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35324-Z
Town of Southold Annex 54375 Main Road Southold, New York 11971 3/9/2011 CERTIFICATE OF OCCUPANCY No: 34859 Date: 3/9/2011 THIS CERTIFIES that the building WIND TURB1NE Location of Property: 1800 Oregon Rd, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 100.-4-3.2 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 1/I 1/2010 pursuant to which Building Permit No. 35324 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wind turbine as applied for per ZBA #6308, dated 12/29/09. Lot No. filed hi this officed dated dated 1/29/2010 The certificate is issued to Shinn Vineyard LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 35324 6/9/10 /Thol~ ~n~t are FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35324 Z Date JANUARY 29, 2010 Permission is hereby granted to: SHINN VINEYARD LLC 19965 SOIINDVIEW AVE SOUTHOLD,NY 11971 for : INSTALLATION OF A WIND TURBINE PER ZBA DEC.#6308, CONDITIONS #1-4 AND LAND PRESERVATION (ON LOT 3.2); C.O. SUBJECT TO FINAL PLJtNNING BOARD at premises located at 2000 OREGON RD MATTITUCK County Tax Map No. 473889 Section 100 Block 0004 Lot No. 003.00~ pursuant to application dated JANUARY 11, 2010 and approved by the~' Building Inspector to expire on JULY 29, 2011. Fee $ 250.00 ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: I eY~-, r~ Old or Pre-existing Building: ~ (check one) House No. Street Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Hamlet Block q Lot ~.l ~ ."~.-) Filed Map. '!"~.~ !'0 Applicant: Underwriters Approval: Permit No. ~7~q Date of Permit. Health Dept. Approval: ~Jvik Planning Board Approval: ~/A Final Certificate: Lot: Request for: Temporary Certificate Fee Submitted: $ ~ ~) · ~ (check one) /kpplicant Signature P.O. Box 117!t Southold. Nh' 11!)71-09,59 P,( ;II,DIN(; I)I, YAI{TMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION l'clcphonc ((i;{l) 763 1802 Fax (ti3i) 7(i.3-9.302 ro,qer, richertC, town.southold.ny.us Issued To: Shinn Vineyards Address: 19965 Soundview Ave City: Mattituck St: NY Zip: 1195; Building Permit #: 35324 Section: 100 Block: 4 Lot: ~, c~L ~.O~ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LicenseNo: 43858-me SITE DETAILS Office Use Only Corn merical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: wind turbine-1 inverter-grounding-all required disconnects Ceiling Fixtures [E~[E~ HID Fixtures Wall Fixtures ] ] Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtur~ Pumps Emergency Fixture Time Clocks Exit Fixtures TVSS Notes: Inspector Signature: Date: June 9 2010 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /INSPECTION [L.~'~UNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO~UGH) ~ ELECTRICAL (FINAL) REMARKS: ~'~ ~q ~/~ ~/~ ~/r/~¥'~ DATE ~ ~ / ~__~__ INSPECTOR ~~ Pacifico Engineering PC PO Box 1448 Sayville, NY 11782 www.pacificoengineering.com January 16, 2010 Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 engineer@pacificoengineering.com Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Wind Turbine Installation for Barbara Shinn and David Page 2000 Oregon Rd Mattituck, NY 11952 I certify that the attached design fo the installation of a wind turbine at the subject site has been prepared under my direct supervision, and is in accordance with the the loading and soil criteria specificed by the purchaser. The installation, when installed in accordance with the approved drawings and the manufacturers installation instructions will meet the requirements of the 2007 NYS Building Code and ASCE7-05. Ralph Pacifico, PE Professional Engineer Pacifico Engineering PC PO Box 1448 Sayville, NY 11782 www. pacificoengineering com October 7, 2010 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Wind Turbine Installation for Barbara Shinn and David Page 2000 Oregon Rd Mattituck, NY 11952 Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 engineer@pacificoengineering.com I certify that the design submitted for the installation of a light bracket on the wind turbine at the subject site has been analyzed by me. The installation, when installed in accordance with the approved drawings and the manufacturers installation instructions will meet the requirements of the 2007 NYS Building Code and ASCET-05, 120 mph wind. Ralph Pacifico, PE Professional Engineer toLD ~cr~o~ ~.~o~ ] D~ [ co~rs ~ ro~o~os~ '-', / / , . ~ , FO~ATION (2~) ~ ROUGH ~G & q PL~G ~$~ON PER N.Y. q STA~ E~RGY CODE ~D~ION~ CO~NTS Z · . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined Approved O/~20 Disapproved a/c Expiration 7,/ML 20 II BLDG. DEPL TOWN 0[ SOURtO'~I~s application PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Bp approval Survey. Check ~ Septic Form N Y S D.E.C Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: ~' C*l.~, ~1 ~O~ ! 'B~ilding Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date I~t14. In ,20/1~ ~-- lUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ,lan to scale. Fee according to schedule. b. Plot plan sho;vinI location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and wate~wvays. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold. Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws. ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Signat ttr e-of applier a co~o,~,on) State wh~h~,~aJ~tig~9,w~ner lessee agent architect engineer gener~ Nme of owner of premises ~ ~ (As on the t~ roll If applic~t is a coworation, signature of duly authorized officer ~me ~d title of co.orate officer) Builders License No. ~, Pl~bers License No. Electrici~s License No.Other Trade's License No. ~q~5~ ~ ~. 1. Location of land on which proposed work will be done: 'I_rct C .oat etmcl _ House N~mber St~e3t ...... Hamlet t / County r MapSo, lO00 Section Block Lot ? Subdivision Filed Map No. Lot 4. 5. 6. 7. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ [V],0~O~ b. Intended use and occupancy I/1.~q Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost ~ '~[ 1000 If dwelling, number of dwelling units if garage, number of cars Fee Addition Alteration Other Work ! ~f_3~[~[-lall (Description) (To be paid on filing this application) Number of dwelling units on each floor if business, commercial or mixed occupancy, specify nature and extent of each type of use. Vlrl ~_~l~r/~ Dimensions of existing structures, if any: Front ~[q~,/~ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth ~'- Height Number of Stories 8. Dimensions of entire new construction: Front ~4'A-' Rear .Depth Height Number of Stories 9. Size oflot: Front [fl.~.~ /Rear ~t~ .~"' Depth I/-~Z, ~ 10. Date of Purchase [~q Name of Former Owner i~. 1~4.~[[ 11. Zone or use district in which premises are situated ¢t~¢'1, t..-M.,t rl,t~(4.1/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES__ NO t~ ~Vill excess fill be removed from premises? YES 14. Names of Owner ofpremisesj~.~M~Address [1A~} [-h~t'k ~ Phone No. Name of Architect I~/~ Address Phone No NameofContractor ~t~ZOl~.[~Zl, t~- (-t4~ Address~?--.~(Ot~lg-~?~APhoneNo. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~.~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE RI~,QUIRED, b, Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D,E.C, PERMITS MAY BE REQUIRED. NO ~ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17, If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF __0 ~ (_l.~ (.. ~ [,~' 1 f'l~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual ~[n]ng c~ntract) above named, (S)He is the ( '~)'VI/~ll~t".lff~>~f~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements conmthed in this application are t~ue to the best of his knowledge and belief; and that the work will be performed in the manner set forth th the application filed therewith. Sworn t.q before me this Notary/Public ~A~[qAt~A A t.~A.~t.;k) I I ,, Signature of Applicant NJot~tV P ~hliC-$13t~ ol New Yell[, Nc> '3 ! C A4894969 .,.alifie(~ ~n ~ul~olk O()tll!Iv TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined ,20 Approved ,20 Disapproved We BLDG. DEPT. TOWN OF $0UT~0LD BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey PERMIT NO. Check Septic Form N Y S.DEC. Trustees Flood Permit Storm-Water Assessment Form Contact: Mailto:qg~ ~.0~ ~ '~ot~ , ~'~J-t~ tot ~o~.h~n IU.t Phone: 0~,1 Building Inspector kPPLICATION FOR BUILDING PERMIT Date ~ ~, ,20C~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship m adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance o f Building Permit. d. Upon approval of this application, the Builffmg Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the consh'acfion of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ir. ! t (Signature of applieaht or nam~, i~a co~pomtion) (i~ailmg address o~ applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a cg~oration, signature of~duly authorlz_ed.,o~ic~r~., (Name and title of corpor~te~officer) Builders License No. Plumbers License No. Electricians License No. q ~.~ <~ - IFil ~: . Other Trade's License No. C~L~ .~. ti ~/- 1. Location of land on which proposed work will~ donei House Number Street ~ Hamlet County Tax Uap No. 1000 Section ~00 Block L~ Lot Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy &proposed construction: a. E×isting use and occupancy e t_ nt Ci JCOe - t/t o//nr f b. Intended use and occupancy ~ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ~[nl I ~ ff I: (Description) 4. Estimated Cost ~t~ C) Fee I,] ~ ~u~ ~.be paid on filing this application) 5. If dwelling, number of dwelling units e~rof ~ts on each floor If garage, number of cars ", ,~- ~ 6. lfbusiness, commercial or mixed occupancy, speci~,natureandextentofeachtypeofuse.~~ 7. Dimensions of existing structures, if any: Front ~tl..fft/,Od Rear .Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front ~)r- Rear Depth Height. Number of Stories 8. Dimensions of entire new construction: Front Affir Rear _Depth Height Number of Stories 9. Size of lot: Front [L{~. ! Rear I'~ ~C,~ ' Depth "2- {O 10. Date of Purchase [~ Name of Former Owner ~. ~/~. 11. Zone or use district in which premises are situated O~(~'l~l [~1 [~/"J 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES NO V/Will excess fill be removed from premises? YES__ NO 14. NamesofOwnar ofpremises~OJ.~,_~LtdA2a Address l~rt~ h,t~k ~ PhoneNo. Name of Architect ]¥' ~ Address Phone No Name o f Contracto/~.~:~l~4~,~[f~Address ~Phone No. . 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQ~UIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ,ff~,~l~4~: ~'3I ~ ~ [ ~"~L~r.-~-~-- being duly sworn, deposes and says that Is)he is the applicant (Name of individual signing contract) above named, IS>He is the (_{'SVI~_I,C,~'~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are lrue to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. · ~a r~fA~plicant ' TO: FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 8, 2009 Shinn Vineyard, LLC 2000 Oregon Road Cutchogue, NY 11935 Please take notice that your application dated March 30, 2009 For construction of a wind turbine at Location of property 2000 Oregon Rd., Cutchogue County Tax Map No. 1000 - Section 100 Block 4_ Lot 3.