. (See "FLOOR AREA RATIO"). B. Commercial or industrial: the total area in square feet as measured from the exterior of the outside walls of a building or structure, and when applicable, the sum total of all floor areas of the principal and accessory buildings or structures on the project site. .. _. 02 195 2 W.—._ ._._. Parcel Area � I � ...._._.�_�.� . ft. B. Existiin Floor Area .._ 46,165 sq. ft. [see above definition] C. Pro osed Additional Floor Area 1 o sq, ft. —Pro posed Total Floor Area 46,165 �sq. ft. E. Total Allowable Floor Area 50,560 ( _ see above table] .. __ ...... Area ) G *if D is larger than E, a variance or revisions to your plan may be needed. Please consult w/Staff. Site Plan Review Revised March 2014 4 Town of Queensbury Planning Office- 742 Bay Road • Queensbury, NY 12804•518-761-8220 § 179-9-080 Requirements for Site Plan Approval. The Planning Board shall not approve a Site Plan unless it first determines that such site plan meets the following Standards. Please prepare responses to each of the following topics. __..� ....._........._ .... _...... � _ ww_..... ......... _..... STANDARDS A. _'"Te proposed project furthers or is ronsf tent with the policies of the Town's Comprehensive Plan. da B. ofethis ect on,the ime dimensional,bulk,land density regulations thezoningIdist ict inthe wh csite r proposed project complies h it is proposed to be located as set forth in Paragraph F _ � —this � s ls of aced(Article 3 and Table 1), the applicable requirements of all other Articles that apply. plan encourages pedestrian activity internally and,Wif practicable,to and from&die site with pedestrian maths or sidewalks connected tc� C. f°hr�sale la. P adjacent areas. D. e site plan must conform to Ct°apter —rm- .h f3fa Sewage grid SewageW2isposat„ Chapter 147 i�torwater Management Local Law, and other I applicable local laws. E. the ro tosr rf use shall be in harrnon with the erieraI purpose or intent of this Chapter,specifically taking Into 1..._ y g P P Y 9 auto aocount the drac,adiran,characfmr and size of the proposed use and the description and purpose of the district In which such use is proposed,the nature and intensity of the activities to be involved in or conducted in connection with the proposed use and the nature and rate of any Increase in the burden on supporting public services.and facilities which will follow the approval of the proposed use. F. f die eslabiisfirnent,maintenance dtte proposed use will - - ntenance and operation of d not create public hazards from irafffa,traffic congestion or the parking. of vehicles and/or equipment or be otherwise detrimental to the health, safety or general welfare of persons residing or working in the neighborhood or to the general welfare of the town.Traffic access and circulation, road intersections, road and driveway widths,and traffic controls will be adequate. ,." C. Cff-straucat parking and loading ta»a1Elii s w�d18 be p�+rraprdatedy located rarr;d arranged and sufficient to rifest 9rafSCG:anticipated to be generated by the new use. The establishment of vehicle links between parking areas of adjacent properties are provided where feasible. This furthers the Town's goal of reducing curb cuts and reducing congestion. A twenty-foot wide connection is required. If adjacent properties are either undeveloped or previously developed without having made provision for future linkage, then a future connection must be identified and provided for in the site plan under review for such future linkage when the time arises. The Planning Board may require proof that the applicant has made contact with adjacent property owners for purposes of coordinating linkages with adjacent properties. H, The project shall not have an undue adverse impact upon the natural,scenic,aesthetic,ecological,wildlife,historic,recreational or open space resources of the town or the Adirondack Park or upon the adequate provision of supporting facilities and services made necessary by the project,taking into account the commercial, industrial, residential, recreational or other benefits that might be derived from the project In making the determination hereunder„the Planning Board shall consider those factors pertinent to the project contained in the development considerations set forth herein under§179-9.080 of this chapter„and in so doing,the Planning Board shall make a net overall evaluation of the project in relation to the development objectives and general guidelines set forth in§179-9-080 of this Article. L 'The provision for and arrangement of pedestriari traffic access and ol'rcralation„walkway structures,control of intersections with vehicular traftdc and overall pedestrian convenience shall be safe and adequate for pedestrian movement. Pedestrian connections between adjacent sites shall be provided to encourage pedestrian use. Slormwater drainage facilities will prevent an increase of post development drainage flows as compared to pre•devetopment drainage flows. Drainage of the site shall recharge ground water to the extent practical. Surface waters flowing off-site shall not degrade any streams or adversely affect drainage on adjacent properties or public roads. Facilities shall be in conformance with the drainage standards of Chapter 147 of the Town Code and the Town of Queensbury Subdivision Regulations where applicable. K. The water