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Site Plan Application
JARRET r Engineers, PLLC Civil&Environmental Engineering February 16, 2016 Chris Hunsinger, Chairman, Queensbury Planning Board, and Planning Board Members 742 Bay Road Queensbury,NY 12804 Re: Site Plan Review & Special Use Permit "Apex Solar Power" 64 Main Street, Queensbury NY JE 15-038 Dear Chairman Hunsinger and Board Members, Attached is an application for "Site Plan Review" along with documentation supporting a "Special Use Permit" for the `Apex Solar Power' site on Main Street. Apex has undertaken extensive re-designs of the building and site to support their expanding business, and in doing so, they are bringing the pre-existing non-conforming site much closer to the objectives sought by the Main Street Design Standards. The facade of the building is seeing a face lift that will be a vast aesthetic improvement over the old building that had loading docks facing Main Street. Coupled with those improvements, a major portion of the front of the site is to be converted to landscaped green space, supporting the pedestrian friendly corridor sought under the Main Street standards. Lastly, parking on both the east and west sides of the site are being upgraded to be more efficient and include stormwater management and landscaping. Although the site is many years old and pre-dates Town zoning, the improvements described in this package go a long way toward compliance with current zoning. Moving parking to the rear of the building is not possible based on the size of the site and on how the building is situated, however, an inviting and accessible front entrance, with glazing, is being added, supported by parking areas that are screened from Main and Second streets. Specifically, the new site design calls for a reduction in the width of the westernmost Main Street driveway entrance, and this entrance will be one-way, in, only; all traffic will exit on Second Street. Landscaping on the front of the site, and around the perimeter of the side parking areas will buffer the parking. LED `Dark Sky' compliant lighting, 2 LED wall packs on the building wall, will be added to that portion of the site to supplement the lighting along Main Street and Second Street. The Second Street ROW which now is an open driveway will be largely closed off and planted in grass. Drainage on Second Street, which has been problematic, will be greatly improved with the addition of stormwater management designed to mimic the original, `virgin site' conditions. Stormwater management takes the form of landscaped swales that provide additional green space, dress up the site, and dispose of driveway and building runoff Existing drainage patterns have been maintained, thus we request a waiver from the requirement to provide a topographic survey of the property. The improvements approved last fall for the east side of the site, including parking with lighting and landscaping, are largely in place, with final paving due this spring. A new feature proposed by Apex, and shown in concept on these plans, is the addition of freestanding solar collector panels above the parking lot median strip. This array will help power the Apex building. 12 East Washington Street 518-792-2907 Glens Falls,NY 12801 Queensbury Planning Board February 16, 2016 Re: "Apex Solar Power", Site Plan Review& Special Use Permit Overall, we believe that the proposal represents a vast improvement over the existing building and site, and we look forward to discussing this project with the board. If there any questions, please call our office at 792-2907, or email me at tjatrett@jarrettengineers.co . Sincerely, JARRETT rs, PLLC 2016.02.16 ✓' 12:52:06 -05'00' H. Thomas Jarrett, P.E. Principal Encl: Site plan Application NYSDEC SWPPP eCopies w/encl: Stan Dobert Andy Allison Matt Fuller Page 2 of 2 ........... SitE.1 Plan Review Application Fleview Process: Applicant and/or agent shall meet with Zoning Administrator to determine type of review needed Pro-submission meeting with staff is required to determine general completeness of application materials (to be held no later than 1 week prior to deadline submittal -- Call (618) 761-8220 for an appointment). Application submittal: one (1) original application package, one (1) deed and 14 copies of the application package with the application fee* Determination of application completeness and placement on an agenda Planning Board meetings are generally the third & fourth Tuesday's of each month. YOU will be advised in writing as to which meeting to attend. Following the meeting YOU will be provided with a copy of the resolution stating the Board's decision on Your application. If your application was approved, the next likely step is a Building Permit. If your application was denied your project cannot proceed as submitted. *Fee: $100.00 (0 to 10,000 sf); $250.00 (10,001 to 30,000 sf); $500.00 (30,001 to 100,000 sf); $1,000.00 (100,000-1-sf) Zpn1n.9 Staff& Contact Inn ormationi: Craig Brown, Director of Planning, Zoning & Code Compliance craigb.@queensbury.net Laura Moore, Land Use Planner lmooLe�R_queensbury.net Pam Whiting, Office Specialist (518761-8220) pAinw_e_qpeensWry_nqLt Site Plan Review Revised March 2014 Town of Queensbury Planning Office-742 Day Road-Queensbury, NY 12804.518-761-8220 Gemeral Information 'fax Parcel ID: 309.10-1-10 Zoning District: Main Street (MS) ------------------ Lot size: 1-272 Ac (West Side) & 0.496 Ac (East Side) G,urre,nt Use: Ilpox Solar Power currently occupies the site on Main Street that was last used for Double I\ i� =1 dd�F__GfTrc�i_-,=T =-3Kq'VTM—nia-rrf-ia1s storage, and ............... Proposed Use: Apex will continue to utilize the site and building, with upgrades proposed herein. The dp`Tf-A-dT9--TEcI-9de--UU! ling-17nfe r i 6.f_T- along with new n -11, si e.o t a site. Project Locations 6.4_M.ain- Street, Q,by -.-NY .............................. ............. Applicant Name Address: 64 Maln Street Marvin Dobert Queonsbury, NY 12804 Home Phone Cell: (970)531-7855 Work_Phone.___ Fax ........... ------- E-Mail: stan@apexsolarpower.com Agent's Name- Jarrett Engineers, PLLC Address: 12 E. Washington St Glens Falls, NY 12801 Home Phone Cell: Work Phone (518)792-2907 Fax ................___............. ......... ------- E-mail tjarrett@jarrettengineers.coni ----------- Address 1180 Abbeville Court Benjamin Aronson Marco IsLand, 1,'1, 34145-5492 ...................... ........ ................... ........ Home Phone, Cell (239)642-0567 Work Phone Fax E-Mail BenjAron@aol.com ------..... .................. ...................... Site Plan Review Revised March 2014 2 Town of Queensbury Planning Office-742 Bay Road- Queensbury,NY 121304 518-761-8220 Site Develor LoerLt..Qata ............. ........1--.,- .-.,_....-,-.-�-.-I.-I............ ------- Area Type Existing sq.ft. Proposed 'Total sq� ft. .......... ------- ---------- Addltion-sj. ft. ---- & Building footprint 15,721 0 15,721 -5 ................................ .................... Detach(,-,,d Garage 0 0 0 r-y--S—t r-u c-t-u re-- ._.v....___.._...._........._......... 120 0 120 gravel or other hard surfaced area ___..._.-43,066 -3,1 /2 39,894 ............ 221 0 221 -T- -. Other(i.e. boathOUS0, "Undeck, etc.) 0 0 0 -- - - ............ ...... ---------------- E 'Fatal T on-Permeable, [Add A-F] 59,128 -3,172 55,956 VV,022 77,022 77,022 1. Percentage of Impermeable Area of Site [I=G/H] 76.7% -4.10 /2.6% Setback ReqqLirp_qjpjjLq Area ReqUired Existing Proposed Front[-1] 40'-100' (measured from 52.5' Existing Bldg.; No Change (Main Street) C.L. of street) 40' Future Bldg. 0 -100' (measured from 50'+ (Measured from 2nd (Second Street) C.L. of street) Street R.O.W.) No Change ----------------- ............... Shoreline 50, N/A N/A .......... -------------- ............ Side Yard [1) 0, 122'+ Existing Bldg.; No Change 4'+ Future Bldg. Side Yard [21 0, N/A ---------- N/A Rear Yard [1] 10, 21 1 [-:x is L Lnq B Ldq. No Change 196'+ Future Bldg. Rear Yard [2]- 10 N/A N/A Travel Corridor N/A N/A N/A .............. ..............._.._w....._ Height[max] 40' No Change Max. 40' (Future Bldg.)'— ----------- ........ Permeability 100 (> IAc) 23.0% 2/.8% No. of parking spaces 82 N/A 96 Min. % Landscaped 51' N/A 12.00 Site Plan Review Revised March 2014 Town of Queensbury Planning Office.742 Bay Road-Queensbury,NY 12804.618-761-8220 3 1. Will the proposal require @ Septic Variance from the Town Board of Health? No' 2^ If the pGnC8l has p[eViOUS GpprOV8|S, |iS1 application DU0b8r(8): oitc aau *4-201..5 o onccia/ Us Permit *4-2015 3. DO8G1hiG project ngqUiR9 COV8r@g8 Under the NYS DEC St0r0w818r PUUUtiOD PFeV8DtiOD F`R)gGlO0? r*o. 4. Estimated project duration: S18d Date Spring zozs End Date Spring 201/ 5. Estimated total cost nfp ^eCt: m/» 0. Total area Ofland disturbance for project: '**u" («»'zz» SL) Floor Area Ratio Worksheet FLOOR AREA RATIO (FAR) -- The relationship ofbuilding size to lot size, d��k�|U bydividing the LOtB| building floor area bythe lot size iDsquare feet, yieNiDg8percentage. ^' ~~ Zoning District Symbol Floor Area Ratio [FAR] IVIS 0.3 A, The combined area ofall square footage, as measure from exterior walls of all atruoturaa on the propmrty, including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height 'ond covered porchas. Building square footage does not include: (}pen deck' clocks and that portion of covered docks extending over water and one storage shed of one hundred twenty (120) square feet or |eaa. Any additional sheds will be included, (See"FL[)DRAREA HAT|(}"). B. Commercial or industrial: the total area in square feet ae measured from the exterior ofthe outside walls nfabuilding or structure, and when applicable, the sum total of all floor areas of the principal and accessory buildings or structures on the project site. caIcuza��ou uo� cesu�ceu nec �aum mooce/ czooc acea m ,jo cesu�cemeu� z0movo(I from main otzoot Zoninn duzinn zc,cC,nt undatc, to town codc, A. Parcel Area sq. ft. B. E I EC loor Area sq. ft [see above definition] C. Proposed Additional Floor Area D. P Total Floor AreaE. Total Allowable Floor Area (Area x [see above table] lf D is larger than E a variance or revisions to your plan 00ay be needed~ Please consult W/Staff. Site Plan Review Revised March 2814 Town ofQueenshuryPlanning 0�ce-742Bay Road-Queensbury, NY 128O4 -b18-7O1-8220 4 179-9-080 RMfirpme its for Site Mat) A vaL The Planning Board shall not approve a Site I.-Ilan unless it first determines that such site plan meets the following StandarcJ,,--,,. Please prepare responses to each of the following topics, STANDARDS ........... ------ ............. A. The proposed project furlinefs or is consistent with the policies of the;Town's Comprehensive Plan. ........... .......---1 ........................................ ............ B. The proposed project complies with all other requirements of this Chapter,including the site plan review standards asset forth in Paragraph F of this section,the dimensional,bulk,and density regulations of the zoning district in which it is proposed to be located(Article 3 and Table 1), the applicable requirements of all other Articles that apply. C. The site plan encourages pedestrian activity internally and,if practicable,to and from the site with pedestrian paths or sidewalks connected to adjacent areas. D. The site plan must conform to Chapter 136 Sewage and Sewage Disposal, Chapter 147 Stormwater Management Local Law, and other applicable local laws. _._..____........._._.._W_ E the proposed use shall be in harmony with the general purpose or intent of this Chapter,specifically taking into account the location,character and size of the proposed use and the description arid 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 sorvices.and facilities which will follow the approval of the proposed use. F. The establishment,maintenance and operation of the proposed use will not create public hazards frorn traffic,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. Off-street parking and loading—fac-111—fies will be appropriately-located—and—arranged and sufficient to meet traffic 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 tinder 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- hi. 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 Linder§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 pedestrian traffic access and circulation,walkway structures,control of intersections with vehicular traffic and overall pedestrian convenience shall be safe and adequate for pedestrian movement. Pedestrian connections between adjacent sites shall be provided to encourage pedestrian use. .......... J. Stormwater drainage facilities will prevent an increase of post development drainage flows as compared to pre-development 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. water-supply-"and,-sewage—disposal facilities w,ill be adequate and will meet all applicable and current requirements set forth by Department of Health regulations and Chapter 136 of the Town Code. L. The adequacy, type and arrangement of trees,shrubs and other suitable plantings, landscaping and screening shall effectively provide a visual and/or noise buffer between the applicants and adjoining lands, including the maximum retention of existing vegetation and rnaintenance,including replacement of dead or deceased plants. M. Fire lanes,emergency zones,and fire hydrants will be adequate and meet the needs and requirements of emergency service providers. N. The design of structures, roadways arid landscaping In areas susceptible to pending, flooding and/or erosion will minimize or-avoid such impacts to the maximum extent practicable. 0. The site plan conforms to the design standards,landscaping standards and performance standards of this chapter. ........... Site ite Plan Review Revised March 20,14 'town of Queensbury Planning Office-742 Bay Road-Queenslaury, NY 12804,�518-761-8220 § 179-9-050 App _&q -or Site Pian 1.7eviow Absent any waiver or waivers, art application for Site Plan Review shall ilICILide the following: REQUIREMENTS rawn at the scale that 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 cover easements within 600 feet of file property. Such a sketch may be superimposed on a United States Geological Survey map of the a scale of forty feet to the inch(V=40 feet)or Such other scale as the Planning Board may deem appropriate,on standard 24'x a6'sheets,Will continuation on 8Y-"x 11"sheets as necessary forwritten information. The information All listed below shall be shown on the site plan and continuation sheets. C Name of the project,houndarips,date,north arrow,and scale of tile plan. Cover Name and address of the owner of record,developer,and seal of the engineer,architect,or landscape architect. If the applicant is not Cover the record owner,a letter of authorization shall be required from the owner The location and use of all existing and proposed structures within the property,including all dimensions of height and floor eirea,all C1 exterior entrances,and all anticipated future additions and alterations. 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,arid screening details for all waste disposal containers C1 shall also be shown, G The location,height,intensity,and bulb typo.(sodiurn,incandescent,etc.)of all external fighting fixtures. The direction of Illumination C'3 and methods to eliminate glare onto adjoining properties must also be shown in compliance with§179-6-020. height,size,materials,and design of all proposed signs. C1 The location of all present and proposed utility systems including: 1. Sewage or septic system; P. Water supply system; C1 3. Telephone,cable,and electrical systems; arid 4. Stom)drainage system including existing and proposed drain lines, Culverts,catch basins,headwaft, endwalls,hydrants, manholes,and drainage swales. J Plans to prevent the pollution of surface or groundwater, erosion of soil both during and after construction, excessive runoff, and 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 I-acre or more. A SWPPP shall comply with Ille requirements of the DEC SPDES MS-4 General Permit and Chapter 147 of the Town of Queensbury Code. It shall be at the EC1 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 [arid disturbance of less than 1-acre. Existing and proposed topography at two-foot Contour intervals,or such other contour interval as the Planning Board shall allow. All elevations shall refer to the nearest United States Coastal arid 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 50 feet of the proposed site where soil removal or filling Is required,showing file approximate volume in cubic yards. A landscape plan showing all existing natural land features that may influence file design of the proposed 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 C2 features including sizes and types of plants. Water Source,,,include ponds, lakes,wetlands and watercourses,aquifers,floodplains, and drainage retention areas. Land Use District boundaries within 500 feet of file site's perimeter shall be drawn arid identified or) the site plan, as well as any N/A Overlay Districts that apply to the property. Site Plan Review Revised March 204 � Town nfQueensbury Planning Office-742Bay Road'Queensbury, NY 12804'518-701-8220 ..._..____.._..__...,.............._._._._.-___w..._______.. .__.__,____.__.....__._....____-__....,..,_,_.____..____...___.__..__._-_._..___,._._._.__................__ _.___..__._..._.._-....._._ REQUlnErfENTS CONTINUED Sheet It Traffic flow patterns within tlrr site,entrances arFm...a........_..._. _..._._.._.__..__.__..,_._--_._......._._._._.._._...._-.......____._.____.___._______._.___.._._..---.............._......_._.__._.____.---..._.____._._._. p' and exits,and loading and 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 hotu- traffic levels; 2. The projected traffic flow pattern Including vehicUlar maverncarrts at all major intersections likely to be affected try the el proposed use of the site; 3. The impact of this traffic on levels of service on abutting public streets and at affected intersections. heisting and proposed weekly and annual peak hour traffic levels and road capacity levels shall also be given. ___........ formation shall be included:-- For new construction or alterations to any structure,a table containing the following in _........._.._._..__..............___.____._..__w._µ...__._._._..__.__.__..__.___._.__._.___._._.._.___.._._____.._. . . 1. Estimated area of structure to be used for particular purposes such as retail operation,office,storage,etc.; N/A 2. Estimated maximurn number of employees; 3. Maximum seating capacity,where applicable;and 4. Number of parking spaces existing and required for the intended use. P 1. Floor flans. 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 N/A alterations to or expansions of existing facades,showing design features aril indicating the type and color of materials to be used. Soil logs,water supply well and percolation test results,and storm runoff calculations,as needed to determine and mitigate project C1 impacts. p Plans for disposal of construction and demolition waste, . either on-site or at an approved disposal facility. ^..... — n.......___._,... ___.__..._._..— f� N/A S Plans for snow removal,including location(s)of on-site snow storage. N/A T An Environmental Assessment form("EAF"'),as required by the SEORA regulations,with Part 1 completed 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 ATTACHE conjunction with a special use permit application,a duplicate EAF is not required for the site plan application.. l3 If an application is for a parcel or parcels an which more than 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 N/A an application (and for SEQRA compliance) all proposed uses on a single parcel or an contiguous parcels shall be considered together. A brief narrative statement on how the project proposed for review furthers oris consistent with the vision,goals and policies in the ATTACHE Town's Comprehensive Plan. Site Flan Review Revised March 2014 7 "fown of Queensbury Planning Office-742 Bay Road • Queensbury, NY 12804•518-761-8220 Pre-Submission Conference Fon I, Tax Whip/D zus1 1.0-1-m ma�u Street (mo) 2. Zoning �iaaa�ico1ioa 3, Table,ofAllowed Da� |esmbjectto Site' i6hReview 'K Omd[nuuoeSection# 5Pre-Submiss|onMeeting Notes; Be Addressed Iur|ude: Dee'd oe No General Information complete Yee No Site Dave|opmnntData Comp|eia Yaa No Setback RequiromenteComplete Yea Additional Project|nfnrmaiionComp|ete ___Nm ~ Yeo No FAR Worksheet complete -�7�YoS No Standards addressed Yao ~~ * Chnok||atiLemnaddneoaodYea w~Nu __ Environmental Form completed Yea ~ o Signature Page completed Yan ICL CA c t ° Notice of Terrn in Staff Representative: Applicant/Agent: Date: «- Site Plan Review Revised March 2O14 Signature P80e This page includes the 1Authorization Agent Form: 2.) Engineering Fee Disclosure; 3jAuthorization for Site Visits; 4.) Other Permit Responsibilities; 8.) O0do| Meeting 0isn|oouna and 6.) Agreement to provide documentation required. NER's AGENT FORM: Completo the following if the OWNER of the propeity is not the sarne as the applicant Owner: Ben Aronson As agent regarding: X Variance X Site Plan----Subdivision For Tax Map No.: 3b-9--fC6ectJon Block 10 Lot Deed Reference: Book Page Date Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by anothei,party: As agent regarding: X riance X Site Plan Subdivision For Tax Map No.: 30 .1 n Block Lot Deed Reference: Page Date APPLICANT SIGNATURE: DATE: 2.) ENGINEERING FEE DISCLOSURE: Appll i ns may be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Zo g or Planning Department. Fees for engineering review services will be charged directly to the applicant. Fees for engineering r lew will not exceed$1,000 without notification to the applicant. 3.) and submitting the application mahhe|o mUouhad herein,the Dwnor. App|ioent, and his/he//their hereby authorize the Zoning Umu/d or Planning Board and Town Staff to enter the subject properties for the purpose ofreviewing the application submitted. 4.> Other permits may be requiredfor construction oralteration activity subsequent toapproval bythe Zoning Board nrPlanning Board. |t|othe applicant's responsibility hoobtain any additional permits. 5} It Is the practiceo/the Community Development Department(uhave adesignated stenographer tape record the proceedingsnfmestinBueeu|hnghomupy||rahon'andminuten\raoacr|bndhvmthonobpeo^m`dkoteu the offido|record ofall proceedings. 6.) A9 LR� J0 PROVIDE DOCUMLINTATION at- iL�P: 1, 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 perinit. 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 11we may be required to provide an as-bUllt Survey by alicensedland irveyor of all newly constructed facilities prior to issuance of a certificate of occupancy i ire [Ap Print Name [Applicant) a e signed H. Thomas Jarrett, P.E. 11 U Print Name [Agent] Date signed Area Variance Revised March 2V14 7 Town ofQuoeoobury^Zoning 0ffims^742Say Road~Queensbury,NY12804^518'761-823V Apex Solar Power Site Plan February 16, 2016 Re: Site Plan Review Questions § 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: Standards for Site Plan Review & Special Use Permit Review: A. The proposed project furthers or is consistent with the policies of the Town's Comprehensive Plan. This site pre-dates the Main Street zoning and design standards, and as such, the building was originally constructed toward the rear of the site. To support the building and Apex's business, existing parking on the east and west sides of the building are proposed to be maintained. Despite the original layout, Apex's current proposals for building and site upgrades are in keeping with the intent of the comprehensive plan and the new design (zoning) standards. The building is being made more efficient and more aesthetically supportive of Main Street, while more efficient parking and additional green space are being added to the site. Planning for a potential future building on the east side of the site in 2012 includes a footprint at the "build to"line. B. The proposed project complies with all other requirements of this Chapter, including the site plan review standards as set forth in Paragraph F of this section, the dimensional, bulk, and density regulations of the zoning district in which it is proposed to be located (Article 3 and Table 1), the applicable requirements of all other Articles that apply. All zoning requirements, as well as all significant design standards, are being met. C. The site plan encourages pedestrian activity internally and, if practicable, to and from the site with pedestrian paths or sidewalks connected to adjacent areas. Sidewalks were constructed along Main Street during the recent corridor upgrade, and the new Apex parking alignment along Second Street will once again provide a road shoulder for pedestrians. While (internal) sidewalks are not practical or necessary for much of this site, building entrance ways will be provided with new sidewalks. D. The site plan must conform to Chapter 136 Sewer and Sewage Disposal, Chapter 147 Stormwater Management Local Law, and other applicable local laws. The referenced design standards are being met. The site has recently been connected to the Queensbury Sanitary Sewer System. Stormwater management was provided for impervious areas on the east side of the site Page 1 of 4 Apex Solar Power Site Plan February 16, 2016 Re: Site Plan Review Questions during the improvements originally approved in 2012 (and re-approved in 2015), and this application includes stormwater management for the west side of the site. While technically the stormwater management design could have been limited in scope due to the age of the site development, the design proposed assumes that the "pre-development" condition was virgin woodland. The net result is that there is no calculated runoff during a 50 year storm event. This should improve drainage conditions along Second Street, where drainage complaints have been voiced. E. The proposed use shall be in harmony with the general purpose or intent of this Chapter, specifically taking into account the location, character 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. The Main Street corridor has been promoted as a commercial corridor built with an urban feel and pedestrianibicycle friendly access. The Apex proposal supports that effort. Apex's significant business growth should greatly aid in development of the Main Street corridor, and while that growth requires public services, the current building and site design proposals mindfully mitigate impacts to the public services infrastructure. F. The establishment, maintenance and operation of the proposed use will not create public hazards from traffic, 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. Current site use has outgrown the current site configuration, and the new site layout should facilitate efficient traffic patterns as well as safe ingress and egress. G. Off-street parking and loading facilities will be appropriately located and arranged and sufficient to meet traffic 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 area either undeveloped or previously developed without having made provision for future linking, then a future connection must be identified and provided for in the site plan under review for such future linking 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. Page 2 of 4 Apex Solar Power Site Plan February 16, 2016 Re: Site Plan Review Questions Future connections have been set aside if and when practical/necessary. 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 service 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 made 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. The project is not within the Adirondack Park, but the new building facade, and additional green space along the site perimeter, should greatly add to the aesthetic appeal of the site. 1. The provisions for and arrangement of pedestrian traffic access and circulation, walkway structures, control of intersections with vehicular traffic and overall pedestrian convenience shall be safe and adequate for pedestrian movement. Pedestrian connections between adjacent sites shall e provided to encourage pedestrian use. Pedestrian traffic, especially along the perimeter of the property and at building access points, is being improved. J. Stormwater- drainage facilities will prevent an increase of post development drainage flows as compared to pre-development 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. As noted above, stormwater management will be provided for the entire site, designed to Town and NYSDEC standards. These improvements should significantly improve drainage conditions in the neighborhood. K. The water supply and sewage disposal facilities will be adequate and will meet all applicable and current requirements set forth by Department of Health Regulations and Chapter 136 of the Town Code. Proposal: Wastewater disposal and water supply will be provided by connection to municipal systems owned by the Town. Page 3 of 4 Apex Solar Power Site Plan February 16, 2016 Re: Site Plan Review Questions L. The adequacy, type and arrangement of trees, shrubs and other suitable plantings, landscaping and screening shall effectively provide a visual and/or noise buffer between the applicants and adjoining lands, including the maximum retention of existing vegetation and maintenance, including replacement of dead or deceased plants. New landscaping is proposed throughout the site to improve not only aesthetics, but also decrease impacts to neighbors and the traveling public. M. Fire lanes, emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service providers. Proposal: Fire access to the existing building is expected to improve as a result of the construction of the parking lot along the east side of"Apex Solar Power". N. The design of structures, roadways and landscaping in areas susceptible to ponding, flooding and/or erosion will minimize or avoid such impacts to the maximum extent practicable. Designs of the building and site minimize impacts to and from flooding. O. The site plan conforms to the design standards, landscaping standards and performance standards in this chapter. Proposal: We believe that the proposed parking lot meet the intent of the zoning ordinance in general, and the Main Street standards specifically. Page 4 of 4 �k � P APEX SOLAR POWER p Amo ao��o.R.,�oPo���.o�u��a�a� �. s�aa�E.a Pa REI SITE PLAN — WEST �..�. o��ENA MMS.�.°�=.E�o�o.a�=�AE�m� F=a o=�aRP 64 MAIN STREET w��=Eo.,�.oI.�EE; ll / QUEENSBURY, NEWYORK E�A�MNo DUNE�A sEAE E E 1o,IIONFIII oIT8F1I a1 1.1— �5111TES 'NIF 111 so e[ r W.v RauRxE a 1a,—1.TO eEry v wJ.reoure.E ) EeE ION—El so Acn R—wnovwrrs LLI TI LOCATION MAP / /� / /s/ �oucu,uncaouPu uSTsc Fss uP oEsso Fnrvunm ao— N To-HIEN cau ry ar N LOD 1 ii/ / Grp/ INI OF �z/( I,PREP. �1 UTH EPn, IIEI—TEM _ GL N 111 I:�' EN morvtt—N as QUE NINI I MI I. 30510 esaak —EL NO a 5 ITT TINGMAP MAP, LEGEND: 1 Pl.—Eo.MTF N/P.HI N E11F—PROPER„F1111F CENT—IN_ 1,- P�P55 0 5Ep 5�5N_----- PROPaEEo on�Ra.N .E P11PasEI FIN11 F1111x— — �NEIGHBORHOOD PLAN /aRO x L�muE ITs. PEr�5�5N�N5�5ETEIT o�.®1,TIq 'FN T"TOI� REFER TO "CONDITIONS OF APPROVAL" ON SHEET PEI,F'T oN.En,N IT wroO0 "CONDO" FOR SPECIFIC PERMIT REQUIREMENTS D—a RE ENE, 0 F.R NNoJARRETT Engineers, PLLC O` O R O N ` R ` 1 N c a FOR NEIL Civil&Evvironmental Engineering \z FAST viASHiN�TaN STREET PHONE.(5\a)�sz-zeo� FF SEc/oN—EFENCE/a� EEE n ER GLEN,FALL,.N V. Pao»15-o'sE3 FAX.(518)79&1864ITE FE, c N "APPROVED UNDER AUTHORITY OF A RESOLUTIOI I ADOPTED X —X —16 BY THE PLANNIIIG BOARD OF THE TOWN OF QUEENSBURY, IIEW YORb. NOT FOR CONSTRUCT[ON 4TI . NEw CONDITIONS OF APPROVAL CONDS P PARKINGR ERTS APE'I 5,LPOW ]LAR POWER i ,UE aHv JARRETT Engineers,PLLC ©. r F ¢ wiN SIPFEf SME/�1PE `111111 /MP v Jd l,l"1,7,a� .n�a o� o mo re:.. o Yv YMRMCE OOf1L� rwx Si39oE•;Ra[m' x DE vdxc euuo Y do dna Rhry I NIACa�4"" \tF` F— i�.i �+•+'" ;/i� �,� V�JV�I/Ir i ��,� e P.P ,ass „z.� � w.�wo��o�re�o�.a�re�,.P re�o���.� ,�reE� wog. �. �. 7/1 �Px nR Rte•�.� ��� j; eP� ao�x�nEM �� o a ��i"iP.�E, o1-111xR—INI.111 a ,izoxE,o—INS V. (-1) wnw—ND117 smar R.a.v. , . Rr ii Ra �L. �/✓ w— �ou.ox �.E�axsE�oxo�. R�w� Pe /i, oR rorE wr,w�x�wwnoc s� vax°do ar wiw�.., x.,wnc wu uR omo w" // sccoxo sn>�r reruurt scciux m wn.n meR R�—sss� sr�uuo mxsrw i , ocmr,�r.c wcm oA wm a aR EEW TOOT rnox ro ixs MgR or coxsiRucnox, pm> "'0E r rwra ® .p�. N�II4 .ry�'q'4p�"ryp,Iry''r}, CONSTRUCTION �''(pp'''gp qqq �"+y�,f�II V ry�'gp�p.p�'yp IttI4 pp"'gp qqq Rniv.2 RPoOR m s kpi (]SiMES) PARKING -WEST .N O.Y� .Y 0.l'.Y�W C 0.l N S.Y.RUC. I O N CCMIRK 6W44b i� GRAPHIC SCALE NEwr. PARKING PLAN-WEST Cl roe aEui[oovwuum nsp x S PARKING INPROAErdENTs EXNEWER o xaoi, APS]LAR PEER �15P'N9� a�ee env-< xro �sia�v�x�oswxyrtwrt n �It - .�•: "" xo JARRETT Engineers,PLLC h���3 D PLANTING SCHEDULE ®'"10SLP1C10N P1� Kev common R"ES QunnTlTr s¢e � arc.ne RrtIN'i '0I sa TREES r ai..e•inxc H�Ei�;As E� scnsu. 001"ll > s"nsoom ern.oe wnw,000 Rina a^ a"" s hi/�a\ SHRUBS1a=_R,_ OR mRnRRous — s . �uov,sm �Rw Rin c aR.i B TREE PLANTING L / aLE.rv.i.s. z ` 5s` Ep � rr r B—QEF c d s�u�E PEOEn.� �aiii r � A psi"�.n"EEii"EEs ei / spa��w ,w � r � �uRR omwo� w=9t 9 zmaT mai• "�„�„aa PUNT 2Co / A Pi/ wOslm�FIF u o OF H �� e•aRa a•n,R.i�° 11-%1 ZI Po Ez SHRUG PLANTING 30 ' Cz GG.N.i.s. h 0.oNln / vN SOT FOR CONSTRUCTION ION w��RMriiii///ir „i• �THET�if..F. s Hv H-T_P�i�PF�Ei. scxew nR ucu %/ rrr I, a,c i 771 1111 1-\11 L 'El IlL ILAIIIIIIII 1111I xmeE°r�1°m°SFas° cn °p1�(a) �LaNGscaPiNG PLAN 'NEw, s� �. LANDSCAPING PLAN RC2 mem EE "nPnc saw 9\ PARKING IMPROVEMENTS P APEX SOLAR POWER GRAPHIC SCALERjEHtvIYOHY JARR Engineers,PLLC 1 A E___., ., N ' � ui Gni rvc 5nnu BE DawCisf Si Ei➢Eo,nrvo CuiOFF SniE FxiuREs ry LtIMPwrvCE wain MERrui ONA�MRN 5NY A56aC/.i ory(M)SiArvMRoS. IE J � l r,.r� ✓ j� .�, a«�Fro rr y,r L L LIGHTING STATISTICS L1111 L-11111— W \\ x \ a IINI w111 IN a lI � � it E' SITE EGMINANIES s�HeG��e I LIII IT, r 5 11 frIT NIETI ITTa� o� 1��MFu�2u 21—TIT-2.unaE rriii / ` TWP LED ,ns )� � �xwEn u � LED Wall Wm11n1rm oo�k ,� h eye d ; � 1/2 STI11 N � aoo.ory � � /' WALLPACK �,. 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NTN NS. .SOT FOR CONSTRUCTION FIL 1 R7r EEAM�.REsoR RE LOT ON s) REAw oDr RDAo NReF Roo::DR ePERODEo EOD=NT Q FEED RE—TR':HE EDTRnneE.EF a"E°r c°P°u`ERR:cice°�-,I°°oNSTw�,GN ENTRa RE sRA«RE m x R NA.NE COIN— TEo s n ucDNue�eERu wTR s.,smEEs )� TDD E °Mme imiaasre NOTE-) THE a�oE,�REOD�REo To ER�EDT a�oioR "Ewr CIVIL DETAILS �py �\ ERreNNTO n ENTR "�°7F°M'p^DlED 'EFMEDT_LEDROLLED wA Eo aR oEEos TEo arvro EDR�c S, pgRKNG MPRO'/EMENTs' STABILIZED CONSTRUCTION ENTRANCE TONE AND wn RLL I N I ERwED sEo MENT TRAEE NR DEHCE. APEh SJL4R POWER D1 sr,A�N.Ts. -HENEA of nAREEEo vv\v IcyTue uH rveTTV THr RERD REo T OENT RE DONE ED AN ac , CIVIL Engineers,PLLC I IDEA E5 GARO rcnEoucE a Pref-ccrvsrreucricry MEETwc,Preiore TR sravr or rousrreucriou. EncinEER To 0 DLREcnox OF Ftox sTreREwn r, E RTE.LOFOs a uLxu Trosrs nojoA crvmoF usoa-rvrec Il ERoson m SlININT Fll F-To RE NATAFFEN PRioR TO ANI OTHER INNEFFINI rv. 