~1 Is returned herewith and disapproved on the following grounds: The proposed construction of a wind turbine on this conforming lot in the AC district is not permitted per Article I Chapter 277-3 (B)(1), which states "A small wind energy system shall be set back from a property line a distance of no less than the total height of the small wind energy system plus 10 feet, except that it shall be set back at least 300 feet from a property li'ne bordering an existing residential structure. Proposed location is 140 +/- feet from the property line of a bordering property with a residential structure. Authorized Signature Cc: file, ZBA Note to Applicant: Any changes or deviations in the above referenced application may require for review by the Town of Southold Building Department. Office Lo~ation: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 http://southoldtown.north fork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 J'a'N 6 2010 BLDG. DEPT. TOWN OF SOUTHOLD Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 29, 2009 ZBA File #6308 - Shinn Vineyards LLC / Barbara Shinn, Applicant Property Location: 2000 Oregon Road, Mattituck CTM 1000-100-04-3.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and detennirq~s that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE coDE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 18, 2009 stating'that this application is considered a matter for local determination as there appears to be no significaht county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The applicant's property is a conforming lot in the AC district which consists of 21+ acres, of which 20+ acres (CTM # 1000-100-04-3.2) are subject to a Town of Southold Development Rights Easement sold to the Town in 2000 for purposes of agricultural preservation. The remaining 1.219 acres of the property that is not subject to the Town's Easement has 142.98 foot frontage along the south side of Oregon Road in Mattituck, and is shown as 53,078 square feet or 1.219 acres on the survey prepared by John C. Ehlers, L.S. dated 6-16-03 (Final 04-23- 07). The property is improved with a two story frame dwelling, a frame barn, a frame shed and two (2) one story frame buildings. To the west and south are 20+ acres of farmland planted in grape vines which the applicants own subject to a Town of Southold Development Rights Easement which they sold to the Town in 2000. BASIS OF APPLICATION: Request for Variances from Town Code Chapter 277-3(B)(1), based on the Building Inspector's April 8, 2009 Notice of Disapproval stating that the proposed small wind energy system is not meeting the code requirement for a minimum distance from a property line, total height of the small wind energy system plus 10 feet, except that it shall be set back at least 300 feet from a property line bordering an existing residential structure. LWRP DETERMINATION: This application is not subject to review under Chapter 268 because the variance relief requested does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. · Page 2- Dec. ember 29, 2009 ZBA Filc#6308 - Shinn Vineyards LLC CTM: 1000-1004-3.1 at 2000 Oregon Rd.. Mattituck RELIEF REQUESTED: The applicant proposes to erect a small wind energy system (turbine) at 120 fi, high with an 8' x 8 ft. tripod base to be located 136.5 feet from the applicant's easterly property line that adjoins a lot identified as CTM#1000-100-4-4 containing a residential structure ADDITIONAL INFORMATION: Comments from the Planning Board were received in a letter to the ZBA dated August 24, 2009, stating that the applicants are currently undergoing site plan review and that over time, the uses on their site have grown from the original farmhouse and agricultural buildings to a farmhouse with a bed and breakfast with four guest rooms, a winery, and retail wine tasting room open to the public, and large events involving 100+ people. The Plamfing Board expressed concern about the number of uses and public safety on the applicants' 53,078 S.F. lot (the "residual" portion of their property that is not subject to Covenants and Restrictions related to the sale of development rights to the Town). Moreover, they noted that the main public parking area currently shown on the Planning Board's site plan is not legally available for that purpose, because it is located on the protected farmland within the Town's easement, and will have to be re-located to the applicant's 53,078 S.F. residential lot. The Planning Board has recommended that the proposed wind turbine be re-located to some area other than the area currently undergoing site plan review "to protect public safety on a crowded site where site circulation and parking are already substandard" and "to avoid reducing the applicants' options to successfully complete the site plan application." In a letter dated September 30, 2009, the Southold Town Land Preservation Committee, in accordance with Section 70-5 (C) of the Town Code, has granted approval to the applicants to locate a wind turbine within the Town's easement area, should the Zoning Board of Appeals deny the applicants' request for a variance. A discussion between the Board and the applicants regarding alternative relief took place at the public hearing but was inconclusive. Shinn Vineyards has been awarded a $23,375 USDA Rural Development Agency grant to offset the costs of constructing a small wind energy system (wind turbine) on their property, as confirmed by the USDA in their News Release received by the ZBA on November 5, 2009 FINDINGS OF FACT/REASONS FOR BOARD ACTION The Zoning Board of Appeals held a public hearing on this application on August 27, 2009 and re- opened the public heating, at the request of the applicant, on October 29, 2009, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: I. VARIANCE RELIEF REQUESTED 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A). There are currently no other wind turbines in the neighborhood. However the Town has endorsed the use of alternative energy, in this instance, wind energy. The Town Land Page 3- December 29, 2009 ZBA File#6308- Shinn Vineyards LLC CTM: 1000-I 004-3.1 at 2000 Oregon Rd., Mattituck Preservation Committee has furthermore acknowledged that wind turbines, as agricultural structures, will primarily be utilized to enhance the agricultural use of the property. The surrounding neighborhood is zoned AC, and as such, wind turbines are in keeping with the general rural character of the area and the policies of the Town. (B). No evidence has been submitted that constructing a wind turbine at the proposed location will be a detriment to nearby properties or that protection of nearby residential structures will be diminished by placing a wind turbine in the proposed location. Testimony by a representative from Green Logic Energy supported the applicants' assurances regarding the safety of the proposed wind turbine regarding the possibility of collapse in high wind situations. Also relevant to safety concerns is the fact that the dwelling on the adjoining property is located more than 420 feet from the proposed wind turbine. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some other method feasible for the applicant to pursue, other than the variance requested. The Land Preservation Committee has determined that the proposed wind energy structure can be placed on the preserved farmland property in a location that would not require removing any vines from production, and that would be code compliant. 3. Town Law §267-b(3)Co)(3). The variance requested herein is substantial. The Code requires a set back of at least 300 feet from a property line bordering an existing residential structure, while the applicants' propose a set back of 136.5 feet which would require a 54.5% variance. 4. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicants' request to erect a wind turbine was made after the enactment of the Town code provision from which relief is sought, and because the applicant's applied for and received a grant from the USDA to construct a small wind energy system in a proposed non-conforming location before obtaining relief for said location from the ZBA. 5. Town Law §267-b(3)0o)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The subject property is flat, there are no naturally regulated features on site or nearby, and there are no drainage or runoff issues associated with wind turbines. 6. It is also noted that the applicants sold the development rights to all but 53,078 S.F. of their property and have chosen to maximize the use of their residual property with a bed and breakfast, single family home, wine tasting room, wine storage and various other barns, as well as holding sizeable special events on the property that limit the placement of the wind energy structure within the 53,078 S.F. area. (See ADDITIONAL INFORMATION, above) The Board finds, upon applying the balancing test, that the detriment to the character of the neighborhood and the health, safety and welfare of the community outweighs the potential benefit to the applicant as applied for. Page 4- December 29, 2009 ZBA File#6308- Shinn Vineymis LLC CTM: 1000-1004-3.1 at 2000 Oregon Rd., Mattituck RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Member Schneider, and duly carded, to DENY the variance as applied for Vote of the Board: Ayes: Members Goehringer, Weisman, Schneider. Members Simon and Homing were absent. This resolution was duly adopted (3-0). II. ALTERNATIVE RELIEF 1. Town Law §267-b(3)(b)(3)(1). Grant of Alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A). There are currently no other wind turbines in the neighborhood. However the Town has endorsed the use of alternative energy, in this instance, wind energy. The Town Land Preservation Committee has furthermore acknowledged that wind turbines, as agricultural structures, will primarily be utilized to enhance the agricultural use of the property. The surrounding neighborhood is zoned AC, and as such, wind turbines are in keeping with the general rural character of the area and the policies of the Town. 03). No evidence has been submitted _that constructing a wind turbine at the proposed location will be a detriment to nearby properties. Safety concerns regarding the possibility of collapse in high wind situations were adequately addressed in a public heating by a representative from Green Logic Energy. Alternative relief will increase the setback from the base of the proposed wind turbine and the applicants' easterly property line from 136.5 ft. as proposed to 150.5 ft. +/- 2 feet at the closest point, and correspondingly increase the 420-foot distance between the wind turbine and the neighboring residence by approximately 15 feet, which further reduces the possible risk to neighbors. 2.Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method other than the variance as requested, but not without considerable additional expense. Although the applicant's have permission from the Land Preservation Committee to locate a proposed wind turbine on the Town's development right easement where no variance relief would be needed, the applicants' have testified that the approved location would be economically unfeasible because it would involve additional costs as a result of further trenching and a longer and more expensive run of wire. While the Board acknowledges that the increase in cost of erecting the wind turbine in the conforming location approved by Land Preservation is immaterial to this consideration, the Board is sympathetic to the applicants' argument and is granting alternative relief to alleviate this burden on the applicants. 