supply and sewage dr.spDeaf facilities will be adequate and will m_eet all aPP Cicabte and current requirements set forth by Department of Health yeoUIOGns and Chapter 136 of the Town Code. L visual adequacy, noise buffer arrangement angebetweennt of trees,shrubs and other uitable plantings9lanadsca,ping and screening shall effectively provide a adjoininglands, includin the maximum retention of existingvegetation and maintenance,including replacement of dead or deceased plants. hydrants will be adequate and meei the needs and requirements of emergency service providers. �. M. Fire Hanes,emergency zones,and tiro hY hJ. —The d_i gn of structures, roadway-, i_nd lands_oa gtri susce able to'panding, flooding and/or erosion WwW III minimize or avoid such impacts to the maximum extent practicable. O. The site plan conforms to the design standards,landscaping ... standards and performance standards of this chapter, Site Plan Review Revised March 2014 5 Town of Queensbury Planning Office-742 Bay Road-Queensbury, NY 12804.518-761-8220 Applicant: Ed&Ed T. Enterprises, LLC 1476 State Route 9,Tax Map ID: 288.12-1-17 179-9-080 Responses to standards questions A-0 A. This site involves an intensive commercial retail, in a Commercial Intensive zone, zoned for this type of use. B. The proposed project as presented is believed to be in compliance with applicable code parameters. C., The proposed project has been designed to allow internal pedestrian activities as necessary and applicable to this type of use. D. The proposed project has been designed to be in compliance with Chapters 136 and 147 as applicable. Specifically, stormwater management in accordance with NYSDEC standards is provided for the entire site. E. The proposed project has been designed to be in harmony with the general purpose or intent of this Chapter. R The proposed project has been designed to be in compliance with principles of good site access,traffic flow,and safety and general welfare of the neighborhood. G. The proposed project has been designed with the intent to provide safe, adequate, and functional off-street parking and loading facilities. H. The proposed project has been designed to not impact natural, scenic, aesthetic ecological, wildlife,historic,recreational or open space resources of the Town. I. The proposed use will maintain and enhance pedestrian circulation between this plaza and adjacent parcels with similar uses. J. The proposed project has been designed to recharge all site runoff to groundwater through appropriate NYSDEC stormwater management practices. The proposed project has been designed to be in compliance with Chapter 147 as applicable. K. No changes to the buildings nor their water supplies or wastewater systems are proposed for this project. L. The existing landscaping along State Route 9 will be maintained. M. The project has been designed in effort to meet the needs of emergency service providers adequately. N. The site grading and drainage provisions have been developed with the intent of avoiding flooding and ponding with the exception of areas required for stormwater controls. 0. The site has been designed with the intent of maintaining the existing vegetation and landscaping as feasible. § 779-9-050 Application for Site Plan Review Absent any waiver or waivers, an application for Site Plan Review shall include the following: _ ....__. ....... __ ..._. _ REQUIREMENTS Sheet# A y vicinitmap drawn at the scale that —1h-e A shows the relationship of the proposal to existing community facilities which affect or serve it, such as roads, shopping areas, schools, etc. The map shall also show all properties, identify owners, subdivisions, streets, and S1 easements within 500 feet of the property. Such a sketch may be superimposed on a United States Geological Survey map of the area. _.. __._._. ........... B The site plan shall be drawn at a scale of forty feet to the inch(1'=40 feet)or such other scale as the Planning Board may deem appropriate,on standard 24'x 36'sheets,with continuation on 81V x 11"sheets as necessary for written information. The information ALL listed below shall be shown on the site plan and continuation sheets. .. ................. _ C Name of the project,boundaries,date,north arrow,and scale of the plan. ALL D Name and address of the owner of record, and,develo er _. p seal of the engineer,architect,or landscape architect. If the applicant is not ALL the record owner,a letter of authorization shall be required from the owner E The location and use of all existing and proposed structures within the property,including all dimensions of height and floor area,all S1 exterior entrances and all anticipated future additions and alterations. F The location of all present and proposed public and private ways, off-street parking areas, driveways, outdoor storage areas, sidewalks,ramps,curbs,paths,landscaping,walls,and fences. Location,type,and screening details for all waste disposal containers S1 shall also be shown. ,,, The location,heightintensity,and bulb type.