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OTON° °_, TFOO O,a AIRNI A D OP 111111NI Fore E°I°T IND EEMEFT cD TCH �xm °PEaTrvE ccrv°rcT NTT PEre a Ervr TE reE°reT°ry s xox x DE D� BLL � �� � � ��IL AND NTR"T TEA I�N OR TAGa,o�o NF.T T,ME xORMEN ID ENOR,� oRExx� R D E"„x � E�O OR kLc urvr =u°T TIME THE PR�TRBGE0 IMPOR T Is REMEc1HTEE E °,ar° e°rvervr L DRT BMM(I—x UMN ore To RITERM rvE FIIT MANAHIMINT PRAS.1E,s,ARE AIRMITeTO awrvERP RER B. x�a� a E„� NOTES ' " 9u BE an s��� �ro x�xaE oL� OR HPPRo w IIM NAF,OF corvsTRucTory uTTT E�T =x�oxE L==x e ox _ ED BT'".A 111E _�x OO a�T a„� CITE ar N°,oRPR �c oEF MR` __ _ N M..moa H.L " H L ___ _ _- "�° °"El 11 STEM EPErvNEu,ENn.MMER�ATETY.FTE a CIO•"_�a�FORT FEN w DNEE�o�isox a�a" � R�MTpR"Tw ATH.IEo �E.ET° c)APPEv aR OTHER sMOn AF BEDDING DETAIL, c)•ori E HDONT BNORN ON REAM OR EEM-ro HDDHT OF.Tax w TATELISHERENT 'E BE NIr BUE MN&AME xm wRMTEE wR CWNHDS. Rem x xT,wxuuEARTH DIKE +ffoLnoir rs xEEOEo.s•(uLEiv.1 nEcouuaOm sioRT xoa,r� oN ren ESE Pw�s oR ar ZER. BE remorem TO oreicirvHE corvonicry urvFFss omcrewisc oireccTm STH ox XAL ED v BE MSFT FOR TEUTaRun(,w wis um uu) °CF.,In�'i°ail�E sEwuExr oEF-SPIE M,o vM eE rwuwEemr sneLuzEo. IN NSERwnoT s1.'Al F`oaaaEwrwrvErvoEo MNF1'is lGNF APPuanoNE "o Short Environmental Assessment Form Part I -Project Information Instructions for Completin;z 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 Apex Solar Power-Stan Dobert Name of Action or Project: Apex Building&Site Upgrades Project Location(describe,and attach a location map): 64 Main Street,Queensbury, NY Brief Description of Proposed Action: Apex is undertaking extensive re-designs of the building and site to support their expanding business,and in doing so,they are bringing the pre-existing non-conforming site much closer to the objectives sought by the Queensbury Main Street Design Standards. The fagade of the building is seeing a face lift that will be a vast aesthetic improvement over the old building that had loading docks facing Main Street. Coupled with those improvements,a major portion of the front of the site is to be converted to landscaped green space,supporting the pedestrian friendly corridor sought under the Main Street standards. Lastly,parking on both the east and west sides of the site are being upgraded to be more efficient and include stormwater management,lighting,and landscaping. Name of Applicant or Sponsor: Telephone: 970)531-7855 Marvin Dobert E-Mail: stan@apexsolarpower.com Address: 64 Main Street City/PO: State: Zip Code: Queensbury NY 12804 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 ❑ 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 other 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? 1.77 acres b.Total acreage to be physically disturbed? 1.23 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.77 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ©Urban ❑Rural(non-agriculture) ❑Industrial [7]Commercial 0 Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic El Other(specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑ ❑ b. Consistent with the adopted comprehensive plan? ❑ ✓❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ✓❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ✓❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES 0 F-1- 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: F-1 P9 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ✓❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ✓❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of 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 0 Urban ❑Suburban 15.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.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, 21 Ela.Will storm water discharges flow to adjacent properties? Q NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO AYES Main Street and Second Street have long been the recipient of runoff from this site,as the site pre-dates any stormwater management regulations. The proposed design manages all stormwater on site,except during very severe storms(>100 year event),runoff will leave the site along previously established runoff patterns. Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: PI F-1 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: P1 ❑ 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: (NYSDEC automatic infill from EAF Environmental Mapper);the applicant knows of no prior hazardous waste remediation on the site. I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor n in.4 e Date: 2/9/2016 Signature: PRINT FORM Page 3 of 3 EAF Mapper Summary Report Tuesday, January 05, 2016 10:12 AM Disclaimer: The EAF Mapper is a screening tool intended to assist fat ��la"r+�'g ;:y " fl fl tl� r v y fl �� � �, project sponsors and reviewing agencies in preparing an environmental I a N i � i�u I assessment form(EAF).Not all questions asked in the EAF are ul t E , )' t .,' fl i "C t p fl nh�u� h a h ) fl 0p 2'",� answered by the EAF Mapper.Additional information on any EAF I Qy fl a,V"2 NF question can be obtained by consulting the EAF Workbooks Although Pfl p ro v0. Nup fly . A the EAF Mapper provides the most up-to-date digital data available to �� ' j 4 � 2 DEC,you may also need to contact local or other data sources in order P h' . () ) 5 "i B I 69, 40 to obtain data not provided b the Mapper.Digital data is not a P Y PP 9 r4!°Y' fl ali B "`ry d fl flu fl " substitute for agency determinations 0aI ioy..-fl �')a4.'fl4V fl rD, 0 154 ., !, B fl W 8v r( N� � 4A �aPt 11pF � " G 41° F f��dt M �mjrI i ' i , 309I0 ly,. rwrf9✓ flflo'ri.Yflia"r i 6 " y F / NV"b 10 7 "I I �� fl fl bar d`nUhnrrfE�w:mrd ; u, .. qu�tl.INjrGi, I6 � f�r qIFrlo�DtrF I0 N7i`:�s?���atainuasd'�a tp�db�iuy�rYrwD,w,�4'a 1�Rafli��,�rUVctiI d ' � 1-14- 'I p ' "P : aly SIIf.tl tv E Ea rt.;i:ufi.l ro-Ym c � . R /l flfla /I//, E E ,E s �� 4ahiPr ' d ViRi In N t r�ar M+1 "i NAfi , /„$,rII°I IIS ° 'S4 ° < E imr V'D In TEF naa a ,JOETIflE ”iI f�a�rli , �� UYpb�"? p14K ' �,NP, AtY, air C�� f,IET9 Esri Chura4cp 7 4fl � j Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National Register of No Historic Places] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a [Wetlands or Other No Regulated Waterbodies] Part 1 /Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 /Question 20 [Remediation Site] Yes Short Environmental Assessment Form - EAF Mapper Summary Report 1 Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 2 -Impact Assessment Part 2 is to be completed by the Lead Agency. 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 impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning 1:1 1:1regulations? 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 El 1:1establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El 1:1affect 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 El 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, 1:1 El 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)? ❑ ❑ 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage El 1:1problems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ ❑ PRINT FORM Pagel of2 Agency Use Only[If applicable] Project Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 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 how the lead agency determined that the impact 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,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact 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) PRINT FORM Page 2 of 2 ISS I WARREN COUNTY CLERK RECORDING COVER SHEET Emp. Initials r _ Instrument, # O(14Fi22 i 1 0 ' � q page3 Town - i Addtl. Fee Q �" If AddtJ. Names ( �� t�] a.. .,, Transfer tax Amt, _[rll dJa.dU_ RECEIVED Transfer tax Stamp REAL ES TATE N AU6 2 01 7 Lb TRANSFER TAX WARE Mortgage Tax Amt. Mortgage Tax Stamp Mortgage Tax # Grantor/Mortgagor: Randolph and Helen Whittemore Grantee/Mortgagee: Benjamin L. Aronson Recorded by: Little & O'Connor Return to: Little G O'Connor / P.O. Box 898 / I Glens Falls, NY 128xl / 17A�ay.l1 C9G17 i K 11.'1'. Lf,I;iLCLErri Upon recording, this page bocomes a part ! 97 AUG 20 N1 3. 39 of the document 1$3.00). / ^� PF f.'�iii.,::i I I: o . qd tet. �I W Q WI1H LIEN PDYENANI WITH l ti"F ESTATE K9;)'M 1LV_€D DATE OF DEED: August,11, 1997 + W I r;t1ANTOR: RANDOLPH WHITTEMORE HELEN WHITTEMORE .n 62 Main Street Quoenabury, NY 12804 1-` BENJAMIN L.ARONSON 151 B Ridge Road j Queensbury, NY 12804 THIS WARRANTY DEED made between Grantor and Grantee on the deed dato stated ebovo WITNESSES THAT GRANTOR In consideration of ..........._One Dollar (91.00)------------------------------------------------------- lawful money of tho United States and other good and valuable consideration, paid by Grantee, DOES HEREBY GRANT AND RELEASE UNTO GRANTEE and his assigns forever all that property located at: 82 Main Street Town of Queenebury County of Warren State of Now York TAX MAP# 134-8-2 (THE PROPERTY IS DESCRIBED MORE FULLY IN) SCHEDULE A ATTACHED 71 THIS GRANT IS MADE: .- TOGETHER with the appurtenances and all the estate and rights of the Grantor in and to said premises, 1 TO HAVE AND TO HOLD the premises granted by this Warranty Deed ,3 unto the Grantee and his assigns forever. AND THE GRANTOR COVENANTS as follows: 11y FJRST: That Grantee shall QUIETLY ENJOY said promises; i SECOND: That Grantor will forever WARRANT the title to said premises; THIRD: THAT, IN COMPLIANCE WITH SECTION 13 OF THE LIEN LAW, Grantor will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. If there are more than one Grantor or Grantee,the words"Grantor"and"Grantee"used in this dead Includes them, + This conveyance Is made subject to a Life Estate as set forth In Schedule A. IN WITNESS OF THIS CONVEYANCE,Grantor has executed this WARRANTY DEED on the deed date stated above. IN PRESENCE OF 1g,,.,�c R�XIIL (L.S.) RANDOL H WHITTEMORE HELEN WHITTEMORE l f I STATE OF NEW YORK ! COUNTY OF WARREN 1 On this 11th day of August, 1997 before me, pursonally came RANDOLPH WHITTEMORE and HELEN WHITTEMORE,to me personally known and known to me to be the same persons described In and who executed the within Instrument and they acknowledged b to me that they executed the same. w Notary public JOHN H.P71CHARDS ary Public-Stets of Now York Werran Cotrnly-1:4642109/�[� i Comm°sloe Expfros/1pr11 30 t , i I; SCHEDULE "A" .: . I ' ALL THAT TRACT OR PARCEL OF LAND situate on the south side of-Main Street,Town of Queensbury,Warren County, State of New York and being more I a` particularly bounded and described as follows: rQ l t c Beginning at a found iron marker on the southside of Mein Street at the northwest corner of the herein described parcel, said point of beginning being the ;-,.; northeast corner of lends of the grantee herein, Benjamin L. Aronson(L.648 to PJ901, thence N 68-38'-55" E 85.95' to a point,thence S 19-29'-03" E 252,12' along lands of Randolph Winslow (L.980 P.176) to a found iron marker, thence S 73-14'-04" W 86,01' along lands of James and Judith Fish IL.597 P.10711 to a point,thence N 19-28156" W 245.24' along lands of James and Judith Fish (L,B45 P.18D) and lands of Benjamin L. Aronson(L_866 P_148 and L.648 P.790) 1 to the point and place of beginning, TOGETHER WITH AND SUBJECT to easements and rights-of-way of record. Said Parcel ccontaining 0.490 plus or minus acres. INTENDING TO CONVEY the same premises described In a deed from Richard S. Duel], Executor of the Estate of Deborah Dual)to Randolph Whittemore and Helen Whittemore dated November 18, 1976 and recorded In the Warren County Clerk's Office on December 8, 1976 in Book 600 of Deeds at Page 948. EXCEPTING AND RESERVING TO THE GRANTORS, OR TO THE SURVIVOR OF THEM, A LIFE ESTATE TO HAVE AND HOLD ; THE ABOVE DESCRIBED PREMISES FOR AND DURING THEIR NATURAL LIVES, t WARREN COUNTY CLERK rtECORDING COVER SHEET w � Eh1P.INITIALS -77<— INSTRUMENT It i No.o f PAGES y TYPE OF DOC. A DDTL FEE TOWN 3z Peo bu ADDTL.NAMES_ a-► cn co TRANSFER TAX AMT.S .SY,5". MORTGAGE AMT.S ' f ' MOR7GAGE TAX# TRANSFER TAX STAMP w MORTGAGE TAX STAMP G RECEIVED ' o REAL ESTATE c APR ff999 r i "TRANSFER TAX WARREN COUNTY ' wRrrrrwrlrrrrrwFrr►!!!!!!!r!lwarrlarlrlwr!!lfrwr r wrrrraarwrirrrwwrrrwww lrw r l r!!!r l rr r r a r wawrrwrwwa Plense(ill in blanks below before submitting for recording. PARTY OF TIME FIRST PART: Darla a.Whittemore Executor Qf Gedrude Whitternore Ectule PARTY OF THE SECOND PART: Deniami[LAzonson___ - RECORDED BY: Liltie&O'Connor / RECORDING STAMP RETURN TO: Little&O'Connor / P.O.Box 898 / Glens Falls,NY 12801 / File No.16036 / ! Name, Aronson / 1 / t 11.Y, rt Upon recording,this page becomes apa / CL v:i of the document($3.00). / c 1, „ �) (';l : li 9 UO/10I LU1L 10.UJ EXEzyjows DEED L DATE OF DEED: April 16th, 1999 tGRANTOR: DARLA G. WHITTEMORE, as executor of the Last Will and Testament of GERTRUDE WHITTEMORE,deceased �. 58 Main Street Queensbury, NY 12804 GRANTEE: BENJAMIN ARONSON 1516 Ridge Road Queensbury, NY 12804 THIS EXECUTOR'S DEED made between Grantor end Grantee on the deed date stated above WITNESSES THAT GRANTDR by virtue of the power and authority given to him/her in and by the said Last Will and Testament and in consideration of FIFTY FOUR THOUSAND DOLLARS ($540000,00) lawful money of the United States and other good and valuable consideration, paid by Granted, DOES HEREBY GRANT AND RELEASE UNTO GRANTEE and his assigns forever all that property located at: 68 Main Street Town of Queensbury County of Warren State of New York TAX MAP#134-6-4 f THIS GRANT IS MADE: , PA i i r. 1". TOGETHER with appurtenances and all the estate in said premises which the Testator had at the time of his/her decease,and also all the estate in the premises,which the Grantor has or had power to convey or dispose of, whether Individually, or by virtue of said Will or otherwise. TO HAVE AND TO HOLD the premises granted by this Executor's Deed unto the }� Grantee and his assigns forever. r AND THAT GRANTOR COVENANTS as follows: m I' 1 FIRST- That, unless noted in Schedule A, the Grantor has not done or suffered 11 anything whereby the said premises have been incumbered In any way whatever; a? SECOND: THAT,IN COMPLIANCE WITH SECTION 73 OF THE LIEN LAW,Grantor will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the I improvement and will apply the same first to the payment of the cost of the Improvement before using any part of the total of the same for any other purpose. If there are more than one Grantor or Grantee,the words"Grantor"and"Grantee"used in this deed includes them. IN WITNESS OF THIS CONVEYANCE, Grantor has executed this Executor's Deed on the deed date stated above. I IN PRESENCE OF (L.S.) DARLA G. WHITTEMORE, As Executor of the Last Will and Testament of GERTRUDE WHITTEMORE, Deceased STATE OF NEW YORK) SS..* I COUNTY OF WARREN } On this 15th day of April before me, the subscriber, personally appeared DARLA G. WHITTEMORE, tho Executor of the last Will and Testament of Gertrude Whittemore to me i personally known and known to me to be the same person described in and who executed the within Instrument, and she acknowledged to me that she executed the same as such Executor. Not y Public JOHN N.AICHARD9 �a arr PubGo-$lale of New Yak Ludo oronnor Warren County-14642101 A1&rn p,firL= CommlesionErp7ttsApril 40.2000 ro-aax ase crow part,m 1760r UJ/1J/GUiL 1U.Ur Jl�•I J.'.,IlJ -J . ti- -• - -- -- -.� SCHEDULE ^A" 1 ALL THAT TRACT OR PARCEL of land situate on the south side of Mein Street, Town of Queensbury,Warren County,State of New York and being more particularly bounded and described as follows; I BEGINNING at a found Iron marker on the south bounds of Mein Street at the northwest corner of the herein described parcel, said point of beginning being the r northeast corner of lands of Randolph and Candy Winslow(L. 980 P. 175), thence N 68-19'-04" E 70.00' along Main Street to a point, thence along lands of V.Jean Gleason(L,697 P.429)the following two courses; t-` ti S 19-23'12" 1_ 50.00' to a point; thence S 68-19'03"W 10.00' to a point; thence S 19-23'12" E 70.30' continuing along said lands of Gleason(L 697 P.429) and lands of Robert and Audrey Jarvis(L_961 P.269) i to a point, thence S 76-12'04" W 60.00' continuing along said lands of Jarvis(L 961 P. 2691 to a found iron marker, thence 1 . i N 19-28'56" W 142.08' along lands of Randolph and Candy Winslow(L.960 P. 175)to the paint and place of beginning. Subject to easements and rights-of-way or record. i Said parcel containing 0.219 plus or minus acres. BEING the some parcel as described in the following two deeds: 1)Edward S. Eggleston and Violet M. Eggleston to Willard Whittemore and Gertrude Whittemore dated April 29, 1949 and recorded in the Warren County Clerk's Office on May 7, 1949 in Book 276 of Deeds at Page 151 and 2) Willard W. Whittemore, Gertrude Whittemore and V.Jean Gleason to Willard W.Whittemore and Gertrude Whittemore dated September 18, 1987 and recorded In the Warren County Clerk's Office on September 22, 1987 in Book 697 of Deeds at Page 432, WILLARD W. WHITTEMORE DIED A RESIDENT OF THE TOWN OF QUEENSSURY, WARREN COUNTY ON MARCH 14, 1994 LEAVING GERTRUDE WHITTEMORE AS SURVIVING TENANT BY THE ENTIRETY AND SOLE OWNER OF THE:PROPERTY. GERTRUDE WHITTEMORE DIED ON AUGUST 27,1998 A RESIDENT OF THE TOWN OF QUEENSSURY, WARREN COUNTY. HER LAST WILL AND TESTAMENT DATED JULY 9,1976 WAS ADMITTED TO PROBATE BY THE WARREN COl1NTY SURROGATE AND LETTERS TESTAMENTARY WERE ISSUED TO DARLA G. e WHITTEMORE ON JANUARY 27, 1999. i. CJJJ InJ ZVIG 10. G _ 001691 . WAR,�,�N�'.�DpPn_W_ITH Lj$N GOVE�YANT 1 �." D� t?F DEFsD March 23, 1993 G$ANSOR: PAUL DOUGLAS LAMPSON i RD N2,Box 377,West Mountain-Road ''' Queensbury,New York 12804 GRANTEE BENJAMIN ARONSON- Box 56,Star Route,Ridge Road Quccnsbury,New York 12804 j .. THIS WARRANTY DEED made between Grantor and Grantee on the deed date stated above WITNESSES THAT GRANTOR in consideration of --------------------------------------One Dollar($1.00)----—------------ --------------------- lawful -------lawful money of the United States and other good and valuable consideration,paid by Grantee, I i DOES HEREBY GRANT AND RELEASE UNTO GRANTEE and his heirs and assigns forever all that property located at: 61 Main Street Town of Queensbury .County of Warren State of New York TAX MAP# 130-1-21 I THE PROPERTY IS DESCRIBED MORE FULLY IN SCHEDULE "A"ATTACKED THIS GRANT IS MADE: TOGETHER with the appurtenances and all the estate and rights of the Grantor in and to said premises. TO HAVE AND TO HOLD the premises granted by this Warranty Deed unto the Grantee and his heirs and assigns forever. Li Alz �O�CON170,1t AYrcr'tx. �r r•nrr yo W.It r,c•. nex eoe aur• r:.ran. n:r. oamo-cma oa-sA.ap7 i q,4 1 c UJlID,lul4 10. AND THE GRANTOR COVENANTS as follows: IR That Grantee shall QUIETLY ENTOY said premises; m SECOND: That Grantor will forever WARRANT the title to said premises; -.f rnHT 1RA, THAT, IN COMPLIANCE WITH SECTION 13 OF THE LIEN LAW, Grantor will receive the consideration for this conveyance and will hold the right to receive such ; of consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. 1 If there are more than one Grantor or Grantee,the words"Grantor'and"Grantee"used in this deed includes them. IN WITNESS OF THIS CONVEYANCE, Grantor has executed (his WARRANTY DEED on the deed date stated above. IN PRESENCE OF �1 n aVo4gAL '7 PAUL DOUGLAS LAMPS014 STATE OF NEW YORK ) ) ss: COUNTY OF WARREN ) On This ?,2 _day of March, 1993 before me, personally came PAUL DOUGLAS LAMPSON, to me personally known and known to me to be the same person described in and who executed the within Instrument and he acknowledged to me that he exeQcutcd the same. r.1:A A7 Naterr ro:':Ic- c-F tNmv Yor!c N46ry Public-State of New-York Vlz:rrc;l County• :`7.25 '0 Co�nrnl !an L-::rlrca Oaro'e�r 31. • I -t SCHEDULE All ALL THAT, TRAP-.OR PARCEL. of .land situate on the. north side of-Corinth Road, Town.of Queensbury, Warren:Countyr' State of ... fy New York and being more particularly bounded and described as follows: J� Beginning at a found iron marker in the north bounds of Corinth Road,. at. the moutheast corner of the herein described parcel said point of beginning being the Southwest corner of lands E' {: of Gaorgianna. and William. Montgomery IIS, ,Liber 699/Page 197, W thence S 78-081-00" W 88.94" along the north bounds.of Corinth Road -J to a set.iron rod, thence N 08-401-5911 W 302.511 generally along a wire fence and along lands of Donna D. Warner, Liber 763/Page 71, to a set iron rod, thence N 80-33'-4011 E. 76.841 along lands of Alice Jane Fowler, 'Liber 599/Page 429, to a set'iron 'rod, thence S 10-58'-47" E 298.821' along other lands of Alice Jane Fowler, Liber 599/Page 426 and lands of Georgianna and William Montgomery, SII, Liber 699/Page 197, to the point and place of beginning. i subject to easements and rights of way of record. said parcol �^ containing 0.572 plus or minus acres. Being the same premises:devised to Paul.Douglas Lampson by the Last Will and Testament of Seward W. Lampson, recorded in the . Warren County Clerk's Office on May 3, 1956 in Book 353 at Page 361. ' 1 " RECriNca i; f EAJ. ESTATE MAR 2 4 1993 4Ri TRANSFER TAX WARREN COUNTY y L��EiI�,} 11D ER�111lIC.4 �3t1�3, f 1j,-Ul 10.UJ -10 1J.:,.J;1J FORM 654-K N,x,nEEa-MARAANTV(F"cw Qt.,. RE6ORDED Cn 41ade the `f� � day of September SEP Iq IQ 1'P AN'8? .1rin-eteen ffundred and Eighty-Trac TACE ?)rd-ANBEXAMtNCZ) 3f1Wrrn LASSER REAL ESTATE, INC. , a domestic WARREN COUNTY.REWY3AK JOHN E.BDWMhU.rt FnK 1 +Q� xacaorporation, organized under the laws of the State of New York,having its principal place of business at 64 Main Street, West Glens ralls, Town of Queensbury, County of Warren and State of New York party of the first part., and. g,e,�ya,rn wv, L. ,�. 2P AROt7SON STh2 t2c #c hoc S4, 2 d�c ROO , { k party of the second part, 3111areiafta that the party of the firvt)fart,Crr CGTb.4arlifY2larffr ffj ONE and No/1,00 --------------------_-----------------------------------Dollar (a.00 j lawfer.l Money of the United States„ and other good and valuable consideration pard by the party of the second.part,does hereby Errant and,release unto the }. party of telae second parr, his heirs, successors aflrl aysr.gn,n forever,aAlo ALL THAT CERTAIN PIECE OR PARCEL OP LAND, together with the building thereon, situate, lying and, being in the Town of Queensbury, County of Warren and State of New York, bounded and described as follows: Beginning at a stone standing in the center of the pitcher Road, northwardly of a street leading to Goodspeed'•s house; running south 14130' east 4 chains; thence north 75°30' east 2 chains and 5o Links; thence north 14'301 west 4 chains to the said Pitcher Road; thence south 75'30' west along said road. 2 chains and 50 links to the place of beginning, containing one (1) acre of land be the same more or less. As the said premises are described in a deed between Jacob Kellogg and wife and Hezekiah Vowe Hated March 20, 1852 and recorded in warren County Clerk's Office b+larch 29, 1852 in Book S of Deeds, at Page 599. "Excepting and reserving therefrom the premises conveyed by Christopher Chambers and wife to Julia A. Crannell, wife of M.H. Crannell, by deed dated July 23, 1896 and recorded in warren County Clerk's Office December 21, 1896, in Book 77 of Deeds, at Page 181, and therein described as follows; "Beginning on the easterly side of the road leading from the old dwelling house formerly occupied by Stephen Goodspeed to the Pitcher Road, and at the northwesterly corner of Alanson Granger's lot, and running from thence north 80" east along the line of said Granger's lot 2 chains and 22 links to Charles Bennett's land; thence north lo" and 15' west along the line of said Bennett's land 1 chain and 14 links; thence south 79° and 30' west 2 chains and 32 links to the easterly side of said road, thence south 17 east along the easterly side of said road 1. chain and 14 links to the place of beginning, containing 114 of an acre of land. "The said premises hereby conveyed are the same conveyed by Auguste M. Cashion to Laura Mae Richardson by deed, dated September 21, 1935 and recorded in 'Warren County Clerk's Office September 23, j 1935 in Book 199 of Deeds,. at Page 474. a " "rt is the intention of the Parties of the ;First part to convey all their interest in and to the lot located on the south east corner of Vain Street and Second Street in the Hamlet of west Glens Falls, bounded on the east by the west line of premises now or formerly owned CI Jl 17I L✓J1L t0.CJJ :J10l JJJtl3 ., � � .+ ...��. �.. �� E and occuppied by Stephen Duell, on the south by the north line of premises owned by Michael Cashion-on the west by Second Street and on the north by the said Main Street (Formerly Pritchard Road) subject to the rights of the public in and to the aforementioned streets. "Acing the sane premises conveyed by Jerome N. Fisher to Agnes � Hortense Rozelle and Elizabeth Jane LaPoint by Deed dated April 23, 1954 in Book 333 of Deeds at Page 39." Being the same premises conveyed by Agnes Hortense Rozelle and Elizabeth Jane LaPoint to Lasser Real Estate, Inc. by deed dated September 7, 1972 and recorded in the Warren County Clerk's Office on September 11, 1972 in Li.ber 556 of Deeds at Page 554. This conveyance is of the sole remaining assets of the grantor corporation and made in compliance with Section 909 of the Business Corporation Law of the state of New York. Agnes H. Rozelle is the president and the sole stockholder of Lasser Real Estate Inc. the grantor herein. j YJJ/lJ/LCJ1L 10.UJ J1�l J.,J.1J -� � � �+ _ Moorlktr with,the appurtenances and all the esiat.eand rights of the party of theltrst part inand to said premises, $o Labe oub to ball the preinises herein, pran.ted unto l•lre party o/ the 00second.part, his heirs, successors and.assifns orever. P W Ana t.7ir party of the fust part covenants as follow, Xtrai.That the part X of the second.part shall.qr_ielly eu;%oy the.said premises; Orrw tb. That tlxe party of the first part wild forever 168rtu0 the title to void. premises. 3ttPresrntr of 3n MIMeea 154treof the party of thr,first part lias caused its eorporate J seal to be hereunto of Tzd, and these presents to be signed by its duly authorized officer this I Y,: day of September Ninetec?z Hundred and Eighty-Two - Lasser Real Estate, Inc. I3y A§Ies H. Rozel President malr of New Vark � es. 011' n this day of September Qlaunig orwarren >Yineen iftoxdred a.nd teEighty-Two before m.e'personally came Agnes H. Rozelle to me personally known,, who, being by me duly .sworn., did depose and say that S he resides in the Town of Queensbury, Warren. County, N.Y. that s he is the President of Lasser Real Estate, Tn,. the corporation described in,and which executed, the within fn.struan.ent;thats he knows the seal of said corporation; that tite seat, afflred to said 1txa1.rum,ett,1 id such corporate seal; that it was so affixed by order of the !loard of Directors of sale? corporation; arxd that s he siened »arae thereto by like order. i 1 i C7 REA! .MTj,T'_ k SEPI 41982 Tfi�s�is APSANi CIJ/lJ/LV1L 10.VJ .blur�.�,/rt� . � � -.• �_ __- __ L WARRANTY-DEED with Lien Covenant THIS INDENTURE, made this ),J _day of "k-X1, Nineteen Hundred and Ninety-Two BETWEEN GEORGE PARKS and IRENE MAR PARRS, individually and ' . as trustees, residing at 107 12th Street, Belleair Beach, (n Florida, parties of the first part, and i �• BENJAMIN L. ARONSON, residing at Star Route, Ridge Road, pp Queensbury, New York 12804 party of the second part, WITNEBSETH that the parties of the first part, in f. consideration of FIFTY THOUSAND and 00/100 DOLLARS ($50,000.00) lawful money of the United States, and other good-and valuable 4" consideration paid by the party of the second part, do hereby grant and release unto the party of the second part, his heirs and assigns forever, ALL THAT PIECE OR PARCEL OF LAND, situate in the Town of Queensbury, county of Warren and state of New York, described as :. follows: BEGINNING at an iron pipe in the easterly line of Second Street, said iron pipe being the northwesterly corner of f., the land owned by Michael Cashion, and running thence North 79- 30' East a distance of 153 feet more or less to an iron pipe for- a ora corner: thence south 10. IV East along the land formerly of Charles Bennett and now owned by Stephen Duell a distance of 60 feet; thence in a westerly direction and parallel to the first described line and 60 feet distant therefrom to an iron pipe set in the easterly line of Second Streets thence North 17, West along the easterly line of Second street a distance of 60 feet to the point or place of beginning. BEING the same premises as was conveyed by deed from Parks to Parks dated December 10, 1982 and recorded in the Warren County Clerk's Office on December 17, 1982 in Book 650 of Deeds at Page 966 and designated on the warren County Tax Map for the Town of Queensbury, Warren county, New York as section 134, Block 6 and Lot 14. TOGETHER with the. appurtenartces and all the estate and rights of the parties of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein.granted unto the party of the second part, his heirs and assigns forever. AND said parties of the first part covenant as .follows: FIRST, That the party of the second part shall quietly enjoy the said premises; 9BCOND,.That said parties of the first part will forever warrant the title to said premises. ��, rn.¢a o•conikoA (: Armin,-S.r LA ' t. w rt rlm�m wnte ' arnear ,n Sox esn GUM MiLm Hf kv1 f r: I TRti 0W79@7113 MX—MMM MM r .1. T �,,,,"T'�T'r�:ZC�::�rsr.=�iT.^��rra_^,�,.ar.-aF 2r!;-.......................• ...... ---------- - -- !a TRZAD,-That, in aompliance'with Section 7.3 .of the LienI.nw,_ the grantors will-reaeive the consideration 'for.this..conveyance S�l and will hold the; ricjht.to reoeive such aonsideratidn as:a trust 1 i fund to be-applied firmt-for.the purpaee.of.p$ying'the' comt of i, . the improvement,and,,will.apply the same:first to.tha• a p yment of the coat of the improvement before using any part of the total � t�3 . of the eame for any'other purpose. IN WITNESS . the: kl` i + parties of the first part have 1:*1 hereunto set their hands and seals the day and year first.aboove written. IN PRESENCE OF J.D.4VIp LITTLE GEORGE VARKS Volory publlo.Slnto of Mew Yolk s Rod.Wnrran Covnly (} 4:�`t'• � Comm.Exp.. ! IRENE MA E PARKS ^` STATE OF NEW YORK ) , COUNTY OF WARREN ) + on this Meth day of October; Nineteen Hundred and Ninety- , I Two, before me, the subscriber, personally appeared l GEORGE PARKS and IRENE MAE PARKS i to me personally known and known to me. to he-the same persons i described- in and who executed the in Inst ent, and they duly acknowledged to me that the ex ted the(as e. Public f .OAVtD Notary publlio,8 elolrtLE of Now Yor$ Aop,%Vnrranl�y,°°,yyn��� Comm,Exp.+('l+�7 i. ' f F..'AL FETAT 0C�`3 0 1 v TRANSFER TAX VJ'e,RF1CN COUNTY r � carne o oYonr�on L1DE��j}� i ,, Ar me+ew xr l Aw � +-WC,�ur- ovtr»rnewre PAGid:( 'AND ExA?jj?' „ atwnTWARREN CCVIJTY N.Y 10 r�o ew..7 , CARYL M.CLARr,CLh7K - _ .. PkIn"fuA";vz" 920CT 30 PH 2-,20 .-iv..enynaru - - rtnx aa..omevra. _ RECORDED �_'_ �„'�n7°r-^.�-+rva'.=�rr�J*^zavmrix.TW-atzasowccz�.sG _ �'• ���_a• t4 J.ttI 7�t 1•. -410 .I I ` r� 1 A JARRET-r Engineers, PLLC Clvd&Environmental Engineering Erosion & Sediment Control Portion of the NYSDEC "Stormwater Pollution Prevention Plan" (SWPPP) for APEX Solar Power Located at 64 Main Street, Queensbury, NY 12804 February 2016 Introduction Apex Solar Power, located at 64 Main Street in the Town of Queensbury, proposes upgrades to their site, including new parking and landscaping parking. The total disturbance will ultimately exceed one acre, and thus the project will require a NYSDEC SPDES Stormwater Pollution Prevention Plan (SWPPP). The changes to the site will result in a net decrease in impervious cover, however, the re-configured parking areas have been designed to be in compliance with NYSDEC Green Infrastructure requireurments. The purpose of this Erosion & Sediment Control (ESC) SWPPP and is to document compliance with NYSDEC SPDES stormwater permit requirements for erosion and sediment control on a site experiencing ultimately more than 1 acre of land disturbance as part of the "greater plan of development". The ESC is supplemented with a "Post Contraction Controls" SWPPP where new/additional impervious area is proposed. Existing Conditions The project area on the Apex site is approximately 1.8 ± acres in size, of which 1.2 ± acres is expected to be disturbed and is located at 64 Main Street, Queensbury, New York. Compliance with NYSDEC Standards NYSDEC SPDES compliance for erosion and sediment control during construction is required; Temporary Erosion & Sediment Controls during Construction The site is most susceptible to erosion and sediment problems during the construction phase of the project. This can result in sedimentation travelling to downstream stormwater control devices and receiving bodies 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 Fax 798-1864 Apex Solar Power February 2016 NYSDEC Erosion & Sediment Control Stormwater Pollution Prevention Plan of water. To minimize water and air borne erosion during the construction phase, temporary erosion control measures shall be used. When areas of the site are susceptible to water borne erosion, sediment control barriers shall be provided to reduce (potential) the travel of sediment. [Common construction details for temporary and permanent stormwater and erosion control devices have been provided to support this SWPPP, along with references to the NYSDEC Standards for Erosion & Sediment Control for additional guidance] All disturbed areas shall stabilized according to the design plans prepared for this site (appended). Airborne erosion, ie: dust, shall be controlled using water, wind breaks, temporary covers, and/or other approved methods. Pollution Prevention/Waste Storage Construction chemicals shall be stored in construction trailers or other secured sheds/cabinets, or off-site away from stormwater runoff. All waste, litter and construction debris outside of building(s) to be cleaned up and disposed of after each day's work. Site Stabilization The operator shall initiate soil stabilization measures as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case shall more than 7 days after the construction activity(les) have been suspended or ceased. This requirement does not apply to the following: • Where the initiation of stabilization measures by the 7th day after construction activity temporarily or permanently ceased is precluded by unforeseen snow cover or frozen ground conditions, stabilization measures shall be initiated as soon as practicable. • Where construction activity on a portion of the site has temporarily ceased, and earth-disturbing activities will be resumed within twenty-one days, temporary stabilization measures need not be initiated on that portion of the site as long as erosion and sediment control practices have demonstrated their ability to prevent environmental degradation. Maintenance During construction, sediment shall be removed from sediment control devices whenever their capacity has been reduced by twenty five (25)percent from the design capacity. If permanent stormwater control devices are required on the project, and are installed prior to completion of construction, they shall be continuously maintained during construction. Silt shall be removed, and the devices generally updated to their full function at the cessation of construction activities on the site. Once construction has been completed on the site, the operator shall inspect the basins on a routine basis. If the inspection determines that the functional volume/capacity has been lost due to siltation, damage, etc. the device(s) shall be cleaned and/or repaired to their intended function. Temporary sediment control devices, including sediment traps, shall be removed from the site only upon compliant stabilization of the site, ie: >80% vegetative growth, etc., has been provided. The footprint of the former temporary sediment control devices shall also be stabilized, with seed and mulch or the equivalent, to prevent erosion. Page 2 of 5 Apex Solar Power February 2016 NYSDEC Erosion & Sediment Control Stormwater Pollution Prevention Plan Inspection & Notification Requirements The owner's contractor shall have NYSDEC trained representative monitor the site daily and inspect all erosion and sediment control practices for: 1) effectiveness, 2) compliance with the approved site plan, and 3) compliance with NYS Standards for Erosion & Sediment Control, and 4) available capacity. Inspection frequency and documentation requirements shall be in accordance with NYSDEC and other applicable requirements. As required by the NYSDEC SPDES General Permit (latest issue), the owner shall have a certified professional (professional engineer or CPESC) inspect the site every 7 days as stipulated by NYSDEC standards. Should greater than five acres of work area need to be disturbed (open) at any one given time, the owner shall contact the NYSDEC for permission to do so. In addition, a professional (professional engineer or CPESC) must inspect the site two times every (7) days (inspections on consecutive days should be avoided, if not, additional inspections may be required) as stipulated by NYSDEC standards. Inspection & Notification Requirements The owner's contractor shall have NYSDEC trained representative monitor the site daily and inspect all erosion and sediment control practices as well as stormwater management devices for: 1) effectiveness, 2) compliance with the approved site plan, and 3) compliance with NYS Standards for Erosion & Sediment Control, and 4) remaining capacity. Inspection frequency and documentation requirements shall be in accordance with NYSDEC and local jurisdiction(s). If required by the NYSDEC SPDES General Permit (latest issue), the owner shall have a certified professional (professional engineer or CPESC) inspect the site weekly as stipulated by NYSDEC standards. Should greater than five acres of work area be disturbed (open) at any one given time, the owner shall have a professional (professional engineer or CPESC) inspect the site two times every (7) days (inspections on consecutive days should be avoided, if not, additional inspections may be required) as stipulated by NYSDEC standards. Additionally, if greater than five acres of work area is to be open at any one given time the NYSDEC is to be notified. Contractor(s)Acknowledgement The contractor listed below shall be responsible for all requirements listed above pertaining to Temporary Erosion Control Measures during construction. (Contractor name, address, and phone number to be filled in at the time of contract being awarded) In addition to the above listed requirements, the contractor shall make themselves familiar with requirements outlined in the NYSDEC SPDES General Permit, latest issue. General or Primary Contractor: Name: Page 3 of 5 Apex Solar Power February 2016 NYSDEC Erosion & Sediment Control Stormwater Pollution Prevention Plan Address: Phone No. The above-mentioned contractor and all subcontractors performing earth work shall read the following statement and sign below stating that they have read and understand the below certification prior to commencing any construction activities. "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 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 of Contracting Firm: Name: Date: Signature: Name of Contracting Firm: Name: Date: Signature: NOTE: A copy of this SWPPP, associated design plans, supporting documentation as well as weekly/bi-weekly inspection reports are to be kept in a binder that will be readily available on-site throughout the duration of construction for both phases. The on-site binder is to be located in a conspicuous location and clearly labeled. Utilization of a mailbox (labeled `SWPPP') for storage of the binder is a typical means of locating and protecting the on-site binder. General Permit Coverage is not valid unless: • Once the five day waiting period is complete after the NOI is e-filed the NYSDEC • A copy of the SWPPP is posted on-site • Contractors names and signatures are provided in the SWPPP • Weekly and/or Bi-Weekly inspections are completed Page 4 of 5 Apex Solar Power February 2016 NYSDEC Erosion & Sediment Control Stormwater Pollution Prevention Plan Other conditions may exist, coordination with owner, contractor, engineer and SWPPP inspector may be required NYSDEC Erosion& Sediment Control Stormwater Pollution Prevention Plan prepared by: JARRETT Engineers, PLLC H. Thomas Jarrett, P.E. Primcpal Appendices: 1. Maintenance and Management Inspection Checklist 2. Construction Stormwater Inspection Report 3. General Stormwater Permit GP-0-15-002 4. Construction Sequencing Schedule 5. NYSDEC Notice of Intent Form 6. NYSDEC Notice of Termination Form 7. Site Plans & Details DEFINITIONS 1. Operator person, persons or legal entity which owns or leases the property on which the construction activity is occurring. 