3.Town Law §267-b(3)(b)(3). The variance requested herein is substantial. Alternative relief that brings the setback into greater conformity with the code by increasing the setback from the base of the proposed wind turbine and the applicants' easterly property line from 136.5 ft. as proposed to 150.5 ft. +/- 2 feet at the closest point will reduce the percentage of the variance from 54.5% to 49.8%. The Page 5- December 29, 2009 ZBA File#6308- Shinn Vineyards LLC CTM: 1000-100-4-3.1 at 2000 Oregon Rd., Mattit~¢k impact of this variance would be less substantial when considering the fact that the dwelling on the adjoining property, which is also a farm, will be located approximately 430 feet from the proposed wind turbine. 4.Town Law §267-b(3)(b)(5). The difficulty has been self-created in that the applicants' request to erect a wind turbine, as proposed, was made after the enactment of the Town code provision from which reliefis sought. The difficulty itsetfis mitigated by the fact that alternative relief for the proposed construction will be in an area from which development fights have been sold to the Town. 5.Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The subject property is flat, there are no naturally regulated features on site or nearby, and there are no drainage or runoff issues associated with wind turbines. 6.The alternative relief granted herein is consistent with the recommendation of the Town Planning Board that the wind turbine be re-located from the applicants' residential lot, based on Planning Board's concerns about public safety on a crowded site where site circulation and parking are already substandard. (See ADDITIONAL INFORMATION, above) The Board fmds, upon applying the balancing test, that the benefit to the applicant of alternative relief outweighs the potential detriment to the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Member Schneider, and duly carded, to GRANT ALTERNATIVE RELIEF as follows: A 120 foot high small wind energy system (wind turbine) may be set back from the applicant's easterly property line at no less than 150.5 feet +/- 2 feet, located on the Town's easement to the west of the applicants' residential property line, in a location that is not currently planted with vines. Conditions: 1. Approval must be obtained by the applicants' from the Land Preservation Committee, for a proposed alternative location as granted herein, and submitted in writing to the Board of Appeals and the Planning Board. ~f' t, , ~ ' ,:( ·/' ~ '~ 2. A final survey from a licensed surveyor must be submitted to the Land Preservation Committee, Zoning Board of Appeals, an~Planning Board, showing the exact LPC and ZBA approved location of the base of the propoXs~d wind turbine, the setback distance from the easterly property tine, and the setback from We existing frame barn on the applicant's property. ~ 3, Page 6- D~cember 29, 2009 ZBA Fi1¢#6308 - Shinn Vineyards LLC CTM: 1000-100-4-3.1 at 2000 Oregon Rd., Mattituck 3. No certificate of occupancy for a wind turbine in the alternate location as granted herein and approved by the LPC shall be issued until the Planning Board has completed a site plan . .~4: review of the applicants' 53,078 S.F. residential property and granted approvall Such ~x~k approyal shall be communicated to the ZBA in writing with a copy of the approved site plan.XNx~ 4. An engineered light that complies with the intent of dark skies principles shall be installed at \ the top of the wind energy structure to prevent potential navigational hazards to aircraft. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant?s diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Vote of the Board: Ayes: Members Goehringer, Weisman, Schneider. Members Simon and Homing were absent. This resolution was duly adopted (3-0). MELISSA A. SP1RO LAND PRESERVATION COORDINATOR melissa.spiro~town.southold.ny.us Telephone (631) 765-5711 Facsimile (631 ) 765-6640 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD January 13,2010 Mr. David Page & Ms. Barbara Shinn 2000 Oregon Road Mattituck, NY 11952 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (comer of Main Rd & Youngs Ave) Southold, New York MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971-0959 8LDG, DEPI. '[OWN OF SOU[HOLD Re: SCTM # 1000-100-4-3.2 Shinn Vineyard Property Jan. 5, 2010 request for Land Preservation Committee review of revised location for proposed wind turbine on property on which Town owns a development rights easement Dear Mr. Page and Ms. Shinn: The Land Preservation Committee Members, in accordance with Chapter 70 of the Town Code, reviewed your January 5, 2010 letter in which you note that you received approval from the ZB^ to install a wind turbine 150.5+ feet from the nearest property line to the east, and request approval from the Land Preservation Committee for this revised location. The recorded easement for this property allows land within the easement to be used for the purpose of agricultural production. Section 70-5 (C) of the Town Code requires that the Committee serve as a review board for the granting of permits for the construction, reconstruction and additions of, and to, structures in, or on agricultural lands in which the development rights have been acquired by the Town. At the January 12, 2010 meeting of the Committee, the Committee adopted a motion to approve the construction of a wind turbine in the location as described in the December 29, 2009 Zoning Board of Appeals Findings, Deliberations and Determination. The December 29, 2009 Findings, Deliberations and Determination granted alternative relief as follows: "A 120 foot high small wind energy system (wind turbine) may be set back from the applicant's easterly property line at no less than 150.5 feet + 2 feet, located on the Town's easement to the west of the applicants' residential property line, in a location that is not currently planted with vines." The Dec. 29th Findings, Deliberations and Determination contained 4 conditions which are not listed here. The Committee is permitting this structure within the development rights easement on the condition that it is compatible with the purpose of the development rights easement and subordinate to the agricultural use of the property. Should you utilize the turbine in a manner that differs in any way from that proposed to the Committee, or to site the turbine at a location that differs from that proposed to the Committee, you will be required to obtain additional approval. The Committee's approval does not mean that you can proceed with construction or that such use will be approved or permitted by other Town Departments or agencies. The Committee's approval allows you to proceed with pursuing any applicable approvals that are required by Town Code. Please feel free to call me if you have any questions regarding the above. Sincerely, Melissa Spiro Land Preservation Coordinator CC; Planning Department Building Department Zoning Board of Appeals Town Attorney PLANNING BOARD MEMBERS M~t'l~ H. ~I)OR June 15,2010 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 PLANNING BOARD OFFICE TOWN OF MAILING ADDRI~: P.O. Box 1179 ~outhold, NY 11971 OFFICE LOCATION: Town Hall Armex 54376 Smt~ Rout~ ~ (cor, Main lid. & Youngs Ave.) Telephone ~1 78~1S88 Fax: 8~1 785-81~ Re: Approval: Proposed Site Plan for Shinn Vineyard Located at 2000 Oregon Road, on the s/s/o Oregon Road, 1,162.35' e/o Mill Lane, in Mattituck SCTM#1000-100-4-3.1 Zoning District: A-C Dear Mr. Cuddy: The Southold Town Planning Board, at a meeting held on Monday, June 14, 2010, adopted the following .resolutions: WHEREAS, this proposed site plan is for the as-built construction of four (4) buildings including a 1,646 sq. ft. wine making and wine tasting building with 336.3 sq. ft. of deck, a 2,730 sq. it. wine storage barn, an 884.1 sq. lt. accesso~j storage building and a 206.1 sq. ff. frame shed on a 979,664 sq. ft. (22.49 acres) parcel whereas, the development area is 53,078 sq. ft. (1.21 acres) in the Agricultural Conservation District located on the s/s/o Oregon Road, 1,162.35' e/o Mill Lane in Maftituck, SCTM~1000-100-4-3.1; and WHEREAS, an application for a site plan was submitted on August 11, 2006, including the site plan prepared by William Barrow Bialosky, R.A., dated December 15, 2005; and WHEREAS, on August 21, 2006, the Southold Town Planning Board accepted the application for review; and WHEREAS, on August 22, 2006, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded; Town Engineer, Architectural Review Committee, LWRP Coordinator; Land Preservation Committee, NCRS, Maltituck Fire Commissioners; and Shinn Paf:le Two June 15. 2010 WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board; discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on August 22, 2006, the Planning Board referred the application to the Suffolk County Planning Commission; and WHEREAS, on September 12, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, determined that the proposed action was a Type II Action and not subject to review; and WHEREAS, on September 18, 2006, the Suffolk County Planning Commission commented that the proposed action was a matter of local jurisdiction; and WHEREAS, on January 12, 2010, the Southold Town Planning Board referred the application to the Southold Town Land Preservation Committee for review and comments on whether parking would be allowed on the easement area in connection with special events; and WHEREAS, on March 10, 2010, the Southold Town Land Preservation Committee responded that the recorded easement does not permit special events such as weddings, parties and catered affairs with tents and/or associated parking on the easement area; and WHEREAS, the Southold Town Planning Board determined that due to the small size of the site, and the inability of the applicant to use the surrounding preserved land for overflow parking for events, that overflow parking was not feasible on this site plan as it has been on other winery site plans. Instead, the applicant was instructed to add a note to the site plan as follows: "The Planning Board grants this site plan for a retail wine tasting facility only. Buses are prohibited from entering the site' to indicate that the Planning Board did not review or provide for any parking at this site other than that required by the Parking Schedule in the Town Code for retail businesses; and WHEREAS, on April 12, 2010, a public hearing was held and then closed; therefore, be it RESOLVED, that the Southoid Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Watedront Revitalization Program and determined that the action is consistent as outlined in the memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board granta approval to the site plan entitled 'Proposed Site Plan Parcel #2", prepared by William Barrow Bialosky, R.A., dated December 15, 2005 and last revised on May 11, 2010, and authorizes the Chairman to endorse the site plan. Shinn Pa.qe Three June 15, 2010 Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its representative must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the approved site plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer. If you have any questions regarding the above, please contact this office. Very truly yours, William J. C~.effiers Co-Vice Chairman Encl. cc: Building Dept Town Engineer MELISSA A. SPIRO LAND PRESERVATION COORDINATOR melissa.spiro@town.southold.ny.us Telephone (631) 765-5711 Facsimile (631) 765-6640 