(sodlu _.._..._... _....._ .. G m,incandescent,etc.)of all external lighting fixtures. The direction of illumination and methods to eliminate glare onto adjoining properties must also be shown in compliance with§179-6-020. S1-S2 H The location,height,size,materials,and design of all proposed signs. ----- I I The location of all present and proposed utility systems including: 1. Sewage or septic system; 2. Water supply system; S1 3. Telephone,cable,and electrical systems; and 4_ Storm drainage system including existing and proposed drain lines, culverts,catch basins, headwalls,endwalls,hydrants, manholes,and drainage swales. J Plans to prevent the pollution of surface or groundwater, erosion of soil both during and a runoff, and after construction, excessive flooding of other properties, as applicable. A Stormwater Pollution Prevention Plan (SWPPP) for all land development activities (excluding agricultural activities) on the site that results in land disturbance of 1-acre or more. A SWPPP shall comply with the SWPPP requirements of the DEC SPDES MS-4 General Permit and Chapter 147 of the Town of Queensbury Code. It shall be at the discretion of the Planning Board as to whether a SWPPP or an erosion and control plan shall be required for a site plan review project land disturbance of less than 1-acre. _ K Existing and proposed topography at two-foot contour Intervals,or such other contour interval..... he the Pia as tPlanning Board shall allow. All elevations shall refer to the nearest United States Coastal and Geodetic Bench Mark_ If any portion of the parcel is within the 100- year floodplain,the area will be shown,and base flood elevations given. Areas shall be indicated within the proposed site and within S1-S3 50 feet of the proposed site where soil removal or filling Is required,showing the approximate volume in cubic yards. A landscape plan showing all existing natural land features that may influence the design of the proposed u p _ .., L use such as rock outcrops, stands of trees,single trees eight or more inches In diameter,forest cover,and water sources, and all proposed changes to these S5 features including sizes and types of plants. Water sources include ponds, lakes,wetlands and watercourses,aquifers,floodplains, and drainage retention areas. M Land Use District boundariesp within 00 feet of the site's perimeter shall be drawn and identified on the site plan, as well as any Si. Overlay Districts that apply pI to the property. Site Plan Review Revised March 2014 6 Town of Queensbury Planning Office-742 Bay Road•Queensbury, NY 12804.518-761-8220 _. ..._... .........__. REQUIREMENTS CONTINUED Sheet# Traffic flow patterns within the site,entrances ..� _ _._.�....._... N nces and exits,and loading an nd unloading areas,as well as curb cuts on the site and within 100 feet of the site. The Planning Board may,at its discretion,require a detailed traffic study for large developments or for those in heavy traffic areas,which shall include: 1. The projected number of motor vehicle trips to enter or leave the site,estimated for weekly and annual peak hour traffic levels; Sl-S2 2. The projected traffic flow pattern including vehicular movements at all major intersections likely to be affected by the proposed use of the site; 3. The impact of this traffic on levels of service on abutting public streets and at affected intersections. Existing and proposed weekly and annual peak hour traffic levels and road capacity levels shall also be given. For new construction or alterations to any structure,a table containing the following information shall be included: 1. Estimated area of structure to be used for particular purposes such as retail operation,office,storage,etc.; 2. Estimated maximum number of employees; S1 3. Maximum seating capacity,where applicable;and 4. Number of parking spaces existing and required for the intended use. P 1. Floor Plans. 2. Elevations at a scale of one-quarter inch equals one foot(1/4°=1 foot)for all exterior facades of the proposed structure(s)and/or alterations to or expansions of existing facades,showing design features and indicating the type and color of materials to be used. Q Soil logs,water supply well and percolation test results,and storm runoff calculations,as needed to determine and mitigate project - impacts. Plans for disposal of construction and demolition waste,either on-site or at an approved disposal facility. ----- S Plans for snow removal,including location(s)of on-site snow storage. S2 .. ..An Environmental Assessment Form "EAF",as required b the SEQRA regulations,with Part 1 completed( ) q y g by the Applicant shall be submitted as part of the application. If the proposed project requires a special use permit and an EAF has been submitted in ,app conjunction with a special use permit application,a duplicate EAF is not required for the site plan application.. application is for a parcel or parcels on which more than ._... µ _. U one use is proposed,the applicant may submit a single application for all such uses provided the proposed uses are accurately delineated on a site plan drawn pursuant to the requirements set forth above. The Planning Board may grant the application with respect to some proposed uses and not others. For purposes of reviewing ----- an application (and for SEQRA compliance) all proposed uses on a single parcel or on contiguous parcels shall be considered together. A brief narrative statement on how the project proposed for review furthers or is consistent with the vision,goals and policies in the COVER Town's Comprehensive Plan. Site Plan Review Revised March 2014 7 Town of Queensbury Planning Office-742 Bay Road• Queensbury, NY 12804.518-761-8220 Pre-Submission Conference Form f179-4-0401 1. Tax Map ID 288.12-1-17 2. Zoning Classification HC-INT 3. Table of Allowed Uses got�c':J-oA a ��fc� P is subject to Site Plan Review 4. Ordinance Section# 7 r- 5. Pre-Submission Meeting Notes; Outstanding Items To Be Addressed Include: Deed CXyes No General Information complete Yes No Site Development Data Complete ........