2. Qualified Professional a person licensed to practice engineering in New York State or a Certified Professional in Erosion and Sediment Control (CPESC). Page 5 of 5 APEX Solar Power NYSDEC SWPPP February 2016 Post Construction Stormwater Management Portion of the NYSDEC "Stormwater Pollution Prevention Plan" (SWPPP) For APEX Solar Power Located at 64 Main Street, Queensbury,NY February 2016 Compliance with NYSDEC SPDES Requirements Site improvements at the Apex Solar Power site on Main Street in Queensbury NY will involve the disturbance of more than 1 acre of ground surface, and will involve modification of existing impervious areas. Therefore, in addition to the Erosion & Sediment Control SWPPP described in a separate document, post construction stormwater management is required. Post Construction (Permanent) Stormwater Management The stormwater management system proposed for the parking has been designed in accordance with NYSDEC "Green Infrastructure" standards identified in the 2015 NYSDEC Stormwater Management Design Manual, as follows: Step 1 "Site Planning" Mapping •Site mapping documents existing features including: wetlands, bedrock outcrops (where visible) waterways, vegetation cover types, critical environmental areas, and topographic relief(ie: steep slopes). Protection and enhancement of natural resources • The design avoids wetlands, water courses, vegetated watercourse buffers, and steep slopes (>25%) wherever possible. Pavement and other impervious surfaces have been eliminated or reduced in size where practical, and where possible, located on existing `C' or `D' type soils (USDA listing). Step 2 "Water Quality Treatment Volume" Attached tables show calculated Water Quality Volumes (WQv) required for each subcatchment that includes new development. Step 3a Runoff Reduction by"area reduction" Green Infrastructure Techniques APEX Solar Power NYSDEC SWPPP February 2016 • area reduction credits, where applicable, were taken to reflect areas set aside in accordance with NYSDEC guidelines; examples include vegetated buffers, preservation areas (by legal restriction), and roof disconnect systems Step 3b Runoff Reduction by "volume reduction" Green Infrastructure Techniques, and Stormwater Management Practices with Runoff Reduction capacity Water quality volume reductions have been taken for one or more of the following systems meeting NYSDEC standards: • Retention/Infiltration devices • Cisterns and other rainwater collection/resuse systems • "Rain Gardens" and"bio-retention/filtration" systems • Vegetated Swales, along with "Dry Swales" and"Wet Swales" Step 4 "Apply Standard Stormwater Management Practices to address remaining WQv" Recalculate water quality volume following implementation of Runoff Reduction Techniques, and if remaining water quality volume to be managed, then apply standard stormwater management practices to further reduce the required water quality volume. Lastly, check to see if the minimum runoff reduction volume (min RRv) has been met. Step 5 "Apply Volume and Peak Rate Control Practices" if still needed to meet requirements. • Volume & Peak Rate controls for channel protection, overbank flood control and extreme flood control have been provided. (See the attached Pre vs. Post Construction Stormwater Comparison chart) Compliance with NYSDEC Standards NYSDEC SPDES standards have been me using the following NYSDEC approved techniques / devices techniques: • Reduction in Impervious Areas &reduction in site disturbance • Rain Gardens implemented near the stormwater sources • Tree planting • Vegetated/Dry/Wet Swales Runoff Calculations (Pre & Post Conditions) Stormwater conditions represented in this report are based on modeling of the site under: • Virgin (pre-development) conditions • Existing (original development) conditions • Proposed(proposed development) conditions Stormwater models should be thought of as reasonable comparisons of "before" and "after" development, under the conditions modeled, and not a predictor of actual runoff rates under all conditions. Actual runoff rates can vary from predicted flow rates due to conditions such as rainfall patterns, soil type, vegetation patterns, and soil moisture conditions, etc. which can be highly variable over time and geographic areas. APEX Solar Power NYSDEC SWPPP February 2016 Stormwater peak flows, both rate and volume, were calculated for the 1 year, 10 year, 50 year, and 100 year storm events using "HydroCAD" Stormwater software which is based on TR-20 methodology. Pre-Development (Virgin) Stormwater Conditions: Site runoff has been modeled with drainage "subcatchments", or sub-watersheds. The pre- development stormwater rate for the subcatchments has been calculated at the following rates and volumes (see stormwater comparison table). Post-Development (Existing) Stormwater Conditions The construction of the proposed site development has been modeled using "subcatchments", or sub-watersheds. Calculations document the stormwater runoff volume and rate under current conditions. (see stormwater comparison table). Post-Development(Proposed) Stormwater Conditions The above sections show that stormwater runoff volume and rate leaving the site is higher under current conditions than when the site was undeveloped (virgin conditions). To reduce stormwater runoff rates/volumes to conform with the Town of Queensbury and NYSDEC stormwater standards/regulations, and to minimize stormwater- impacts, a stormwater- management system has been incorporated into the site design which will capture, treat, and infiltrate the Stormwater-from impervious areas. The calculations attached in an appendix show that with stormwater mitigation employed, the site is compliant with NYSDEC and other applicable requirements. Contractor(s) Acknowledgement The contractor listed below shall be responsible for all requirements listed above pertaining to Temporary Erosion Control Measures during construction. (Contractor name, address, and phone number to be filled in at the time of contract being awarded) In addition to the above listed requirements, the contractor shall make themselves familiar with requirements outlined in the NYSDEC SPDES General Permit, latest issue. General or Primary Contractor: Name: Address: Phone No. The above-mentioned contractor and all subcontractors performing earth work shall read the following statement and sign below stating that they have read and understand the below certification prior to commencing any construction activities. APEX Solar Power NYSDEC SWPPP February 2016 "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 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 of Contracting Firm: Name: Date: Signature: Name of Contracting Firm: Name: Date: Signature: NOTE: A copy of this SWPPP, associated design plans, supporting documentation as well as weekly inspection reports must be kept in a binder that will be readily available on-site throughout the duration of construction project. The on-site binder is to be located in a conspicuous location and clearly labeled. (Utilization of a mailbox (labeled `SWPPP') for storage of the binder is a typical means of locating and protecting the on-site binder.) General Permit Coverage is not valid unless: • Expiration of the NYSDEC review period following acknowledgement of filing of the NOI • A copy of the SWPPP is posted on-site • Contractors names and signatures are provided in the SWPPP • Daily inspections by a NYSDEC trained on-site representative of the contractor's staff • Weekly inspections by a licensed engineer or CPESC professional • Specific permit conditions listed in the SWPPP or by the NYSDEC In addition to the above listed requirements, the contractor shall make themselves familiar with requirements outlined in Permit No. GP-0-15-002. Special note shall be taken to reporting requirements, which are the responsibility of the operator listed in this permit. APEX Solar Power NYSDEC SWPPP February 2016 Maintenance Agreement Requirements The owner/operator of this site is responsible for maintenance of stormwater devices on the site following construction, and throughout the life of the project. A maintenance agreement in conformance with NYSDEC standards, that is binding on all current and subsequent landowners, shall be recorded in the office the County Clerk as a deed restriction on the property. SWPPP Prepared by: JARRETT Engineers, PLLC H. Thomas Jarrett, P.E. Principal Appendices: 1. JARRRETT Engineers Site Plans 2. Pre-Construction Conditions Plan (PRE) 3. Post-Construction Conditions Plan(POST) 4. Pre and Post-Construction HydroCAD Calculations 5. NYSDEC Green Infrastructure Compliance Worksheet 6. Stormwater Calculations Summary Table (Comparison) 7. Stormwater Maintenance Agreement Appendix Stormwater Pond/Wetland Operation, Maintenance and Management Inspection Checklist Project Location: Site Status: Date: Time: Inspector: Maintenance Item Satisfactory/ Comments Unsatisfactory 1. Embankment and emergency spillway (Annual, After Major Storms) 1. Vegetation and ground cover adequate 2. Embankment erosion 3. Animal burrows 4. Unauthorized planting 5. Cracking, bulging, or sliding of dam a. Upstream face b. Downstream face c. At or beyond toe downstream upstream d. Emergency spillway 6.Pond, toe & chimney drains clear and functioning 7.Seeps/leaks on downstream face 8.Slope protection or riprap failure 9. Vertical/horizontal alignment of top of dam "As-Built" G-1 New York State Stormwater Management Design Manual Appendix G Maintenance Item Satisfactory/ Comments Unsatisfactory 10. Emergency spillway clear of obstructions and debris 11. Other(specify) 2. Riser and principal spillway (Annual) Type: Reinforced concrete Corrugated pipe Masonry 1. Low flow orifice obstructed 2. Low flow trash rack. a. Debris removal necessary b. Corrosion control 3. Weir trash rack maintenance a. Debris removal necessary b. corrosion control 4. Excessive sediment accumulation insider riser 5. Concrete/masonry condition riser and barrels a. cracks or displacement b. Minor spalling (<1" ) c. Major spalling (rebars exposed) d. Joint failures e. Water tightness 6. Metal pipe condition 7. Control valve a. Operational/exercised b. Chained and locked 8. Pond drain valve a. Operational/exercised b. Chained and locked 9. Outfall channels functioning 10. Other(specify) G-2 New York State Stormwater Management Design Manual Appendix G Maintenance Item Satisfactory/ Comments Unsatisfactory 3. Permanent Pool (Wet Ponds) (monthly) 1. Undesirable vegetative growth 2. Floating or floatable debris removal required 3. Visible pollution 4. Shoreline problem 5. Other(specify) 4. Sediment Forebays 1.Sedimentation noted 2. Sediment cleanout when depth < 50%design depth 5. Dry Pond Areas 1. Vegetation adequate 2. Undesirable vegetative growth 3. Undesirable woody vegetation 4. Low flow channels clear of obstructions 5. Standing water or wet spots 6. Sediment and/or trash accumulation 7. Other(specify) 6. Condition of Outfalls (Annual , After Major Storms) 1. Riprap failures 2. Slope erosion 3. Storm drain pipes 4.Endwalls/ Headwalls 5. Other(specify) 7. Other ( Monthly) 1. Encroachment on pond, wetland or easement area G-3 New York State Stormwater Management Design Manual Appendix G Maintenance Item Satisfactory/ Comments Unsatisfactory 2. Complaints from residents 3.Aesthetics a. Grass growing required b. Graffiti removal needed c. Other(specify) 4. Conditions of maintenance access routes. 5. Signs of hydrocarbon build-up 6. Any public hazards (specify) 8.Wetland Vegetation (Annual) 1. Vegetation healthy and growing Wetland maintaining 50%surface area coverage of wetland plants after the second growing season. (If unsatisfactory, reinforcement plantings needed) 2. Dominant wetland plants: Survival of desired wetland plant species Distribution according to landscaping plan? 3. Evidence of invasive species 4. Maintenance of adequate water depths for desired wetland plant species 5. Harvesting of emergent plantings needed 6. Have sediment accumulations reduced pool volume significantly or are plants "choked"with sediment 7. Eutrophication level of the wetland. 8. Other(specify) Comments: G-4 New York State Stormwater Management Design Manual Appendix G Actions to be Taken: G-5 New York State Stormwater Management Design Manual Appendix G Infiltration Trench Operation, Maintenance, and Management Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: MAINTENANCE ITEM SATISFACTORY COMMENTS UNSATISFACTORY 1. Debris Cleanout (Monthly) Trench surface clear of debris Inflow pipes clear of debris Overflow spillway clear of debris Inlet area clear of debris 2. Sediment Traps or Forebays (Annual) Obviously trapping sediment Greater than 50%of storage volume remaining 3. Dewatering (Monthly) Trench dewaters between storms 4. Sediment Cleanout of Trench (Annual) No evidence of sedimentation in trench Sediment accumulation doesn't yet require cleanout 5. Inlets (Annual) G-6 New York State Stormwater Management Design Manual Appendix G MAINTENANCE ITEM SATISFACTORY I COMMENTS UNSATISFACTORY Good condition No evidence of erosion 6. Outlet/Overflow Spillway (Annual) Good condition, no need for repair No evidence of erosion 7. Aggregate Repairs (Annual) Surface of aggregate clean Top layer of stone does not need replacement Trench does not need rehabilitation Comments: Actions to be Taken: G-7 New York State Stormwater Management Design Manual Appendix G Sand/Organic Filter Operation, Maintenance and Management Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: MAINTENANCE ITEM SATISFACTORY COMMENTS UNSATISFACTORY 1. Debris Cleanout (Monthly) Contributing areas clean of debris Filtration facility clean of debris Inlet and outlets clear of debris 2. Oil and Grease (Monthly) No evidence of filter surface clogging Activities in drainage area minimize oil and grease entry 3. Vegetation (Monthly) Contributing drainage area stabilized No evidence of erosion Area mowed and clipping removed 4. Water Retention Where Required (Monthly) Water holding chambers at normal pool No evidence of leakage 5. Sediment Deposition (Annual) G-8 New York State Stormwater Management Design Manual Appendix G MAINTENANCE ITEM SATISFACTORY COMMENTS UNSATISFACTORY Filter chamber free of sediments Sedimentation chamber not more than half full of sediments 6. Structural Components (Annual) No evidence of structural deterioration Any grates are in good condition No evidence of spalling or cracking of structural parts 7. Outlet/Overflow Spillway (Annual) Good condition, no need for repairs No evidence of erosion (if draining into a natural channel) 8. Overall Function of Facility (Annual) Evidence of flow bypassing facility No noticeable odors outside of facility Comments: Actions to be Taken: G-9 New York State Stormwater Management Design Manual Appendix G Bioretention Operation, Maintenance and Management Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: MAINTENANCE ITEM SATISFACTORY I COMMENTS UNSATISFACTORY 1. Debris Cleanout (Monthly) Bioretention and contributing areas clean of debris No dumping of yard wastes into practice Litter(branches, etc.) have been removed 2. Vegetation (Monthly) Plant height not less than design water depth Fertilized per specifications Plant composition according to approved plans No placement of inappropriate plants Grass height not greater than 6 inches No evidence of erosion 3. Check Dams/Energy Dissipaters/Sumps (Annual, After Major Storms) [No evidence of sediment buildup G-10 New York State Stormwater Management Design Manual Appendix G MAINTENANCE ITEM SATISFACTORY I COMMENTS UNSATISFACTORY Sumps should not be more than 50% full of sediment No evidence of erosion at downstream toe of drop structure 4. Dewatering (Monthly) Dewaters between storms No evidence of standing water 5. Sediment Deposition (Annual) Swale clean of sediments Sediments should not be > 20%of Swale design depth 6. Outlet/Overflow Spillway (Annual, After Major Storms) Good condition, no need for repair No evidence of erosion No evidence of any blockages 7. Integrity of Filter Bed (Annual) Filter bed has not been blocked or filled inappropriately G-11 New York State Stormwater Management Design Manual Appendix G Comments: Actions to be Taken: G-12 New York State Stormwater Management Design Manual Appendix G Open Channel Operation, Maintenance, and Management Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: MAINTENANCE ITEM SATISFACTORY/ COMMENTS UNSATISFACTORY 1. Debris Cleanout (Monthly) Contributing areas clean of debris 2. Check Dams or Energy Dissipators (Annual, After Major Storms) No evidence of flow going around structures No evidence of erosion at downstream toe Soil permeability Groundwater/ bedrock 3. Vegetation (Monthly) Mowing done when needed Minimum mowing depth not exceeded No evidence of erosion Fertilized per specification 4. Dewatering (Monthly) Dewaters between storms G-13 New York State Stormwater Management Design Manual Appendix G MAINTENANCE ITEM SATISFACTORY/ COMMENTS UNSATISFACTORY 5. Sediment deposition (Annual) Clean of sediment 6. OutleVOverflow Spillway (Annual) Good condition, no need for repairs No evidence of erosion Comments: Actions to be Taken: G-14 JARRETT Engineers,PLLC Stormwater Pollution Prevention Plan(SWPPP) Civil&/Environmental Engineering Construction Inspection Report Project Name: Date and Time of Inspection: Project Location: Weather Conditions: Yes No N/A REPORT CHECKLIST 1 Is this a final site inspection? 2 Has site undergone final stabilization'? 3 If so,have all temporary erosion and sediment controls been removed? Yes No N/A Site Disturbance 4 Have ateas previously disturbed undergone active site work in the last 14 days? 5 Has any area(s)been disturbed within the last 14 days? 6 Are any areas expected to be disturbed in the next 14 days? 7 Do areas of steep slopes or complex stabilization issues exist'? Yes No N/A Inspection of Control Devices 8 Have perimeter controls(e.g.silt fence)been installed'? 9 Has protection ofcontrol device(s)inlets been provided? to Substantial silt accumulation'?Amount: Yes No N/A Stabilization 11 Are all disturbed at controlled by conk of devices'? 12 Are there areas that will require stabilization within the next 14 days? 13 Have permanent or temporary stabilization measures been implemented where work has ceased for 14-21 days" 14 Rills/Gullies/Slumping/Deposition/Loss of Vegetation/Lack of germination/Lack of mulching Erosion&Sediment Control Practices in need of Maintenance,Modification,Repair,Replacement,or Reinstallation Yes No N/A 15 Silt Fence/Silt Soxx 16 Check Dams 17 Straw Bale Dikes 18 Sand Bags 19 Earth Dikes 20H 1 Other General Action items: Photos Attached'? Other Notes: Signature: NEWYORX Department of STATE OF OP RORTU i°ryEnvironmental Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES From CONSTRUCTION ACTIVITY Permit No. GP-0-15-002 Issued Pursuant to Article 17, Titles 7, 8 and Article 70 of the Environmental Conservation Law Effective Date: January 29, 2015 Expiration Date: January 28, 2020 John J. Ferguson Chief Permit Administrator 1 / 12 / 15 Atrt ori ed Si nature Date Address: NYS DEC Division of Environmental Permits 625 Broadway, 4th Floor Albany, N.Y. 12233-1750 PREFACE Pursuant to Section 402 of the Clean Water Act ("CWK), stormwater discharges from certain construction activities are unlawful unless they are authorized by a National Pollutant Discharge Elimination System ("NPDES') permit or by a state permit program. New York's State Pollutant Discharge Elimination System ("SPDES') is a NPDES- approved program with permits issued in accordance with the Environmental Conservation Law ("ECL'). This general permit ("permit") is issued pursuant to Article 17, Titles 7, 8 and Article 70 of the ECL. An owner or operator may obtain coverage under this permit by submitting a Notice of Intent ("NOI") to the Department. Copies of this permit and the NOI for New York are available by calling (518) 402-8109 or at any New York State Department of Environmental Conservation ("the Department") regional office (see Appendix G).They are also available on the Department's website at: http://www.dec.ny.gov/ An owner or operator of a construction activity that is eligible for coverage under this permit must obtain coverage prior to the commencement of construction activity. Activities that fit the definition of "construction activity', as defined under 40 CFR 122.26(b)(14)(x), (15)(i), and (15)(ii), constitute construction of a point source and therefore, pursuant to Article 17-0505 of the ECL, the owner or operator must have coverage under a SPDES permit prior to commencing construction activity. They cannot wait until there is an actual discharge from the construction site to obtain permit coverage. *Note: The italicized words/phrases within this permit are defined in Appendix A. I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES Part 1. PERMIT COVERAGE AND LIMITATIONS..............................................................1 A. Permit Application .................................................................................................1 B. Effluent Limitations Applicable to Discharges from Construction Activities ...........1 C. Post-construction Stormwater Management Practice Requirements....................4 D. Maintaining Water Quality.....................................................................................8 E, Eligibility Under This General F. Activities Which Are Ineligible for Coverage Under This General Permit..............9 Part 11. OBTAINING PERMIT COVERAGE .....................................................................12 A. Notice of Intent (NOI) Submittal ..........................................................................12 B. Permit Authorization............................................................................................13 C. General Requirements For Owners or Operators With Permit Coverage ...........15 D. Permit Coverage for Discharges Authorized Under - -1 -001 .......................17 E. Change of Owner or Operator.............................................................................17 Part Ill. STORMWATER POLLUTION PREVENTION PLAN (SWPPP).............. ...__18 A. General SWPPP Requirements..........................................................................18 B� Required SWPPP Contents ... .....................................__...__20 C. Required SWPPP Components by Project Type.................................................23 Part I . INSPECTION AND MAINTENANCE REQUIREMENTS..................................... 4 A. General Construction Site Inspection and Maintenance Requirements ..............24 & Contractor Maintenance Inspection Requirements .............................................2 C. Qualified Inspector Inspection Requirements......................................................24 Part V. TERMINATION OF PERMIT COVERAGE...........................................................2 A. Termination of Permit Coverage .........................................................................28 Part I. REPORTING AND RETENTION OF RECORDS................................................30 A. Record Retention ................................................................................................30 B. Addresses...........................................................................................................30 Part VII. STANDARD PERMIT CONDITIONS.................................................................31 A. Duty to Comply....................................................................................................31 B. Continuation of the Expired General Permit........................................................31 C. Enforcement........................................................................................................31 D. Need to Halt or Reduce Activity Not a Defense...................................................31 E. Duty to Mitigate ...................................................................................................32 F. Duty to Provide Information.................................................................................32 G. Other Information ................................................................................................32 H. Signatory Requirements......................................................................................32 I. Property Rights.......................................................................................................34 J. Severability.............................................................................................................34 K. Requirement to Obtain Coverage Under an Alternative Permit...........................34 L. Proper Operation and Maintenance....................................................................35 M. Inspection and Entry ...........................................................................................35 N. Permit Actions.....................................................................................................36 O. Definitions ...........................................................................................................36 P. Re-Opener Clause ..............................................................................................36 11 Q. Penalties for Falsification of Forms and Reports.................................................3 R. Other Permits......................................................................................................36 APPENDIXA....................................................................................................................37 APPENDIXB....................................................................................................................44 APPENDIXC ...................................................................................................................46 APPENDIXD ...................................................................................................................52 APPENDIXE....................................................................................................................53 .................................... ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..............55 (Part 1) Part I. PERMIT COVERAGE AND LIMITATIONS A. Permit Application This permit authorizes stormwater discharges to surface waters of the State from the following construction activities identified within 40 CFR Parts 122.26(b)(14)(x), 122.26(b)(15)(i) and 122.26(b)(15)(ii), provided all of the eligibility provisions of this permit are met: . Construction activities involving soil disturbances of one (1) or more acres; including disturbances of less than one acre that are part of a larger common plan of development or sale that will ultimately disturb one or more acres of land; excluding routine maintenance activity that is performed to maintain the original line and grade, hydraulic capacity or original purpose of a facility; . Construction activities involving soil disturbances of less than one (1) acre where the Department has determined that a SPDES permit is required for stormwater discharges based on the potential for contribution to a violation of a water quality standard or for significant contribution of pollutants to surface waters of the State. . Construction activities located in the watershed(s) identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. B. Effluent Limitations Applicable to Discharges from Construction Activities Discharges authorized by this permit must achieve, at a minimum, the effluent limitations in Part I.B.I. (a)— (f)of this permit. These limitations represent the degree of effluent reduction attainable by the application of best practicable technology currently available._ I. Erosion and Sediment Control Requirements - The owner or operator must select, design, install, implement and maintain control measures to minimize the discharge of pollutants and prevent a violation of the water quality standards. The selection, design, installation, implementation, and maintenance of these control measures must meet the non-numeric effluent limitations in Part 1.B.1.(a) — (f) of this permit and be in accordance with the New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005, using sound engineering judgment. Where control measures are not designed in conformance with the design criteria included in the technical standard, the owner or operator must include in the Stormwater Pollution Prevention Plan ("SWPPP") the reason(s) for the deviation or alternative design and provide information 1 (Part 1.B.1) which demonstrates that the deviation or alternative design is equivalent to the technical standard. a. Erosion and Sediment Controls. Design, install and maintain effective erosion and sediment controls to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such controls must be designed, installed and maintained to: (i) Minimize soil erosion through application of runoff control and soil stabilization control measure to minimize pollutant discharges; (ii) Control stormwater discharges to minimize channel and streambank erosion and scour in the immediate vicinity of the discharge points; (iii) Minimize the amount of soil exposed during construction activity; (iv) Minimize the disturbance of steep slopes; (v) Minimize sediment discharges from the site; (vi) Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas and maximize stormwater infiltration to reduce pollutant discharges, unless infeasible; (vii) Minimize soil compaction. Minimizing soil compaction is not required where the intended function of a specific area of the site dictates that it be compacted; and (viii) Unless infeasible, preserve a sufficient amount of topsoil to complete soil restoration and establish a uniform, dense vegetative cover. b. Soil Stabilization. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within fourteen (14) days from the date the current soil disturbance activity ceased. For construction sites that directly discharge to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. See Appendix A for definition of Temporarily Ceased. c. Dewatering. Discharges from dewatering activities, including discharges 2 (Part 1.B.1.c) from dewatering of trenches and excavations, must be managed by appropriate control measures. d. Pollution Prevention Measures. Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants and prevent a violation of the water quality standards. At a minimum, such measures must be designed, installed, implemented and maintained to: (i) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. This applies to washing operations that use clean water only. Soaps, detergents and solvents cannot be used; (ii) Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste and other materials present on the site to precipitation and to stormwater. Minimization of exposure is not required in cases where the exposure to precipitation and to stormwater will not result in a discharge of pollutants, or where exposure of a specific material or product poses little risk of stormwater contamination (such as final products and materials intended for outdoor use) ; and (iii) Prevent the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures. e. Prohibited Discharges. The following discharges are prohibited: (i) Wastewater from washout of concrete; (ii) Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials; (iii) Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; (iv) Soaps or solvents used in vehicle and equipment washing; and (v) Toxic or hazardous substances from a spill or other release. f. Surface Outlets. When discharging from basins and impoundments, the outlets shall be designed, constructed and maintained in such a manner that sediment does not leave the basin or impoundment and that erosion 3 (Part I.C.2.c.i) (i) Water Quality Volume (WQv): The WQv treatment objective for redevelopment activity shall be addressed by one of the following options. Redevelopment activities located in an Enhanced Phosphorus Removal Watershed (see Part III.6.3. and Appendix C of this permit) shall calculate the WQv in accordance with Section 10.3 of the Design Manual. All other redevelopment activities shall calculate the WQv in accordance with Section 4.2 of the Design Manual. (1) Reduce the existing impervious cover by a minimum of 25% of the total disturbed, impervious area. The Soil Restoration criteria in Section 5.1.6 of the Design Manual must be applied to all newly created pervious areas, or (2) Capture and treat a minimum of 25% of the WQv from the disturbed, impervious area by the application of standard SMPs; or reduce 25% of the WQv from the disturbed, impervious area by the application of RR techniques or standard SMPs with RRv capacity., or (3) Capture and treat a minimum of 75% of the WQv from the disturbed, impervious area as well as any additional runoff from tributary areas by application of the alternative practices discussed in Sections 9.3 and 9.4 of the Design Manual., or (4) Application of a combination of 1, 2 and 3 above that provide a weighted average of at least two of the above methods. Application of this method shall be in accordance with the criteria in Section 9.2.1(B) (IV) of the Design Manual. If there is an existing post-construction stormwater management practice located on the site that captures and treats runoff from the impervious area that is being disturbed, the WQv treatment option selected must, at a minimum, provide treatment equal to the treatment that was being provided by the existing practice(s) if that treatment is greater than the treatment required by options 1 — 4 above. (ii) Channel Protection Volume (Cpv): Not required if there are no changes to hydrology that increase the discharge rate from the project site. (iii) Overbank Flood Control Criteria (Qp): Not required if there are no changes to hydrology that increase the discharge rate from the project site. 7 (Part 1.B.1.f) at or below the outlet does not occur. C. Post-construction Stormwater Management Practice Requirements 1. The owner or operator of a construction activity that requires post- construction stormwater management practices pursuant to Part III.C. of this permit must select, design, install, and maintain the practices to meet the performance criteria in the New York State Stormwater Management Design Manual ("Design Manual"), dated January 2015, using sound engineering judgment. Where post-construction stormwater management practices ("SMPs") are not designed in conformance with the performance criteria in the Design Manual, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. 