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (comer of Main Road & Youngs Avenue) Southold, New York MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD TO: FROM: DATE: RE: Michael Verity Chief Building Inspector Melissa Spiro Land Preservation Coordinator July 15, 2010 Shinn/Page Wind Turbine SCTM #1000-100-4-3.2 Location: 19965 Soundview Ave, Southold At a regular meeting of the Land Preservation Committee (LPC) held on July 6, 2010, LPC reviewed the survey that was submitted by GreenLogic Energy on June 27, 2010, showing the location of the installed wind turbine at Shinn Estate Vineyards. The wind turbine was installed within the location that was approved by the LPC on January 12, 2010. CC: Zoning Board of Appeals Planning Board Alexandra McNear, GreenLogic Energy JUL 1 5 2010 8LDGDEP~ TOWNOFSOUTHOtD June 5, 2009 GreenLogic Energy 425 County Road 39A, Suite 101 Southampton, NY 11968 Re: LIPA Backyard Wind Initiative Application ID: 2009-007 Customer: Barbara Shinn Dear Valued Contractor: Thank you for participating in our Backyard Wind Initiative. Your customer's rebate application has been evaluated, and the amount of $43,753.50 has been approved for a 10 kW wind system producing 12,501 kWh/year. Please note, following the completion of your customer's wind system installation and prior to LIPA conducting a functional test of your customer's wind system, setting the appropriate meter and processing your customer's rebate, your customer must provide LIPA with a temporary or copy of the electric inspection certificate issued by the electrical inspection agency having jurisdiction. When your customer's wind project is completed, please return all applicable invoices to our Rebate Processing Section. To ensure prompt processing of your customer's rebate, the invoice must specify manufacturer, model number, quantity and purchase price for each requested device. The pre-approval is guaranteed until 12/5/09 at which time your customer's wind system must be installed, operating and ready for a LIPA safety verification test of your customer's inverter. Your customer's invoices must be submitted within this time frame. Upon receiving the required documents, we will expedite the processing of your customer's rebate. If your customer's wind system is not ready for a LIPA safety verification test on or before your customer must resubmit a new LIPA Backyard Wind Initiative rebate application, refe~ncing the above application number to: LIPA Rebate Processing 25 Hub Drive Melville, NY 11747 Your cooperation in this matter is greatly appreciated. If you have any questions regarding this matter, please do not hesitate to call our toll-free Energy Infoline at 1-800-692-2626. Sincerely, Pat Dorsch ENERGY EFFICIENCY - LONG ISLAND Page 1 of 1 Tot~tv,~i~i^n~e× Fro n%'O. ~l~irbl,TM elissa S°u~l~t.'Nev~'l~.~d~,TJ~)7, 2009 4:09 PM To: Shinn Vineyards Cc: Toth, Vicki; Verity, Mike; John BUILDING DEPARTMENT Subject: RE: Shinn/wind/building dept. TOWN OF SOUTHOLD Telephone (631 ) 765-1802 ~502 Hi David, Please find the following to confirm our telephone conversation of a few minutes ago. I spoke to Vicki in the Building Department. It appears that the wind turbine you have applied for is within the Reserve Area (non-PDR easement area) of your property. Therefore, no Land Preservation Department (or Land Preservation Committee) action is needed. Land Preservation action is needed if the requested use is within the preservation area only. It is my understanding that you have not subdivided the Reserve Area from the Easement Area. Therefore, the total property area is that of the combined Reserve Area and Easement Area. The Building Department can verify this with the Planning Department if there is a question as to total property area, If your wind turbine application changes and request is made for it to be located within the Easement Area, review and approval from the Land Preservation Committee will be required. Please let me know if you have any questions regarding the above. Melissa From: Shinn Vineyards [mailto:shinnvin@optonline.net] Sent: Monday, April 06, 2009 5:22 PM To: Spiro, Melissa Subject: Shinn/wind/building dept. Melissa, Vicky in the building department called and said that I could not get a disapproval letter for my wind application until she spoke with the land preservation office. We need the disapproval so that we can go to ZBA for a variance. How can we expedite this process? David Page Shinn Estate Vineyards 4/8/2009 Alex McNear From: Sent: To: Subject: Dorsch, Patricia J. [pdorsch@service.lipower.org] Sunday, January 10, 2010 11:24 PM Alex McNear RE: Shinn Wind Sorry about that. I had to use up my vacation and took 3 weeks off. I forgot- I'll do it this week. I don't remember getting the info but I'm sure you sent it. I'll check my files. Thanks for the reminder! ..... Original Message ..... From: Alex McNear [mailto:Alex@greenlogic.com] Sent: Friday, January 08, 2010 8:52 AM To: Dorsch, Patricia J. Subject: Shinn Wind Pat, David Page and Barbara Shinn finally got a variance from the Town of Southold to install a Bergey wind turbine on their property. In mid December you asked me to resend the LIPA rebate application so we could extend the LIPArebate approval expiration date, but I never received a confirmation or a new letter stating the extension. Please let me know what the new expiration date is. Thanks so much. Best, Alex Alexandra McNear Senior Account Manager GreenLogic LLC 425 County Road 39A, Suite 101 Southampton, NY 11963 tel: 631-771-5152 (ext. 107) fax: 631-771-5156 Town of Southoid Erosion, Sedan & 8--~o~. -4~-~-E$8MENT FOR;.". PROPERTY LOCA~ON: 8.C.T,IiL~. 1~E FOLLOWING ACTION8 MAY RIEQUIRE THE ¢a.~nB,ee,nna OF l[ Itol~ INur~ber: (NOTE: A Cbed~ Merk (,~) fer eech Quasgon t~ Required for a Oomplete Appflc~tlon) Ye._.~ Nc, 1 2 3 4 5 6 8 9 Wlll ~i~ PmJe~ Reteln All 8torm-W~er Run-Off Gener~ed by (This ~ will Irldudn all run*off c~e~led by ~lte ¢tearthg and/or oorls~astJon 8~lvltlas Improvements and the permanent ~aSon of imporvtous Does the Site Pine and/or Survey 8how All P~A~need Drainage ~nJofuras Indlca~ng Size & This Item shall Include M Pmpeeed Grade Chanpen and Slcpe$ Co~tmlling Surfaoe W~terFim,4 Wig thie Project Require on¥ Land Filling, Gm,lng or B. xc~v~on wbem them Is n chmtge to the Hatum( Exietlr',g Grade thvelvlng mom then 200 Cubl~ Ymds of Matebel within mt¥ Pamel? Will this Apptleedon Require Land Dis~bteg A~flvffias En~ompm~lng an Ame in Excess of Five Thousend (5,000) Square Feel of Ground 8urfese? Is there a Natural Water Course Running thmu§h the 8be? Is this Project within the Trustees Jurisdiction or within One Hundred (1Off) feet of a Wetland or Beach? Will there be Site pmperation on Ex.lng Grade Slopes which Exceed F~een (15) fe~ of Vertical ~ise to One Hundred (100') of Horizontal Distan~e? Will D~ve~ays, Parking Areas ~ other Impe~Yious 8un%ce~ be S~d ~ Di~ S~Wa~r RunOff into and/or In ~ dl~ ~ a T~ ~htmf~ ~11 ~is Pmj~ R~uim ~e Plaint ~ M~dal; R~ ~V~ a~ ~e ~s~ of ~y Item ~in ~e T~ ~t~f~ay m ~d ~d~ ~? ~ls I~m Mil N~ Inalu~ t~ Ifls~l~on ~ Dd~y ~rons.) W~I ~is P~ Require Si~ Pm~on ~in ~e O~ Hund~ (1~) Ye~ ~aln ~ ~y W~u~e? NOTE: if Any Answer to Questions One through Nine Is Answered with a Cheek Ma~ In the Box, · Storm-Water, Grading, Dralm~ge & E~lon Control Plan In Required and Muat be Submitted for Revtew Prior to lesuonoe of Any Building Permlfl EXEMPT~ON~ Ye_la No Does thi~ project meet the minimum standards for daaslfl0a~n as~/~ullond Project? Note: ~fY~uAn~weradYe~toth~eQues~n~a8torm~ater~rad~ng~r~na~e&Er~n~nt~P~n~N~TRequ~rK~ ~ -- STATE OF NEW YORK, ~d ~er ~Wor mpr~fi~ of ~ ~ of O~s, ~d ~ d~y aufio~d to pc~omt or havc ~ffo~ tic e~d ~rk ~d to Sworn to ~fom mc ~; ............................................... (S~gna~e of ,~can~) Town Hall Annex 54375 Main Road P.O. Box 1179 Soufl~old, NY 11971.-0959 Telephone (63 l) 76.5-1802 , Fax (631) 765~-,95Q2, ro,qer.ricnert(~,town.sou~no~a.ny.us BUILDING DEPARTMENT TOWN OF SOUTI"IOLD APPLICATION FOR ELECTRICAL INSPECTION Company Name: Name: License No.: L~'.~_ J,,~' Address: ~C~,_ ('_~l_~-J,~Y'~rJ[ .~q,A- ~ J~ , 30BSlT~ INVORM~TION: ('Indicates required information) *Name: ~ VI mm, a~g *Address: I~ ~¢,~) ~ ~ *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: I ('7-0 Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) 4z.,~,~3~~ *Is job ready for inspection: iy~J2U'V'~OC-P~/NO. *Do you need a Temp Certificate: ~ NO Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: Rough In Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 5URVE'r'ED II-D-~t8 SUt=I=OLI¢. COUNT'¢ TAX ¢¢ lO00- I00- 4- ~ E, Et~TIFIEO TO, BARBAP-.A 5HINN CONINIONI~IEALTH LAND TITLE INSUt~ANGE C, OI'4PAN'r' Ot= PROPERTY Or¢~_or~ BLDG. DEPT. TOWN OF SOUTHOLD JOH~ No. 50202 NO. 50202 _AND SURVEYOR 5 EAST HA~N STREET R[VERHEAD, N,Y. ~90~ 389-8288 Fax 369-8287 "(- - I"= _,ALE REFERENCE # 98-270 51TUATE: HATTITUCK TO~IN, SOUTHOLD E~U~FOLK COUNTY, NY' JJ I~®gNI~ATION LOGAT[ON ~- !NAL 04-25-200-/ ~/~, I ' ,°oo-,oo-,-,., ¢/ '. NOTES= MONUMENT POUND AREA: D~,,O-i6 9F OR 1.21q ACRE5 ~APHIG 5GALE I"= ~0' Oregoa Roa 12' Lond no~ or' Formerl~ o~: ~ ~ Dovld Poc~e To~n o~ 6outhold 53.85' Land Nora or ~ormerltj o~: f~ ~ H Forms LLG JOHN C. EHLERS LAND SURVEYOR 6 EAST MA1N STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserver\pros\90S\98-270a.pro SURVEY OF PROPERTY 51TUATE-, HAtTITUC~K TOMN: 50t)THOLI2 SUFFOLK COUNTY, N'r' POLE FOUNDATION 12' Roa Land now or formcrl~j oF: B~PDoPo 5hlnn ond To~n oF JUN 3 0 Souiho]d Town Planniqg Board 0 OG z~ _J NOTES, MONUMENT FOUNI~ AREA = 5~/D'f¢ ~ OR 1.21q AC, RE~ ®t;~,,PH lC, SC, ALE I"= 53.85' Lond No~ or ~ormerRJ o D ,~ H por'm5 LLO JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERIffEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.CADoanments and Settings\OwnerXaMy DocumentsLMy Dropbox\90S\90S\98-270a.pro New Vor~ ~ PROPOSED SITE PLAN (PARCEL NTS MAY11 7010 NOFEB t ACCESS ARE/', SHALL MAINTAIN FREE & CLEAR ACCESS 2 THE PLANNING BOARD GRANTS THIS SITE PLAN FOR A RETAIL WINE TAS~RNG FACILFr¢ ONLY. BUSES ARE PROHIBITED FROM ENTERING THE SITE MAY 18 20t0 L Shinn Vineyard Wind Turbine (location approved by zoning board) This is to certify that ROBERT J SICYPALA GREENLOGIC LLC doing business as having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws, roles and regulations of the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A' CURRENT CONSUMER AFFAIRS ID CARD Director ACORD. CERTIFICATE OF LIABILITY INSURANCE o.,o ap~-7 Ol/19/o9 ~ ~S ~F~ IS I~E~ ~ A ~R OF INFO~ON ONLY ~D ~FE~ ~ ~ U~N THE CE~TE 365 ~OS~ZS ~ DR~ ~R~E~E~O~DBY~EP~Q~BEL~. ~one: 516-799-8222 INSU~ ~FO~ CO~E ~C 425 Co=~ 9~. 39~ S=i~e 101 A X ~1 COMMERCV, LGENERALUABIUTY ! ~P1681L 01/31/09 01/31/10 ~ ~(~) 50,000 ~&~ s1~000~000 ~A~E~ S 2,000,000 CERTIFICATE HOLDER CANCEU.ATION TOWN OF SOOTHOLD 53095 ROUT& 25 SOUTHOLDNY 11971 TOWN~H ACORD 25 (2001/08) © ACORD CORPORATION 1988 STATE OF NEW yORK - WORKERS' COMPENSATION BOARD ' CERTIFICATE OF NYS WO~' COMPENSATION INSURANCE COVERAGE 1a-'Legal Name & Address of lasared (Use street address only)' .425 Coun~j Ro~d 39As Suite 10! . Work Location ofl~suFed (OM~ rf~ft/red~ lim_~_~ t~ eomin loc~ons In New York ~ Le., d Wrap-Up Name and Address of tie EntRy 1~ Proof of Coverage (Entity Being Listed as the Certificate HoMer) Town Of ~outhoM Building Dept. 53095 Route 25 Southold, NY 119/1 lb. Business Telephone Number of lasured 631-771-$152 lc. NYS Unemployment Immrnnco Employer Re~strnflon~Number of buured Id. Federel Employer ldentiflcoflon Number of Insured or Socinl Security Number 20-380119 3a. Name ofInsuranee Cnr~er National Union lqre Insurance . 