—,,, Y s No Setback Requirements Complete °'" Yes No Additional Project Information Complete Yes No ` Yes Na� r FAR Worksheet complete ,Yes No Standards addressed es No Checklist items addressedYes No _ Environmental Form completed —:'/' Yes No Signature Page completed Yes -7No s o ....m°�,G,.,�2"` �� �" 'V�" r"k '9' ,Pny�'; "'"""""" +"'r .t " `. �" , �4 w': �r 'C",r✓"' as „Ap lican mi.ist rovide office wiih_Notsce of Inte t N I'" SWPPP �1 e fence Form ( �C I t� r Is uinri i�t�m�umber'x Notice of Termination(NOTA. Staff Representative: _..„” Applicant/Agent: �. �Date: V Site Plan Review Revised March 2014 8 Town of Queensbury Planning Office-742 Bay Road•Queensbury,NY 12804.518-761-8220 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: LOG JAM OUTLET CENTER PARKING EXPANSION Project Location(describe,and attach a location map): 1476 STATE ROUTE 9,TOWN OF QUEENSBURY,WARREN COUNTY Brief Description of Proposed Action: PARKING EXPANSION OF EXISTING LOG JAM OUTLET CENTER Name of Applicant or Sponsor: Telephone: (518)796-3357 ED&ED T.ENTERPRISES,LLC E-Mail:EDMOORE100@YAHOO.COM Address: 1439 STATE ROUTE 9#16 City/PO: State: Zip Code: LAKE GEORGE NY 12845 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that I/ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from.any Cather governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? 4.56 acres b.Total acreage to be physically disturbed? 1.30 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 4.56 acres 4. Check all banuses❑that occur o M., on,adjoining and near tlac proposed action. (non-agriculture) 0 Industrial td Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify):_ ❑Parkland Page 1 of 4 5. Is t e propos ..acts � proposed ed action, R-0 Y.0 N/A p use under the zoning regulations. ✓ b.Consistent with the adopted comprehensive plan? ✓ 6. Is theaction ro osed consistent with the predominant character of the existing built or natural P P � lural NO YES landscape? 7. Is the site of the proposed action located jn,or does it adjoin,a state listed Critical Environmental Are a? NO YES If Yes,identify• ..... _�. 8. a.Will drie proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ------" c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 1.0. Will thero osed action connect to a P P n existing public/private water supply? � NO YES If Yes,does the existing system have capacity to provide service? ❑NO❑YES If No,describe method for providing potable water: ✓ 11. Will the proposed action connect to existing wastewater utilities? � NO YES a If Yes,does the existing system have capacity to provide service? ❑NO❑YES If No,describe method for providing wastewater treatment: ✓ . Stsite contain a structure that is listed on either the at 12. a.Does the a or National Register o g f Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 1.5.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.1�v''ill the proposed action create storm w titer discharge,either from point or tion-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO lt YES ✓ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO M YES EXISTING DRAINAGE CHANNEL Page 2 of 4 I 8 watero other liquhe ids retention oes include construction or other activities that result in the impoundment of NO YES quids( g. pond,waste lagoon,dam)? If Yes,explain purpose and size: STORMWATER INFILTRATION 19.Has the site of the proposed action or - -or _---i"- p p an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ✓ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ✓ 1 AFFIRMDGE THATTHE INFORMATION PROVIDED...� UE N -� .- �mm ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY NOWApp'licanttsp )r n pe" EDWA GORE, MBER Date: 5/14/2015 Signature Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" .. ... No,or Moderate small to large impact J impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 ..... No, o....._ ,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Pant -Determination of si ttilw,artcrce. The lLeadAl;envy is responsible for the completion of Part 3. For every question to Part that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain hoer the lead agency determined that the irnpact may or will not be significant.Each potential impact should be assessed considering,its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term,longwertn and cumulative impacts. Check this box if ou sed n the ion and is ❑ at onmeo al indyact on ay result in one or moretpotentially tlarge orsignificantificant adverse ove,an-d impactsrand an ing documentation, pact statement is required. • Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. ........ ._ Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency .Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Signature Page This page includes the 1.) Authorization to Act as Agent Form: 2.) Engineering Fee Disclosure; 3.)Authorization for Site Visits; 4.) Other Permit Responsibilities; 5.) Official Meeting Disclosure and 6.) Agreement to provide documentation required. OWNER'S AGENT FORM: Complete the following if the OWNER of the property is not the same as the applicant Owner: Designates: .......................... �.. As agent regarding: Variance Site Plan Subdivision For Tax Map No.: Section Block Lot Deed Reference: Book Page Date OWNER SIGNATURE: DATE: .......... ' APPLICANT S A_GENT FORM: Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party Owner: ED&ED T.ENTERPRISES,LLC/1468 STATE ROUTE 9,LLC Designates: HUTCHINS ENGINEERING As agent regarding: Variance ✓ Site Plan Subdivision For Tax Map No.: 288.12 Section 1 Block 17&19 Lot Deed Reference: 3202 Book 234 Page 2/22/07 Date APPLICANT SIGNATURE: DATE: 5/14/2015 2.) ENGINEERING FEE DISCLOSURE: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Zoning or Planning Department. Fees for engineering review services will be charged directly to the applicant. Fees for engineering review will not exceed$1,000 without notification to the applicant. 3.) AUTHORIZATION FOR SITE VISITS: By signing this page and submitting the application materials attached herein,the Owner, Applicant, and histher/their agent(s) hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject properties for the purpose of reviewing the application submitted. 4.) OTHER PERMIT RESPONSIBILITIES: Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board. It is the applicant's responsibility to obtain any additional permits. 5.) OFFICIAL MEETING MINUTES DISCLOSURE: It is the practice of the Community Development Department to have a designated stenographer tape record the proceedings of meetings resulting from application,and minutes transcribed from those tapes constitutes the official record of all proceedings. 6.) AGREEMENT TO PROVIDE DOCUMENTATION REQUIRED: I, the undersigned, have thoroughly read and understand the instructions for submission and agree to the submission requirements, I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true and complete statement/description of the existing conditions and the work proposed, and that all work will be performed in accordance with the approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents,will obtain a certificate of occupancy as necessary. I also understand that 1/we may be required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy I have read and agree to the above. EDWARD MOORE,MEMBER ED&ED T. 5/14/2015 Signature[Applicant] Print Name[Applicant] Date signed G.THOMAS HUTCHINS,P.E. 5/14/2015 Signature[Agent] Print Name[Agent] __ Date signed Site Plan Review Revised March 2014 9 Town of Queensbury Planning Office-742 Bay Road•Queensbury,NY 12804.518-761-8220 DAVE KENNY,MEMBER 1468 ST RTE,LLC 5/14/2015 Signature Page This page includes the 1.) Authorization to Act as Agent Form: 2.) Engineering Fee Disclosure; 3.)Authorization for Site Visits; 4.) Other Permit Responsibilities; 5.) Official Meeting Disclosure and 6.) Agreement to provide documentation required. ... ..... .... ..... ............�. _ OWNER'S AGENT FORM: Complete the following if the OWNER of the property is not the same as the applicant Owner: Designates: As agent regarding: Variance Site Plan Subdivision For Tax Map No.: Section Block Lot Deed Reference: Book Page Date [.OWNER SIGNATURE: ._ .... __...._. w ..� DATE: APPLICANT'S AGENT FORM: Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another parry Owner: ED&ED T.ENTERPRISES,LLC/1468 STATE ROUTE 9,LLC Designates: HUTCHINS ENGINEERINGm As agent regarding: Variance ✓ Site Plan Subdivision For Tax Map No.: 288.12 Section 1 Block 17&19 Lot Deed Reference: 3202 Book 34 P /22/al7 Date APPLICANT SIGNATURE: °. DATE: 5/14/2015 2.) ENGINEERING FEE DISCLOSURE: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Zoning or Planning Department. Fees for engineering review services will be charged directly to the applicant. Fees for engineering review will not exceed$1,000 without notification to the applicant. 3.) AUTHORIZATION FOR SITE VISITS: By signing this page and submitting the application materials attached herein,the Owner, Applicant, and his(her/their agent(s) hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject properties for the purpose of reviewing the application submitted. 4.) OTHER PERMIT RESPONSIBILITIES: Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board. It is the applicants responsibility to obtain any additional permits. 5.) OFFICIAL MEETING MINUTES DISCLOSURE: It is the practice of the Community Development Department to have a designated stenographer tape record the proceedings of meetings resulting from application,and minutes transcribed from those tapes constitutes the official record of all proceedings. 