2. The owner or operator of a construction activity that requires post- construction stormwater management practices pursuant to Part III.C. of this permit must design the practices to meet the applicable sizing criteria in Part I.C.2.a., b., c. or d. of this permit. a. Sizing Criteria for New Development (i) Runoff Reduction Volume ("RRv"): Reduce the total Water Quality Volume ("WQv") by application of RR techniques and standard SMPs with RRv capacity. The total WQv shall be calculated in accordance with the criteria in Section 4.2 of the Design Manual. (ii) Minimum RRv and Treatment of Remaining Total WQv: Construction activities that cannot meet the criteria in Part I.C.2.a.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or standard SMP with RRv capacity unless infeasible. The specific site limitations that prevent the reduction of 100% of the WQv shall be documented in the SWPPP. For each impervious area that is not directed to a RR technique or standard SMP with RRv capacity, the SWPPP must include documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the Minimum RRv as calculated using the criteria in Section 4.3 of the Design Manual. The remaining portion of the total WQv 4 (Part I.C.2.a.ii) that cannot be reduced shall be treated by application of standard SMPs. (iii) Channel Protection Volume ("Cpv"): Provide 24 hour extended detention of the post-developed 1-year, 24-hour storm event; remaining after runoff reduction. The Cpv requirement does not apply when: (1) Reduction of the entire Cpv is achieved by application of runoff reduction techniques or infiltration systems, or (2) The site discharges directly to tidal waters, or fifth order or larger streams. (iv) Overbank Flood Control Criteria ("Qp"): Requires storage to attenuate the post-development 10-year, 24-hour peak discharge rate (Qp) to predevelopment rates. The Qp requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. (v) Extreme Flood Control Criteria ("Qf"): Requires storage to attenuate the post-development 100-year, 24-hour peak discharge rate (Qf) to predevelopment rates. The Qf requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. b. Sizing Criteria for New Development in Enhanced Phosphorus Removal Watershed (i) Runoff Reduction Volume (RRv): Reduce the total Water Quality Volume (WQv) by application of RR techniques and standard SMPs with RRv capacity. The total WQv is the runoff volume from the 1-year, 24 hour design storm over the post-developed watershed and shall be calculated in accordance with the criteria in Section 10.3 of the Design Manual. (ii) Minimum RRv and Treatment of Remaining Total WQv: Construction activities that cannot meet the criteria in Part I.C.2.b.(i) of this permit due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or 5 (Part I.C.2.b.ii) standard SMP with RRv capacity unless infeasible. The specific site limitations that prevent the reduction of 100% of the WQv shall be documented in the SWPPP. For each impervious area that is not directed to a RR technique or standard SMP with RRv capacity, the SWPPP must include documentation which demonstrates that all options were considered and for each option explains why it is considered infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the Minimum RRv as calculated using the criteria in Section 10.3 of the Design Manual. The remaining portion of the total WQv that cannot be reduced shall be treated by application of standard SMPs. (iii) Channel Protection Volume (Cpv): Provide 24 hour extended detention of the post-developed 1-year, 24-hour storm event; remaining after runoff reduction. The Cpv requirement does not apply when: (1) Reduction of the entire Cpv is achieved by application of runoff reduction techniques or infiltration systems, or (2) The site discharges directly to tidal waters, or fifth order or larger streams. (iv) Overbank Flood Control Criteria (Qp): Requires storage to attenuate the post-development 10-year, 24-hour peak discharge rate (Qp) to predevelopment rates. The Qp requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. (v) Extreme Flood Control Criteria (Qf): Requires storage to attenuate the post-development 100-year, 24-hour peak discharge rate (Qf) to predevelopment rates. The Qf requirement does not apply when: (1) the site discharges directly to tidal waters or fifth order or larger streams, or (2) A downstream analysis reveals that overbank control is not required. c. Sizing Criteria for Redevelopment Activity 6 (Part I.C.2.c.iv) (iv) Extreme Flood Control Criteria (Qf): Not required if there are no changes to hydrology that increase the discharge rate from the project site. d. Sizing Criteria for Combination of Redevelopment Activity and New Development Construction projects that include both New Development and Redevelopment Activity shall provide post-construction stormwater management controls that meet the sizing criteria calculated as an aggregate of the Sizing Criteria in Part I.C.2.a. or b. of this permit for the New Development portion of the project and Part I.C.2.c of this permit for Redevelopment Activity portion of the project. D. Maintaining Water Quality The Department expects that compliance with the conditions of this permit will control discharges necessary to meet applicable water quality standards. It shall be a violation of the ECL for any discharge to either cause or contribute to a violation of water quality standards as contained in Parts 700 through 705 of Title 6 of the Official Compilation of Codes, Rules and Regulations of the State of New York, such as: I. There shall be no increase in turbidity that will cause a substantial visible contrast to natural conditions; . There shall be no increase in suspended, colloidal or settleable solids that will cause deposition or impair the waters for their best usages; and . There shall be no residue from oil and floating substances, nor visible oil film, nor globules of grease. If there is evidence indicating that the stormwater discharges authorized by this permit are causing, have the reasonable potential to cause, or are contributing to a violation of the water quality standards; the owner or operator must take appropriate corrective action in accordance with Part IV.C.5. of this general permit and document in accordance with Part IV.C.4. of this general permit. To address the water quality standard violation the owner or operator may need to provide additional information, include and implement appropriate controls in the SWPPP to correct the problem, or obtain an individual SPDES permit. If there is evidence indicating that despite compliance with the terms and conditions of this general permit it is demonstrated that the stormwater discharges authorized by this permit are causing or contributing to a violation of water quality standards, or 8 (Part LD) if the Department determines that a modification of the permit is necessary to prevent a violation of water quality standards, the authorized discharges will no longer be eligible for coverage under this permit. The Department may require the owner or operator to obtain an individual SPDES permit to continue discharging. E. Eligibility Under This General Permit I. This permit may authorize all discharges of stormwater from construction activity to surface waters of the State and groundwaters except for ineligible discharges identified under subparagraph F. of this Part. . Except for non-stormwater discharges explicitly listed in the next paragraph, this permit only authorizes stormwater discharges from construction activities. . Notwithstanding paragraphs E.1 and E.2 above, the following non- stormwater discharges may be authorized by this permit: discharges from firefighting activities; fire hydrant flushings; waters to which cleansers or other components have not been added that are used to wash vehicles or control dust in accordance with the SWPPP, routine external building washdown which does not use detergents; pavement washwaters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used; air conditioning condensate; uncontaminated groundwater or spring water; uncontaminated discharges from construction site de-watering operations; and foundation or footing drains where flows are not contaminated with process materials such as solvents. For those entities required to obtain coverage under this permit, and who discharge as noted in this paragraph, and with the exception of flows from firefighting activities, these discharges must be identified in the SWPPP. Under all circumstances, the owner or operator must still comply with water quality standards in Part LD of this permit. 4. The owner or operator must maintain permit eligibility to discharge under this permit. Any discharges that are not compliant with the eligibility conditions of this permit are not authorized by the permit and the owner or operator must either apply for a separate permit to cover those ineligible discharges or take steps necessary to make the discharge eligible for coverage. F. Activities Which Are Ineligible for Coverage Under This General Permit All of the following are not authorized by this permit: 9 (Part LF) I. Discharges after construction activities have been completed and the site has undergone final stabilization; 2. Discharges that are mixed with sources of non-stormwater other than those expressly authorized under subsection E.3. of this Part and identified in the SWPPP required by this permit; 3. Discharges that are required to obtain an individual SPDES permit or another SPDES general permit pursuant to Part VII.K. of this permit; 4. Construction activities or discharges from construction activities that may adversely affect an endangered or threatened species unless the owner or operator has obtained a permit issued pursuant to 6 NYCRR Part 182 for the project or the Department has issued a letter of non-jurisdiction for the project. All documentation necessary to demonstrate eligibility shall be maintained on site in accordance with Part II.C.2 of this permit. 5. Discharges which either cause or contribute to a violation of water quality standards adopted pursuant to the ECL and its accompanying regulations; 6. Construction activities for residential, commercial and institutional projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA-s; and b. Which disturb one or more acres of land with no existing impervious cover, and c. Which are undertaken on land with a Soil Slope Phase that is identified as an E or F, or the map unit name is inclusive of 25% or greater slope, on the United States Department of Agriculture ("USDA") Soil Survey for the County where the disturbance will occur. 7. Construction activities for linear transportation projects and linear utility projects: a. Where the discharges from the construction activities are tributary to waters of the state classified as AA or AA-s; and b. Which disturb two or more acres of land with no existing impervious cover, and c. Which are undertaken on land with a Soil Slope Phase that is identified as an E or F, or the map unit name is inclusive of 25% or greater slope, on the USDA Soil Survey for the County where the disturbance will occur. 10 (Part I.F.8) 8. Construction activities that have the potential to affect an historic property, unless there is documentation that such impacts have been resolved. The following documentation necessary to demonstrate eligibility with this requirement shall be maintained on site in accordance with Part II.C.2 of this permit and made available to the Department in accordance with Part VII.F of this permit: a. Documentation that the construction activity is not within an archeologically sensitive area indicated on the sensitivity map, and that the construction activity is not located on or immediately adjacent to a property listed or determined to be eligible for listing on the National or State Registers of Historic Places, and that there is no new permanent building on the construction site within the following distances from a building, structure, or object that is more than 50 years old, or if there is such a new permanent building on the construction site within those parameters that NYS Office of Parks, Recreation and Historic Preservation (OPRHP), a Historic Preservation Commission of a Certified Local Government, or a qualified preservation professional has determined that the building, structure, or object more than 50 years old is not historically/archeologically significant. ■ 1-5 acres of disturbance - 20 feet ■ 5-20 acres of disturbance - 50 feet ■ 20+ acres of disturbance - 100 feet, or b. DEC consultation form sent to OPRHP, and copied to the NYS DEC Agency Historic Preservation Officer (APO), and (i) the State Environmental Quality Review (SEAR) Environmental Assessment Form (EAF) with a negative declaration or the Findings Statement, with documentation of OPRHP's agreement with the resolution; or (ii) documentation from OPRHP that the construction activity will result in No Impact; or (iii) documentation from OPRHP providing a determination of No Adverse Impact; or (iv) a Letter of Resolution signed by the owner/operator, OPRHP and the DEC APO which allows for this construction activity to be eligible for coverage under the general permit in terms of the State Historic Preservation Act (SHPA); or c. Documentation of satisfactory compliance with Section 106 of the National Historic Preservation Act for a coterminous project area: (i) No Affect (ii) No Adverse Affect 11 (Part I.F.8.c.iii) (iii) Executed Memorandum of Agreement, or d. Documentation that: (i) SHPA Section 14.09 has been completed by NYS DEC or another state agency. 9. Discharges from construction activities that are subject to an existing SPDES individual or general permit where a SPDES permit for construction activity has been terminated or denied; or where the owner or operator has failed to renew an expired individual permit. Part II. OBTAINING PERMIT COVERAGE A.Notice of Intent (NOI) Submittal 1. An owner or operator of a construction activity that is not subject to the requirements of a regulated, traditional land use control MS4 must first prepare a SWPPP in accordance with all applicable requirements of this permit and then submit a completed NOI form to the Department in order to be authorized to discharge under this permit. An owner or operator shall use either the electronic (eNO1) or paper version of the NOI that the Department prepared. Both versions of the NO1 are located on the Department's website (http://w .dec.ny.gov/ ). The paper version of the NOI shall be signed in accordance with Part VII.H. of this permit and submitted to the following address. NOTICE OF INTENT NYS DEC, Bureau of Water Permits 625 Broadway, 4t" Floor Albany, New York 12233-3505 2. An owner or operator of a construction activity that is subject to the requirements of a regulated, traditional land use control MS4 must first prepare a SWPPP in accordance with all applicable requirements of this permit and then have its SWPPP reviewed and accepted by the regulated, traditional land use control MS4 prior to submitting the NOI to the Department. The owner or operator shall have the "MS4 SWPPP Acceptance" form signed in accordance with Part VII.H., and then submit that form along with a completed NOI to the Department. An owner or operator shall use either the electronic (eNO1) or paper version of the NOI. The paper version of the NOI shall be signed in accordance with Part VII.H. of this permit and submitted to the address in Part II.A.1. 12 (Part II.A.2) The requirement for an owner or operator to have its SWPPP reviewed and accepted by the MS4 prior to submitting the NOI to the Department does not apply to an owner or operator that is obtaining permit coverage in accordance with the requirements in Part II.E. (Change of Owner or Operator) or where the owner or operator of the construction activity is the regulated, traditional land use control MS4. 3. The owner or operator shall have the SWPPP preparer sign the "SWPPP Preparer Certification" statement on the NOI prior to submitting the form to the Department. 4. As of the date the NOI is submitted to the Department, the owner or operator shall make the NOI and SWPPP available for review and copying in accordance with the requirements in Part VII.F. of this permit. B. Permit Authorization °I. An owner or operator shall not commence construction activity until their authorization to discharge under this permit goes into effect. 2. Authorization to discharge under this permit will be effective when the owner or operator has satisfied all of the following criteria: a. project review pursuant to the State Environmental Quality Review Act ("SEQRA") have been satisfied, when SEQRA is applicable. See the Department's website (http://www.dec.ny.go ) for more information, b. where required, all necessary Department permits subject to the Uniform Procedures Act ("UPA') (see 6 NYCRR Part 621) have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). Owners or operators of construction activities that are required to obtain UPA permits must submit a preliminary SWPPP to the appropriate DEC Permit Administrator at the Regional Office listed in Appendix F at the time all other necessary UPA permit applications are submitted. The preliminary SWPPP must include sufficient information to demonstrate that the construction activity qualifies for authorization under this permit, c. the final SWPPP has been prepared, and d. a complete NOI has been submitted to the Department in accordance with the requirements of this permit. 3. An owner oroperatorthat has satisfied the requirements of Part II.6.2 above 13 (Part II.6.3) will be authorized to discharge stormwater from their construction activity in accordance with the following schedule: a. For construction activities that are not subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives a complete electronic version of the NOI (eNO1) for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.6.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that require post-construction stormwater management practices pursuant to Part III.C.; or (ii) Sixty (60) business days from the date the Department receives a complete NOI (electronic or paper version) for construction activities with a SWPPP that has not been prepared in conformance with the design criteria in technical standard referenced in Part III.B.1. or, for construction activities that require post-construction stormwater management practices pursuant to Part III.C., the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, or; (iii) Ten (10) business days from the date the Department receives a complete paper version of the NOI for construction activities with a SWPPP that has been prepared in conformance with the design criteria in the technical standard referenced in Part III.6.1 and the performance criteria in the technical standard referenced in Parts III.B., 2 or 3, for construction activities that require post- construction stormwater management practices pursuant to Part III.C. b. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4: (i) Five (5) business days from the date the Department receives both a complete electronic version of the NOI (eNO1) and signed "MS4 SWPPP Acceptance" form, or (ii) Ten (10) business days from the date the Department receives both a complete paper version of the NOI and signed "MS4 SWPPP Acceptance" form. 4. The Department may suspend or deny an owner's or operator's coverage 14 (Part II.6.4) under this permit if the Department determines that the SWPPP does not meet the permit requirements. In accordance with statute, regulation, and the terms and conditions of this permit, the Department may deny coverage under this permit and require submittal of an application for an individual SPDES permit based on a review of the NOI or other information pursuant to Part II. 5. Coverage under this permit authorizes stormwater discharges from only those areas of disturbance that are identified in the NOI. If an owner or operator wishes to have stormwater discharges from future or additional areas of disturbance authorized, they must submit a new NOI that addresses that phase of the development, unless otherwise notified by the Department. The owner or operator shall not commence construction activity on the future or additional areas until their authorization to discharge under this permit goes into effect in accordance with Part II.B. of this permit. C. General Requirements For Owners or Operators With Permit Coverage . The owner or operator shall ensure that the provisions of the SWPPP are implemented from the commencement of construction activity until all areas of disturbance have achieved final stabilization and the Notice of Termination ("NOT") has been submitted to the Department in accordance with Part V. of this permit. This includes any changes made to the SWPPP pursuant to Part III.A.4. of this permit. . The owner or operator shall maintain a copy of the General Permit (GP-0- 15-002), NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form, inspection reports, and all documentation necessary to demonstrate eligibility with this permit at the construction site until all disturbed areas have achieved final stabilization and the NOT has been submitted to the Department. The documents must be maintained in a secure location, such as a job trailer, on-site construction office, or mailbox with lock. The secure location must be accessible during normal business hours to an individual performing a compliance inspection. ; . The owner or operator of a construction activity shall not disturb greater than five (5) acres of soil at any one time without prior written authorization from the Department or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity). At a minimum, the owner or operator must comply with the following requirements in order to be authorized to disturb greater than five (5) acres of soil at any one time: a. The owner or operator shall 15 (Part II.C.3.a) have a qualified inspector conduct at least two (2) site inspections in accordance with Part IV.C. of this permit every seven (7) calendar days, for as long as greater than five (5) acres of soil remain disturbed. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. b. In areas where soil disturbance activity has temporarily or permanently ceased, the application of soil stabilization measures must be initiated by the end of the next business day and completed within seven (7) days from the date the current soil disturbance activity ceased. The soil stabilization measures selected shall be in conformance with the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005. c. The owner oroperatorshall prepare a phasing plan that defines maximum disturbed area per phase and shows required cuts and fills. d. The owner or operator shall install any additional site specific practices needed to protect water quality. e. The owner or operator shall include the requirements above in their SWPPP. 4. In accordance with statute, regulations, and the terms and conditions of this permit, the Department may suspend or revoke an owner's or operator's coverage under this permit at any time if the Department determines that the SWPPP does not meet the permit requirements. Upon a finding of significant non-compliance with the practices described in the SWPPP or violation of this permit, the Department may order an immediate stop to all activity at the site until the non-compliance is remedied. The stop work order shall be in writing, describe the non-compliance in detail, and be sent to the owner or operator. 5. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4, the owner or operator shall notify the regulated, traditional land use control MS4 in writing of any planned amendments or modifications to the post-construction stormwater management practice component of the SWPPP required by Part III.A. 4. and 5. of this permit. Unless otherwise notified by the regulated, traditional land use control MS4, the owner or operator shall have the SWPPP amendments or modifications reviewed and accepted by the regulated, traditional land use control MS4 prior to commencing construction of the post-construction stormwater management practice 16 (Part ILD) D. Permit Coverage for Discharges Authorized Under GP-0-10-001 1. Upon renewal of SPDES General Permit for Stormwater Discharges from Construction Activity (Permit No. GP-0-10-001), an owner or operator of a construction activity with coverage under GP-0-10-001, as of the effective date of GP-0-15-002, shall be authorized to discharge in accordance with GP-0-15-002, unless otherwise notified by the Department. An owner or operator may continue to implement the technical/design components of the post-construction stormwater management controls provided that such design was done in conformance with the technical standards in place at the time of initial project authorization. However, they must comply with the other, non-design provisions of GP-0-15-002. E. Change of Owner or Operator 2. When property ownership changes or when there is a change in operational control over the construction plans and specifications, the original owner or operator must notify the new owner or operator, in writing, of the requirement to obtain permit coverage by submitting a NOI with the Department. Once the new owner or operator obtains permit coverage, the original owner or operator shall then submit a completed NOT with the name and permit identification number of the new owner or operator to the Department at the address in Part I I.A.1. of this permit. If the original owner or operator maintains ownership of a portion of the construction activity and will disturb soil, they must maintain their coverage under the permit. Permit coverage for the new owner or operatorwill be effective as of the date the Department receives a complete NOI, provided the original owner or operatorwas not subject to a sixty(60) business day authorization period that has not expired as of the date the Department receives the NOI from the new owner or operator. 17 (Part III) Part III. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) A. General SWPPP Requirements . A SWPPP shall be prepared and implemented by the owner or operator of each construction activity covered by this permit. The SWPPP must document the selection, design, installation, implementation and maintenance of the control measures and practices that will be used to meet the effluent limitations in Part I.B. of this permit and where applicable, the post-construction stormwater management practice requirements in Part I.C. of this permit. The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be submitted to the Department prior to the commencement of construction activity. A copy of the completed, final NOI shall be included in the SWPPP. The SWPPP shall describe the erosion and sediment control practices and where required, post-construction stormwater management practices that will be used and/or constructed to reduce the pollutants in stormwater discharges and to assure compliance with the terms and conditions of this permit. In addition, the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the quality of stormwater discharges. 8. All SWPPPs that require the post-construction stormwater management practice component shall be prepared by a qualified professional that is knowledgeable in the principles and practices of stormwater management and treatment. 4. The owner or operator must keep the SWPPP current so that it at all times accurately documents the erosion and sediment controls practices that are being used or will be used during construction, and all post-construction stormwater management practices that will be constructed on the site. At a minimum, the owner or operator shall amend the SWPPP: a. whenever the current provisions prove to be ineffective in minimizing pollutants in stormwater discharges from the site; b. whenever there is a change in design, construction, or operation at the construction site that has or could have an effect on the discharge of pollutants; and c. to address issues or deficiencies identified during an inspection by the qualified inspector, the Department or other regulatory authority. . The Department may notify the owner or operator at any time that the 18 (Part III.A.5) SWPPP does not meet one or more of the minimum requirements of this permit. The notification shall be in writing and identify the provisions of the SWPPP that require modification. Within fourteen (14) calendar days of such notification, or as otherwise indicated by the Department, the owner or operator shall make the required changes to the SWPPP and submit written notification to the Department that the changes have been made. If the owner or operator does not respond to the Department's comments in the specified time frame, the Department may suspend the owner's or operator's coverage under this permit or require the owner or operator to obtain coverage under an individual SPDES permit in accordance with Part II.C.4. of this permit. 6. Prior to the commencement of construction activity, the owner or operator must identify the contractor(s) and subcontractor(s) that will be responsible for installing, constructing, repairing, replacing, inspecting and maintaining the erosion and sediment control practices included in the SWPPP; and the contractor(s) and subcontractor(s) that will be responsible for constructing the post-construction stormwater management practices included in the SWPPP. The owner or operator shall have each of the contractors and subcontractors identify at least one person from their company that will be responsible for implementation of the SWPPP. This person shall be known as the trained contractor. The owner or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: "I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations" In addition to providing the certification statement above, the certification page must also identify the specific elements of the SWPPP that each contractor and subcontractor will be responsible for and include the name and title of the person providing the signature; the name and title of the 19 (Part III.A.6) trained contractor responsible for SWPPP implementation; the name, address and telephone number of the contracting firm; the address (or other identifying description) of the site; and the date the certification statement is signed. The owner or operator shall attach the certification statement(s) to the copy of the SWPPP that is maintained at the construction site. If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced, they must also sign the certification statement and provide the information listed above. 7. For projects where the Department requests a copy of the SWPPP or inspection reports, the owner or operator shall submit the documents in both electronic (PDF only) and paper format within five (5) business days, unless otherwise notified by the Department. B. Required SWPPP Contents I. Erosion and sediment control component - All SWPPPs prepared pursuant to this permit shall include erosion and sediment control practices designed in conformance with the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005. Where erosion and sediment control practices are not designed in conformance with the design criteria included in the technical standard, the owner or operator must demonstrate equivalence to the technical standard. At a minimum, the erosion and sediment control component of the SWPPP shall include the following: a. Background information about the scope of the project, including the location, type and size of project; b. A site map/construction drawing(s) for the project, including a general location map. At a minimum, the site map shall show the total site area; all improvements; areas of disturbance; areas that will not be disturbed; existing vegetation; on-site and adjacent off-site surface water(s); flood plain/floodway boundaries; wetlands and drainage patterns that could be affected by the construction activity; existing and final contours ; locations of different soil types with boundaries; material, waste, borrow or equipment storage areas located on adjacent properties; and location(s) of the stormwater discharge(s); c. A description of the soil(s) present at the site, including an identification of the Hydrologic Soil Group (HSG); d. A construction phasing plan and sequence of operations describing the intended order of construction activities, including clearing and grubbing, excavation and grading, utility and infrastructure installation and any other 20 (Part III.B.1.d) activity at the site that results in soil disturbance; e. A description of the minimum erosion and sediment control practices to be installed or implemented for each construction activity that will result in soil disturbance. Include a schedule that identifies the timing of initial placement or implementation of each erosion and sediment control practice and the minimum time frames that each practice should remain in place or be implemented; f. A temporary and permanent soil stabilization plan that meets the requirements of this general permit and the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005, for each stage of the project, including initial land clearing and grubbing to project completion and achievement of final stabilization; g. A site map/construction drawing(s) showing the specific location(s), size(s), and length(s) of each erosion and sediment control practice; h. The dimensions, material specifications, installation details, and operation and maintenance requirements for all erosion and sediment control practices. Include the location and sizing of any temporary sediment basins and structural practices that will be used to divert flows from exposed soils; i. A maintenance inspection schedule for the contractor(s) identified in Part III.A.6. of this permit, to ensure continuous and effective operation of the erosion and sediment control practices. The maintenance inspection schedule shall be in accordance with the requirements in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005; j. A description of the pollution prevention measures that will be used to control litter, construction chemicals and construction debris from becoming a pollutant source in the stormwater discharges; k. A description and location of any stormwater discharges associated with industrial activity other than construction at the site, including, but not limited to, stormwater discharges from asphalt plants and concrete plants located on the construction site; and I. Identification of any elements of the design that are not in conformance with the design criteria in the technical standard, New York State Standards and Specifications for Erosion and Sediment Control, dated August 2005. Include the reason for the deviation or alternative design 21 (Part III.B.1.1) and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. . Post-construction stormwater management practice component — The owner or operator of any construction project identified in Table 2 of Appendix B as needing post-construction stormwater management practices shall prepare a SWPPP that includes practices designed in conformance with the applicable sizing criteria in Part I.C.2.a., c. or d. of this permit and the performance criteria in the technical standard, New York State Stormwater Management Design Manual dated January 2015 Where post-construction stormwater management practices are not designed in conformance with the performance criteria in the technical standard, the owner or operator must include in the SWPPP the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the technical standard. The post-construction stormwater management practice component of the SWPPP shall include the following: a. Identification of all post-construction stormwater management practices to be constructed as part of the project. Include the dimensions, material specifications and installation details for each post-construction stormwater management practice; b. A site map/construction drawing(s) showing the specific location and size of each post-construction stormwater management practice; c. A Stormwater Modeling and Analysis Report that includes: (i) Map(s) showing pre-development conditions, including watershed/subcatchments boundaries, flow paths/routing, and design points; (ii) Map(s) showing post-development conditions, including watershed/subcatchments boundaries, flow paths/routing, design points and post-construction stormwater management practices; (iii) Results of stormwater modeling (i.e. hydrology and hydraulic analysis) for the required storm events. Include supporting calculations (model runs), methodology, and a summary table that compares pre and post-development runoff rates and volumes for the different storm events; (iv) Summary table, with supporting calculations, which demonstrates 22 (Part III.B.2.c.iv) that each post-construction stormwater management practice has been designed in conformance with the sizing criteria included in the Design Manual; (v) Identification of any sizing criteria that is not required based on the requirements included in Part I.C. of this permit; and (vi) Identification of any elements of the design that are not in conformance with the performance criteria in the Design Manual. Include the reason(s) for the deviation or alternative design and provide information which demonstrates that the deviation or alternative design is equivalent to the Design Manual; d. Soil testing results and locations (test pits, borings); e. Infiltration test results, when required; and f. An operations and maintenance plan that includes inspection and maintenance schedules and actions to ensure continuous and effective operation of each post-construction stormwater management practice. The plan shall identify the entity that will be responsible for the long term operation and maintenance of each practice. 