3b. Polity Number of entry listed in box "la" WC00992419S 3e. Policy effective period 3d. The Proprietor, Partners _or Executive Officers are [] inelude~ (Only cheek boxlf all partne~/ot~tera i~cluded) [] aH exeluded or eertalo partaers/offirers excluded. compen~Olon under the New York Sate Workms' Compensation Law. (To ase ams form, New York (NY) mast ~ ~ u~ I~ 3A on the INFORMATION PAGE of the workers' compen~tion iasnranco polk'y). The Insurance Cattier or its licensed ngcot will send this ~e of Insurance to the entity listed above as the certificate holder in box ~2". The lnswronce Carrier will also notify the above C~rt~lh~te holder within 10 days IFa policY is canceled due to nonpayment of pretniurns ~r within 3~ days ~F tbere are rea~ns ~ther than n~npaym~ af premhrm~ tha~ crtm~e~ tbe p~icy ~r d~ ~ ~ ~ coverage indicted on this C~;,[tcatt el'here notices may be sma by regular ma~ ) Otkowi~ fas Ce~ b valM for o~e ~ ~' Ple~e No~. Upon the eaneeilotion of the workers' compemmflon poliey indicoted on this form, ff the business eoatinues to be named on a permit, licoase or contxnet issued by n eerflficote holder, the Imsinm mast provide that e~ti~cote holder wlt~ n new Cerflficote of Workers' Cempemmtion ~overnge or other a~thorb~ proof that the buMnem is complying with the mandatory coverage requirements of the New York $tate Workers' ~mpoasatlon Law. Under penalty of perjury, I certify that I nm an authorized representative or licoased agent of the insuranco enrrlor refereneed above and that the named insured has the coverage as depleted on this form. Approved by: Approved by:. (S~nsm~) ~ (Date) Title: Authorized Re~ Telephone Number of amherized relzesemnfive or licensed agent of iasm ~ce catrie~. __631-283=8000 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insarance brokers are NOT attthorized to issue it. C-105.2 (9-07) www.wcb.state.ny.us January ll, 2010 Town of Southold Building Depamnent Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Barbara Shinn and David Page who have hired GreenLogic LLC to install a 120 foot, 10 kW wind turbine with a 22 foot blade for their agricultural property at 2000 Oregon Road in Mattimck. Mr. Page said he already dropped offin your office a copy of the survey with the wind turbine location and a copy of the paperwork from the zoning board approving the wind turbine location. In addition, the preservation committee will sign offon the new location on Tuesday night and that paperwork should be in your office by the end of the week. In connection with this application, please find attached: A building Permit application · Copy of paperwork sent to LIPA informing them of installation · Survey of Premises (already dropped off at building department) · Tower Requirements/specs for the BWC Excel Wind Turbine · Wind tubine monopole spec sheets · Wind turbine performance model sheet · Specification sheets for inverter (AMFA00100000000027AF) · Decibel levels and noise evaluation study · 2 Electrical drawings · Aerial photograph of wind turbine location · GreenLogic Town of Southold Home Improvement License · GreenLogic Certificate of Liability Insurance · GreenLogic Certificate of Worker's Compensation Insurance Coverage · Master Electrician's of Workers Comp Insurance Please let us know if you need anything else in connection with this application. Alexandra McNear Office Manager GreenLogic Energy WIHDPOWER Bergey Windpower Co. 2200 Industrial Blvd. Norman, OK 73069 Tel: 405-364-4212 Fax: 405-364-2078 Tower Requirements for the BWC Excel Wind Turbine Customer supplied towers for the BWC Excel wind turbine should meet the following requirements: Tower Height: 80 ft (24m) minimum recommended Design Wind speed: 120 mph (54 m/s) Turbine Weight: 1,150 lbs (525 kgs) Maximum Turbine Thrust Load: 2,000 lbs (910 kgs) at 120 mph (54 m/s) Blade Clearance: Top 12 ft (3.7m) of the tower must not extend beyond an18" (460mm) radius from the tower center line. The top mounting plate may be larger. Dynamic Loads: Not considered due to variable speed rotor Stiffness: Tower top should not deflect more than 2.5% of the tower height at 120 mph (54 m/s) or 1.5% of the tower height at 50 mph (22.4 m/s) Turbine Mounting: See attached drawing, which shows the bottom plate for the wind turbine tower adapter. The preferred attachment is the 6 equally spaced 0.88" diameter holes on a 15" bolt circle. Furling Winch: Provisions must be made to mount a Dutton-Lainson DL1602 hand winch, which is supplied with the wind turbine, approximately 55" (1.4m) above the base with a 3/16" (0.5mm) steel cable running up the center of the tower. Wiring Strain Relief: On tubular towers over 80 ft (24m) provisions must be made to add a cable grip assembly (e.g., Kellem Grip) to support the down tower wiring. Access Hole: On tubular towers it is recommended that a 5" (60mm) diameter access hole be provided approximately 5" (60mm) below the top of the tower to allow access to the tower wiring and furling cable connections. Tower Climbing: On non-tilting towers, provisions must be made to allow the tower to be climbed for inspections and maintenance. Climbing pegs should be removable if they do not meet the blade clearance requirement. On lattice towers we recommend the use of horizontal laterals (girts) to facilitate climbing. Materials: We recommend Iow-carbon steel, with careful attention given to weld quality. Stress risers and brittle materials must be avoided because of the possibility of fatigue cracking. We do not recommend aluminum be used. Fasteners should be Grade 5; Grade 8 is too brittle. Finish: We recommend hot-dip galvanizing after fabrication. If you have questions concerning the suitability of a particular tower or any of the requirements listed here, please contact Bergey Windpower at T: 405-364-4212 or sales@bergey.com ! 4.94 . .75 ol~.- ~ HLS EO. SPCD ()~0' 1.~5') 17.00'/~A. I I Wind turbine monopole (tower) D a~ig~ Skand~ TIA/EIA-222..F-1998 B afl= ~/','~ ~=aed · 1 {30.0 [mph] S~vic='v~nd ~ = 50.0 I~ ~cknm - 0.75 Sct. Leng[h Ovmlap TopDia. BotDie. Thick. (~] [rtl [hi [in} [in} 1 48.0D 3.82 30.15 43.00 0.3750 2 48.00 Z~ 18.87 31.82 0.3125 3 30.42 O.DO 1ZDD 20.14 n.2500 PRELIMINARY NOT FOR CONSTRUCTION 12D. O0 Dmw~oad [Kips] Marnent [Kip~lt] /~'qMUM BASE REAETIONS Brae Iced 14.7 18.7 11.1 10.0 748.0 703.2 Appendix i PRELIMINARY NOT FOR Appendix 2 NOTES: 1. MINIMUM CONCRETE COVER 3 tN UNLESS OTHERWISE NOTED 2 SEE DRAWING SP17530 FOR ANCHOR LAYOUT AND ASSEMBLY DETAILS 3. REACTIONS PER TIAJEIA ~O MPH, GUST 1.69, NO ICE, MAX ROTOR THRUST CONCRETE VOLUME: 35.3 CU YD (ROUND) 361 CU YD (SQUARE) REACTIONS: O.TM. 7697 FT-KIPS BASE SHEAR = 11.8 KIPS VERTICAL LOAD = 8.31 KIPS {NO ICE) PLAN '~"~ PIER MAY SE FORMED ROUND OR SQUARE - PRELIMINARY- NOT FOR CONSTRUCTION BERGEY WINDPOWI I'"~'PZEIR PA]} ~FBUN]}AT I[3N '~ IP141~O1 LTRI REV;S~BN I S¥ I^PP'~ MATERIAL STRENGTH GRADE Fy Fu Fu TOWER DESIGN NOTES 1. Tower designed for Exposure C to the TI^-222-G Standard. 2. Tower designed for a 90.00 mph basic wind in accordance with the TIA-222-G Standar 3. Tower is also designed for a 40.00 mph basic wind with 0,75 in ice. Ice is considered t( increase in thickness with height. 4. Deflections are based upon a 50.00 mph wind. 5. Force Couples (top of tower) Excel 10 kW Wind Turbine A: 1150.00 lb, H: 2000.00 lb, M: 4000.00 lb-fl, T: 300.00 lb-fl ~ce-^: 1710.00 lb, H: 1500.00 lb, M: 3000.00 ih-fl, T: 200.00 Ib-ff Service-A: 1150.00 lb, H: 2000.00 lb, M: 4000.00 lb-fi, T: 300.00 Ib-ff 6. Weld together tower sections have flange connections. 7. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 8. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTi A153 Standards. 9. Welds are fabdcatad with ER-70S-6 electrodes. AXIAL 20893 lb SHEAR 312974 Ib-ft 4059 lb TORQUE 200 Ib-fl 40. OOmph WIND - O. 75 in lCE AXIAL 17001 lb SHEAR 872292 lb-If TORQUE 478 lb-fl REACTIONS- 90.00 mph WIND Bergey ~Yindpower Compan)~°~: Production Pole ~ 20 (Preliminary Dra~ 2200 Industrial Boulevard ~ :AlternatlveEnergyAssoclates-SussexCou Norman OK 73069 ~Client: Be~leyWindpowerCompan~rawn~Y:KenCrai~ · ' Plot Plan Total Area - 0.03 Acres ase Elev=-0,00 ft 15.00 15.00 Bergey rFindpower Company~°b: Production Pole t 20 (Preliminary Dra~ 2200 Industrial Boulevard IPr°Jea:AlternatlveEnergyAssoclates-SussexCou Norman OK 73069 Ic''~"t: Be~e¥ Windpower Compan'~ Drawn by: Ken Crai~ WindCad Turbine Performance Model BWC EXCEL-S, Grid -Intertie Tier-SH3055-22-BWC Prepared For: Site Location: Data Source: Date: Shin MN - class 4 AWS Truewind/Wind Explorer 11812010 10 kW Ave. Wind (m/a) = 5 WeJbull K = 2 Site Altitude (m) = 7 Wind Shear Exp. = 0.180 Anem. Height (m) = 30.48 Tower Height (m) = 36.6 Turbulence Factor = 0.3% Hub Average Wind Speed (m/s) = 5.17 Air Density Factor = 0% Average Output Power (kW) = 1.43 Daily Energy Output {kWh) = 34.2 Annual Energy Output (kWh) = t2,501 Monthly Energy Output = 1,042 Percent Operating Time = 69.6% Weibull Performance Calculations Wind Speed Bin (m/s) Power (kW) Wind Probability (f) Net kW @ V 1 0.00 5.76% 0.000 2 0.00 10.54% 0.000 3 0.04 13.63% 0.005 4 0.40 14.76% 0.059 5 0.78 14.13% 0.110 6 1.35 12.24% 0.165 7 2.15 9.71% 0,209 8 3.07 7.11% 0.218 9 4.09 4.83% 0.197 10 5.27 3.05% 0.161 11 6.77 1.80% 0.122 12 8.22 0.99% 0.082 13 9.72 0.51% 0.050 14 10.82 0.25% 0.027 15 11.63 0.11% 0.013 16 11.63 0.05% 0.006 17 11.75 0.02% 0.002 18 10.90 0.01% 0.001 19 10.67 0.00% 0.000 20 10.41 0.00% 0.000 2008, BWC [ Totals: 99.50% 1.427 Weibull Calculations: Wind speed probability is calculate Weibull curve defined by the aver; speed and a shape factor, K. To f; piece-wise integration, the wind sF range is broken down into "bins" o width (Column 1). For each wind s instantaneous wind turbine power Column 2)) is multiplied by the We speed probability (f, Column 3). T? product (Net W, Column 4) is the contribution to average turbine po~ contributed by wind speeds in that sum of these contributions is the a power output of the turbine on a c( 24 hour, basis. Best results are achieved using an monthly average wind speeds. Us~ 3r hourly average speeds is not recommended. Instructions: Inputs: Use annual or monthly Average Wind speeds. If Weibull K is not known, use K = 2 for inland sites, use 3 for coastal sites, ar for island sites and trade wind regimes. Site Altitude is meters above sea level. Wind Shear Exponent is best assumed as 0.18. For terrain or high turbulence use 0.22. For very smooth terrain or open water use 0.11. Anemometer Height is for the data used for the .a Wind speed. If unknown, use 10 meters. Tower Height is the nominal height of the tower, eg.: 24 meters. Turbulence Factor is a de turbulence, site variability, and other performance influencing factors -- typical turbulence has already been incorporated into the model. (0%) for level sites with tim~ted obstructions. Use -0.10 ( negative 10%) for fiat, clear sites on open water. Use 0.05 to 0.15 (5% to 15% rolfing hills or mountainous terrain. INVERTER MANUAL AM FA00100000000027AF AM FA00100000000027AH Operator's Manual & Installation Instructions Rev. 13 Date: 10 November 2008 AMFA00100000000027AF AMFA00100000000027AH Table of Contents Ratings