6.) AGREEMENT TO PROVIDE DOCUMENTATION REQUIRED: I, the undersigned, have thoroughly read and understand the instructions for submission and agree to the submission requirements, I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true and complete statement/description of the existing conditions and the work proposed, and that all work will be performed in accordance with the approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the f6cilities proposed, I or my agents,will obtain a certificate of occupancy as necessary. I also understand that I/we may be required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy I have read and agre to the ve. 7 _,EDWARD MOORE,MEMBER ED&ED T. 5/14/2015 tur [ fi Print Name [Applicant] Date signed G.THOMAS HUTCHINS,P.E. 5/14/2015 Signature[Agent] Print Name [Agent] Date signed Site Plan Review Revised March 2014 9 Town of Queensbury Planning Office-742 Bay Road•Queensbury,NY 12804.518-761-8220 DAVE KENNY,MEMBER 1468 ST RTE,LLC 5/14/2015 STORMWATER MANAGEMENT REPORT and STORMWATER POLLUTION PREVENTION PLAN NARRATIVE NYS D EC GP-0-15-002 Prepared for: Ed & Ed T. Enterprises, LLC Parking Expansion 1476 State Route 9 Tax Map # 288.12-1-17 Town of Queensbury Warren County, New York Prepared by: Hutchins Engineering 169 Haviland Road Queensbury, NY 12804 May 14, 2015 CERTIFICATION STATEMENT To be signed by contractors performing the site construction. I hereby certify 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 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. 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 ......................................................................... 2 4.0 PROPOSED STORMWATER MANAGEMENT ................................................... 3 5.0 NYSDEC REQUIREMENTS ........................................................................... 4 5.1 Water Quality Volume .......................................................................... 4 5.2 Runoff Reduction Volume ..................................................................... 4 5.3 Site Planning for Green Infrastructure Practices ......................................... 4 5.4 Green Infrastructure Techniques for RRv ................................................. 5 5.5 Runoff Reduction Volume Practices for Project ............................................... 6 5.6 Channel Protection Volume ........................................................................ 6 5.7 Overbank Flood Control ............................................................................. 6 5.8 Extreme Storm Control .............................................................................. 6 5.9 Deviations from NYSDEC Standards ............................................................ . 7 6.0 TOWN OF QUEENSBURY REQUIREMENTS ......................................................... 7 7.0 ENDANGERED SPECIES ................................................................................-- 7 8.0 ARCHAEOLOGICAL RESOURCES & HISTORIC PLACES ......................................... 7 9.0 CONSTRUCTION PHASE EROSION PRACTICES ................................................... 7 10.0 TEMPORARY EROSION & SEDIMENT CONTROL MEASURES ................................. 8 11.0 CONTROL OF LITTER, CONSTRUCTION DEBRIS & CONSTRUCTION CHEMICALS 8 12.0 SEQUENCE OF CONSTRUCTION ........................................................................ 9 13.0 MAINTENANCE OF TEMPORARY EROSION & SEDIMENT CONTROL DEVICES 9 14.0 OPERATION & MAINTENANCE PLAN ................................................................... 9 15.0 PERMANENT EROSION CONTROL ...................................................................... 10 1.0 PROJECT DESCRIPTION The project consists of a 71-space parking expansion over the vacant rear portion of a 4.5-ac parcel, which presently contains the Log Jam Outlets and associated parking. Also associated with the project is the construction landscaping and stormwater management facilities. Project disturbance for totals 1.3-acres. The project site is located at 1476 State Route 9 in the Town of Queensbury, Warren County, New York. 2.0 EXISTING SITE CONDITIONS Presently, the project site is 64.7% impervious, consisting of a large retail building containing nine stores and 139 parking spaces. An access road for the easterly adjoining parcel is located over the easterly portion of the site and will remain undisturbed. Runoff from the northerly '/z of the site is captured in a series of catch basins and daylighted over the easterly portion of the site. Similarly, runoff from the southerly '/2 of the site is captured in a series of catch basins and daylighted over the easterly portion of the site. Ultimately, the runoff flows towards the Warren County bike path to a stream which is contributory to Glen Lake. Site soils over the site are mapped as Oakville Loamy Fine Sand, HSG-A. A copy of the USDA soils map is included in the appendix of this report. Site slopes over the majority of the site already developed range from 1-2%, and the slopes over the proposed parking area range from 15-50%. Existing Conditions Summary Total Project Site Area: 4.48 Acres Buildings Coverage: 46,165 SF Drives & Parking: 80,100 SF Total Impervious: 126,265 SF Drainage design points The site is broken into one drainage design points- 1 L — Runoff to Culvert under easterly access road Design Storm Events 1-year 24-hr Type-II distribution 2.1" 10-year 24-hr Type-II distribution 3.6" 50-year 24-hr Type-II distribution 4.8" 100-year 24-hr Type-ll distribution 6.0" Existing Conditions Calculated Stormwater Runoff from the Site— 1 L 1-year design storm (2.1") 2.07 CFS 0.130 acre-feet 10-year design storm (3.6") 5.95 CFS 0.356 acre-feet 50-year design storm (4.8") 9.42 CFS 0.565 acre-feet 100-year design storm (6.0") 13.00 CFS 0.786 acre-feet 3.0 PROPOSED DEVELOPMENT Proposed Conditions Summary Total Project Site Area: 4.48 Acres Buildings Coverage: 46,165 SF Drives & Parking Areas: 102,410 SF Total Impervious: 148,575 SF Project Disturbance: 1.4 Acres 4.0 PROPOSED