3. Enhanced Phosphorus Removal Standards - All construction projects identified in Table 2 of Appendix B that are located in the watersheds identified in Appendix C shall prepare a SWPPP that includes post- construction stormwater management practices designed in conformance with the applicable sizing criteria in Part I.C.2. b., c. or d. of this permit and the performance criteria, Enhanced Phosphorus Removal Standards included in the Design Manual. At a minimum, the post-construction stormwater management practice component of the SWPPP shall include items 2.a - 2.f. above. C. Required SWPPP Components by Project Type Unless otherwise notified by the Department, owners or operators of construction activities identified in Table 1 of Appendix B are required to prepare a SWPPP that only includes erosion and sediment control practices designed in conformance with Part II1.B.1 of this permit. Owners oroperators of the construction activities identified in Table 2 of Appendix B shall prepare a SWPPP that also includes post-construction stormwater management practices designed in conformance with Part III.B.2 or 3 of this permit. 23 (Part IV) Part IV. INSPECTION AND MAINTENANCE REQUIREMENTS A. General Construction Site Inspection and Maintenance Requirements . The owner or operator must ensure that all erosion and sediment control practices (including pollution prevention measures) and all post- construction stormwater management practices identified in the SWPPP are inspected and maintained in accordance with Part IV.B. and C. of this permit. 2. The terms of this permit shall not be construed to prohibit the State of New York from exercising any authority pursuant to the ECL, common law or federal law, or prohibit New York State from taking any measures, whether civil or criminal, to prevent violations of the laws of the State of New York, or protect the public health and safety and/or the environment. B. Contractor Maintenance Inspection Requirements I. The owner or operator of each construction activity identified in Tables 1 and 2 of Appendix B shall have a trained contractor inspect the erosion and sediment control practices and pollution prevention measures being implemented within the active work area daily to ensure that they are being maintained in effective operating condition at all times. If deficiencies are identified, the contractor shall begin implementing corrective actions within one business day and shall complete the corrective actions in a reasonable time frame. 2. For construction sites where soil disturbance activities have been temporarily suspended (e.g. winter shutdown) and temporary stabilization measures have been applied to all disturbed areas, the trained contractor can stop conducting the maintenance inspections. The trained contractor shall begin conducting the maintenance inspections in accordance with Part IV.B.1. of this permit as soon as soil disturbance activities resume. . For construction sites where soil disturbance activities have been shut down with partial project completion, the trained contractor can stop conducting the maintenance inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post-construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. C. Qualified Inspector Inspection Requirements 24 (Part IV.C) The owner or operator shall have a qualified inspector conduct site inspections in conformance with the following requirements: [Note: The trained contractor identified in Part III.A.6. and IV.B. of this permit cannot conduct the qualified inspector site inspections unless they meet the qualified inspector qualifications included in Appendix A. In order to perform these inspections, the trained contractor would have to be a: - licensed Professional Engineer, - Certified Professional in Erosion and Sediment Control (CPESC), - Registered Landscape Architect, or - someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided they have received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity]. 1. A qualified inspector shall conduct site inspections for all construction activities identified in Tables 1 and 2 of Appendix B, with the exception of: a. the construction of a single family residential subdivision with 25% or less impervious cover at total site build-out that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres and is not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; b. the construction of a single family home that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres and is not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E; c. construction on agricultural property that involves a soil disturbance of one (1) or more acres of land but less than five (5) acres; and d. construction activities located in the watersheds identified in Appendix D that involve soil disturbances between five thousand (5,000) square feet and one (1) acre of land. 2. Unless otherwise notified by the Department, the qualified inspector shall conduct site inspections in accordance with the following timetable: a. For construction sites where soil disturbance activities are on-going, the qualified inspector shall conduct a site inspection at least once every seven (7) calendar days. b. For construction sites where soil disturbance activities are on-going and 25 (Part IV.C.2.b) the owner or operator has received authorization in accordance with Part II.C.3 to disturb greater than five (5) acres of soil at any one time, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall be separated by a minimum of two (2) full calendar days. c. For construction sites where soil disturbance activities have been temporarily suspended (e.g. winter shutdown) and temporary stabilization measures have been applied to all disturbed areas, the qualified inspector shall conduct a site inspection at least once every thirty (30) calendar days. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior to reducing the frequency of inspections. d. For construction sites where soil disturbance activities have been shut down with partial project completion, the qualified inspector can stop conducting inspections if all areas disturbed as of the project shutdown date have achieved final stabilization and all post-construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational. The owner or operator shall notify the DOW Water (SPDES) Program contact at the Regional Office (see contact information in Appendix F) or, in areas under the jurisdiction of a regulated, traditional land use control MS4, the regulated, traditional land use control MS4 (provided the regulated, traditional land use control MS4 is not the owner or operator of the construction activity) in writing prior to the shutdown. If soil disturbance activities are not resumed within 2 years from the date of shutdown, the owner or operator shall have the qualified inspector perform a final inspection and certify that all disturbed areas have achieved final stabilization, and all temporary, structural erosion and sediment control measures have been removed; and that all post-construction stormwater management practices have been constructed in conformance with the SWPPP by signing the "Final Stabilization" and "Post-Construction Stormwater Management Practice" certification statements on the NOT. The owner or operator shall then submit the completed NOT form to the address in Part II.A.1 of this permit. e. For construction sites that directly discharge to one of the 303(d) segments listed in Appendix E or is located in one of the watersheds listed in Appendix C, the qualified inspector shall conduct at least two (2) site inspections every seven (7) calendar days. The two (2) inspections shall 26 (Part IV.C.2.e) be separated by a minimum of two (2) full calendar days. . At a minimum, the qualified inspector shall inspect all erosion and sediment control practices and pollution prevention measures to ensure integrity and effectiveness, all post-construction stormwater management practices under construction to ensure that they are constructed in conformance with the SWPPP, all areas of disturbance that have not achieved final stabilization, all points of discharge to natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site, and all points of discharge from the construction site. 4. The qualified inspector shall prepare an inspection report subsequent to each and every inspection. At a minimum, the inspection report shall include and/or address the following: a. Date and time of inspection; b. Name and title of person(s) performing inspection; c. A description of the weather and soil conditions (e.g. dry, wet, saturated) at the time of the inspection; d. A description of the condition of the runoff at all points of discharge from the construction site. This shall include identification of any discharges of sediment from the construction site. Include discharges from conveyance systems (i.e. pipes, culverts, ditches, etc.) and overland flow; e. A description of the condition of all natural surface waterbodies located within, or immediately adjacent to, the property boundaries of the construction site which receive runoff from disturbed areas. This shall include identification of any discharges of sediment to the surface waterbody; f. Identification of all erosion and sediment control practices and pollution prevention measures that need repair or maintenance; g. Identification of all erosion and sediment control practices and pollution prevention measures that were not installed properly or are not functioning as designed and need to be reinstalled or replaced; h. Description and sketch of areas with active soil disturbance activity, areas that have been disturbed but are inactive at the time of the inspection, and areas that have been stabilized (temporary and/or final) since the last inspection; 27 (Part IV.C.4.i) i. Current phase of construction of all post-construction stormwater management practices and identification of all construction that is not in conformance with the SWPPP and technical standards; j. Corrective action(s) that must be taken to install, repair, replace or maintain erosion and sediment control practices and pollution prevention measures; and to correct deficiencies identified with the construction of the post-construction stormwater management practice(s); k. Identification and status of all corrective actions that were required by previous inspection; and I. Digital photographs, with date stamp, that clearly show the condition of all practices that have been identified as needing corrective actions. The qualified inspector shall attach paper color copies of the digital photographs to the inspection report being maintained onsite within seven (7) calendar days of the date of the inspection. The qualified inspector shall also take digital photographs, with date stamp, that clearly show the condition of the practice(s) after the corrective action has been completed. The qualified inspector shall attach paper color copies of the digital photographs to the inspection report that documents the completion of the corrective action work within seven (7) calendar days of that inspection. 6. Within one business day of the completion of an inspection, the qualified inspector shall notify the owner or operator and appropriate contractor or subcontractor identified in Part III.A.6. of this permit of any corrective actions that need to be taken. The contractor or subcontractor shall begin implementing the corrective actions within one business day of this notification and shall complete the corrective actions in a reasonable time frame. 6. All inspection reports shall be signed by the qualified inspector. Pursuant to Part II.C.2. of this permit, the inspection reports shall be maintained on site with the SWPPP. Part V. TERMINATION OF PERMIT COVERAGE A. Termination of Permit Coverage 1. An owner or operator that is eligible to terminate coverage under this permit must submit a completed NOT form to the address in Part II.A.1 of this permit. The NOT form shall be one which is associated with this permit, signed in accordance with Part VII.H of this permit. 28 (Part V.A.2) 2. An owner or operator may terminate coverage when one or more the following conditions have been met: a. Total project completion - All construction activity identified in the SWPPP has been completed; and all areas of disturbance have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post-construction stormwater management practices have been constructed in conformance with the SWPPP and are operational; b. Planned shutdown with partial project completion - All soil disturbance activities have ceased; and all areas disturbed as of the project shutdown date have achieved final stabilization; and all temporary, structural erosion and sediment control measures have been removed; and all post- construction stormwater management practices required for the completed portion of the project have been constructed in conformance with the SWPPP and are operational; c. A new owner or operator has obtained coverage under this permit in accordance with Part II.E. of this permit. d. The owner or operator obtains coverage under an alternative SPDES general permit or an individual SPDES permit. 3. For construction activities meeting subdivision 2a. or 2b. of this Part, the owner or operator shall have the qualified inspector perform a final site inspection prior to submitting the NOT. The qualified inspector shall, by signing the "Final Stabilization" and "Post-Construction Stormwater Management Practice certification statements on the NOT, certify that all the requirements in Part V.A.2.a. or b. of this permit have been achieved. 4. For construction activities that are subject to the requirements of a regulated, traditional land use control MS4 and meet subdivision 2a. or 2b. of this Part, the owner or operator shall have the regulated, traditional land use control MS4 sign the "MS4 Acceptance" statement on the NOT in accordance with the requirements in Part VII.H. of this permit. The regulated, traditional land use control MS4 official, by signing this statement, has determined that it is acceptable for the owner or operator to submit the NOT in accordance with the requirements of this Part. The regulated, traditional land use control MS4 can make this determination by performing a final site inspection themselves or by accepting the qualified inspector's final site inspection certification(s) required in Part V.A.3. of this permit. 29 (Part V.A.5) 5. For construction activities that require post-construction stormwater management practices and meet subdivision 2a. of this Part, the owner or operator must, prior to submitting the NOT, ensure one of the following: a. the post-construction stormwater management practice(s) and any right- of-way(s) needed to maintain such practice(s) have been deeded to the municipality in which the practice(s) is located, b. an executed maintenance agreement is in place with the municipality that will maintain the post-construction stormwater management practice(s), c. for post-construction stormwater management practices that are privately owned, the owner or operator has a mechanism in place that requires operation and maintenance of the practice(s) in accordance with the operation and maintenance plan, such as a deed covenant in the owner or operator's deed of record, d. for post-construction stormwater management practices that are owned by a public or private institution (e.g. school, university, hospital), government agency or authority, or public utility; the owner or operator has policy and procedures in place that ensures operation and maintenance of the practices in accordance with the operation and maintenance plan. Part VI. REPORTING AND RETENTION OF RECORDS A. Record Retention The owner or operator shall retain a copy of the NOI, NOI Acknowledgment Letter, SWPPP, MS4 SWPPP Acceptance form and any inspection reports that were prepared in conjunction with this permit for a period of at least five (5) years from the date that the Department receives a complete NOT submitted in accordance with Part V. of this general permit. B. Addresses With the exception of the NOI, NOT, and MS4 SWPPP Acceptance form (which must be submitted to the address referenced in Part II.A.1 of this permit), all written correspondence requested by the Department, including individual permit applications, shall be sent to the address of the appropriate DOW Water (SPDES) Program contact at the Regional Office listed in Appendix F. 30 (Part VII) Part VII. STANDARD PERMIT CONDITIONS A. Duty to Comply The owner or operator must comply with all conditions of this permit. All contractors and subcontractors associated with the project must comply with the terms of the SWPPP. Any non-compliance with this permit constitutes a violation of the Clean Water Act (CWA) and the ECL and is grounds for an enforcement action against the owner or operator and/or the contractor/subcontractor; permit revocation, suspension or modification; or denial of a permit renewal application. Upon a finding of significant non-compliance with this permit or the applicable SWPPP, the Department may order an immediate stop to all construction activity at the site until the non-compliance is remedied. The stop work order shall be in writing, shall describe the non-compliance in detail, and shall be sent to the owner or operator. If any human remains or archaeological remains are encountered during excavation, the owner or operator must immediately cease, or cause to cease, all construction activity in the area of the remains and notify the appropriate Regional Water Engineer (RWE). Construction activity shall not resume until written permission to do so has been received from the RWE. B. Continuation of the Expired General Permit This permit expires five (5) years from the effective date. If a new general permit is not issued prior to the expiration of this general permit, an owner or operator with coverage under this permit may continue to operate and discharge in accordance with the terms and conditions of this general permit, if it is extended pursuant to the State Administrative Procedure Act and 6 NYCRR Part 621, until a new general permit is issued. C. Enforcement Failure of the owner or operator, its contractors, subcontractors, agents and/or assigns to strictly adhere to any of the permit requirements contained herein shall constitute a violation of this permit. There are substantial criminal, civil, and administrative penalties associated with violating the provisions of this permit. Fines of up to $37,500 per day for each violation and imprisonment for up to fifteen (15) years may be assessed depending upon the nature and degree of the offense. D. Need to Halt or Reduce Activity Not a Defense It shall not be a defense for an owner or operator in an enforcement action that it would have been necessary to halt or reduce the construction activity in order to maintain compliance with the conditions of this permit. 31 (Part VILE) E. Duty to Mitigate The owner or operator and its contractors and subcontractors shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment. F. Duty to Provide Information The owner or operator shall furnish to the Department, within a reasonable specified time period of a written request, all documentation necessary to demonstrate eligibility and any information to determine compliance with this permit or to determine whether cause exists for modifying or revoking this permit, or suspending or denying coverage under this permit, in accordance with the terms and conditions of this permit. The NOI, SWPPP and inspection reports required by this permit are public documents that the owner or operator must make available for review and copying by any person within five (5) business days of the owner or operator receiving a written request by any such person to review these documents. Copying of documents will be done at the requester's expense. G. Other Information When the owner or operator becomes aware that they failed to submit any relevant facts, or submitted incorrect information in the NOI or in any of the documents required by this permit , or have made substantive revisions to the SWPPP (e.g. the scope of the project changes significantly, the type of post-construction stormwater management practice(s) changes, there is a reduction in the sizing of the post- construction stormwater management practice, or there is an increase in the disturbance area or impervious area), which were not reflected in the original NOI submitted to the Department, they shall promptly submit such facts or information to the Department using the contact information in Part II.A. of this permit. Failure of the owner or operator to correct or supplement any relevant facts within five (5) business days of becoming aware of the deficiency shall constitute a violation of this permit. H. Signatory Requirements . All NOls and NOTs shall be signed as follows: a. For a corporation these forms shall be signed by a responsible corporate officer. For the purpose of this section, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the 32 (Part VII.H.1.a.i) corporation in charge of a principal business function, or any other person who performs similar policy or decision-making functions for the corporation; or (ii) the manager of one or more manufacturing, production or operating facilities, provided the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; b. For a partnership or sole proprietorship these forms shall be signed by a general partner or the proprietor, respectively; or c. For a municipality, State, Federal, or other public agency these forms shall be signed by either a principal executive officer or ranking elected official. For purposes of this section, a principal executive officer of a Federal agency includes: (i) the chief executive officer of the agency, or (ii) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., Regional Administrators of EPA). . The SWPPP and other information requested by the Department shall be signed by a person described in Part VII.H.1. of this permit or by a duly authorized representative of that person. A person is a duly authorized representative only if: a. The authorization is made in writing by a person described in Part VII.H.1. of this permit; b. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named 33 (Part VII.H.2.b) individual or any individual occupying a named position) and, c. The written authorization shall include the name, title and signature of the authorized representative and be attached to the SWPPP. 3. All inspection reports shall be signed by the qualified inspector that performs the inspection. 4. The MS4 SWPPP Acceptance form shall be signed by the principal executive officer or ranking elected official from the regulated, traditional land use control MS4, or by a duly authorized representative of that person. It shall constitute a permit violation if an incorrect and/or improper signatory authorizes any required forms, SWPPP and/or inspection reports. I. Property Rights The issuance of this permit does not convey any property rights of any sort, nor any exclusive privileges, nor does it authorize any injury to private property nor any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. Owners or operators must obtain any applicable conveyances, easements, licenses and/or access to real property prior to commencing construction activity. J. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby. K. Requirement to Obtain Coverage Under an Alternative Permit . The Department may require any owner or operator authorized by this permit to apply for and/or obtain either an individual SPDES permit or another SPDES general permit. When the Department requires any discharger authorized by a general permit to apply for an individual SPDES permit, it shall notify the discharger in writing that a permit application is required. This notice shall include a brief statement of the reasons for this decision, an application form, a statement setting a time frame for the owner or operator to file the application for an individual SPDES permit, and a deadline, not sooner than 180 days from owner or operator receipt of the notification letter, whereby the authorization to 34 (Part VII.K.1) discharge under this general permit shall be terminated. Applications must be submitted to the appropriate Permit Administrator at the Regional Office. The Department may grant additional time upon demonstration, to the satisfaction of the Department, that additional time to apply for an alternative authorization is necessary or where the Department has not provided a permit determination in accordance with Part 621 of this Title. 2. When an individual SPDES permit is issued to a discharger authorized to discharge under a general SPDES permit for the same discharge(s), the general permit authorization for outfalls authorized under the individual SPDES permit is automatically terminated on the effective date of the individual permit unless termination is earlier in accordance with 6 NYCRR Part 750. L. Proper Operation and Maintenance The owner or operator shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the owneroroperatorto achieve compliance with the conditions of this permit and with the requirements of the SWPPP. M. Inspection and Entry The owner or operator shall allow an authorized representative of the Department, EPA, applicable county health department, or, in the case of a construction site which discharges through an MS4, an authorized representative of the MS4 receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: 1. Enter upon the owner's or operator's premises where a regulated facility or activity is located or conducted or where records must be kept under the conditions of this permit; 2. Have access to and copy at reasonable times, any records that must be kept under the conditions of this permit; and 3. Inspect at reasonable times any facilities or equipment(including monitoring and control equipment), practices or operations regulated or required by this permit. 4. Sample or monitor at reasonable times, for purposes of assuring permit compliance or as otherwise authorized by the Act or ECL, any substances or parameters at any location. 35 (Part VII.N) N. Permit Actions This permit may, at any time, be modified, suspended, revoked, or renewed by the Department in accordance with 6 NYCRR Part 621. The filing of a request by the owner or operatorfor a permit modification, revocation and reissuance, termination, a notification of planned changes or anticipated noncompliance does not limit, diminish and/or stay compliance with any terms of this permit. O. Definitions Definitions of key terms are included in Appendix A of this permit. P. Re-Opener Clause 1. If there is evidence indicating potential or realized impacts on water quality due to any stormwater discharge associated with construction activity covered by this permit, the owner or operator of such discharge may be required to obtain an individual permit or alternative general permit in accordance with Part VII.K. of this permit or the permit may be modified to include different limitations and/or requirements. 2. Any Department initiated permit modification, suspension or revocation will be conducted in accordance with 6 NYCRR Part 621, 6 NYCRR 750-1.18, and 6 NYCRR 750-1.20. Q. Penalties for Falsification of Forms and Reports In accordance with 6NYCRR Part 750-2.4 and 750-2.5, any person who knowingly makes any false material statement, representation, or certification in any application, record, report or other document filed or required to be maintained under this permit, including reports of compliance or noncompliance shall, upon conviction, be punished in accordance with ECL §71-1933 and or Articles 175 and 210 of the New York State Penal Law. R. Other Permits Nothing in this permit relieves the owner or operator from a requirement to obtain any other permits required by law. 36 APPENDIX A Definitions Alter Hydrology from Pre to Post-Development Conditions - means the post- development peak flow rate(s) has increased by more than 5% of the pre-developed condition for the design storm of interest (e.g. 10 yr and 100 yr). Combined Sewer - means a sewer that is designed to collect and convey both "sewage" and "stormwater". Commence (Commencement of) Construction Activities - means the initial disturbance of soils associated with clearing, grading or excavation activities; or other construction related activities that disturb or expose soils such as demolition, stockpiling of fill material, and the initial installation of erosion and sediment control practices required in the SWPPP. See definition for "Construction Activity(ies)" also. Construction Activity(ies) - means any clearing, grading, excavation, filling, demolition or stockpiling activities that result in soil disturbance. Clearing activities can include, but are not limited to, logging equipment operation, the cutting and skidding of trees, stump removal and/or brush root removal. Construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Direct Discharge (to a specific surface waterbody) - means that runoff flows from a construction site by overland flow and the first point of discharge is the specific surface waterbody, or runoff flows from a construction site to a separate storm sewer system and the first point of discharge from the separate storm sewer system is the specific surface waterbody. Discharge(s) - means any addition of any pollutant to waters of the State through an outlet or point source. Environmental Conservation Law (ECL) - means chapter 43-B of the Consolidated Laws of the State of New York, entitled the Environmental Conservation Law. Equivalent (Equivalence) — means that the practice or measure meets all the performance, longevity, maintenance, and safety objectives of the technical standard and will provide an equal or greater degree of water quality protection. Final Stabilization - means that all soil disturbance activities have ceased and a uniform, perennial vegetative cover with a density of eighty (80) percent over the entire pervious surface has been established; or other equivalent stabilization measures, such as permanent landscape mulches, rock rip-rap or washed/crushed stone have been applied 37 on all disturbed areas that are not covered by permanent structures, concrete or pavement. General SPDES permit - means a SPDES permit issued pursuant to 6 NYCRR Part 750- 1.21 and Section 70-0117 of the ECL authorizing a category of discharges. Groundwater(s) - means waters in the saturated zone. The saturated zone is a subsurface zone in which all the interstices are filled with water under pressure greater than that of the atmosphere. Although the zone may contain gas-filled interstices or interstices filled with fluids other than water, it is still considered saturated. Historic Property— means any building, structure, site, object or district that is listed on the State or National Registers of Historic Places or is determined to be eligible for listing on the State or National Registers of Historic Places. Impervious Area (Cover) - means all impermeable surfaces that cannot effectively infiltrate rainfall. This includes paved, concrete and gravel surfaces (i.e. parking lots, driveways, roads, runways and sidewalks); building rooftops and miscellaneous impermeable structures such as patios, pools, and sheds. Infeasible — means not technologically possible, or not economically practicable and achievable in light of best industry practices. Larger Common Plan of Development or Sale - means a contiguous area where multiple separate and distinct construction activities are occurring, or will occur, under one plan. The term "plan" in "larger common plan of development or sale" is broadly defined as any announcement or piece of documentation (including a sign, public notice or hearing, marketing plan, advertisement, drawing, permit application, State Environmental Quality Review Act (SEQRA) environmental assessment form or other documents, zoning request, computer design, etc.) or physical demarcation (including boundary signs, lot stakes, surveyor markings, etc.) indicating that construction activities may occur on a specific plot. For discrete construction projects that are located within a larger common plan of development or sale that are at least 1/4 mile apart, each project can be treated as a separate plan of development or sale provided any interconnecting road, pipeline or utility project that is part of the same "common plan" is not concurrently being disturbed. Minimize — means reduce and/or eliminate to the extent achievable using control measures (including best management practices) that are technologically available and economically practicable and achievable in light of best industry practices. Municipal Separate Storm Sewer (MS4) - a conveyance or system of conveyances (including roads with drainage systems, municipal streets, catch basins, curbs, gutters, 38 ditches, man-made channels, or storm drains): (i) Owned or operated by a State, city, town, borough, county, parish, district, association, or other public body (created by or pursuant to State law) having jurisdiction over disposal of sewage, industrial wastes, stormwater, or other wastes, including special districts under State law such as a sewer district, flood control district or drainage district, or similar entity, or an Indian tribe or an authorized Indian tribal organization, or a designated and approved management agency under section 208 of the CWA that discharges to surface waters of the State; (ii) Designed or used for collecting or conveying stormwater; (iii) Which is not a combined sewer, and (iv) Which is not part of a Publicly Owned Treatment Works (POTW) as defined at 40 CFR 122.2. National Pollutant Discharge Elimination System (NPDES) - means the national system for the issuance of wastewater and stormwater permits under the Federal Water Pollution Control Act (Clean Water Act). New Development— means any land disturbance that does meet the definition of Redevelopment Activity included in this appendix. NOI Acknowledgment Letter - means the letter that the Department sends to an owner or operator to acknowledge the Department's receipt and acceptance of a complete Notice of Intent. This letter documents the owner's or operator's authorization to discharge in accordance with the general permit for stormwater discharges from construction activity. Owner or Operator - means the person, persons or legal entity which owns or leases the property on which the construction activity is occurring; and/or an entity that has operational control over the construction plans and specifications, including the ability to make modifications to the plans and specifications. Performance Criteria — means the design criteria listed under the "Required Elements" sections in Chapters 5, 6 and 10 of the technical standard, New York State Stormwater Management Design Manual, dated January 2015. It does not include the Sizing Criteria (i.e. WQv, RRv, Cpv, Qp and Qf ) in Part I.C.2. of the permit. Pollutant - means dredged spoil, filter backwash, solid waste, incinerator residue, sewage, garbage, sewage sludge, munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand and industrial, municipal, agricultural waste and ballast discharged into water; which may cause or might reasonably be expected to cause pollution of the waters of the state in contravention of the standards or guidance values adopted as provided in 6 NYCRR Parts 700 et seq . 