Important Safety Instructions Installation a. Mounting b. Electrical Connections Markings Operation Touch Screen Display a. Stop / Reset b. Status c. Faults d. Parameters Equipment Maintenance Production Test Documentation a. The manufacturer's model number. b. Serial number. c. Functional software and firmware versions. d. Testing date. e. Test settings. f. Manufacturer's stated accuracies. g. Production line test results. Page 1 AMFA00100000000027AF AMFA00100000000027AH 1. Ratings Turbine Input Maximum Input Voltage (3 Phase Input) 400 VAC Minimum Input Start Voltage 30 VAC Input Operating Voltage Range 200 to 400 VAC Maximum Input Frequency 400 Hz Maximum Input Current 40 Amps Maximum Input Short Circuit Current 462 Amps AC Backfeed Current to Input Source N/A Output Maximum Continuous Output Power 12000 Watts +/-10% Maximum Continuous Output Current 50 Amps +/- 10% Nominal Output Voltage (Single Phase) 240 VAC Operating Voltage Range 215 - 260 VAC Voltage Measurement Tolerance +/- 10 VAC Nominal Operating Frequency 60 Hz Operating Frequency Range 59.3 to 60.5 Hz Frequency Measurement Tolerance +/- 0.5 Hz Output Power Factor 0.95 +/- 0.05 Normal Operation Temperature Range -20°C to 45°C Maximum Output Over-Current Protection 80 Amps Maximum Output Fault Current 1030 Amps Maximum Synchronization In-Rush Current 6.3 Amps Utility Interconnection Trip Time 100 mS Time Measurement Tolerance +/- 85 mS Page 2 AMFA00100000000027AF AMFA00100000000027AH 2. Important Safety Instructions SAVE THESE INSTRUCTIONS This manual contains important instructions for Model(s) AMFA00100000000027AF and AMFA00100000000027AH that shall be followed during installation and maintenance of the inverter. The output field wiring terminal can be used for connection of a maximum of: One 1/0 AWG wire per terminal (1 wire for each line) The input field wiring terminal can be used for connection of a maximum of: One 2 AWG wire per terminal (1 wire per phase per terminal provided). The field-wiring terminals shall be connected using the following wire types: Copper Conductors Only (Input connection) Use No. 6 - 2 AWG, 90 °C copper wire only Copper, Aluminum or Copper-Clad Aluminum Conductors Only (Output connectioq) Use No. 4 - 1/0 AWG, 90 °C Copper Conductors Use No. 2 - 1/0 AWG, 90 °C Copper Clad Aluminum, or Aluminum Conductors. The following symbols are used as markings on this product with the following meanings: Equipment grounding conductor - II~__II This inverter is intended for operation in an environment having a maximum ambient temperature of 45 degrees C. This unit or system is provided with fixed trip limits and shall not be aggregated above 30 kW on a single Point of Common Connection WARNING This unit is not provided with a GFDI device. This inverter or charge controller must be used with an external GFDI device as required by the Article 690 of the National Electrical Code for the installation location. CAUTION To reduce the risk of fire, connect only to a circuit provided with 80 amperes maximum branch-circuit overcurrent protection in accordance with the National Electrical Code, ANSI/NFPA 70. Page 3 AMFA00100000000027AF AMFA00100000000027AH 3. Installation Mounting i. The enclosure is provided with four mounting feet with 0.281" dia. mounting holes. ii. For mounting to a 0.10" thick metal surface, use M6, %-20 or %-28 bolts grade 3 or higher with nuts and flat washers. iii. For mounting to concrete, use M6 or %" bolts using concrete anchors with an 800 pound or greater tension rating. iv. The required bolt length is such that the internal threads need to be 100% engaged. v. The enclosure is to be oriented with the conduit openings facing toward the floor. vi. Enclosure ventilation is to be provided such that the following guidelines are satisfied. 1. Provide a minimum of 12 inches clearance to the air inlet filters. 2. Provide a minimum of 6 inches clearance to the outlet side vents. 3. Use in a well ventilated area within the maximum ambient temperature rating. Page 4 AMFA00100000000027AF AMFA00100000000027AH Electrical Connections ara made to the unit via the 2.0" diameter conduit holes in the bottom of the enclosure. Wiring methods in accordance with the National Electrical Code, ANSI/NFPA 70 are to be used. The input and output circuits are isolated from the enclosure. System grounding, when required by Sections 690.41,690.42, and 690.43 of the National Electric Code, ANSI/NFPA 70, is the rasponsibility of the installer. AC Output Connection (Utility) i. The AC output is single phase and not bonded to ground. ii. Connect the two single phase 240VAC wires to the dual fuse block located on the lower left side of the enclosure. iii. Tightening torque, allowable wira size, and type, for the Field-Wiring Terminals: 1. 100 Ibf-in tightening torque maximum 2. 4 AWG to a maximum of 1/0 AWG for Copper Conductors Only 3. 2 AWG to a maximum of 1/0 AWG for Aluminum Or Copper-Clad Aluminum Conductors Only 4. Wire type- rated 90C minimum AC Input Connection (Turbine) i. Connect the three phase turbine wires to the DIN rail terminal block located on the lower right side of the enclosure. ii. The inverter's wind turbine input must be connected to a 3-phase "delta" or "wye" connection with the neutral not connected to earth ground (left floating). iii. The inverter must be provided with 3, Class T, UL listed fuses rated, 400 VAC minimum, 50 Amp maximum for proper protection from the wind turbine input to the unit as well as an appropriate UL listed fuse holder to accommodate the fuses. 1. For example: Manufacturer, part number of fuse - Bussmann, JJS-50 Manufacturer, part number of fuse holder - Bussmann, T60060-3CR iv. Tightening torque, allowable wire size, and type, for the Field-Wiring Terminals: 1. 18 Ibf-in tightening torque 2. 6 AWG - to a maximum of 2 AWG for Copper Conductors Only 3. Wire type- rated 90C minimum Earth Ground Connection i. Earth grcund is to be connected to the two terminals provided inside the enclosure as indicated by the earth ground equipment marking. ii. The inverter's earth ground connection must be bonded directly to the service entrance's earth ground which in turn is bonded to neutral. iii. Allowable wire size range is 8 AWG - 4 AWG. 4. Markings a. Enclosura: NEMA Type 1 - for indoor use only b. Earth ground is indicated by the following marking: Page 5 AMFA00100000000027AF AMFA00100000000027AH 5. Operation This equipment is a UL 1741 certified Utility Interactive Inverter and complies with the requirements of IEEE1547 which is the standard for intemonnecting distributed resoumes with electric power systems. The Normal Operation of the inverter is as follows: When single phase 240VAC is applied to the inverter, the display will power up and a message stating that the unit is initializing is shown. A countdown timer set for 5 minutes (300 seconds) starts before the inverter is ready to transfer power to the utility grid. The inverter will automatically transfer power to the utility when AC voltages in the range of 30VAC to 400VAC are present at the Turbine input. 6. Touch Screen Display The touch screen display located on the front panel of the enclosure provides manual over- ride and status of the inverter's operation. The touch screen display also provides a Stop and a Reset button, The Stop button is used when it is desired to disconnect the inverter from the power grid and the wind turbine. After Stop is pressed the inverter will remain in a powered- up stand-by mode until Reset is pressed or Grid voltage is removed. When Reset is pressed the inverter will resume normal operation. b. Status i. Status of the inverters operation is shown on the lines one and two of the display. The following table lists the status messages that may appear. Status Message Description waiting The inverter has been reset or that the 5 minute countdown delay is Initializing in progress Waiting The voltage from the turbine is lower than the factory set auto-start For Wind voltage threshold AC Running The active rectifier is regulating the internal DC Boost voltage Running The inverter is transferring power to the utility grid Fault A fault has occurred. See fault messages Manual Stop The manual stop button has been pressed Press Reset Fault Limit Three faults have occurred in an hours time Press Reset Indicates that a communication problem exists between the display Disconnected and the inverter. Check for bad cable connection. Page 6 AMFA00100000000027AF AMFA00100000000027AH c. Fault Messages i. Fault messages are displayed when a fault occurs and when the last fault parameter is selected. The following table is a list of possible faults that may be displayed. Fault Fault Message Code Description INTERNAL ERROR 10 IGBT Desat or control logic fault DC OVER VOLT 1 1000 The DC Bus voltage has exceeded its maximum threshold DC OVER VOLT 2 1500 The DC Input voltage has exceeded its maximum threshold DC UNDER VOLT 1250 The internal DC Boost voltage has dropped below its minimum threshold AC OVER VOLT 2030 The AC line voltage has exceeded its maximum threshold AC UNDER VOLT 2280 The AC line voltage has dropped below its minimum threshold TURBINE PHASE 2500 Indicates that thero is a problem with one or more of the turbine input phases. Bad connection, missing phase. Phase A line current sensed by the converter module has OVER CURRENT 3000 exceeded its maximum current threshold Phase C line current sensed by the converter module has OVER CURRENT 3020 exceeded its maximum current threshold The DC Boost phase of the converter module has OVER CURRENT 3050 exceeded its maximum current threshold The internal high temperature threshold has been OVER TEMP 4000 exceeded UNDER TEMP 4250 The internal Iow temperature threshold has been exceeded GROUND FAULT 7000 An input phase appears to be shorted to chassis ground AC UNDER FREQ 8000 The frequency of the utility grid voltage went out of range. The upper range threshold was crossed The frequency of the utility grid voltage went out of range. AC OVER FREQ 8100 The lower range threshold was crossed Page 7 AMFA00100000000027AF AMFA00100000000027AH d. Parameters The Up and Down arrow that is visible on the left side of the touch screen display* is used to scroll through a list of parameters. The list of viewable parameters is as follows: Parameter Description Grid Voltage Magnitude of the connected single phase grid voltage Grid Frequency Frequency of the connected single phase grid voltage Bus Voltage Magnitude of the actively rectified DC bus voltage DC Current Averaged value of the DC current Turbine Volts Averaged value of the rectified AC voltage from the Input Output Power Output power displayed in watts Cumul. Power Output Power accumulated over time of operation VRef Used for factory setup** IRef Used for factory setup** Last Fault Displays the last fault that occurred since the inverter was powered up along with a fault cede that may be useful when troubleshooting. *A hidden feature of the display is the contrast adjustment. The right side of the display has invisible up and down arrows that can be used to increase and decrease the contrast of the display. **Vref is used as an index look-up into a virtual table used for a customizable power curve, the graph of which is configured by parameters 81 through 93, called Iref request values. The virtual size of the table is 768 points. The table parameters configure every 64th value of the look-up curve for lref. Irefisthe current request in counts for a given DC input voltage tracked by Vref. Using this configuration the inverter can be adjusted to provide any power curve required. 