STORMWATER MANAGEMENT As the project consists of the construction of a new town road to access the seven new building lots and soils disturbances exceed 1-acre, NYSDEC SPDES requirements for stormwater discharges from construction activities in accordance with GP-0-15-002 must be applied to the project. Specifically, a Stormwater Pollution Prevention Plan including post-construction stormwater management practices must be developed and implemented. Stormwater management practices for the new parking area are applied in the form of deep sump catch basins with drywells subsurfacely located within the parking area. The catch basins will capture the runoff and serve as pretreatment and accessible maintenance practices for accumulated sediment, thus helping to protect the drywells from sedimentation. The series of catch basins over the southerly '/z of the site will be connected to the series of drywells, which will allow infiltration of a portion of the runoff which presently flows offsite. Runoff calculations have been prepared utilizing SCS TR-20 methodology and HydroCAD analysis software for the 1-year, 10-year, 50-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 2.1" 10-year 24-hr Type-ll distribution 3.6" 50-year 24-hr Type-II distribution 4.8" 100-year 24-hr Type-ll distribution 6.0" 2 Developed Conditions Calculated Stormwater Runoff from the Site-1 L 1-year design storm (2.1") 0.0 CFS 0.000 acre-feet 10-year design storm (3.6") 0.15 CFS 0.019 acre-feet 50-year design storm (4.8") 0.85 CFS 0.051 acre-feet 100-year design storm (6.0") 4.49 CFS 0.135 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 downgradient portion of the site in which the impervious cover will not change is not considered in the calculations. The water quality volumes for the respective subcatchments and how these are managed is summarized as follows: Subcatchment Required Provided Location 1S - Parking Area & 6330 CF 6330 CF+ Infiltrated Drywells Southerly 1/2 of Site Total WQv required: 6330 CF Total WQv provided: 6330 CF+ 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 (1.55 ac/12) Minimum RRv required: 3530 CF 5.3 Site Planning for Green Infrastructure Practices 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: 3 1, Preservation of Undisturbed Areas The portion of the site east of the access road to the easterly parcel will remain as native forest; this area to be preserved totals approximately 1/3-acre. 2. Preservation of Buffers There are no on-site waterbodies or wetlands of which to create buffers along. 3. Reduction of Clearing and Grading The use of the parcel is commercial intensive, with the need for additional parking; the proposed parking will be situated over an area which has been partially previously disturbed and filled. Due to the grade change over this portion of the site, substantial fill will be required to establish the required grades and fill slope. The parking geometry is designed to minimize the parking lot area while meeting the parking needs of the retail stores. 4. Locating Development in Less Sensitive Areas There are no environmentally sensitive areas such as waterbodies or wetlands upon the project site. 5. Open S ace Design Open space design is generally associated with residential subdivisions of land, not with commercial intensive uses. 6. Soil Restoration The majority of the disturbed areas will become impervious areas and the fill slope will receive topsoil and vegetation cover, consistent with soil restoration of HSG-A soils. 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, a portion of the parcel east of the access road will be preserved as native forest. 2, Sheet Flow to Riparian Buffers or Filter Strips There are no waterbodies or wetlands upon the project site to which buffers or filters can be constructed to receive runoff. 3. Vegetated Swale Runoff from the roadway is proposed to be contained by concrete curbs and captured in catch basins and then infiltrated in drywells. Due to site constraints and slopes, there is not space for the construction of vegetated swales. 4. Tree Planting /Tree Pit Runoff reduction is achieved through infiltration and the site plantings would have minimal effect upon RRv, therefore this practice is not considered in the calculations. 5. Disconnection of Rooftop Runoff The existing roof areas are disconnected, where the runoff flows across asphalt pavement surfaces, where it is collected in catch basins. Runoff from the southerly portion of the 4 roofs will be conveyed to the new series of drywells, where it will be infiltrated during small storm events. 6. Stream Daylighting There are no proposed stream or water body crossings or obstructions on the project site, 7. Rain Gardens Rain gardens are generally associated with residential uses. & Green Roofs There are no changes proposed to the existing buildings.. 9. Stormwater Planters There are no changes proposed to the existing buildings, however runoff from the southerly portion of the roofs will be conveyed to the new series of drywells. 10. Rain Barrels and Cisterns There are no changes proposed to the existing buildings, however runoff from the southerly portion of the roofs will be conveyed to the new series of drywells. 11. Porous Pavement Permeable asphalt pavement may be feasible for the project, however the required stormwater management is achieved by the series of drywells. 