39 Qualified Inspector - means a person that is knowledgeable in the principles and practices of erosion and sediment control, such as a licensed Professional Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered Landscape Architect, or other Department endorsed individual(s). It can also mean someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided that person has training in the principles and practices of erosion and sediment control. Training in the principles and practices of erosion and sediment control means that the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the individual working under the direct supervision of the licensed Professional Engineer or Registered Landscape Architect shall receive four (4) hours of training every three (3) years. It can also mean a person that meets the Qualified Professional qualifications in addition to the Qualified Inspector qualifications. Note: Inspections of any post-construction stormwater management practices that include structural components, such as a dam for an impoundment, shall be performed by a licensed Professional Engineer. Qualified Professional - means a person that is knowledgeable in the principles and practices of stormwater management and treatment, such as a licensed Professional Engineer, Registered Landscape Architect or other Department endorsed individual(s). Individuals preparing SWPPPs that require the post-construction stormwater management practice component must have an understanding of the principles of hydrology, water quality management practice design, water quantity control design, and, in many cases, the principles of hydraulics. All components of the SWPPP that involve the practice of engineering, as defined by the NYS Education Law (see Article 145), shall be prepared by, or under the direct supervision of, a professional engineer licensed to practice in the State of New York.. Redevelopment Activity(ies) — means the disturbance and reconstruction of existing impervious area, including impervious areas that were removed from a project site within five (5) years of preliminary project plan submission to the local government (i.e. site plan, subdivision, etc.). Regulated, Traditional Land Use Control MS4 - means a city, town or village with land use control authority that is required to gain coverage under New York State DEC's SPDES General Permit For Stormwater Discharges from Municipal Separate Stormwater Sewer Systems (MS4s). 40 Routine Maintenance Activity - means construction activity that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility, including, but not limited to: - Re-grading of gravel roads or parking lots, - Stream bank restoration projects (does not include the placement of spoil material), - Cleaning and shaping of existing roadside ditches and culverts that maintains the approximate original line and grade, and hydraulic capacity of the ditch, - Cleaning and shaping of existing roadside ditches that does not maintain the approximate original grade, hydraulic capacity and purpose of the ditch if the changes to the line and grade, hydraulic capacity or purpose of the ditch are installed to improve water quality and quantity controls (e.g. installing grass lined ditch), - Placement of aggregate shoulder backing that makes the transition between the road shoulder and the ditch or embankment, - Full depth milling and filling of existing asphalt pavements, replacement of concrete pavement slabs, and similar work that does not expose soil or disturb the bottom six (6) inches of subbase material, - Long-term use of equipment storage areas at or near highway maintenance facilities, - Removal of sediment from the edge of the highway to restore a previously existing sheet-flow drainage connection from the highway surface to the highway ditch or embankment, - Existing use of Canal Corp owned upland disposal sites for the canal, and - Replacement of curbs, gutters, sidewalks and guide rail posts. Site limitations — means site conditions that prevent the use of an infiltration technique and or infiltration of the total WQv. Typical site limitations include: seasonal high groundwater, shallow depth to bedrock, and soils with an infiltration rate less than 0.5 inches/hour. The existence of site limitations shall be confirmed and documented using actual field testing (i.e. test pits, soil borings, and infiltration test) or using information from the most current United States Department of Agriculture (USDA) Soil Survey for the County where the project is located. Sizing Criteria — means the criteria included in Part I.C.2 of the permit that are used to size post-construction stormwater management control practices. The criteria include; Water Quality Volume (WQv), Runoff Reduction Volume (RRv), Channel Protection Volume (Cpv), Overbank Flood (Qp), and Extreme Flood (Qf). State Pollutant Discharge Elimination System (SPDES) - means the system established pursuant to Article 17 of the ECL and 6 NYCRR Part 750 for issuance of permits authorizing discharges to the waters of the state. Steep Slope — means land area with a Soil Slope Phase that is identified as an E or F, or 41 the map unit name is inclusive of 25% or greater slope, on the United States Department of Agriculture ("USDA") Soil Survey for the County where the disturbance will occur. Surface Waters of the State - shall be construed to include lakes, bays, sounds, ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, marshes, inlets, canals, the Atlantic ocean within the territorial seas of the state of New York and all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt, public or private (except those private waters that do not combine or effect a junction with natural surface waters), which are wholly or partially within or bordering the state or within its jurisdiction. Waters of the state are further defined in 6 NYCRR Parts 800 to 941. Temporarily Ceased — means that an existing disturbed area will not be disturbed again within 14 calendar days of the previous soil disturbance. Temporary Stabilization - means that exposed soil has been covered with material(s) as set forth in the technical standard, New York Standards and Specifications for Erosion and Sediment Control, to prevent the exposed soil from eroding. The materials can include, but are not limited to, mulch, seed and mulch, and erosion control mats (e.g. jute twisted yarn, excelsior wood fiber mats). Total Maximum Daily Loads (TMDLs) - A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. It is a calculation of the maximum amount of a pollutant that a waterbody can receive on a daily basis and still meet water quality standards, and an allocation of that amount to the pollutant's sources. A TMDL stipulates wasteload allocations (WI-As) for point source discharges, load allocations (LAs) for nonpoint sources, and a margin of safety (MOS). Trained Contractor - means an employee from the contracting (construction) company, identified in Part III.A.6., that has received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity. After receiving the initial training, the trained contractor shall receive four (4) hours of training every three (3) years. It can also mean an employee from the contracting (construction) company, identified in Part I I I.A.6., that meets the qualified inspector qualifications (e.g. licensed Professional Engineer, Certified Professional in Erosion and Sediment Control (CPESC), Registered Landscape Architect, or someone working under the direct supervision of, and at the same company as, the licensed Professional Engineer or Registered Landscape Architect, provided they have received four (4) hours of Department endorsed training in proper erosion and sediment control principles from a Soil and Water Conservation District, or other Department endorsed entity). The trained contractor is responsible for the day to day implementation of the SWPPP. Uniform Procedures Act (UPA) Permit - means a permit required under 6 NYCRR Part 42 621 of the Environmental Conservation Law (ECL), Article 70. Water Quality Standard - means such measures of purity or quality for any waters in relation to their reasonable and necessary use as promulgated in 6 NYCRR Part 700 et seq. 43 APPENDIX B Required SWPPP Components by Project Type Table 1 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT ONLY INCLUDES EROSION AND SEDIMENT CONTROLS The following construction activities that involve soil disturbances of one (1) or more acres of land, but less than five (5) acres: • Single family home not located in one of the watersheds listed in Appendix C or not directly discharging to one of the 303(d) segments listed in Appendix E • Single family residential subdivisions with 25% or less impervious cover at total site build-out and not located in one of the watersheds listed in Appendix C and not directly discharging to one of the 303(d) segments listed in Appendix E • Construction of a barn or other agricultural building, silo, stock yard or pen. The following construction activities that involve soil disturbances of one (1) or more acres of land: • Installation of underground, linear utilities; such as gas lines, fiber-optic cable, cable TV, electric, telephone, sewer mains, and water mains • Environmental enhancement projects, such as wetland mitigation projects, stormwater retrofits and stream restoration projects • Bike paths and trails • Sidewalk construction projects that are not part of a road/highway construction or reconstruction project • Slope stabilization projects • Slope flattening that changes the grade of the site, but does not significantly change the runoff characteristics • Spoil areas that will be covered with vegetation • Land clearing and grading for the purposes of creating vegetated open space (i.e. recreational parks, lawns, meadows, fields), excluding projects that alter hydrology from pre to post development conditions • Athletic fields (natural grass)that do not include the construction or reconstruction of impervious area and do not alter hydrology from pre to post development conditions • Demolition project where vegetation will be established and no redevelopment is planned • Overhead electric transmission line project that does not include the construction of permanent access roads or parking areas surfaced with impervious cover • Structural practices as identified in Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State", excluding projects that involve soil disturbances of less than five acres and construction activities that include the construction or reconstruction of impervious area The following construction activities that involve soil disturbances between five thousand (5000) square feet and one (1) acre of land: • All construction activities located in the watersheds identified in Appendix D that involve soil disturbances between five thousand (5,000)square feet and one (1) acre of land. 44 Table 2 CONSTRUCTION ACTIVITIES THAT REQUIRE THE PREPARATION OF A SWPPP THAT INCLUDES POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES The following construction activities that involve soil disturbances of one (1) or more acres of land: • Single family home located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d) segments listed in Appendix E • Single family residential subdivisions located in one of the watersheds listed in Appendix C or directly discharging to one of the 303(d) segments listed in Appendix E • Single family residential subdivisions that involve soil disturbances of between one (1)and five (5) acres of land with greater than 25% impervious cover at total site build-out • Single family residential subdivisions that involve soil disturbances of five (5) or more acres of land, and single family residential subdivisions that involve soil disturbances of less than five (5) acres that are part of a larger common plan of development or sale that will ultimately disturb five or more acres of land • Multi-family residential developments; includes townhomes, condominiums, senior housing complexes, apartment complexes, and mobile home parks • Airports • Amusement parks • Campgrounds • Cemeteries that include the construction or reconstruction of impervious area (>5% of disturbed area) or alter the hydrology from pre to post development conditions • Commercial developments • Churches and other places of worship • Construction of a barn or other agricultural building(e.g. silo) and structural practices as identified in Table II in the "Agricultural Management Practices Catalog for Nonpoint Source Pollution in New York State"that include the construction or reconstruction of impervious area, excluding projects that involve soil disturbances of less than five acres. • Golf courses • Institutional, includes hospitals, prisons, schools and colleges • Industrial facilities, includes industrial parks • Landfills • Municipal facilities; includes highway garages, transfer stations, office buildings, POTW's and water treatment plants • Office complexes • Sports complexes • Racetracks, includes racetracks with earthen (dirt) surface • Road construction or reconstruction • Parking lot construction or reconstruction • Athletic fields (natural grass)that include the construction or reconstruction of impervious area (>5% of disturbed area)or alter the hydrology from pre to post development conditions • Athletic fields with artificial turf • Permanent access roads, parking areas, substations, compressor stations and well drilling pads, surfaced with impervious cover, and constructed as part of an over-head electric transmission line project , wind-power project, cell tower project, oil or gas well drilling project, sewer or water main project or other linear utility project • All other construction activities that include the construction or reconstruction of impervious area or alter the hydrology from pre to post development conditions, and are not listed in Table 1 45 APPENDIX C Watersheds Where Enhanced Phosphorus Removal Standards Are Required Watersheds where owners or operators of construction activities identified in Table 2 of Appendix B must prepare a SWPPP that includes post-construction stormwater management practices designed in conformance with the Enhanced Phosphorus Removal Standards included in the technical standard, New York State Stormwater Management Design Manual ("Design Manual"). • Entire New York City Watershed located east of the Hudson River - Figure 1 • Onondaga Lake Watershed - Figure 2 • Greenwood Lake Watershed -Figure 3 • Oscawana Lake Watershed — Figure 4 • Kinderhook Lake Watershed — Figure 5 46 Figure 1 - New York City Watershed East of the Hudson EEKIAN EAST F IS H KI L . �. " . PA lLING n y 7 +•prM "n"'n �� TTERSCN KENT .k `4.J dd Y A"� SOUTHEAST PUT AI's VALLE ,�� CARMEL i � WSTER'I N RTH SALE *. m SOIERS COR A WISBOR 41 RKTO ECF'CRU RIDGcow OUN CANT L RTH CAST M U LEA AN HA SCAN EOH Watershed 47 Figure 2 - Onondaga Lake Watershed CLAY CICERO °l'� NI PIAN BUFEN � NI7N-t USF . W w,y ys .LI O,L SALIN { US SIN01411 > � 10 EAST ` LSE w G D "IIS SYFAU� ELBRI DG "w DEWITT A4ELLUSpp ,, M.. KAN ATFL %S ONOINDA A � .....°° LAAYET 'E �« OTISCO ° pAFF6RD TUL.L.Y Ph wwwww. s horus V1/ate s ed."` .w..�EEBLE 48 Figure 3 - Greenwood Lake Watershed WARWICK GREENWOOD LAKEI Phosphorus Watershed 49 Figure 4 - Oscawana Lake Watershed PHILIP TOVVI J KENT PUTNAM VALLEY CARMEL Phosphorus Watershed � 50 Figure 5: Kinderhook Lake Watershed SAND F-ASTGRELN BUSH ` Jr SCHODACK if I li 1 1 CLW LEBANON f KINDLRHOOK CHATHAM CANAAN VALAIIEt Town, "aB age,cw City Boundary fw Now YorkStaft 0 1 4 Wes Kkw*rhook Lake Watershed 51 APPENDIX D Watersheds where owners or operators of construction activities that involve soil disturbances between five thousand (5000) square feet and one (1) acre of land must obtain coverage under this permit. Entire New York City Watershed that is located east of the Hudson River - See Figure 1 in Appendix C 52 APPENDIX E List of 303(d) segments impaired by pollutants related to construction activity(e.g. silt, sediment or nutrients). Owners or operators of single family home and single family residential subdivisions with 25% or less total impervious cover at total site build-out that involve soil disturbances of one or more acres of land, but less than 5 acres, and directly discharge to one of the listed segments below shall prepare a SWPPP that includes post-construction stormwater management practices designed in conformance with the New York State Stormwater Management Design Manual ("Design Manual"), dated January 2015. COUNTY WATERBODY COUNTY WATERBODY Albany Ann Lee (Shakers)Pond, Stump Pond Greene Sleepy Hollow Lake Albany Basic Creek Reservoir Herkimer Steele Creek tribs Allegheny Amity Lake, Saunders Pond Kings Hendrix Creek Bronx Van Cortlandt Lake Lewis Mill Creek/South Branch and tribs Broome Whitney Point Lake/Reservoir Livingston Conesus Lake Broome Fly Pond, Deer Lake Livingston Jaycox Creek and tribs Broome Minor Tribs to Lower Susquehanna Livingston Mill Creek and minor tribs (north) Livingston Bradner Creek and tribs Cattaraugus Allegheny River/Reservoir Livingston Christie Creek and tribs Cattaraugus Case Lake Monroe Lake Ontario Shoreline,Western Cattaraugus Linlyco/Club Pond Monroe Mill Creek/Blue Pond Outlet and tribs Cayuga Duck Lake Monroe Rochester Embayment- East Chautauqua Chautauqua Lake, North Monroe Rochester Embayment-West Chautauqua Chautauqua Lake, South Monroe Unnamed Trib to Honeoye Creek Chautauqua Bear Lake Monroe Genesee River, Lower, Main Stem Chautauqua Chadakoin River and tribs Monroe Genesee River, Middle, Main Stem Chautauqua Lower Cassadaga Lake Monroe Black Creek, Lower, and minor tribs Chautauqua Middle Cassadaga Lake Monroe Buck Pond Chautauqua Findley Lake Monroe Long Pond Clinton Great Chazy River, Lower, Main Stem Monroe Cranberry Pond Columbia Kinderhook Lake Monroe Mill Creek and tribs Columbia Robinson Pond Monroe Shipbuilders Creek and tribs Dutchess Hillside Lake Monroe Minor tribs to Irondequoit Bay Dutchess Wappinger Lakes Monroe Thomas Creek/White Brook and tribs Dutchess Fall Kill and tribs Nassau Glen Cove Creek, Lower, and tribs Erie Green Lake Nassau LI Tribs(fresh)to East Bay Erie Scajaquada Creek, Lower, and tribs Nassau East Meadow Brook, Upper, and tribs Erie Scajaquada Creek, Middle, and tribs Nassau Hempstead Bay Erie Scajaquada Creek, Upper, and tribs Nassau Hempstead Lake Erie Rush Creek and tribs Nassau Grant Park Pond Erie Ellicott Creek, Lower, and tribs Nassau Beaver Lake Erie Beeman Creek and tribs Nassau Camaans Pond Erie Murder Creek, Lower, and tribs Nassau Halls Pond Erie South Branch Smoke Cr, Lower, and Nassau LI Tidal Tribs to Hempstead Bay tribs Nassau Massapequa Creek and tribs Erie Little Sister Creek, Lower, and tribs Nassau Reynolds Channel, east Essex Lake George(primary county: Warren) Nassau Reynolds Channel,west Genesee Black Creek, Upper, and minor tribs Nassau Silver Lake, Lofts Pond Genesee Tonawanda Creek, Middle, Main Stem Nassau Woodmere Channel Genesee Oak Orchard Creek, Upper, and tribs Niagara Hyde Park Lake Genesee Bowen Brook and tribs Niagara Lake Ontario Shoreline,Western Genesee Bigelow Creek and tribs Niagara Bergholtz Creek and tribs Genesee Black Creek, Middle,and minor tribs Oneida Ballou, Nail Creeks Genesee LeRoy Reservoir Onondaga Ley Creek and tribs Greene Schoharie Reservoir Onondaga Onondaga Creek, Lower and tribs 53 APPENDIX E List of 303(d) segments impaired by pollutants related to construction activity, cont'd. COUNTY WATERBODY COUNTY WATERBODY Onondaga Onondaga Creek, Middle and tribs Suffolk Great South Bay,West Onondaga Onondaga Creek, Upp, and minor tribs Suffolk Mill and Seven Ponds Onondaga Harbor Brook, Lower, and tribs Suffolk Moriches Bay, East Onondaga Ninemile Creek, Lower, and tribs Suffolk Moriches Bay,West Onondaga Minor tribs to Onondaga Lake Suffolk Quantuck Bay Onondaga Onondaga Creek, Lower, and tribs Suffolk Shinnecock Bay(and Inlet) Ontario Honeoye Lake Sullivan Bodine, Montgomery Lakes Ontario Hemlock Lake Outlet and minor tribs Sullivan Davies Lake Ontario Great Brook and minor tribs Sullivan Pleasure Lake Orange Monhagen Brook and tribs Sullivan Swan Lake Orange Orange Lake Tompkins Cayuga Lake, Southern End Orleans Lake Ontario Shoreline,Western Tompkins Owasco Inlet, Upper, and tribs Oswego Pleasant Lake Ulster Ashokan Reservoir Oswego Lake Neatahwanta Ulster Esopus Creek, Upper, and minor Putnam Oscawana Lake tribs Putnam Palmer Lake Ulster Esopus Creek, Lower, Main Stem Putnam Lake Carmel Ulster Esopus Creek, Middle, and minor Queens Jamaica Bay, Eastern, and tribs (Queens) tribs Queens Bergen Basin Warren Lake George Queens Shellbank Basin Warren Tribs to L.George,Village of L Rensselaer Nassau Lake George Rensselaer Snyders Lake Warren Huddle/Finkle Brooks and tribs Richmond Grasmere,Arbutus and Wolfes Lakes Warren Indian Brook and tribs Rockland Congers Lake, Swartout Lake Warren Hague Brook and tribs Rockland Rockland Lake Washington Tribs to L.George, East Shr Lk Saratoga Ballston Lake George Saratoga Round Lake Washington Cossayuna Lake Saratoga Dwaas Kill and tribs Washington Wood Cr/Champlain Canal, minor Saratoga Tribs to Lake Lonely tribs Saratoga Lake Lonely Wayne Port Bay Schenectady Collins Lake Wayne Marbletown Creek and tribs Schenectady Duane Lake Westchester Lake Katonah Schenectady Mariaville Lake Westchester Lake Mohegan Schoharie Engleville Pond Westchester Lake Shenorock Schoharie Summit Lake Westchester Reservoir No.1 (Lake Isle) Schuyler Cayuta Lake Westchester Saw Mill River, Middle, and tribs St. Lawrence Fish Creek and minor tribs Westchester Silver Lake St. Lawrence Black Lake Outlet/Black Lake Westchester Teatown Lake Steuben Lake Salubria Westchester Truesdale Lake Steuben Smith Pond Westchester Wallace Pond Suffolk Millers Pond Westchester Peach Lake Suffolk Mattituck(Marratooka)Pond Westchester Mamaroneck River, Lower Suffolk Tidal tribs to West Moriches Bay Westchester Mamaroneck River, Upp, and tribs Suffolk Canaan Lake Westchester Sheldrake River and tribs Suffolk Lake Ronkonkoma Westchester Blind Brook, Lower Suffolk Beaverdam Creek and tribs Westchester Blind Brook, Upper, and tribs Suffolk Big/Little Fresh Ponds Westchester Lake Lincolndale Suffolk Fresh Pond Westchester Lake Meahaugh Suffolk Great South Bay, East Wyoming Java Lake Suffolk Great South Bay, Middle Wyoming Silver Lake Note: The list above identifies those waters from the final New York State "2014 Section 303(d) List of Impaired Waters Requiring a TMDL/Other Strategy", dated January 2015, that are impaired by silt, sediment or nutrients. 54 APPENDIX F LIST OF NYS DEC REGIONAL OFFICES Region COVERING THE DIVISION OF DIVISION OF WATER FOLLOWING ENVIRONMENTAL (DOW) COUNTIES: PERMITS (DEP) PERMIT ADMINISTRATORS WATER (SPDES) PROGRAM 1 NASSAU AND SUFFOLK 50 CIRCLE ROAD 50 CIRCLE ROAD STONY BROOK,NY 11790 STONY BROOK,NY 11790-3409 TEL.(631)444-0365 TEL.(631)444-0405 2 BRONX,KINGS,NEW YORK, 1 HUNTERS POINT PLAZA, 1 HUNTERS POINT PLAZA, QUEENS AND RICHMOND 47-40 21ST ST. 47-40 21ST ST. LONG ISLAND CITY,NY 11101-5407 LONG ISLAND CITY,NY 11101-5407 TEL.(718)482-4997 TEL.(718)482-4933 3 DUTCHESS,ORANGE,PUTNAM, 21 SOUTH PUTT CORNERS ROAD 100 HILLSIDE AVENUE,SUITE IW ROCKLAND,SULLIVAN,ULSTER NEW PALTZ,NY 12561-1696 WHITE PLAINS,NY 10603 AND WESTCHESTER TEL.(845)256-3059 TEL.(914)428-2505 4 ALBANY,COLUMBIA, 1150 NORTH WESTCOTT ROAD 1130 NORTH WESTCOTT ROAD DELAWARE,GREENE, SCHENECTADY,NY 12306-2014 SCHENECTADY,NY 12306-2014 MONTGOMERY,OTSEGO, TEL.(518)357-2069 TEL.(518)357-2045 RENSSELAER,SCHENECTADY AND SCHOHARIE 5 CLINTON,ESSEX,FRANKLIN, 1115 STATE ROUTE 86, PO BOX 296 232 GOLF COURSE ROAD FULTON,HAMILTON, RAY BROOK,NY 12977-0296 WARRENSBURG,NY 12885-1172 SARATOGA,WARREN AND TEL.(518)897-1234 TEL.(518)623-1200 WASHINGTON 6 HERKIMER,JEFFERSON, STATE OFFICE BUILDING STATE OFFICE BUILDING LEWIS,ONEIDA AND 317 WASHINGTON STREET 207 GENESEE STREET ST. LAWRENCE WATERTOWN,NY 13601-3787 UTICA,NY 13501-2885 TEL.(315)785-2245 TEL.(315)793-2554 7 BROOME,CAYUGA, 615 ERIE BLVD.WEST 615 ERIE BLVD.WEST CHENANGO,CORTLAND, SYRACUSE,NY 13204-2400 SYRACUSE, NY 13204-2400 MADISON,ONONDAGA, TEL.(315)426-7438 TEL.(315)426-7500 OSWEGO,TIOGA AND TOMPKINS 8 CHEMUNG,GENESEE, 6274 EAST AVON-LIMA ROAD 6274 EAST AVON-LIMA RD. LIVINGSTON,MONROE, AVON, NY 14414-9519 AVON,NY 14414-9519 ONTARIO,ORLEANS, TEL.(585)226-2466 TEL.(585)226-2466 SCHUYLER,SENECA, STEUBEN,WAYNE AND YATES 9 ALLEGANY, 270 MICHIGAN AVENUE 270 MICHIGAN AVE. CATTARAUGUS, BUFFALO, NY 14203-2999 BUFFALO,NY 14203-2999 CHAUTAUQUA, ERIE, TEL.(716)851-7165 TEL.(716)851-7070 NIAGARA AND WYOMING 55 Construction Sequence Schedule Activities(identify name of planned Type Map Symbols Schedule Maintenance Actions practices) 1. establish construction entrance at 1-Pre Construction driveway location,as required. 2. See Site Plan actions Silt fence is to be placed to keep Drawings Day 1 of construction See written report sediment on site 2-Runoff& See Site Plan Day 2-5 of 1. Install temporary basins See written report Drainage Control Drawings construction 1. Temporary stockpile areas to be 3-Grading established for on site material to be See Site Plan Day 2- of tion See written report reused Grading construct 1. Stabilize stock piles with mulch or See Site Plan Day 2-5 of 4-Erosion Control temporary seeding if construction See written report Drawings construction ceases for more than 14 days 5- Sediment 1. Silt fence to be placed to keep See Site Plan Day 1 -end of Control sediment on site. Drawings construction See written report 6-Maintenance Inspection&Plan 1. site inspections to be completed See SWPPP Throughout entire See written report Update every 7 days or after 1/2" of rain construction 1.Finalize site grading per 7-Finalize "Stormwater/grading plans& See Site Plan details" 2. Drawings& 1 - 10 days prior to end Grading& remove al I temporary sediment Stormwater/ of site construction See written report Landscaping control measures 3. stabilize all Grading Plan disturbed areas within 14 days 8-Post- 1.Operator is to inspect the construction See Operation 1 -2 days prior to end stormwater controls as outlined in See written report Stormwater the maintenance inspection checklist. notes of site construction Management Construction Sequence Schedule Activities(identify name of planned Type Map Symbols Schedule Maintenance Actions practices) 1. establish construction entrance at 1-Pre Construction driveway location,as required. 2. See Site Plan actions Silt fence is to be placed to keep Drawings Day 1 of construction See written report sediment on site 2-Runoff& See Site Plan Day 2-5 of 1. Install temporary basins See written report Drainage Control Drawings construction 1. Temporary stockpile areas to be 3-Grading established for on site material to be See Site Plan Day 2- of tion See written report reused Grading construct 1. Stabilize stock piles with mulch or See Site Plan Day 2-5 of 4-Erosion Control temporary seeding if construction See written report Drawings construction ceases for more than 14 days 5- Sediment 1. Silt fence to be placed to keep See Site Plan Day 1 -end of Control sediment on site. Drawings construction See written report 6-Maintenance Inspection&Plan 1. site inspections to be completed See SWPPP Throughout entire See written report Update every 7 days or after 1/2" of rain construction 1.Finalize site grading per 7-Finalize "Stormwater/grading plans& See Site Plan details" 2. Drawings& 1 - 10 days prior to end Grading& remove al I temporary sediment Stormwater/ of site construction See written report Landscaping control measures 3. stabilize all Grading Plan disturbed areas within 14 days 8-Post- 1.Operator is to inspect the construction See Operation 1 -2 days prior to end stormwater controls as outlined in See written report Stormwater the maintenance inspection checklist. notes of site construction Management I 0644089821 NOTICE OF INTENT New York State Department of Environmental Conservation Division of Water 625 Broadway, 4th Floor NYREEEEE0 Albany, New York 12233-3505 (foz DEC use only' Stormwater Discharges Associated with Construction Activity Under State Pollutant Di li,min tion System (SPD S) General Permit # GP,_0-1.5-002 All sections must be completed unless otherwise noted. Failure to complete all items may result in this form being returned to you, thereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a Stcrmwater Pollution Prevention Plan prior to submitting this NOI. Applicants are responsible for identifying and obtaining other DEC permits that may be required. -IMPORTANT- RETURN THIS FORM TO THE ADDRESS ABOVE 011 :1R.' /0:V :. ".,T0:R MUST SIGN FORM Owner/Operator Information i Owner/Operator (Company Name/Private Owner Name/Municipality Name) Owner/Operator Contact Person Last Name (NOT CONSULTANT) Owner/Operator Contact Person First Name Owner/Operator Mailing Address City State Zip m - Phone (Owner/Operator) Fax (Owner/Operator) Email (Owner/Operator) FED TAX ID ELI - (not required for individuals) LPage 1 of 14 I 6401089828 Project Site Information Project/Site Name Street Address (NOT P.O. BOX) Side of Street O North O South O East O West City/Town/Village (THAT ISSUES BUILDING PERMIT) NYe Zip _ � County DEC Req�ion Name of Nearest Cross Street Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street O North O South O East O West Tax Map Numbers Tax Map Numbers Section-Block-Parcel 1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this you must go to the NYSDEC Stcrmwater Interactive Map on the DEC website at: www.dec.ny.gov/imsmaps/sto=water/viewer.htm Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located your project site, go to the tool boxes on the top and choose "i" (identify) . Then click on the center of your site and a new window containing the X, Y coordinates in UTM will pop up. Transcribe these coordinates into the boxes below. For problems with the interactive map use the help function. X Coordinates (Easting) Y Coordinates (Northing) 4 2 . What is the nature of this construction project? O New Construction O Redevelopment with increase in impervious area O Redevelopment with no increase in impervious area Page 2 of 14 I 4107089829 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre-Development Post-Development Existing Land Use Future Land Use O FOREST O SINGLE FAMILY HOME Number of Lots O PASTURE/OPEN LAND O SINGLE FAMILY SUBDIVISION O CULTIVATED LAND O TOWN HOME RESIDENTIAL O SINGLE FAMILY HOME O MULTIFAMILY RESIDENTIAL O SINGLE FAMILY SUBDIVISION O INSTITUTIONAL/SCHOOL O TOWN HOME RESIDENTIAL O INDUSTRIAL O MULTIFAMILY RESIDENTIAL O COMMERCIAL O INSTITUTIONAL/SCHOOL O MUNICIPAL O INDUSTRIAL O ROAD/HIGHWAY O COMMERCIAL O RECREATIONAL/SPORTS FIELD O ROAD/HIGHWAY O BIKE PATH/TRAIL O RECREATIONAL/SPORTS FIELD O LINEAR UTILITY (water, sewer, gas, etc. ) O BIKE PATH/TRAIL O PARKING LOT O LINEAR UTILITY O CLEARING/GRADING ONLY O PARKING LOT O DEMOLITION, NO REDEVELOPMENT O OTHER O WELL DRILLING ACTIVITY * (Oil, Gas, etc. ) O OTHER *Note: for gas well drilling, non-high volume hydraulic fractured wells only / 4 . In accordance with the larger common plan of development or sale, enter the total project site area; the total area to be disturbed; existing impervious area to be disturbed (for redevelopment activities) ; and the future impervious area constructed within the disturbed area. (Round to the nearest tenth of an acre. ) Future Impervious Total Site Total Area To Existing Impervious Area Within Area Be Disturbed Area To Be Disturbed Disturbed Area i S. Do you plan to disturb more than 5 acres of soil at any one time? O Yes O No 6. Indicate the percentage of each Hydrologic Soil Group (HSG) at the site. A B C D 0 7 . Is this a phased project? O Yes O No Start Date End Date 8. Enter the planned start and end dates of the disturbance activities. LPage 3 of 14 I 8600089821 j 9. Identify the nearest surface waterbody(ies) to which construction site runoff will discharge. Name 9a. Type of waterbcdy identified in Question 9? O Wetland / State Jurisdiction On Site (Answer 9b) O Wetland / State Jurisdiction Off Site O Wetland / Federal Jurisdiction On Site (Answer 9b) O Wetland / Federal Jurisdiction Off Site O Stream / Creek On Site O Stream / Creek Off Site O River On Site 9b. How was the wetland identified? O River Off Site O Lake On Site O Regulatory Map O Lake Off Site O Delineated by Consultant O Other Type On Site O Delineated by Army Corps of Engineers O Other Type Off Site O Other (identify) 10. Has the surface waterbody(ies) in question 9 been identified as a O Yes O No 303 (d) segment in Appendix E of GP-0-15-002? 11. Is this project located in one of the Watersheds identified in Appendix C of GP-0-15-002? O Yes O No 12 . Is the project located in one of the watershed areas associated with AA and AA-S classified O Yes O No waters? If no, skip question 13. 13. Does this construction activity disturb land with no existing impervious cover and where the Soil Slope Phase is O Yes O No identified as an E or F on the USDA Soil Survey? If Yes, what is the acreage to be disturbed? 14 . Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent O Yes O No area? LPage 4 of 14 I 6403089820 15. Does the site runoff enter a separate storm sewer system (including roadside drains, swales, ditches, O Yes O No O Unknown culverts, etc) ? 16. What is the name of the municipality/entity that owns the separate storm sewer system? 17 . Does any runoff from the site enter a sewer classified O Yes O No O Unknown as a Combined Sewer? 18. Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law? O Yes O No 19. Is this property owned by a state authority, state agency, federal government or local government? O Yes O No 20. Is this a remediation project being done under a Department approved work plan? (i.e. CERCLA, RCRA, Voluntary Cleanup O Yes O No Agreement, etc. ) 21. Has the required Erosion and Sediment Control component of the SWPPP been developed in conformance with the current NYS O Yes O No Standards and Specifications for Erosion and Sediment Control (aka Blue Book) ? 