7. Equipment Maintenance Periodically check the ventilation screen for the cooling fans. VVhen necessary, use a vacuum to clean the screen from the outside of the enclosure. Do not force air or spray water into the enclosure. The touch screen display may become dirty over time. To clean the display use clean water applied to a soft non-abrasive cloth. Water sprayed directly onto the display could possibly leak inside and cause damage. Dirt and fingerprints do not affect the operation of the touch screen display. Page 8 AMFA00100000000027AF AMFA00100000000027AH 9. Production Test Documentation Manufacturer Model Number [] AMFA00100000000027AF [] AMFA00100000000027AH Serial number I Functional software and firmware versions SCDXL0000000000050AH SDSCC0000000000036AN SDSCC0000000000037AF Testing date I 10-Nov-2008 I Test settings I Attach parameter table printout Manufacturer's stated accuracies Operating voltage range: 215 to 260 VAC Voltage measurement tolerance: +/- 10 VAC Operating frequency range: 59.3 to 60.5 Hz Frequency measurement tolerance: +/- 0.2 Hz Utility interconnection trip time: 100 mS Time measurement tolerance: +~-85 mS Production line test results Dielectric Withstand Test [] Pass [] Fail Response To Abnormal Voltage [] Pass [] Fail Response To Abnormal Frequency [] Pass [] Fail Synchronization [] Pass [] Fail 5 Minute Reconnection Timer Following Abnormal Condition Disconnect [] Pass [] Fail Page 9 BARK Decibel levels and Noise evaluation 12 July 2001 Michael L. S. Bergey Bergey Windpower Co., Inc. 2001 Priestley Ave. Norman, OK ?3069 RE: Wind Turbine Noise Outp.ut Evaluation DearMr. Bergey: Per your request, on the afternoon of 9 July 2001, accompanied by John Stalcup, your representative in Glen Ellen, California, we traveled to a Bergey installation located in Solano County at Ledgewood creek Vineyard to measure the sound pressure level generated by the Bergey Model BWC Excel 10kW Class Wind Turbine. The wind during the time of measurement was gusting between 19 and 24 mph generally from a SE 'direction. It was mutUally decided once on site to sample at distances of 20, 50, 100, 150, and 200 feet, respectively. The temperature was in the mid-70s with mostly dear skies. The sound pressure meter was a ca!ihrated .Rion Integrating Sound Level Meter, Model NL-06, Ser. if 00892560, featuring a NH 19, 1/2 inch capsule and windscreen. The meter was set to measure dBA sound pr'~-sure levels (SPL) each 200ms over a period of 20 seconds time with the average expressed in the' chart below. We measured only fa:om: :at downwind position since the SPL upwind and to the sides was measurably less. As the measurement was made in a vineyard at ground l~vel, the SPL generated by the BWC Wind Turbine was often masked' by the rustling of nearby grape leaves and vines, which by this time of year had fully matured (with the exception Of the grapes). We also attempted to record the samples using an M-S system consisting of a Sennheiser MKH 30 and a MKH 40 pair of mics, with Aerco pre-amp and a Sony PCM M1 DAT (digital audio tape) recorder. Despite the usual high wind effect attenuation precautions we took, this operation was not generally successful because of the unusually high gusts obviating collection of consistently useful data during this test. We were, however, able to obtain brief moments of sound spectrum data that might be helpful and are included with this evaluation report. The following SPL measurements were made in relationship to the tower: Distance Wind Turbine "on" Wind Turbine "off" 20 ft. 50.1dBA 45.7dBA 50 fL 49.3dBA 45.SdBA 100 ft. 46.9dBA 48.1dBA 150 ft. 44.2dBA 44.4dBA 200 ft. 44.1dBA 44.3dBA Bergey Windpower Noise Eval. Wild Sanctuary, Inc. 12 July 2001 2 Sound spectrum data (below) reflects a sample of recorded sound taken at 50 feet. As the spectrogram shows, the sound output generated by the turbine during wind gusts of between 19 and 24 mph is similar in character to that of ocean waves, a stream, and wind effect in tall grasses or blowing through trees densely foliated with leaves and is a common element in acoustics not generally known to cause discomfort or stress in any culture. Bergey Wind Turbine spectrogram recorded 7/9/01 at Ledgewood Creek Vineyard from a distance of 50 feet downwind. This 8 second sample (time on the "x' axis/frequency to 5kHz on the "y' axis) demonstrates acoustic characteristics common to natural sounds such as waves, leaves and grasses rustling as a result of wind, and stream sounds. Conclusion. At distances of 20 and 50 feet, respectively, the level of noise generated by the rotating blades of the turbine, was never in excess of 5dBA greater than the ambient noise (with the turbine shut down). As far as we could detect, there was no measurable noise from the turbine, itself, at any distance. From measurements in excess of 100 feet, the ambient sound of grape leaves tended to be louder in every case than the sound of the turbine blades. Bergey Windpower Noise Eval. Wild Sanctuary, Inc. 12 July 2001 3 The nature of the sound generated by the blades was the same class of white or pitched noise commonly experienced by humans in the natural world. No sound type emanating from the wind turbine at any level was present that would be considered objectionable within the classes of d commonly thought of as such. S, ~ L. Krause, Ph.D. President Wild Sanctuary, Inc. CC: John Stalcup - AirSource Bo. rgey Windpowe~ Noise Eval. Wild Sanctuary, Inc. 12 July 2001 4 COMMON SOUNDS IN DECIBELS Some common, easily recognized sounds are listed below in order of in- creasing sound levels in decibels. The sound levels shown for occupied rooms are only example activity levels and do not represent criteria for design. Note also that thresholds va~/among individuals. 'l'~reshold ) evaluation -- --I10 -- lO0 SO ~ ~'0 -- 20 -- I0 0 · ~U~00 .horn CI0~ au~ay) · C, rouJd noiae, ab f00~0ba'fl ePrin~i~ ep~umn~ ~oncre~ br~*~er B-7S7 gircra~ ca'in durin~ ~li~ht Loud Crac~in~ ~ plastic ~ood ~rap~era (~ ~ and ~d ~rl~c e~no~ m~ p~pIt~ · Whi~per Pnln~ul (and loud Wind turbine electrical drawing ;REEN Armored #2AWG Direct Burial AC NC Disconnect DC AC GridTek 10 NC Disconnect V¥\A Main Service Panel Grounding Main Service Rods Grounding Rod Wind turbine electrical drawing EEN Armored ble #2AWG Direct Burial AC NC Disconnect DC AC I GridTek 10 NC Disconnect Main Service Panel Grounding Main Service Rods Grounding Rod 90.00 Fl' SECTION 18 SLOES SECTION 2 SPLICE LENGTH MIN. = 26.100~ DESIGN = ~MAX. =31.900" DESIGN LOADING DESIGN WIND LOAD PER N4SVTTA/E~A-222-F.19~6. t00.0 MPH BAS;C We, K) SPEED 0=ASTEST4alLE) {0.5' eN)IAL ~ LOAD). 1141S POLE IS DE,SIGNED TO SUPPORT THE FOLLOWING LOADS: SECTION ~ (rr) BOT. TOP pt;) ~ pq3~) 44.42' 19,523 12.000 0.187S 65.0 1.485 4e.oo 2e.Tso 1e.~2o o.'mTs e~.o 2.3~e BASE PLATE 1.500" X 35.000" Round 1.500" DMz. X 74' LONG ANCHOR GENEIEAL NOTES: I . THE BUILDING IS IN ACCORDANCE WITH THE CODE OF THE STATE OF NEW YORK` AND TOWN OF SOUTHOLD~ LATEST EDITION. 2. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT INDICATED ON THESE PLANS, THE CONTRACTOI~. SHALL STOP WORK, AND NOTIFY THE ARCHITECT OR ENGINEEIE. SHOULD TIdE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE THE WORK,~ HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 4. FOUNDATION DESIGN HA5 BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFEBBIONAL ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITB OF THE SUBSURFACE DATA PROVIDED. FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT THE FOLLOWING DESIGN PAfEAMETERB ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITION5 ENCOUNTERED. A) ALLOWABLE 50IL BEARING PRESSURE AT 5.5 ET. DEPTH = 2,000 PBP. B) GROUND WATER TABLE BELOW FOUNDATION DEPTH. C) MAXIMUM FROST PENETRATION DEPTH LESS THAN FOUNDATION DEPTH. 5. WORK 5HALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS OTHERWISE NOTED, THE LATEST REVISION OF ACI 3 I 8, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". PROCEDURE5 FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES 5HALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. G. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. 7. PROPORTIONS OF CONCRETE MATERIALB BHALL BE SUITABLE FOR THE INBTALLATION METHOD UTILIZED AND SHALL REBULT iN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENTB OF ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THE SITE. AS A MINIMUM, CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSi IN 28 DAYB. ES. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE BUITABLE FOR INBTALLATION METHOD UTILIZED OR I/3 CLEAR DIBTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODB OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. 9. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS Off ASTM AG I 5 GRADE GO UNLESS OTHERWISE NOTED. SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED. I O. WELDING lB PROHIBITED ON REINFORCING BTEEL AND EMBEDMENTS. BARBARA SHINN & DAVID PAGE RESIDENCE FOUNDATION GENERAL NOTES 2000 OREGON ROAD. MATTITUCK,/own OF SOUTHOLD, SUFFOLKUFFOLK C O U~ U~.T~Y.~III~t~Y~O R KCOU YORK Ralph Pacifico, PE o oo. oo.o,oog.oo, Barbara Shinn & David Page Sayvllle, NY 11782 Email: engineer~pacificoengineerJn Mattituck, NY 11952 NO. Revision Date Phone No.: ( 631 )988-0000 ~%~,~~?.'.,7// pROJECrNO DArE SCALE S*I£ETNO I I. MINIMUM CONCRETE COVER FOR REINFORCEMENT BHALL BE 3 INCHES (7G MM) UNLEB5 OTHERWISE NOTED. APPROVED SPACERB SHALL BE USED TO INSURE A 3 INCH (7G MM) MINIMUM COVER ON REINFORCEMENT. I 2 CONCRETE COVER FROM TOP OF FOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL NOT EXCEED 3 INCHES (TGMM) NOR BE LESS THAN 2 INCHES (SLMM). I 3. FOUNDATION DESIGN ASSUMES STRUCTURAL BACKFILL TO BE COMPACTED IN & INCH (200 MM) MAXIMUM LAYERS TO 95% OF MAXIMUM DRY DENBITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM DGg&. ADDITIONALLY, STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF I O0 POUNDS ?EI~ CUBIC FOOT ( I ~ ICNLM3). I 4. FOUNDATION DESIGN HAS BEEN BASED ON GEOTECHNICAL DATA SUP?LIED BY TIdE PURCHASER. NO SOILB ~EPORT WAS AVAILABLE AT THE TIME OF FOUNDATION DESIGN. I 5. FOUNDATION DEPTH INDICATED lB BASED ON THE GRADE LINE DESCRIBED IN THE REFERENCED GEOTECHNICAL REPORT. FOUNDATION MODIFICATION MAY BE REQUIRED IN THE EVENT CUT OR FILL O?ERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE GEOTECHNICAL INVESTIGATION. I G. FOUNDATION DESIGN ASSUMES LEVEL GRADE AT POLE BITE. I 7. FOUNDATION INSTALLATION SHALL BE SU?ERVISED BY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED WITH THE PRO?OBED FOUNDATION TYPE. CONSTRUCTION BMALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. I B. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT CONSTRUCTION MATEI~IALS, INSTALLATION METHODS AND ASSUMED DESIGN ?ARAMETEle, S ARE ACCEPTABLE BASED ON CONDITIONS EXISTING AT THE SITE. I 9. FOR FOUNDATION AND ANCHOR TOLERANCES SEE POLE ASSEMBLY DRAWING. 20. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PI~IOR TO CONCRETE PLACEMENT. SIDES OF EXCAVATION 5HALL BE ROUGH AND FREE OF LOOBE CUTTINGS. 2 I . CONCRETE BHALL BE PLACED IN A MANNER THAT WILL PREVENT BEGREGATION OF CONCRETE MATERIALS, INFILTRATION OF WATER OR SOIL AND OTHER OCCURP-,ENCEB WHICH MAY DECREASE THE STRENGTH OR. DURABILITY OF THE FOUNDATION. 