5.5 Runoff Reduction Volume Totals Total WQv Required: 6330 CF Minimum RRv Required: 3530 CF RRv Practices Infiltration: (1.57-ac contributory, 1.53-ac impervious) Total RRv Provided: 6330 CF+ (100°/x+ of WQv) Runoff Reduction is realized through infiltration in the drywells. They drywells are sized to infiltrate nearly the entire 50-year design storm runoff from the new parking area without outletting. As the SMPs infiltrate the runoff from these design storms which are significantly larger than the Water Quality Volume, the Runoff Reduction design goals are met. 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 with the RRv design goals, the SMPs infiltrate the runoff from the new parking area for the larger design storms which are significantly larger than the Channel Protection Volume, the Channel Protection Volume design goals are met. 5 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: 5.95 CFS Developed 10-year peak storm discharge: 0.15 CFS The 10-year storm calculations show that the overbank flood control requirement is met. 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: 13.00 CFS Developed 100-year peak storm discharge: 4.49 CFS The 100-year storm calculations show that the overbank flood control requirement is met. 5.9 Deviations from NYSDEC Standards The following is a list of deviations from NYSDEC design manual standards: • A minimum pretreatment of 100% of WQv is to be provided prior to entry to an infiltration facility. • The use of drywells should include rooftop runoff only. Due to site slopes and constraints, it is necessary to install the required SMPs within the proposed parking area. It is proposed to utilize deep sump catch basins installed along the curbing which will be piped into drywells. As the Town of Queensbury is an MS4, a 60-day review by NYSDEC for deviations from their standards is no longer applicable, therefore these deviations must be approved by the town. 6.0 TOWN OF QUEENSBURY REQUIREMENTS The Town of Queensbury requires that for commercial projects, the 50-year design storm event be evaluated. Existing 50-year peak storm volume: 0.565 AF Developed 50-year peak storm volume: 0.051 AF Existing 50-year peak storm discharge: 9.42 CFS Developed 50-year peak storm discharge: 0.85 CFS The 50-year storm calculations show that the Town's requirements are met. 6 7.0 ENDANGERED SPECIES In accordance with Part I.F.4 of GP-015-0-002, discharges from construction activities that adversely affect a listed or proposed to be listed endangered or threatened species are ineligible for coverage under the general permit. An inquiry is being made to NYSDEC; when a determination is received, the letter will be added to the appendix of this report. 8.0 ARCHAEOLOGICAL RESOURCES & HISTORIC PLACES In accordance with Part I.F.8 of GP-015-0-002, discharges from construction activities that have the potential to affect historic property are ineligible for coverage under the general permit. An inquiry is being made to NYSOPRHP; when a determination is received, the letter will be added to the appendix of this 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: 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. 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. Concurrently, the stabilized construction entrance is to be installed. 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. Upon installation of sediment basins, the portions of the roadway within the approved clearing limits can be cleared, stumped and grubbed to allow for the roadway construction and utility installations. Topsoil is to be stripped and stockpiled for reuse over the regraded areas. Temporary vegetation is to be installed over the regraded areas which will not become road or driveway areas. 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. s 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 parcel owner is to provide the maintenance needed in order to ensure continuous and effective operation of the stormwater control practices. Maintenance includes sediment removal in the catch basins and drywells and shall be accomplished by vacuuming. Sediment removal should be performed annually or semi-annually. Mowing and trimming of the vegetated fill slope should be performed as needed throughout the spring, summer and fall, typically semi-weekly. Any eroded areas shall be immediately repaired, retopsoiled, revegetated and covered with erosion control blankets. 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 seven days. Seeded areas on slopes over 1:3 shall be stabilized with erosion control blankets as specified on the plans. 9 ATTACHMENTS • WQv Calculations • Draft NYSDEC Notice of Intent • Draft MS4 SWPPP Acceptance Form • Subcatchment Map— Existing Model HydroCAD — Existing • Subcatchment Map— Proposed Model HydroCAD — Proposed HYDROCAD Existing & Proposed Conditions: Type-II 24 hr Rainfall = 2.1" (1-year), 3.6" (10-year), 4.4" (25- year), 6.0" (100-year) Water Quality Volume - Individual Subcatchments WQv= 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) SUBCATCHMENTS 1S-3S In uts P= 1.2 1 = 97.3 A= 1.57 Calculated 68,370 SF TOTAL calc Rv= 0.93 Rv minimum =0.2 app Rv= 0.93 WQv= 0.145 Acre-feet WQv= 6,329 CF minimum a N J 0 ro C G ..i 0 m N A� 1 1 C O O 0-0 Iz Ol n O O S+ W U H. 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