22 . Does this construction activity require the development of a SWPPP that includes the post-construction stormwater management practice component (i.e. Runoff Reduction, Water Quality and O Yes O No Quantity Control practices/techniques) ? If No, skip questions 23 and 27-39. 23. Has the post-construction stormwater management practice component of the SWPPP been developed in conformance with the current NYS O Yes O No Stormwater Management Design Manual? Page 5 of 14 I 0251089825 i 24 . The Stormwater Pollution Prevention Plan (SWPPP) was prepared by: i O Professional Engineer (P.E.) O Soil and Water Conservation District (SWCD) O Registered Landscape Architect (R.L.A) O Certified Professional in Erosion and Sediment Control (CPESC) O Owner/Operator O Other SWPPP Preparer Contact Name (Last, Space, First) Mailing Address City State Zip III El - Phone Phone Fax Email SWPPP Preparer Certification I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-15-002 . Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. First Name MI LLI F1 Last Name LL Signature Date m / F] LPage 6 of 14 I 0005089822 25. Has a construction sequence schedule for the planned management practices been prepared? O Yes O No 26. Select all cf the erosion and sediment control practices that will be employed cn the project site: Temporary Structural Vegetative Measures O Check Dams O Brush Matting O Construction Road Stabilization O Dune Stabilization O Dust Control O Grassed Waterway O Earth Dike O Mulching O Level Spreader O Protecting Vegetation O Perimeter Dike/Swale O Recreation Area Improvement O Pipe Slope Drain O Seeding O Portable Sediment Tank O Sodding O Rock Dam O Straw/Hay Bale Dike O Sediment Basin O Streambank Protection O Sediment Traps O Temporary Swale O Silt Fence O Topsoiling O Stabilized Construction Entrance O Vegetating Waterways O Storm Drain Inlet Protection Permanent Structural O Straw/Hay Bale Dike O Temporary Access Waterway Crossing O Debris Basin O Temporary Stormdrain Diversion O Diversion O Temporary Swale O Grade Stabilization Structure O Turbidity Curtain O Land Grading O Water bars O Lined Waterway (Rock) O Paved Channel (Concrete) Biotechnical O Paved Flume O Brush Matting O Retaining Wall O Wattling O Riprap Slope Protection O Rock Outlet Protection Other O Streambank Protection Page 7 of 14 I 0182089828 Post-construction Stormwater Management Practice (SMP) Requirements Important: Completion of Questions 27-39 is not required if response to Question 22 is No. 27. Identify all site planning practices that were used to prepare the final site plan/layout for the project. O Preservation of Undisturbed Areas O Preservation of Buffers O Reduction of Clearing and Grading O Locating Development in Less Sensitive Areas O Roadway Reduction O Sidewalk Reduction O Driveway Reduction O Cul-de-sac Reduction O Building Footprint Reduction O Parking Reduction 27a. Indicate which of the following soil restoration criteria was used to address the requirements in Section 5.1 . 6 ("Soil Restoration") of the Design Manual (2010 version) . O All disturbed areas will be restored in accordance with the Soil Restoration requirements in Table 5.3 of the Design Manual (see page 5-22) . O Compacted areas were considered as impervious cover when calculating the WQv Required, and the compacted areas were assigned a post-construction Hydrologic Soil Group (HSG) designation that is one level less permeable than existing conditions for the hydrology analysis. 28. Provide the total Water Quality Volume (WQv) required for this project (based on final site plan/layout) . Total WQv Required acre-feet 29. Identify the RR techniques (Area Reduction) , RR techniques (Volume Reduction) and Standard SMPs with RRv Capacity in Table 1 (See Page 9) that were used to reduce the Total WQv Required(#28) . Also, provide in Table 1 the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques, provide the total contributing area (includes pervious area) and, if applicable, the total impervious area that contributes runoff to the technique/practice. Note: Redevelopment projects shall use Tables 1 and 2 to identify the SMPs used to treat and/or reduce the WQv required. If runoff reduction techniques will not be used to reduce the required WQv, skip to question 33a after identifying the SMPs. Page 8 of 14 I 7738089822 Table 1 - Runoff Reduction (RR) Techniques and Standard Stormwater Management Practices (SMPs) Total Contributing Total Contributing RR Techniques (Area Reduction) Area (acres) Impervious Area(acres) O Conservation of Natural Areas (RR-1) . . . �•� and/or �•� O SheetflowBuffers/Filters to Riparian �•� �•� Buffers/Filters Strips (RR-2) , , , , , , , , , , and/or O Tree Planting/Tree Pit (RR-3) . . . . . . . . . . and/or O Disconnection of Rooftop Runoff (RR-4) . . and/or RR Techniques (Volume Reduction) O Vegetated Swale (RR-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Garden (RR-6) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Stormwater Planter (RR-7) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Rain Barrel/Cistern (RR-8) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Porous Pavement (RR-9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Green Roof (RR-10) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �•� Standard SMPs with RRv Capacity O Infiltration Trench (I-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Infiltration Basin (I-2) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . ODry Well (I-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Underground Infiltration System (I-4) . . . . . . . . . . . . . . . . . . • • • • • • O Bioretention (F-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Dry Swale (0-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Standard SMPs O Micropool Extended Detention (P-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Pond (P-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Extended Detention (P-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Multiple Pond System (P-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Pocket Pond (P-5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Surface Sand Filter (F-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Underground Sand Filter (F-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Perimeter Sand Filter (F-3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Organic Filter (F-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Shallow Wetland (W-1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Extended Detention Wetland (W-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Pond/Wetland System (W-3) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . O Pocket Wetland (W-4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Swale (0-2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LPage 9 of 14 I 0762089822 Table 2 - Alternative SMPs (DO NOT INCLUDE PRACTICES BEING USED FOR PRETREATMENT ONLY) Total Contributing Alternative SMP Impervious Area(acres) O Hydrodynamic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Wet Vault O Media Filter O Other Provide the name and manufacturer of the Alternative SMPs (i.e. proprietary practice (s) ) being used for WQv treatment. Name Manufacturer Note: Redevelopment projects which do not use RR techniques, shall use questions 28, 29, 33 and 33a to provide SMPs used, total WQv required and total WQv provided for the project. 30. Indicate the Total RRv provided by the RR techniques (Area/Volume Reduction) and Standard SMPs with RRv capacity identified in question 29. Total RRv provided acre-feet 31. Is the Total RRv provided (430) greater than or equal to the total WQv required (428) . O Yes O No If Yes, go to question 36. If No, go to question 32. 32. Provide the Minimum RRv required based on HSG. [Minimum RRv Required = (P) (0. 95) (Ai) /12, Ai= (S) (Aic) ] Minimum RRv Required acre-feet 32a. Is the Total RRv provided (430) greater than or equal to the Minimum RRv Required (432) ? O Yes O No If Yes, go to question 33. Note: Use the space provided in question 439 to summarize the specific site limitations and justification for not reducing 100% of WQv required (#28) . A detailed evaluation of the specific site limitations and justification for not reducing 100% of the WQv required (#28) must also be included in the SWPPP. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. Page 10 of 14 I 1766089827 33. Identify the Standard SMPs in Table 1 and, if applicable, the Alternative SMPs in Table 2 that were used to treat the remaining total WQv(-Total WQv Required in 28 - Total RRv Provided in 30) . Also, provide in Table 1 and 2 the total impervious area that contributes runoff to each practice selected. Note: Use Tables 1 and 2 to identify the SMPs used on Redevelopment projects. 33a. Indicate the Total WQv provided (i.e. WQv treated) by the SMPs identified in question #33 and Standard SMPs with RRv Capacity identified in question 29. WQv Provided acre-feet Note: For the standard SMPs with RRv capacity, the WQv provided by each practice the WQv calculated using the contributing drainage area to the practice - RRv provided by the practice. (See Table 3.5 in Design Manual) 34 . Provide the sum of the Total RRv provided (#30) and the WQv provided (433a) . 35. Is the sum of the RRv provided (430) and the WQv provided (#33a) greater than or equal to the total WQv required (#28) ? O Yes O No If Yes, go to question 36. If No, sizing criteria has not been met, so NOI can not be processed. SWPPP preparer must modify design to meet sizing criteria. 36. Provide the total Channel Protection Storage Volume (CPv) required and provided or select waiver (36a) , if applicable. CPv Required CPv Provided acre-feet �'�acre-feet 36a. The need to provide channel protection has been waived because: O Site discharges directly to tidal waters or a fifth order or larger stream. O Reduction of the total CPv is achieved on site through runoff reduction techniques or infiltration systems. 37 . Provide the Overbank Flood (Qp) and Extreme Flood (Qf) control criteria or select waiver (37a) , if applicable. Total Overbank Flood Control Criteria (Qp) Pre-Development Post-development ' CFS CFS Total Extreme Flood Control Criteria (Qf) Pre-Development Post-development ' CFS CFS Page 11 of 14 I 1310089822 37a. The need to meet the Qp and Qf criteria has been waived because: O Site discharges directly to tidal waters or a fifth order or larger stream. O Downstream analysis reveals that the Qp and Qf controls are not required 38. Has a long term Operation and Maintenance Plan for the post-construction stcrmwater management practice (s) been O Yes O No developed? If Yes, Identify the entity responsible for the long term Operation and Maintenance / 39. Use this space to summarize the specific site limitations and justification for not reducing 100% of WQv required(428) . (See question 32a) This space can also be used for other pertinent project information. LPage 12 of 14 I 4285089826 40. Identify other DEC permits, existing and new, that are required for this project/facility. O Air Pollution Control O Coastal Erosion O Hazardous Waste O Long Island Wells O Mined Land Reclamation O Solid Waste O Navigable Waters Protection / Article 15 O Water Quality Certificate O Dam Safety O Water Supply O Freshwater Wetlands/Article 24 O Tidal Wetlands O Wild, Scenic and Recreational Rivers O Stream Bed or Bank Protection / Article 15 O Endangered or Threatened Species (Incidental Take Permit) O Individual SPDES O SPDES Multi-Sector GP N Y R O Other O None 41. Does this project require a US Army Corps of Engineers Wetland Permit? .❑ O Yes O No If Yes, Indicate Size of Impact. 42 . Is this project subject to the requirements of a regulated, traditional land use control MS4? O Yes O No (If No, skip question 43) 43. Has the "MS4 SWPPP Acceptance" form been signed by the principal executive officer or ranking elected official and submitted along O Yes O No with this NOI? 44 . If this NOI is being submitted for the purpose of continuing or transferring coverage under a general permit for stcrmwater runoff from construction activities, please indicate the former SPDES number assigned. N Y R LPage 13 of 14 I 3547089826 Owner/operator Certification I have read or been advised of the permit conditions and believe that I understand them. I also understand that, under the terms of the permit, there may be reporting requirements. I hereby certify that this document and the corresponding documents were prepared under my direction or supervision. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further understand that coverage under the general permit will be identified in the acknowledgment that I will receive as a result of submitting this NOI and can be as long as sixty (60) business days as provided for in the general permit. I also understand that, by submitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as the first element of construction, and agreeing to comply with all the terms and conditions of the general permit for which this NOI is being submitted. Print First Name MI F1 Print Last Name Owner/Operator Signature Date Ell / Ell Page 14 of 14 New York State Department of Environmental Conservation Division of Water 625 Broadway, 4th Floor Albany, New York 12233-3505 *(NOTE: Submit completed form to address above)* NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity Please indicate your permit identification number: NYR I. Owner or Operator Information 1. Owner/Operator Name: 2. Street Address: 3. City/State/Zip: 4. Contact Person: 4a.Telephone: 4b. Contact Person E-Mail: II. Project Site Information 5. Project/Site Name: 6. Street Address: 7. City/Zip: 8. County: III. Reason for Termination 9a. ❑ All disturbed areas have achieved final stabilization in accordance with the general permit and SWPPP. *Date final stabilization completed (month/year): 9b. ❑ Permit coverage has been transferred to new owner/operator. Indicate new owner/operator's permit identification number: NYR (Note: Permit coverage can not be terminated by owner identified in 1.1. above until new owner/operator obtains coverage under the general permit) 9c. ❑ Other(Explain on Page 2) IV. Final Site Information: 10a. Did this construction activity require the development of a SWPPP that includes post-construction stormwater management practices? ❑ yes ❑ no ( If no, go to question 1 Of.) 10b. Have all post-construction stormwater management practices included in the final SWPPP been constructed? ❑ yes ❑ no (If no, explain on Page 2) 10c. Identify the entity responsible for long-term operation and maintenance of practice(s)? Page 1 of 3 NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity-continued 10d. Has the entity responsible for long-term operation and maintenance been given a copy of the operation and maintenance plan required by the general permit? ❑ yes ❑ no 10e. Indicate the method used to ensure long-term operation and maintenance of the post-construction stormwater management practice(s): ❑ Post-construction stormwater management practice(s) and any right-of-way(s) needed to maintain practice(s) have been deeded to the municipality. ❑ Executed maintenance agreement is in place with the municipality that will maintain the post-construction stormwater management practice(s). ❑ For post-construction stormwater management practices that are privately owned, a mechanism is in place that requires operation and maintenance of the practice(s) in accordance with the operation and maintenance plan, such as a deed covenant in the owner or operator's deed of record. ❑ For post-construction stormwater management practices that are owned by a public or private institution (e.g. school, university or hospital), government agency or authority, or public utility; policy and procedures are in place that ensures operation and maintenance of the practice(s) in accordance with the operation and maintenance plan. 1Of. Provide the total area of impervious surface (i.e. roof, pavement, concrete, gravel, etc.) constructed within the disturbance area? (acres) 11. Is this project subject to the requirements of a regulated, traditional land use control MS4? ❑ yes ❑ no (If Yes, complete section VI -"MS4 Acceptance" statement V. Additional Information/Explanation: (Use this section to answer questions 9c. and 10b., if applicable) VI. MS4 Acceptance - MS4 Official (principal executive officer or ranking elected official) or Duly Authorized Representative (Note: Not required when 9b. is checked -transfer of coverage) I have determined that it is acceptable for the owner or operator of the construction project identified in question 5 to submit the Notice of Termination at this time. Printed Name: Title Position: Signature: Date: Page 2 of 3 NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity-continued VII. Qualified Inspector Certification - Final Stabilization: I hereby certify that all disturbed areas have achieved final stabilization as defined in the current version of the general permit, and that all temporary, structural erosion and sediment control measures have been removed. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. Printed Name: Title/Position: Signature: Date: VIII. Qualified Inspector Certification - Post-construction Stormwater Management Practice(s): I hereby certify that all post-construction stormwater management practices have been constructed in conformance with the SWPPP. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. Printed Name: Title/Position: Signature: Date: IX. Owner or Operator Certification I hereby certify that this document was prepared by me or under my direction or supervision. My determination, based upon my inquiry of the person(s)who managed the construction activity, or those persons directly responsible for gathering the information, is that the information provided in this document is true, accurate and complete. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. Printed Name: Title/Position: Signature: Date: (NYS DEC Notice of Termination -January 2015) Page 3 of 3 Ml-Rina—11 Ram 1.1-1 1-1—S--.1 1-11 MPJ veenTc. ii'Zll,"�. F 1 j L (Dp.)ENfSOILS MAP tlpJ run s 'a /0* `L Y111 vxoP�Nr caxnonf ^VIRGIN SITECONDITIONS VRGN PARKING II iPROVEIIENTS VIRGIN SITE CONDITIONS APEX SOLAR POWER �sen� sE ca nic s n� [lSBU t1l1EE 0U lE caAPTC sCALE JARRETT Engineers,PLLC z 1 1 .� Vrgn Conds Vrgn 1S West Si of Current Bld & Prkng Vrgn 2S 2nd St W Vrgn 1 L Dsgn Pnt Analysis SUbcat [R:each on Link Routing Diagram for 15038 160127 SW Analysis Prepared by JARRETT Engineers, PLLC, Printed 2/15/2016 HydroCAD®10.00-12 s/n 01268 ©2014 HydroCAD Software Solutions LLC 15038 160127 SW Analysis Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Area Listing (selected nodes) Area CN Description (acres) (subcatchment-numbers) 0.072 90 2nd St R.O.W. (Vrgn 2S) 0.687 30 Meadow, non-grazed, HSG A (Vrgn 1S) 0.009 39 Pasture/grassland/range, Good, HSG A (Vrgn 2S) 0.768 36 TOTAL AREA 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Vrgn 1S: West Side of Current Bldg & Prkng Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 1-Year Rainfall=2.20" Area (sfl CN Description 29,935 30 Meadow, non-grazed, HSG A 29,935 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.3 100 0.0100 0.08 Sheet Flow, Grass: Dense n= 0.240 P2= 2.50" 3.4 144 0.0100 0.70 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 24.7 244 Total Subcatchment Vrgn 1S: West Side of Current Bldg & Prkng Hydrograph � � Runoff Type 11 24-hr 1-Year Rainfall=2.20." Runoff Area=29,935 sf Runoff Volume=0.000 of Runoff Depth=0.00" LL Flow Length=244' Slope=0.0100 '/' Tc=24.7 m i n CN=30 0.00 cfs 0,,,,,, iii iii 0 2 4 '62''''8' 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Vrgn 2S: 2nd St ROW Runoff = 0.13 cfs @ 11.98 hrs, Volume= 0.006 af, Depth= 0.89" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 1-Year Rainfall=2.20" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 Pasture/grassland/range, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Vrgn 2S: 2nd St ROW Hydrograph 0.14 - Runoff 0.13 Cfs 013 Type II 24-hr- 0.12 '% 1-Year Rainfall=2.20" 0.11 0.1 Runoff Area=3,508 sf 0.09 Runoff Volume=0.006 of j °$ Runoff Depth=0.89" 3 0.07 j Flow Length=206' 0.06 0.05 Tc=5.9 min 0.04 %i C N=84 0.03 i 0.02 0.01 °,,,,,, 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Vrgn 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 0.00%Impervious, Inflow Depth = 0.09" for 1-Year event Inflow = 0.13 cfs @ 11.98 hrs, Volume= 0.006 of Primary = 0.13 cfs @ 11.98 hrs, Volume= 0.006 af, Atten= 0% Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Vrgn U: Dsgn Pnt Analysis Hydrograph ®Inflow 0.14 D Primary 0.13 cfs 0.13 Inflow Area=0.768 ac 0.12 0.11 / 0.1 0.09 0.08 c 0.07 FL 0.06 i 0.05 j 0.04::: 0.03 0.02 0.01 0.. 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Vrgn 1S: West Side of Current Bldg & Prkng Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=3.80" Area (sfl CN Description 29,935 30 Meadow, non-grazed, HSG A 29,935 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.3 100 0.0100 0.08 Sheet Flow, Grass: Dense n= 0.240 P2= 2.50" 3.4 144 0.0100 0.70 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 24.7 244 Total Subcatchment Vrgn 1S: West Side of Current Bldg & Prkng Hydrograph � � Runoff Type 11 24-hr 10-Year Rainfall=3.80" Runoff Area=29,935 sf Runoff Volume=0.000 of Runoff Depth=0.00" LL Flow Length=244' Slope=0.0100 '/' Tc=24.7 m i n CN=30 0.00 cfs 0,,,,,, iii iii 0 2 4 '62''''8' 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Vrgn 2S: 2nd St ROW Runoff = 0.31 cfs @ 11.97 hrs, Volume= 0.015 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=3.80" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 Pasture/grassland/range, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Vrgn 2S: 2nd St ROW Hydrograph 0.34 0.31 cfs Runoff .32 00.3 Type II 24-hr 0.28 j j 10-Year Rainfall=3.80" 0.26 0.24 Runoff Area=3,508 sf 0.22:::: % Runoff Volume=0.015 of w 0.2: 0.18 / Runoff Depth=2.20" 3 ' 0.,6 Flow Length=206' 0.12 % Tc=5.9 min 0.1 / CN=84 0.0s 0.06:::'/ 0.04 r" i 0.02 i .... 0 i 1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Vrgn 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 0.00%Impervious, Inflow Depth = 0.23" for 10-Year event Inflow = 0.31 cfs @ 11.97 hrs, Volume= 0.015 of Primary = 0.31 cfs @ 11.97 hrs, Volume= 0.015 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Vrgn U: Dsgn Pnt Analysis Hydrograph ®Inflow 0.34 D Primary 0.31 cfs 0.32 Inflow Area=0.768 ac 0.3 i 0.28 0.26 0.24 0.22 j w 0.2 3 0.18 / LL 0.16 0.14 / 0.12 0.1 0.08 0.06 0.04 0.02 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Vrgn 1S: West Side of Current Bldg & Prkng Runoff = 0.00 cfs @ 24.09 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 50-Year Rainfall=4.80" Area (sfl CN Description 29,935 30 Meadow, non-grazed, HSG A 29,935 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.3 100 0.0100 0.08 Sheet Flow, Grass: Dense n= 0.240 P2= 2.50" 3.4 144 0.0100 0.70 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 24.7 244 Total Subcatchment Vrgn 1S: West Side of Current Bldg & Prkng Hydrograph 0.000 � Runoff 0.000 0.00 cfs 0.000 Type II 24-hr 0.000 0.000 50-Year Rainfall=4.80" 0.000 0.000 -Runoff Area=29,935 sf 0.000 Runoff Volume=0.000 a o.000 Runoff Depth=0.00" 0.000 Flow Length=244' a o..00 0.000Slope=0.0100 0.000 Tc=24.7 thin- - - - 0.000 ;j CN=30 0 0. ii%%%i i i Gini 2'''' i 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Vrgn 2S: 2nd St ROW Runoff = 0.43 cfs @ 11.97 hrs, Volume= 0.021 af, Depth= 3.09" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 50-Year Rainfall=4.80" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 Pasture/grassland/range, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Vrgn 2S: 2nd St ROW Hydrograph 0.48::: - Runoff 0.4s 0.43 cfs 0.44 0.42 Type II 24-hr- 04 0.38 50-Year Rainfall=4.80" i 0.36 0.34 Runoff Area=3,508 sf 00.3 % Runoff Volume=0.021 of w 0.28 % Runoff Depth=3.09 0 0.26 3 0.24 LL 0.22 j Flow Length=206' 0.2 0.18 % Tc-5.9 min 0.16 , 0.14 CN=84 0.12 _ 0.1 0.08 0.06 - - 0.04 " 0.02 WE,?,�� 0 24 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Vrgn 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 0.00%Impervious, Inflow Depth = 0.32" for 50-Year event Inflow = 0.43 cfs @ 11.97 hrs, Volume= 0.021 of Primary = 0.43 cfs @ 11.97 hrs, Volume= 0.021 af, Atten= 0% Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Vrgn U: Dsgn Pnt Analysis Hydrograph ®Inflow 0.48 p Primary 0.46 , 0.43 cfs 0.44 Inflow Area=0.768 ac 0.42 0.4 0.38 0.36 0.34 0.32 0.3 w 0.28 v 0.26 3 0.24 i 0.22 LL 0.2 0.16 0.14 0.12 0.1 0.08 - - 0.06 0.04 0.02 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Vrgn 1S: West Side of Current Bldg & Prkng Runoff = 0.00 cfs @ 24.02 hrs, Volume= 0.001 af, Depth= 0.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.40" Area (sfl CN Description 29,935 30 Meadow, non-grazed, HSG A 29,935 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.3 100 0.0100 0.08 Sheet Flow, Grass: Dense n= 0.240 P2= 2.50" 3.4 144 0.0100 0.70 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 24.7 244 Total Subcatchment Vrgn 1S: West Side of Current Bldg & Prkng Hydrograph 0.003 � - r(].0� CfS 0.002 Type II 24-hr 0.002 100-Year Rainfall=5.4 ' 0.002 Runoff Area=29,93 'sf 0.002 Runoff Volume=0 01 of - 0.002 3 0.001 Runoff Depth=0. LL 0.001 Flow Length=24j 0.001 Slope=0.0100 0.00' Tc=24.7 min 0.001 CN=30 0.000 , 0.000 r 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Vrgn 2S: 2nd St ROW Runoff = 0.51 cfs @ 11.97 hrs, Volume= 0.024 af, Depth= 3.64" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.40" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 Pasture/grassland/range, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Vrgn 2S: 2nd St ROW Hydrograph 0.55 � Runoff 0.51 cfs 0.5 j Type II 24-hr 0.45 100-Year Rainfall=5.40" 0.4 Runoff Area=3,508 sf 0.35 j Runoff Volume=0.024 of 3 0.3 Runoff Depth=3.64 0.25 Flow Length=206' j 0.2 Tc=5.9 min 0.15 CIN=84-- 0.1 0.05 0„ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Vrgn 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 0.00%Impervious, Inflow Depth = 0.40" for 100-Year event Inflow = 0.51 cfs @ 11.97 hrs, Volume= 0.026 of Primary = 0.51 cfs @ 11.97 hrs, Volume= 0.026 af, Atten= 01/o, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Vrgn U: Dsgn Pnt Analysis Hydrograph ®Inflow D Primary 0.55 0.51 cfs 0.5 Inflow Area=0.768 ac - 0.45 0.4 0.35 - N 0.3 3 a 0.25 0.2 0.15 j 0.1 a 0.05 0,; 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) r 10, lm � vvvvvvvvvvvvvvvvv // r f U f h �P^TM XA viv PRE EXISTING SITE CONDITIONS PREP caRm PARKING IAIMPROVEMENT'AP APEX SOLAR POWER GUEENSBUV N PRE-EXISTING SITE CONDITIONS >���o ��, � JARRE'I"I'Engineers,PLLC GRAPHIC SCALE Pre-Existing Conds Pre2S Grn Area N ar Elec Trnsfrmr ad Pre 1 S West S' a of Bldg & Prkng Pre)3S Pre 1R 2nd St RO Flow Thr Catchmnt Pre 3S Pre 1 L Dsgn Pnt Analysis SUbcat [R:each on Link Routing Diagram for 15038 160127 SW Analysis Prepared by JARRETT Engineers, PLLC, Printed 2/15/2016 HydroCAD®10.00-12 s/n 01268 ©2014 HydroCAD Software Solutions LLC 15038 160127 SW Analysis Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Area Listing (selected nodes) Area CN Description (acres) (subcatchment-numbers) 0.072 90 2nd St R.O.W. (Pre 3S) 0.038 39 >75%Grass cover, Good, HSG A (Pre 1S, Pre 2S, Pre 3S) 0.658 98 Paved parking, HSG A (Pre 1S, Pre 2S) 0.768 94 TOTAL AREA 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 1S: West Side of Bldg & Prkng Runoff = 2.28 cfs @ 11.92 hrs, Volume= 0.100 af, Depth= 1.77" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 1-Year Rainfall=2.20" Area (sfl CN Description 932 39 >75%Grass cover, Good, HSG A 28,612 98 Paved parking, HSG A 29,544 96 Weighted Average 932 3.15%Pervious Area 28,612 96.85% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.5 82 0.0100 0.89 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" Subcatchment Pre 1S: West Side of Bldg & Prkng Hydrograph 2.28 cfs Runoff Type II 24-hr 2.. 1-Year Rainfall=2.20" j Runoff Area=29,544 sf Runoff Volume=0.100 of j Runoff Depth=1 .77" Flow Length=82'_ j Slope=0.0100 '/' M Tc=1 .5 min 'f CN=96 0,,,,,, iiGii,'%i 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 2S: Grn Area Near Elec Trnsfrmr Pad Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 1-Year Rainfall=2.20" Area (sfl CN Description 36 98 Paved parking, HSG A 353 39 >75%Grass cover, Good, HSG A 389 44 Weighted Average 353 90.75% Pervious Area 36 9.25%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.1 10 0.0700 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" Subcatchment Pre 2S: Grn Area Near Elec Trnsfrmr Pad Hydrograph 1... � Runoff Type 11 24-hr 1-Year Rainfall=2.20" Runoff Area=389 sf Runoff Volume=0.000 of Runoff Depth=0.00" Flow Length=10' Slope=0.0700 '/' Tc=1 .1 min CN=44 0.00 cfs MR,i i 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 3S: 2nd St ROW Runoff = 0.13 cfs @ 11.98 hrs, Volume= 0.006 af, Depth= 0.89" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 1-Year Rainfall=2.20" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 >75%Grass cover, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Pre 3S: 2nd St ROW Hydrograph 0.14 - Runoff 0.13 Cfs 013 Type II 24-hr- 0.12 '% 1-Year Rainfall=2.20" 0.11 0.1 Runoff Area=3,508 sf 0.09 Runoff Volume=0.006 of j °$ Runoff Depth=0.89" 3 0.07 j Flow Length=206' 0.06 0.05 Tc=5.9 min 0.04 %i C N=84 0.03 i 0.02 0.01 °,,,,,, 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Reach Pre 1R: Flow Thru Catchmnt Pre 3S Inflow Area = 0.678 ac, 96.85%Impervious, Inflow Depth = 1.77" for 1-Year event Inflow = 2.28 cfs @ 11.92 hrs, Volume= 0.100 of Outflow = 2.23 cfs @ 11.94 hrs, Volume= 0.100 af, Atten= 21/o, Lag= 1.1 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Max. Velocity= 2.76 fps, Min. Travel Time= 0.7 min Avg. Velocity = 0.71 fps, Avg. Travel Time= 2.9 min Peak Storage= 99 cf @ 11.92 hrs Average Depth at Peak Storage= 0.18' Bank-Full Depth= 0.25' Flow Area= 1.3 sf, Capacity= 4.59 cfs 8.00' x 0.25' deep Parabolic Channel, n= 0.016 Asphalt, rough Length= 122.0' Slope= 0.0150 '/' Inlet Invert= 384.00', Outlet Invert= 382.17' Reach Pre 1R: Flow Thru Catchmnt Pre 3S Hydrograph ®Inflow 2.28 cfs o outflow 2.23 cfs Inflow Area=0.678 ac z.. Avg. Flow Depth=0.18' Max Vel=2.76 fps n=0.016 3 � L=122.0' LL S=0.0150 '/' Capacity=4.59 cfs 0 2 4 6 8 10 12 14 16 18 20 2224 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Pre 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 85.67%Impervious, Inflow Depth = 1.66" for 1-Year event Inflow = 2.35 cfs @ 11.94 hrs, Volume= 0.106 of Primary = 2.35 cfs @ 11.94 hrs, Volume= 0.106 af, Atten= 0% Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Pre U: Dsgn Pnt Analysis Hydrograph ®Inflow D Primary 2.35 cfs Inflow Area=0.768 ac z V LL 0.. 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 1S: West Side of Bldg & Prkng Runoff = 4.11 cfs @ 11.92 hrs, Volume= 0.189 af, Depth= 3.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=3.80" Area (sf) CN Description 932 39 >75%Grass cover, Good, HSG A 28,612 98 Paved parking, HSG A 29,544 96 Weighted Average 932 3.15%Pervious Area 28,612 96.85% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.5 82 0.0100 0.89 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" Subcatchment Pre 1S: West Side of Bldg & Prkng Hydrograph 4.11 cfs Runoff Type II 24-hr 4 10-Year Rainfall=3.80" Runoff Area=29,544 sf 3 Runoff Volume=0.189 of j Runoff Depth=3.34" LL 2 % Flow Length=82' Slope=0.0100 '/' Tc=1 .5 min_ CN=96 0,,, 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 2S: Grn Area Near Elec Trnsfrmr Pad Runoff = 0.00 cfs @ 12.84 hrs, Volume= 0.000 af, Depth= 0.11" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=3.80" Area (sfl CN Description 36 98 Paved parking, HSG A 353 39 >75%Grass cover, Good, HSG A 389 44 Weighted Average 353 90.75% Pervious Area 36 9.25%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.1 10 0.0700 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" Subcatchment Pre 2S: Grn Area Near Elec Trnsfrmr Pad Hydrograph 0.000 �.�� CfS � Runoff 0.000 Type II 24-hr- 0.000 10-Year Rainfall=3.80 0.000 Runoff Area=389 sf ° Runoff Volume=0.000 of N ° U ° Runoff Depth=0.11" ° j j Flow Length-10' ° % j Slope=0.0700 ° Tc=1 .1 min ° j CN=44 ° ° 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 3S: 2nd St ROW Runoff = 0.31 cfs @ 11.97 hrs, Volume= 0.015 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=3.80" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 >75%Grass cover, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Pre 3S: 2nd St ROW Hydrograph 0.34 0.31 cfs Runoff .32 00.3 Type II 24-hr 0.28 j j 10-Year Rainfall=3.80" 0.26 0.24 Runoff Area=3,508 sf 0.22:::: % Runoff Volume=0.015 of w 0.2: 0.18 / Runoff Depth=2.20" 3 ' 0.,6 Flow Length=206' 0.12 % Tc=5.9 min 0.1 / CN=84 0.0s 0.06:::'/ 0.04 r" i 0.02 i .... 0 i 1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Reach Pre 1R: Flow Thru Catchmnt Pre 3S Inflow Area = 0.678 ac, 96.85%Impervious, Inflow Depth = 3.34" for 10-Year event Inflow = 4.11 cfs @ 11.92 hrs, Volume= 0.189 of Outflow = 4.06 cfs @ 11.93 hrs, Volume= 0.189 af, Atten= 1% Lag= 1.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Max. Velocity= 3.31 fps, Min. Travel Time= 0.6 min Avg. Velocity = 0.85 fps, Avg. Travel Time= 2.4 min Peak Storage= 150 cf @ 11.92 hrs Average Depth at Peak Storage= 0.24' Bank-Full Depth= 0.25' Flow Area= 1.3 sf, Capacity= 4.59 cfs 8.00' x 0.25' deep Parabolic Channel, n= 0.016 Asphalt, rough Length= 122.0' Slope= 0.0150 '/' Inlet Invert= 384.00', Outlet Invert= 382.17' Reach Pre 1R: Flow Thru Catchmnt Pre 3S Hydrograph ®Inflow 4.11 cfs o outflow 4.06 cfs Inflow Area=0.678 ac 4: j Avg. Flow Depth=0.24' Max Vel 3.31 fps 3: n=0.016 L=1..22.0'. 3 U. 2 S=0.0150 '/' j Capaclity=4.59 cfs 0 %r.. i... 