22. CONCRETE ?REFERAI%Y SHALL BE PLACED AGAINST UNDISTURBED SOIL, WHEN FORMS ARE NECESSARY, THEY BHALL BE REMOVED PI~IOR TO PLACING STRUCTURAL BACK, FILL. 23. CONSTRUCTION JOINT, IF REQUIRED AT THE BASE OF THE PIER, MUST BE INTENTIONALLY ROUGHENED TO A PULl_ AMPLITUDE OF I/2 INCH (I 2 MM). FOUNDATION DESIGN ASSUMES NO OTHER CONSTRUCTION JOINTS. 24. TOP' OF FOUNDATION OUTSIDE LIMITB OF ANCHOR-. BOLTS SHALL BE SLOPED TO DP-AIN WITH A FLOATED FINISH. AREA INSIDE LIMITS OF ANCHOR BOLTS SlflALL BE LEVEL WITH A SCRATCHED EINISH. 2.5. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" X 3/4" (I 9MM X I 9MM) MINIMUM. ~o.,Ecr BARBARA SHINN & DAVID PAGE RESIDENCE ,~,~Ns~r~ FOUNDATION GENERAL NOTES 2000 OREGON ROAD, MATTITUCK, TOWN OF SOUTHOLD,SUFFOLK COUN~ORKSUFFOLK COUN EW YORK Ralph Pacifico, PE OlOO-lO O,-OO5.OO1 PO Box 1448 I m~l /1 ¢ ~11~ .~, ~. ],~ , Barbara Shinn & Bavid Page Sayville, NY 11782 l izm~'~z,,;~_~jJl~'/'y,~ re, ss Emaih engineer~pacificoengineerin Mattituck, NY 11952 No. Revision Date Phone No.: (631) 988-0000 - '%.~~~.~' ~,..,,cr~o mr¢ s~, s*c, erm POLE MAT FOUNDATION WITH RAISED CONCRETE PIER: ENGINEER RP /TMQ AXIAL LOAD 15,444 LBS OVERTURNING MOMENT i 844,200 LB-FT SHEAR APPLIED 12,300 LBS SHEAR ALLOWABLE (12 BOLTS) 212,400 LBS IRESISTING MOMENT 1,790,880 LB-FT FACTOR OF SAFETY AGAINST OVER TURNING 2.12 BOLT CIRCULAR DIAMETER 47.75 INCH NUMBER OF ANCHOR BOLTS 12 ANCHOR BOLT DIAMETER 1-1/2 INCH ANCHOR BOLT LENGTH 74 INCH ANCHOR BOLT PROJECTION 7.5 INCH ALLOWABLE SOIL PRESSURE 2000 PSF APPLIED SOIL PRESSURE 758 PSF PIER PROJECTION 0.5 INCH PIER DIAMETER 6 FEET PAD WIDTH 20 FEET PAD THICKNESS 2.5 FEET DEPTH TO BOTTOM OF PAD 5 FEET- 6 INCH CONCRETE VOLUME 40.7 CU. YD. CONCRETE fc' 3500 PSI REBAR YIELD STRENGTH 60000 PSI UNIT SOIL WEIGHT 110 PCF UNIT CONCRETE WEIGHT 150 PCF CONCRETE LOAD FACTOR 1.3 ANCHOR BOLT GRADE F1554 GRADE 105 ENGINEER RP /TMQ AXIAL LOAD 15,444 LBS OVERTURNING MOMENT 844,200 LB-FT SHEAR APPLIED 12,300 LBS SHEAR ALLOWABLE (12 BOLTS) 212,400 LBS ~RESISTING MOMENT 1,790,880 LB-FT FACTOR OF SAFETY AGAINST OVER TURNING 2.12 BOLT CIRCULAR DIAMETER 47.75 INCH NUMBER OF ANCHOR BOLTS 12 ANCHOR BOLT DIAMETER 1-1/2 INCH ANCHOR BOLT LENGTH 74 INCH ANCHOR BOLT PROJECTION 7.5 INCH ALLOWABLE SOIL PRESSURE 2000 PSF APPLIED SOIL PRESSURE 758 PSF PIER PROJECTION 0.5 INCH PIER DIAMETER 6 FEET PAD WIDTH 20 FEET PAD THICKNESS 2.5 FEET DEPTH TO BOTTOM OF PAD 5 FEET- 6 INCH CONCRETE VOLUME 40.7 CU. YD. CONCRETE fc' 3500 PSI REBAR YIELD STRENGTH 60000 PSI UNIT SOIL WEIGHT 110 PCF UNIT CONCRETE WEIGHT 150 PCF CONCRETE LOAD FACTOR 1.3 ANCHOR BOLT GRADE F1554 GRADE 105 '~RO/FCr BARBARA SHINN & DAVID PAGE RESIDENCE ENGINEERING CALCULATIONS SUMMARY 2000 OREGON ROAD, MATTITUCK, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK Ralph Pacifico, PE Barbara Shinn & David Page PO Box 1448 ~/ ~~ Sayville, NY 11782 m~ ~ t~ .' f'~ / ~ ~ /.~ 2000 Oregon Road Emaih engineerepacificoengineerir ~%~~n~ -- - Xff~ Madituok, NY 11952 No. Revision Date Phone No.: (631)988-0000 ~~~' ¢~JECr~ 120,00 FT :~,: -TOP FLANGE SECTION 1 92.08 FT SECTION 2 48.00 FT SECTION 3 18 SIDES SPLICE LENGTH MiN = 26,500" DESIGN = 30000" MAX = 32500" DESIGN LOADING DESIGN WiND LOAD PER ANSIFFIA/EIA-222-F- ~ 998 100 0 MPH BASIC WiND SPEED (FASTEST-MJLEI (075' RADIAL ICE LOAD) 1200 MPH BASIC WiND SPEED (3-SECOND GUST) (0 75" RADIAL ICE LOAD) EXPOSURE 'C' GUST RESPONSE FACTOR Gh-I 69 THIS POLE JS DESIGNED TO SUPPORT THE FOLLOWING LOADS: ELEVATION APPUTENANCE (ET} TOP 2000# LATERAL THRUST (ANY VELOCITY) , 1200#VERTICAL LOAD LINE SIZE (1)7/8 in SEE STRESS ANALYSIS FOR A COMPLETE LISTING OF ALL LOADS ON STRUCTURE STRUCTURE HAS BEEN DESIGNED TO DEFLECT NO MORE THAN 36" AT DESIGN WIND SPEED AND NO MORE THAN 21 6" AT 50 MPH BASIC WIND SPEED {FASTEST-MILE) DESIGN BASED ON STATIC LOADING ONLY DYNAMIC AND HARMONIC CONDITIONS HAVE NOT BEEN CONSIDERED AND ARE THE RESPONSIBILITY OF OTHERS NATUTP. AL FREQUENCY OF STRUCTURE = 0.61 HERTZ LATEP~L THRUST AND DEFLECTION CRITERIA PROVIDED BY BEBGEY WINDPOWER INC FOR USE AS A COMPONENT OF A 10kW TURBINE SYSTEM BECTION SCHEDULE HEIGHT DIAMETER (IN) WALL Fy WEIGHT THICK SEC. (fiT) BDT TOP CN) (KSI) (KIPS) I 30.42 20224 t2.000 02500 650 1.381 2 4800 31,865 18888 0.3125 65.0 4305 3 48.00 43000 30022 0,3750 650 8.048 FOR POLYGONAL POLES DIAMETER IS MEASURED ACROSS FLATS SPLICE LENGTH MIN. =42000" DESIGN = 47,000" POLE DESIGN APPROVAL DESIGN APPROVED BY: REPRESENTATIVE OFBERGEY W~DPOWER, MC, DATE: BASE PLATE 2.000" X 51.750" Round W/(12) 1500" DIA X 74" LONG ANCHOR BOLTS EQUALLY SPACED ON 47750" B.C I ,./ W/75"ANCHORBOLTPROJECTION · (NO GROUT REQUIRED} ~ G.L I MAXIMUM REACTIONS /~X I DOWNLOAD=I ~B3 K~PS SHEAR = 11 2 KiPS .~. Pacifico Engineering PC PO Box 1448, Sayville, NY 11782 631-988-0000 Wv,~ oac~ficoe hain eerinQ.c°m Ralph Pacifico, PE NYS License 066182 G_ ENERAL NOTES 1 RADtAN COMMUNICATION POLE DESIGNS CONFORM TO ANSIFFINElA-292-F UNLESS OTHERWISE SPECIFIED UNDER POLE DESIGN LOADING 2. THE DESIGN LOADING CRITERIA iNDICATED HAS BEEN PRDVIDED TO RADIAN THE DESIGN LOADING CRITERIA HAS BEEN ASSUMED TO BE BASED ON SITE-SPECIFIC DATA IN ACCORDANCE WITH ANSI~IA/EIA-222-F AND MUST BE VERIFIED BY OTHERS PRIOR TO INSTALLATION 3 POLE DESIGN CRITERIA MAS BEEN PROVIDED TO RADtAN FOR USE W~TN A WiND TURBINE SYSTEM DESIGNED BY OTHERS. RADIAN'S RESPONSIBILITY iS LIMITED TO THE PROPER MANUFACTURING OF THE POLE STRUCTURE IN ACCORDANCE WiTH THE DESIGN CRITERIA PROVIDED TO RADIAN RADIAN DOES NOT ACCEPT RESPONSIBiLiTY FOR THE PROPER OPERATION OR PERFORMANCE OF THE WIND TURBINE SYSTEM 4. TURBINE AND LINES LISTED IN POLE DESIGN LOADING TABLE ARE PROVIDED BY OTHERS UNLESS OTHERWISE SPECIFIED 5, POLE MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION SINCE ERECTION EQUIPMENT AND CONDITIONS ARE UNKNOWN DESIGN ASSUMES COMPETENT AND QUALIFIED PERSONNEL WiLL ERECT THE POLE, B. WORK SHALL BE IN ACCORDANCE WITH ANSOTINEIA-222-F, "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES" 7 FIELD CONNECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL BE ALLOWED 8 STRUCTURAL BOLTS SHALL CONFORM TO ASTM A-325, EXCEPT WHERE NOTED 9 A NUT LOCKING DEVICE SHALL BE PROVIDED FOR ALL STRUCTUP. AL BOLTS ON THE POLE ~,0 STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. IN ACCORDANCE WITH ANSIFFINEIA-222-F. 11 ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A "SNUGT[GHT" CONDITION AS DEFINED IN THE NOVEMBER 13, 1955, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" NO OTHER MINIMUM BOLT TENSION OR TORQUE VALUES ARE REQUIRED 12 PURCHASER SHALL VERIFY THE INSTALLATION IS IN CONFORMANCE W~TN LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHT~NG. 13 TOLERANCE ON POLE STEEL HEIGHT IS EQUAL TO PLUS 1% OR MINUS It2% 14. DESIGN ASSUMES THAT, AS A MINIMUM, MAINTENANCE AND iNSPECTION WILL BE PERFORMED OVER THE L~PE OF THE STRUCTURE IN ACCORDANCE WITH 15 DESIGN ASSUMES LEVEL GRADE AT POLE SITE 16 FOUNDATIONS SHALL BE DESIGNED TO SUPPORT THE REACTIONS SHOWN FOR THE ~ 18 POLE SHAFT CONFORMS TO ASTM A572 GRADE 65. POLE BASE PLATE AND TOP ~.~'~'~,,,.'~,~ ~,~ ~..~'~ PLATE STEEL CONFORMS TO ASTM A572 G~DE 50 WITH CHARPY IMPACT ~ ~/ ~ REQUIREMENTS. POLE ANCHOR BOLTS CONFORM TO ASTM F1554 G~DE 105. ~s~o~ ~:~ !" I ~"-~ ¢2o' ~APE~EO S~EEL POLE OES¢eN ~0~ ~, Paciflco Engineering PC Base Port Locations Elevation Orientation ___~. (degrees) 4 90,270 GENERAL NOTES .The orientation (degrees) indicated are based on a local axis system representing the relative orientation of anchor bolts within the designated bolt circle and DO NOT correspond to azimuths with respect to magnetic north. 2.Relative port or!entations with respect to the anchor bolts are indicated on the template drawing for reference only. Notches are placed on the template indicating the relative orientation of the ports installed at the 4 ft. elevation. 3.Install anchor bolts and templates with the notches in the direction specified by the owner for the ports at the 4 ft. elevation. 4.Verify orientation of anchor bolts with owner prior to placement of concrete. 5.Verify that the bolt circle and the number, size, and spacing of anchor bolts match the corresponding information provided on the design drawing or assembly drawing for the pole to be installed at the site ANB verify that the actual template received matches the dimensions shown on these drawings. DO NOT install anchor bolts without verification of this information. 6. Radian shall not be responsible for the improper placement of anchor bolts or for the installation of the improper set of anchor bolts and templates for the pole to be installed at the site. No · Revision Description Port Location 90° PO Box 1448, Sayvilte, NY 11782 631-988-0000 www. oacJflcoen~ineerin~.com B.C = 4775", ~ ~80~ Ralph Pacific, PE NYS Li~n~ ~182 '~ ~~ PL 0.50" x 53.75" DIA ~ ~ ~ ~ /Fy=38ksi / / [ 41.75' H~E ~ Po~ Location '~ ~ ~_-- ~ //~ 1.56 DIA HOLE (1 OF 12 0o PLAN VIEW P/N: TEM603109 THIS DRAWING IS THE PROPERTY OF RADIAN. IT IS NOT TO BE REPRODUCED, COPIED, OF? Tf~ACED tN WHOLE OR PART WITHOUT OUR WRITTEN CONSENT i PareetFie - 060-3109 REF:T4121564775 · Date · RevBy · CkdBy · AppdBy ANCHOR BOLT TEMPLATE tDWG'NO: TEM603109SHEET~OFf t REV WIND TURBINE ~YEAR WARRANTY AMERICA'S BEST SELLING RESIDENTIAL SYSTEM CERTIFIED bY CALIFORNIA ENERGY COMmISsiON SIMPLE DESign - 3 MOVING ParTs PAtENtED POWERFLEX~!; ROTOR SYSTEM AUTOFURL% AUTOMAtiC STORM PROTECTION DIrect-DRIVE PM ALTErnATOr NO SCHEDULED MAINTENANCE REQUIRED HEAVY-DUTY CONStrUCTION DESIGNED FOR 30+ YEARS POLYURETHANE AiRCRAFT-QUALItY Paint PROVEN. OVER 50 MILLION OPERATIONAL HOURS lhl l~n~gey BW6 Excel is a rugged and reliable m~d! wind turbine that has been proven in hundreds ol installations around lhe world, ti ;~,mos from the wodd's leading manutacturer of :~m~dl wind turbines and is backed by Ihe Iongesl ,.'..:~ranty ~n the industry Whether you want lo n:d JCe the electric bills al your home or power a J (:l Jt]( ~d load far trom the power grid. the BWC ~ x(:()[ will deliver years of 'wouy-ffee' power Excel S Grid-hlterhe Applicalior~s ExceI-R:BalteryChargingApplcat~ons 75kW) Ex,.el F'L Pumping Apphcatlons (10kW) 'i PERFORMANCE WINDPOWER Predicted Monthly Energy Production ~.~:,',~i~j;'"~'"'~ ~ ~Z ~ ! ~ : ,.~'~ ~ ,~. ~ ~'~ SIMPLICITY~ RELIABILITY' 200r PRIESTLEY AVE. NO'RI"4AN. OK 73069 T: 405--364--4212 F: 405-364-2078 NOTE: SEE POLE ASSEMBLY DI~,WING FOR FOUNDATION LAYOUT AND ANCIflOF~,GE EMBEDMENT DRAWING. ~ 2" DIA. 5CIflEDLILE 80 PVC CONDUIT ~ ~LO" ~ / 5TUB IN TIdE CENTER OF CONCh, RTE I 0'-0" CONCRETE VOLUME I 20'-0" - ~__ OVEl~ TURNING MOMENT i CENT~OID OF POLE ~ / / CONCRETE Pl~ 3' G" HIGH ~ PLAN VIEW ~ 2" DIA, SCHEDULE eO FVC CONDUIT ~¢TUB IN THE CENTE~ OF CONCRETE ~ ~NO. 5 CI~CULABTIE5 ON 3" f CFINISMED G~D~ LINE (26) NO. 8 VE~T. 6A~5 EQUALLY ~~ ~ ~ 5~ACEDONAGO"DIACIRCULA~CAG~ ~ ~ ~ ~ TOP ¢ 60TTOM (80 TOTAL) i 2 BAR DIAMETER (MIN) ~ ~ JOINT TO A FULL AMPLITUDE O~ I/2" E L EVATIO N VIEW ~,~: , 20 FEET TAPERED 5TE~L f 0 kW FOL~, NOTE: MINIMUM 3500 PSI CONCEETE ¢,rz~ BARBARA S~I~ ~ DAVID PA6[ RESIDENCE ~/~¢~ POLE MAT WlT~ ~iS~D PIlE FOUNDATION DETAILS 2~{~0 oR6eo~ ROA~. MATT~TUC~, TOW~ Or SOUTHOLB, SU~FOCK COU~W, N~W VOR~ ~0~ BERGEY WIND POWER Ralph Pacifico, PE /~¢~~ o,oo-,oo-o~-oo,.oo, PO BOX 1448 [~l / ~/~ * rbarashinn&DaviOPage Email; engineer~pacificoengineering.~X 7ffi Mattituck, NY 1J~52 NO. Revision Date