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Pre 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 85.67%Impervious, Inflow Depth = 3.18" for 10-Year event Inflow = 4.34 cfs @ 11.93 hrs, Volume= 0.204 of Primary = 4.34 cfs @ 11.93 hrs, Volume= 0.204 af, Atten= 0% Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Pre U: Dsgn Pnt Analysis Hydrograph ®Inflow D Primary 4.34 cfs Inflow Area=0.768 ac 4 3 v LL 2 / 0-� 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 1S: West Side of Bldg & Prkng Runoff = 5.24 cfs @ 11.92 hrs, Volume= 0.245 af, Depth= 4.33" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 50-Year Rainfall=4.80" Area (sf) CN Description 932 39 >75%Grass cover, Good, HSG A 28,612 98 Paved parking, HSG A 29,544 96 Weighted Average 932 3.15%Pervious Area 28,612 96.85% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.5 82 0.0100 0.89 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" Subcatchment Pre 1S: West Side of Bldg & Prkng Hydrograph 5.24 cfs Runoff 5: j Type II 24-hr j 50-Year Rainfall=4.80" 4: j Runoff Area=29,544 sf j Runoff Volume=0.245 of _ - - Runoff Depth=4.33"- L j Flow Length 82' 2° Slope=0.0100 jTc=1 .5 min CN=96 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 2S: Grn Area Near Elec Trnsfrmr Pad Runoff = 0.00 cfs @ 11.95 hrs, Volume= 0.000 af, Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 50-Year Rainfall=4.80" Area (sfl CN Description 36 98 Paved parking, HSG A 353 39 >75%Grass cover, Good, HSG A 389 44 Weighted Average 353 90.75% Pervious Area 36 9.25%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.1 10 0.0700 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" Subcatchment Pre 2S: Grn Area Near Elec Trnsfrmr Pad Hydrograph 0.003 0.0 CfS Runoff 0.003 % Type 11 24-hr 0.003::: 50-Year-Rainfall=4.80" 0003 0.002 % Runoff Area=389 sf 0.002:: Runoff Volume=0.000 af- 3 0.002 Runoff Depth=0.34 0002 LLj Flow Length=10' 0.001 ::: 0.001Slope=0.0700 / 0.001 - Tc=1.1 -min 0.001 CN=44 0.001 0.000 0.000:: 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 3S: 2nd St ROW Runoff = 0.43 cfs @ 11.97 hrs, Volume= 0.021 af, Depth= 3.09" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 50-Year Rainfall=4.80" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 >75%Grass cover, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Pre 3S: 2nd St ROW Hydrograph 0.48::: - Runoff 0.4s 0.43 cfs 0.44 0.42 Type II 24-hr- 04 0.38 50-Year Rainfall=4.80" i 0.36 0.34 Runoff Area=3,508 sf 00.3 % Runoff Volume=0.021 of w 0.28 % Runoff Depth=3.09 0 0.26 3 0.24 LL 0.22 j Flow Length=206' 0.2 0.18 % Tc-5.9 min 0.16 , 0.14 CN=84 0.12 _ 0.1 0.08 0.06 - - 0.04 " 0.02 WE,?,�� 0 24 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Reach Pre 1R: Flow Thru Catchmnt Pre 3S Inflow Area = 0.678 ac, 96.85%Impervious, Inflow Depth = 4.33" for 50-Year event Inflow = 5.24 cfs @ 11.92 hrs, Volume= 0.245 of Outflow = 5.18 cfs @ 11.93 hrs, Volume= 0.245 af, Atten= 1%, Lag= 0.9 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Max. Velocity= 3.56 fps, Min. Travel Time= 0.6 min Avg. Velocity = 0.92 fps, Avg. Travel Time= 2.2 min Peak Storage= 177 cf @ 11.92 hrs Average Depth at Peak Storage= 0.27' Bank-Full Depth= 0.25' Flow Area= 1.3 sf, Capacity= 4.59 cfs 8.00' x 0.25' deep Parabolic Channel, n= 0.016 Asphalt, rough Length= 122.0' Slope= 0.0150 '/' Inlet Invert= 384.00', Outlet Invert= 382.17' Reach Pre 1R: Flow Thru Catchmnt Pre 3S Hydrograph ®Inflow 5.24 cfs o outflow 5.18 cfs Inflow Area=0.678 ac 5 j Avg. Flow Depth=0.27' 4 Max Vel=3.56 fps �� n=0.016 � 3 L=122.0' LL - % S=0.0150 '/' - 2., Capacity=4.59 cfs - j - 0 /iv%�'��i i,w i,i ��/imn ii%ii iir�i i i� �ii%�% 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Pre 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 85.67%Impervious, Inflow Depth = 4.16" for 50-Year event Inflow = 5.57 cfs @ 11.93 hrs, Volume= 0.266 of Primary = 5.57 cfs @ 11.93 hrs, Volume= 0.266 af, Atten= 0% Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Pre U: Dsgn Pnt Analysis Hydrograph ®Inflow 6' D Primary 5.57 cfs Inflow Area=0.768 ac 5 4 0 3 / LL 2 0111, igg 0-� 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 1S: West Side of Bldg & Prkng Runoff = 5.92 cfs @ 11.92 hrs, Volume= 0.279 af, Depth= 4.93" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.40" Area (sf) CN Description 932 39 >75%Grass cover, Good, HSG A 28,612 98 Paved parking, HSG A 29,544 96 Weighted Average 932 3.15%Pervious Area 28,612 96.85% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.5 82 0.0100 0.89 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" Subcatchment Pre 1S: West Side of Bldg & Prkng Hydrograph 5.92 cfs Runoff 6 / Type II 24-hr 100-Year Rainfall=5.40" Vs Runoff Area=29,544 sf 4 - Runoff Volume=0.279 af- Runoff Depth=4.93" 3 % Flow Length=82' j Slope=0.0100 '/'- - 2 Tc=1 .5 min CN=96 i 0„ 0 2 4 6 8 10 12 14 16 18 220-2,12-2,24-2,26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 2S: Grn Area Near Elec Trnsfrmr Pad Runoff = 0.01 cfs @ 11.94 hrs, Volume= 0.000 af, Depth= 0.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.40" Area (sf) CN Description 36 98 Paved parking, HSG A 353 39 >75%Grass cover, Good, HSG A 389 44 Weighted Average 353 90.75% Pervious Area 36 9.25%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.1 10 0.0700 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" Subcatchment Pre 2S: Grn Area Near Elec Trnsfrmr Pad Hydrograph 0.007 0.007 0.01 cfs / Runoff 0.006 Type II 24-hr 0006 j 100-Year Rainfall=5.40" 0005 Runoff Area=389 sf ^ 005 .004 j Runoff Volume=0.000 of 0.004 , Runoff Depth=0.52' 0 003 Flow Length=10' 0.003 Slope=0.0700 '/' 0.002 0.002 % Tc=1.1 m i n 0.001 , C N=44 0.001 0.000 °..,,,, 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Pre 3S: 2nd St ROW Runoff = 0.51 cfs @ 11.97 hrs, Volume= 0.024 af, Depth= 3.64" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.40" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 >75%Grass cover, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Pre 3S: 2nd St ROW Hydrograph 0.55 � Runoff 0.51 cfs 0.5 j Type II 24-hr 0.45 100-Year Rainfall=5.40" 0.4 Runoff Area=3,508 sf 0.35 j Runoff Volume=0.024 of 3 0.3 Runoff Depth=3.64 0.25 Flow Length=206' j 0.2 Tc=5.9 min 0.15 CIN=84-- 0.1 0.05 0„ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Reach Pre 1R: Flow Thru Catchmnt Pre 3S Inflow Area = 0.678 ac, 96.85%Impervious, Inflow Depth = 4.93" for 100-Year event Inflow = 5.92 cfs @ 11.92 hrs, Volume= 0.279 of Outflow = 5.84 cfs @ 11.93 hrs, Volume= 0.279 af, Atten= 1%, Lag= 0.9 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Max. Velocity= 3.68 fps, Min. Travel Time= 0.6 min Avg. Velocity = 0.96 fps, Avg. Travel Time= 2.1 min Peak Storage= 194 cf @ 11.92 hrs Average Depth at Peak Storage= 0.28' Bank-Full Depth= 0.25' Flow Area= 1.3 sf, Capacity= 4.59 cfs 8.00' x 0.25' deep Parabolic Channel, n= 0.016 Asphalt, rough Length= 122.0' Slope= 0.0150 '/' Inlet Invert= 384.00', Outlet Invert= 382.17' Reach Pre 1R: Flow Thru Catchmnt Pre 3S Hydrograph ®Inflow 5.92 cfs o outflow 5.84 cfs Inflow Area=0.678 ac j Avg. Flow Depth=0.28' 6 Max Vel=3.68 fps 4 n=0.016 L=122.0' 3 3: j S=0.0150 '/' j 2Capacity=4.59 cfs ° 0. i/. 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Pre 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 85.67%Impervious, Inflow Depth = 4.74" for 100-Year event Inflow = 6.31 cfs @ 11.93 hrs, Volume= 0.303 of Primary = 6.31 cfs @ 11.93 hrs, Volume= 0.303 af, Atten= 0% Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Pre U: Dsgn Pnt Analysis Hydrograph 7... ®Inflow D Primary 6.31 ifs Inflow Area=0.768 ac 6" 5 w 4 v 3 a 3 2' 0-� 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) .. r `� Yf U �s fL'✓ X/ mp�` \\a \ POST DEVELOPMENT CONDITIONS POST PARKING IAiPROVEhiENTS APEX SOLAR POR QUEE 1,SB POST DEVELOPMENT CONDITIONS �E P���s�+� JARRE'I"I'Engineers,PLLC GRAPHIC SCALE Post Const Conds Pos)2S Grn Area Near Elec Pond 1P Trnsfr r Pad Post 1 S Lndscpd Infil Swale West Side of Bldg & Prkng Post 3S 2nd St R W Pond 2P Exist Drywell Post 1 L Dsgn Pnt Analysis SUbcat Reach on Link Routing Diagram for 15038 160127 SW Analysis Prepared by JARRETT Engineers, PLLC, Printed 2/15/2016 HydroCAD®10.00-12 s/n 01268 ©2014 HydroCAD Software Solutions LLC 15038 160127 SW Analysis Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Area Listing (selected nodes) Area CN Description (acres) (subcatchment-numbers) 0.072 90 2nd St R.O.W. (Post 3S) 0.115 39 >75%Grass cover, Good, HSG A (Post 1S, Post 2S, Post 3S) 0.580 98 Paved parking, HSG A (Post 1S, Post 2S) 0.768 88 TOTAL AREA 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 1S: West Side of Bldg & Prkng Runoff = 1.74 cfs @ 11.91 hrs, Volume= 0.068 af, Depth= 1.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 1-Year Rainfall=2.20" Area (sf) CN Description 25,247 98 Paved parking, HSG A 4,289 39 >75%Grass cover, Good, HSG A 29,536 89 Weighted Average 4,289 14.52% Pervious Area 25,247 85.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 40 0.0250 1.11 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" Subcatchment Post 1S: West Side of Bldg & Prkng Hydrograph 1.74 cfs Runoff Type 11 24-hr 1-Year Rainfall=2.20" Runoff Area=29,536 sf Runoff,Volume=0.068 of Runoff Depth=1.20"- j Flow Length=40' Slope=0.0250 / Tc=0.6 min % CN 89 0... 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 2S: Grn Area Near Elec Trnsfrmr Pad Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 1-Year Rainfall=2.20" Area (sfl CN Description 36 98 Paved parking, HSG A 353 39 >75%Grass cover, Good, HSG A 389 44 Weighted Average 353 90.75% Pervious Area 36 9.25%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.1 10 0.0700 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" Subcatchment Post 2S: Grn Area Near Elec Trnsfrmr Pad Hydrograph 1... � Runoff Type 11 24-hr 1-Year Rainfall=2.20" Runoff Area=389 sf Runoff Volume=0.000 of Runoff Depth=0.00" Flow Length=10' Slope=0.0700 '/' Tc=1 .1 min CN=44 0.00 cfs MR,i i 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 3S: 2nd St ROW Runoff = 0.13 cfs @ 11.98 hrs, Volume= 0.006 af, Depth= 0.89" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 1-Year Rainfall=2.20" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 >75%Grass cover, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Post 3S: 2nd St ROW Hydrograph 0.14 - Runoff 0.13 Cfs 013 Type II 24-hr- 0.12 '% 1-Year Rainfall=2.20" 0.11 0.1 Runoff Area=3,508 sf 0.09 Runoff Volume=0.006 of j °$ Runoff Depth=0.89" 3 0.07 j Flow Length=206' 0.06 0.05 Tc=5.9 min 0.04 %i C N=84 0.03 i 0.02 0.01 °,,,,,, 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Pond Pond 1P: Lndscpd Infil Swale Inflow Area = 0.678 ac, 85.48%Impervious, Inflow Depth = 1.20" for 1-Year event Inflow = 1.74 cfs @ 11.91 hrs, Volume= 0.068 of Outflow = 1.72 cfs @ 11.91 hrs, Volume= 0.068 af, Atten= 1% Lag= 0.1 min Discarded = 1.72 cfs @ 11.91 hrs, Volume= 0.068 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 380.02'g 11.91 hrs Surf.Area= 1,650 sf Storage= 15 cf Plug-Flow detention time=0.1 min calculated for 0.068 of(100%of inflow) Center-of-Mass det. time=0.1 min ( 818.9 - 818.8 ) Volume Invert Avail.Storage Storage Description #1 380.00' 1,980 cf Custom Stage Data (Prismatic) Listed below (Recalc) 4,950 cf Overall x 40.0%Voids #2 382.50' 655 cf Custom Stage Data (Prismatic) Listed below (Recalc) 2,635 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 380.00 1,650 0 0 383.00 1,650 4,950 4,950 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 382.50 992 0 0 383.00 1,628 655 655 Device Routing Invert Outlet Devices #1 Primary 382.75' 2.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 #2 Discarded 380.00' 60.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=2.29 cfs @ 11.91 hrs HW=380.02' (Free Discharge) L2=Exf1ltration (Exfiltration Controls 2.29 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=380.00' (Free Discharge) L1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Pond Pond 1P: Lndscpd Infl Swale Hydrograph ED 1.74_cfs Inflow �"Il Outflow Inflow Area=0.678 ac Discarded 1.72 cfS O Primary Peak Elev=380.02' Storage=15 cf U 3 0 LL / r 0.00 cfs ii ----- 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 '3"'0""3''2 3'4'"3''6 3'8'"4"'0"'"4"2 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Pond Pond 2P: Exist Drywell Inflow Area = 0.678 ac, 85.48%Impervious, Inflow Depth = 0.00" for 1-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0% Lag= 0.0 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Elev= 376.00'g 0.00 hrs Surf.Area= 113 sf Storage= 0 cf Plug-Flow detention time=(not calculated: initial storage exceeds outflow) Center-of-Mass det. time=(not calculated: no inflow) Volume Invert Avail.Storage Storage Description #1 376.00' 191 cf 12.00'D x 6.00'H Vertical Cone/Cylinder 679 cf Overall - 201 cf Embedded= 478 cf x 40.0%Voids #2 378.00' 201 cf 8.00'D x 4.00'H Vertical Cone/Cylinder Inside #1 392 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 376.00' 120.000 in/hr Ex ltration over Surface area #2 Primary 381.95' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=376.00' (Free Discharge) L1=Ex ltration (Passes 0.00 cfs of 0.31 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=376.00' (Free Discharge) L2=Orifice/Grate ( Controls 0.00 cfs) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Pond Pond 2P: Exist Drywell Hydrograph ED Inflow 111 Outflow ,... Inflow Area=0.678 ac p Prmarded ry Peak Elev=376.00' Storage=0 cf N U 3 0 LL (1 (111 rfg 0.00 cfs �,,,,,, i'iii' 'ii %iii%0/ I/z,119 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 '3O-32-34-36-38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 1-Year Rainfall=2.20" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Post 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 75.62%Impervious, Inflow Depth = 0.09" for 1-Year event Inflow = 0.13 cfs @ 11.98 hrs, Volume= 0.006 of Primary = 0.13 cfs @ 11.98 hrs, Volume= 0.006 af, Atten= 0% Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Post 1L: Dsgn Pnt Analysis Hydrograph ®Inflow 0.14 D Primary 0.13 cfs 0.13 Inflow Area=0.768 ac 0.12 0.11 / 0.1 0.09 0.08 c 0.07 FL 0.06 i 0.05 j 0.04::: 0.03 0.02 0.01 0.. 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 1S: West Side of Bldg & Prkng Runoff = 3.66 cfs @ 11.91 hrs, Volume= 0.149 af, Depth= 2.64" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=3.80" Area (sfl CN Description 25,247 98 Paved parking, HSG A 4,289 39 >75%Grass cover, Good, HSG A 29,536 89 Weighted Average 4,289 14.52% Pervious Area 25,247 85.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 40 0.0250 1.11 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" Subcatchment Post 1S: West Side of Bldg & Prkng Hydrograph 4.., 3.66 cfs Runoff j Type 11 24-hr 10-Year Rainfall=3.80" 3 / Runoff Area=29,536 sf Runoff Volume=0.149 of w % . � Runoff.Depth=2.64" 2 Flow Length=40' Slope=0.0250 / 1 j Tc=0.6 min- CN=89 0,,, 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 2S: Grn Area Near Elec Trnsfrmr Pad Runoff = 0.00 cfs @ 12.84 hrs, Volume= 0.000 af, Depth= 0.11" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=3.80" Area (sfl CN Description 36 98 Paved parking, HSG A 353 39 >75%Grass cover, Good, HSG A 389 44 Weighted Average 353 90.75% Pervious Area 36 9.25%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.1 10 0.0700 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" Subcatchment Post 2S: Grn Area Near Elec Trnsfrmr Pad Hydrograph 0.000 �.�� CfS � Runoff 0.000 Type II 24-hr- 0.000 10-Year Rainfall=3.80 0.000 Runoff Area=389 sf ° Runoff Volume=0.000 of N ° U ° Runoff Depth=0.11" ° j j Flow Length-10' ° % j Slope=0.0700 ° Tc=1 .1 min ° j CN=44 ° ° 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 3S: 2nd St ROW Runoff = 0.31 cfs @ 11.97 hrs, Volume= 0.015 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=3.80" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 >75%Grass cover, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Post 3S: 2nd St ROW Hydrograph 0.34 0.31 cfs Runoff .32 00.3 Type II 24-hr 0.28 j j 10-Year Rainfall=3.80" 0.26 0.24 Runoff Area=3,508 sf 0.22:::: % Runoff Volume=0.015 of w 0.2: 0.18 / Runoff Depth=2.20" 3 ' 0.,6 Flow Length=206' 0.12 % Tc=5.9 min 0.1 / CN=84 0.0s 0.06:::'/ 0.04 r" i 0.02 i .... 0 i 1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Pond Pond 1P: Lndscpd Infil Swale Inflow Area = 0.678 ac, 85.48%Impervious, Inflow Depth = 2.64" for 10-Year event Inflow = 3.66 cfs @ 11.91 hrs, Volume= 0.149 of Outflow = 2.29 cfs @ 11.83 hrs, Volume= 0.149 af, Atten= 371/4 Lag= 0.0 min Discarded = 2.29 cfs @ 11.83 hrs, Volume= 0.149 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 380.55'g 11.95 hrs Surf.Area= 1,650 sf Storage= 361 cf Plug-Flow detention time= 1.7 min calculated for 0.149 of(100%of inflow) Center-of-Mass det. time=0.6 min ( 796.9 - 796.3 ) Volume Invert Avail.Storage Storage Description #1 380.00' 1,980 cf Custom Stage Data (Prismatic) Listed below (Recalc) 4,950 cf Overall x 40.0%Voids #2 382.50' 655 cf Custom Stage Data (Prismatic) Listed below (Recalc) 2,635 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 380.00 1,650 0 0 383.00 1,650 4,950 4,950 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 382.50 992 0 0 383.00 1,628 655 655 Device Routing Invert Outlet Devices #1 Primary 382.75' 2.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 #2 Discarded 380.00' 60.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=2.29 cfs @ 11.83 hrs HW=380.03' (Free Discharge) L2=Exf1ltration (Exfiltration Controls 2.29 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=380.00' (Free Discharge) L1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Pond Pond 1P: Lndscpd Infl Swale Hydrograph 3.66 cfs Infiow �"Il Outflow Discarded 4.. Inflow Area=0.678 ac p Primary Peak Elev=380.55' Storage=361 cf 3... 2.29 cfs N U 3 2 0 LL s' f 0.00 cfs %i 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Pond Pond 2P: Exist Drywell Inflow Area = 0.678 ac, 85.48%Impervious, Inflow Depth = 0.00" for 10-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0% Lag= 0.0 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Elev= 376.00'g 0.00 hrs Surf.Area= 113 sf Storage= 0 cf Plug-Flow detention time=(not calculated: initial storage exceeds outflow) Center-of-Mass det. time=(not calculated: no inflow) Volume Invert Avail.Storage Storage Description #1 376.00' 191 cf 12.00'D x 6.00'H Vertical Cone/Cylinder 679 cf Overall - 201 cf Embedded= 478 cf x 40.0%Voids #2 378.00' 201 cf 8.00'D x 4.00'H Vertical Cone/Cylinder Inside #1 392 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 376.00' 120.000 in/hr Ex ltration over Surface area #2 Primary 381.95' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=376.00' (Free Discharge) L1=Ex ltration (Passes 0.00 cfs of 0.31 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=376.00' (Free Discharge) L2=Orifice/Grate ( Controls 0.00 cfs) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Pond Pond 2P: Exist Drywell Hydrograph ED Inflow 111 Outflow ,... Inflow Area=0.678 ac p Prmarded ry Peak Elev=376.00' Storage=0 cf N U 3 0 LL (1 (111 rfg 0.00 cfs �,,,,,, i'iii' 'ii %iii%0/ I/z,119 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 '3O-32-34-36-38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 10-Year Rainfall=3.80" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Post 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 75.62%Impervious, Inflow Depth = 0.23" for 10-Year event Inflow = 0.31 cfs @ 11.97 hrs, Volume= 0.015 of Primary = 0.31 cfs @ 11.97 hrs, Volume= 0.015 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Post 1L: Dsgn Pnt Analysis Hydrograph ®Inflow 0.34 D Primary 0.31 cfs 0.32 Inflow Area=0.768 ac 0.3 i 0.28 0.26 0.24 0.22 j w 0.2 3 0.18 / LL 0.16 0.14 i 0.12 0.1 0.08 0.06 0.04 0.02 0-� 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 1S: West Side of Bldg & Prkng Runoff = 4.86 cfs @ 11.91 hrs, Volume= 0.202 af, Depth= 3.58" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 50-Year Rainfall=4.80" Area (sf) CN Description 25,247 98 Paved parking, HSG A 4,289 39 >75%Grass cover, Good, HSG A 29,536 89 Weighted Average 4,289 14.52% Pervious Area 25,247 85.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 40 0.0250 1.11 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" Subcatchment Post 1S: West Side of Bldg & Prkng Hydrograph 5 4.86 cfs � Runoff j Type II 24-hr 50-Year Rainfall=.4.80" 4 Runoff Area=29,536 sf Runoff Volume=0.202 of u 3. Runoff Depth=3.58" LL Flow Length=40' 2 j Slope=0.0250 '/' Tc=0.6 min CN=89 0,,, 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 2S: Grn Area Near Elec Trnsfrmr Pad Runoff = 0.00 cfs @ 11.95 hrs, Volume= 0.000 af, Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 50-Year Rainfall=4.80" Area (sfl CN Description 36 98 Paved parking, HSG A 353 39 >75%Grass cover, Good, HSG A 389 44 Weighted Average 353 90.75% Pervious Area 36 9.25%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.1 10 0.0700 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" Subcatchment Post 2S: Grn Area Near Elec Trnsfrmr Pad Hydrograph 0.003 0.0 CfS Runoff 0.003 % Type 11 24-hr 0.003::: 50-Year-Rainfall=4.80" 0003 0.002 % Runoff Area=389 sf 0.002:: Runoff Volume=0.000 af- 3 0.002 Runoff Depth=0.34 0002 LLj Flow Length=10' 0.001 ::: 0.001Slope=0.0700 / 0.001 - Tc=1.1 -min 0.001 CN=44 0.001 0.000 0.000:: 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 3S: 2nd St ROW Runoff = 0.43 cfs @ 11.97 hrs, Volume= 0.021 af, Depth= 3.09" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 50-Year Rainfall=4.80" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 >75%Grass cover, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Post 3S: 2nd St ROW Hydrograph 0.48::: - Runoff 0.4s 0.43 cfs 0.44 0.42 Type II 24-hr- 04 0.38 50-Year Rainfall=4.80" i 0.36 0.34 Runoff Area=3,508 sf 00.3 % Runoff Volume=0.021 of w 0.28 % Runoff Depth=3.09 0 0.26 3 0.24 LL 0.22 j Flow Length=206' 0.2 0.18 % Tc-5.9 min 0.16 , 0.14 CN=84 0.12 _ 0.1 0.08 0.06 - - 0.04 " 0.02 WE,?,�� 0 24 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Pond Pond 1P: Lndscpd Infil Swale Inflow Area = 0.678 ac, 85.48%Impervious, Inflow Depth = 3.58" for 50-Year event Inflow = 4.86 cfs @ 11.91 hrs, Volume= 0.202 of Outflow = 2.29 cfs @ 11.79 hrs, Volume= 0.202 af, Atten= 531/4 Lag= 0.0 min Discarded = 2.29 cfs @ 11.79 hrs, Volume= 0.202 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 381.40'g 11.97 hrs Surf.Area= 1,650 sf Storage= 924 cf Plug-Flow detention time= 1.8 min calculated for 0.202 of(100%of inflow) Center-of-Mass det. time= 1.3 min ( 788.9 - 787.7 ) Volume Invert Avail.Storage Storage Description #1 380.00' 1,980 cf Custom Stage Data (Prismatic) Listed below (Recalc) 4,950 cf Overall x 40.0%Voids #2 382.50' 655 cf Custom Stage Data (Prismatic) Listed below (Recalc) 2,635 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 380.00 1,650 0 0 383.00 1,650 4,950 4,950 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 382.50 992 0 0 383.00 1,628 655 655 Device Routing Invert Outlet Devices #1 Primary 382.75' 2.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 #2 Discarded 380.00' 60.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=2.29 cfs @ 11.79 hrs HW=380.04' (Free Discharge) L2=Exf1ltration (Exfiltration Controls 2.29 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=380.00' (Free Discharge) L1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Pond Pond 1P: Lndscpd Infl Swale Hydrograph 113 4.86 cfS Inflow Outflow Inflow Area=0.678 ac Discarded ®Primary 5 Peak Elev=381.40' Storage=924 cf 4...... 3 2.29 cfs 3 0 LL 2.., 0.00 C 0,,,,,, ii,i i%;i'ii iii i%iii%iiii';i%i 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Pond Pond 2P: Exist Drywell Inflow Area = 0.678 ac, 85.48%Impervious, Inflow Depth = 0.00" for 50-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0% Lag= 0.0 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Elev= 376.00'g 0.00 hrs Surf.Area= 113 sf Storage= 0 cf Plug-Flow detention time=(not calculated: initial storage exceeds outflow) Center-of-Mass det. time=(not calculated: no inflow) Volume Invert Avail.Storage Storage Description #1 376.00' 191 cf 12.00'D x 6.00'H Vertical Cone/Cylinder 679 cf Overall - 201 cf Embedded= 478 cf x 40.0%Voids #2 378.00' 201 cf 8.00'D x 4.00'H Vertical Cone/Cylinder Inside #1 392 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 376.00' 120.000 in/hr Ex ltration over Surface area #2 Primary 381.95' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=376.00' (Free Discharge) L1=Ex ltration (Passes 0.00 cfs of 0.31 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=376.00' (Free Discharge) L2=Orifice/Grate ( Controls 0.00 cfs) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Pond Pond 2P: Exist Drywell Hydrograph ED Inflow 111 Outflow ,... Inflow Area=0.678 ac p Prmarded ry Peak Elev=376.00' Storage=0 cf N U 3 0 LL (1 (111 rfg 0.00 cfs �,,,,,, i'iii' 'ii %iii%0/ I/z,119 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 '3O-32-34-36-38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 50-Year Rainfall=4.80 Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Post 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 75.62%Impervious, Inflow Depth = 0.33" for 50-Year event Inflow = 0.44 cfs @ 11.97 hrs, Volume= 0.021 of Primary = 0.44 cfs @ 11.97 hrs, Volume= 0.021 af, Atten= 0% Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Post 1L: Dsgn Pnt Analysis Hydrograph ®Inflow 0.48 D Primary 0.46 ' 0.44 cfs 0.44 Inflow Area=0.768 ac 0.42 0.4 0.38 0.36 0.34 0.32 0.3 w 0.28 0.26 c 0.24 LL 0.22 0 0.18 0.16 0.14 0.12 0.1 0.08 - - 0.06 - 0.04 0.02 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 1S: West Side of Bldg & Prkng Runoff = 5.58 cfs @ 11.91 hrs, Volume= 0.235 af, Depth= 4.16" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.40" Area (sf) CN Description 25,247 98 Paved parking, HSG A 4,289 39 >75%Grass cover, Good, HSG A 29,536 89 Weighted Average 4,289 14.52% Pervious Area 25,247 85.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.6 40 0.0250 1.11 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" Subcatchment Post 1S: West Side of Bldg & Prkng Hydrograph s 5.58 cfs Runoff Type II 24-hr 5 % 100-Year Rainfall=5.40" Runoff Area=29,536 sf_ 4 Runoff Volume=0.235 of Runoff Depth=4..16" 3 3 j Flow Length=40' , - - - - - Slope=0.020 '/' 2 -- Tc=0.6 min - � - - CN=89-- 1 0„ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 2S: Grn Area Near Elec Trnsfrmr Pad Runoff = 0.01 cfs @ 11.94 hrs, Volume= 0.000 af, Depth= 0.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.40" Area (sf) CN Description 36 98 Paved parking, HSG A 353 39 >75%Grass cover, Good, HSG A 389 44 Weighted Average 353 90.75% Pervious Area 36 9.25%Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.1 10 0.0700 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" Subcatchment Post 2S: Grn Area Near Elec Trnsfrmr Pad Hydrograph 0.007 0.007 0.01 cfs / Runoff 0.006 Type II 24-hr 0006 j 100-Year Rainfall=5.40" 0005 Runoff Area=389 sf ^ 005 .004 j Runoff Volume=0.000 of 0.004 , Runoff Depth=0.52' 0 003 Flow Length=10' 0.003 Slope=0.0700 '/' 0.002 0.002 % Tc=1.1 m i n 0.001 , C N=44 0.001 0.000 °..,,,, 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Subcatchment Post 3S: 2nd St ROW Runoff = 0.51 cfs @ 11.97 hrs, Volume= 0.024 af, Depth= 3.64" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.40" Area (sfl CN Description * 3,121 90 2nd St R.O.W. 387 39 >75%Grass cover, Good, HSG A 3,508 84 Weighted Average 3,508 100.00%Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 3.3 22 0.0200 0.11 Sheet Flow, Grass: Short n= 0.150 P2= 2.50" 1.5 78 0.0100 0.88 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.50" 1.1 106 0.0100 1.61 Shallow Concentrated Flow, Unpaved Kv= 16.1 fps 5.9 206 Total Subcatchment Post 3S: 2nd St ROW Hydrograph 0.55 � Runoff 0.51 cfs 0.5 j Type II 24-hr 0.45 100-Year Rainfall=5.40" 0.4 Runoff Area=3,508 sf 0.35 j Runoff Volume=0.024 of 3 0.3 Runoff Depth=3.64 0.25 Flow Length=206' j 0.2 Tc=5.9 min 0.15 CIN=84-- 0.1 0.05 0„ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Pond Pond 1P: Lndscpd Infil Swale Inflow Area = 0.678 ac, 85.48%Impervious, Inflow Depth = 4.16" for 100-Year event Inflow = 5.58 cfs @ 11.91 hrs, Volume= 0.235 of Outflow = 2.29 cfs @ 11.77 hrs, Volume= 0.235 af, Atten= 591/4 Lag= 0.0 min Discarded = 2.29 cfs @ 11.77 hrs, Volume= 0.235 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 381.99'g 11.98 hrs Surf.Area= 1,650 sf Storage= 1,313 cf Plug-Flow detention time=(not calculated: outflow precedes inflow) Center-of-Mass det. time= 1.8 min ( 785.3 - 783.5 ) Volume Invert Avail.Storage Storage Description #1 380.00' 1,980 cf Custom Stage Data (Prismatic) Listed below (Recalc) 4,950 cf Overall x 40.0%Voids #2 382.50' 655 cf Custom Stage Data (Prismatic) Listed below (Recalc) 2,635 cf Total Available Storage Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 380.00 1,650 0 0 383.00 1,650 4,950 4,950 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 382.50 992 0 0 383.00 1,628 655 655 Device Routing Invert Outlet Devices #1 Primary 382.75' 2.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 #2 Discarded 380.00' 60.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=2.29 cfs @ 11.77 hrs HW=380.03' (Free Discharge) L2=Exf1ltration (Exfiltration Controls 2.29 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=380.00' (Free Discharge) L1=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Pond Pond 1P: Lndscpd Infl Swale Hydrograph ED 5.58 Cfs Inflow n Outflow Inflow Area=0.678 ac Discarded ®Primary 6 Peak Elev=381 .99' 5: Storage=1 ,313 cf 4 w v 3: 2.29 cfs LL 2..... 0.00 cfs 0,,,,,, ii,i i%;i'ii iii i%ii%iiii'';i%i 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Pond Pond 2P: Exist Drywell Inflow Area = 0.678 ac, 85.48%Impervious, Inflow Depth = 0.00" for 100-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0% Lag= 0.0 min Discarded = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Elev= 376.00'g 0.00 hrs Surf.Area= 113 sf Storage= 0 cf Plug-Flow detention time=(not calculated: initial storage exceeds outflow) Center-of-Mass det. time=(not calculated: no inflow) Volume Invert Avail.Storage Storage Description #1 376.00' 191 cf 12.00'D x 6.00'H Vertical Cone/Cylinder 679 cf Overall - 201 cf Embedded= 478 cf x 40.0%Voids #2 378.00' 201 cf 8.00'D x 4.00'H Vertical Cone/Cylinder Inside #1 392 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 376.00' 120.000 in/hr Ex ltration over Surface area #2 Primary 381.95' 24.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Discarded OutFlow Max=0.00 cfs @ 0.00 hrs HW=376.00' (Free Discharge) L1=Ex ltration (Passes 0.00 cfs of 0.31 cfs potential flow) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=376.00' (Free Discharge) L2=Orifice/Grate ( Controls 0.00 cfs) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Pond Pond 2P: Exist Drywell Hydrograph ED Inflow 111 Outflow ,... Inflow Area=0.678 ac p Prmarded ry Peak Elev=376.00' Storage=0 cf N U 3 0 LL (1 (111 rfg 0.00 cfs �,,,,,, i'iii' 'ii %iii%0/ I/z,119 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 '3O-32-34-36-38 40 42 44 46 48 Time (hours) 15038 160127 SW Analysis Type 1124-hr 100-Year Rainfall=5.40" Prepared by JARRETT Engineers, PLLC Printed 2/15/2016 HydroCAD® 10.00-12 s/n 01268 © 2014 HydroCAD Software Solutions LLC Summary for Link Post 1L: Dsgn Pnt Analysis Inflow Area = 0.768 ac, 75.62%Impervious, Inflow Depth = 0.39" for 100-Year event Inflow = 0.51 cfs @ 11.97 hrs, Volume= 0.025 of Primary = 0.51 cfs @ 11.97 hrs, Volume= 0.025 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link Post 1L: Dsgn Pnt Analysis Hydrograph ®Inflow D Primary 0.55 0.51 cfs Inflow Area=0.768 ac 0.5 0.45 0.4 � 0.35 v 0.3 3 LL 0.25 0.2 0.15 0.1 0.05 / / 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) JARRETr Engineers,PLLC Civil Ei�tiironrrzental Fr� irzeelir�� Stormwater Design Point #1 Information Project Name: Parking Lot improvements -west Date: 2/9/16 Client: Apex Solar Power Projeet#JP: 15-038 Water Quality Volume (WQv) Sub 9 'dotal Area.( Rv calc Rv 0.2 min P WQv(cf) 1 29536 1 25247 1 0.82 0.82 1.2 2420 2 Water Quality Volume (WQv) for catchment 92 &93 are not calculated as their respective areas are 3 outside the limits of the contributing area Totals 29536 25247 2420 Identify Runoff Reduction Techniques by Area Green Infrastructure Technique (GIT) ' Impervious Area Contributing to GI (st) Totals 0 0 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 1 Fax 798-1864 JARRETr Engineers,PLLC Civil Ei�tiironrrzental Fr� irzeelir�� Stormwater Design Point #1 Information Project Name: Parking Lot improvements -west Date: 2/9/16 Client: Apex Solar Power Project#JP: 15-038 Recalculated WQv after Application of Area Reduction Techniques Oil SI � Total Area Impervious Area iAl"Pxo�e�t � Net Im ervious Area( y � iContributing to Contributing to area Rv calc Rv 0.2 mm P WQV(cf) Design Point(sf) GI(sf) 29536 0 29536 25247 0 25247 0.82 0.82 1.2 2420 Runoff Reduction Volume (RRv) Reduce the total WQv by application of Green Infrastructure Techniques(GIT)and SMP Technique m Runoff Reduction Techniques(GI)or Stud Practice that Size %WQv RRv Provided Soil Type allowed by Capacity # qualifies for GI credit (CO practice Provided 1 Landscaped Infiltration Swale(Equiv.to a DEC Infiltration 2470 A 100% 2470 Trench) 2 3 Total 2470 Min Runoff Reduction Volume (RRv) Total areas of new min RRv Total Area(sf) Impervious Cover(sf) Soil Group Factor Rv Ai P (CO 29536 25247 0.40 0.95 10099 1.2 959 Design Point Acceptance Re-calculated Water Quality Volume(WQv)(After Area Reductions)vs.Runoff Reduction Volume(RRv) Re-calculated Water Quality Volume(WQv)(After Area Reductions): 2420 Runoff Reduction Volume(RRv)Provided via Volume Reductions: 2470 Is Runoff Reduction Volume(RRv)Provided>Re-calculated Water Quality Volume(WQv)(After GI Design OK Area Reductions)? 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 2 Fax 798-1864 JARRETr Engineers,PLLC Civil Fi�>ironrrzental F�� irzeelir�� Pre vs. Post Construction Stormwater Comparsion Project Name: Parking Lot Improvements -West Date: 2/9/16 Client: Apex Solar Power Project#7E: 15-038 Virgin Site Calculations:2 Pre-Construction Calculations: Design Storm Rate (cfs) Volume (acre Design Storm Rate (cfs) Volume (acre feet) feet) 1 YR 0.13 0.006 1 YR 2.35 0.106 10 YR 0.31 0.015 10 YR 4.34 0.204 25 YR 0.39 0.018 25 YR 5.08 0.241 50 YR 0.43 0.021 50 YR 5.57 0.266 100 YR 0.51 0.026 100 YR 6.31 0.303 Post-Construction Calculations:1'2 Design Storm Rate (cfs) Volume (acre feet) 1 YR 0.13 0.006 10 YR 0.31 0.015 25 YR 0.39 0.018 50 YR 0.44 0.021 100 YR 0.51 0.025 Notes: IStormwater flows from the post developed site within the project boundary limits are detained and infiltrated into the subgrade resulting in no runoff leaving the post developed site during a lyr storm event;runoff from the 1 yr storm event shown in the chart above is a result of modeling the contributing drainage pattern outside of our project limits. 2There is no net increase in rate or volume of runoff leaving the post constructed site with mitigation when compared to virgin site conditions. 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 Fax 798-1864 Stormwater Control Facility Maintenance Agreement Whereas, the Town of Queensbury ('municipality') and (the "facility owner") want to enter into an agreement to provide for the long term maintenance and continuation of stormwater control measures approved by the municipality for the below named project, and Whereas, the municipality and the facility owner desire that the stormwater control measures be built in accordance with the approved project plans and thereafter be maintained, cleaned, repaired, replaced and continued in perpetuity in order to ensure optimum performance of the components. Therefore, the municipality and the facility owner agree as follows: 1. This agreement binds the municipality and the facility owner, its successors and assigns, to the maintenance provisions depicted in the approved project plans which are attached as Schedule A of this agreement. 2. The facility owner shall maintain, clean, repair, replace and continue the stormwater control measures depicted in site plans as necessary to ensure optimum performance of the measures to design specifications. The stormwater control measures shall include, but shall not be limited to,the following: drainage ditches, swales, dry wells, drop inlets, pipes, culverts. 3. The facility owner shall be responsible for all expenses related to the maintenance of the stormwater control measures and shall establish a means for the collection and distribution of expenses among parties for any commonly owned facilities. 4. The facility owner shall provide for the periodic inspection of the stormwater control measures, not less than once in every five year period, to determine the condition and integrity of the measures. Such inspection shall be performed by a Professional Engineer licensed by the State of New York. The inspecting engineer shall prepare and submit to the municipality within 30 days of the inspection, a written report of the findings including recommendations for those actions necessary for the continuation of the stormwater control measures. 5. The facility owner shall not authorize, undertake or permit alteration, abandonment, modification or discontinuation of the stormwater control measures except in accordance with written approval of the municipality. 6. The facility owner shall undertake necessary repairs and replacement of the stormwater control measures at the direction of the municipality or in accordance with the recommendations of the inspecting engineer. 7. The facility owner shall provide to the municipality within 30 days of the date of this agreement, a security for the maintenance and continuation of the stormwater control measures in the form of a(Bond, letter of credit or escrow account). 8. This agreement shall be recorded in the Office of the County Clerk, County of Warren, together with the deed for the common property and shall be included in the offering plan and/or prospectus approved pursuant to 9. If ever the municipality determines that the facility owner has failed to construct or maintain the stormwater control measures in accordance with the project plan or has failed to undertake corrective action specified by the municipality or by the inspecting engineer, the municipality is authorized to undertake such steps as reasonably necessary for the preservation, continuation or maintenance of the stormwater control measures and to affix the expenses thereof as a lien against the property. 10. This agreement is effective beginning on: Facility Owner: Name: Date: Signature: Municipality: Name: Date: Signature: