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Town of Southold Annex 54375 Main Road Southoid, New York 11971 CERTIFICATE OF OCCUPANCY 1/5/2012 No: 35379 Date: 1/5/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: WIND TURBINE 37325 Route 25, Peconic, Sec/Block/Lot: 85.-2-14 Filed Map No. Lot No. filed in this officed dated conforms substantially to the Application for Building Permit heretofore 4/6/2011 pursuant to which Building Permit No. 36654 dated 8/24/2011 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. The certificate is issued to Pindar Associates LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36654 12/12/11 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36654 Permission is hereby granted to: Pindar Associates LLC 591-A Bicycle Path Port Jefferson, NY 11776 moz construct a wind turbine as applied for. Date: 8/24/2011 At premises located at: 37325 Route 25 SCTM # 473889 Sec/Block/Lot # 85.-2-14 Pursuant to application dated To expire on 7/6/2013. Fees: 4/6/2011 and approved by the Building Inspector. FARM BUILDING ALTERATIONS CO - ACCESSORY BUILDING Total: $250.00 $5O.OO $300.00 Building Inspector Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY I 1971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, richert~town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Pindar Vineyard ~,ddress: 37645 Main Road City: Peconic St: NY Zip: 11958 9uilding Permit #: 36654 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Oreenlogic LicenseNo: 43858-me SITE DETAILS Office Use Only Residential ~] Indoor ~ Basement ~ Service Only [~ Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures R HID Fixtures Wall Fixtures I I Smoke Detectors Recessed Fixtures~ CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixture~ Time Clocks Exit Fixtures [~ TVSS Install 100kw wind turbine to include all required controls, bonding, grounding, and safety required equipment Notes: Inspector Signature: Date: Dec 12 2011 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 FO U.Oj,.No.Sls,PECTION ~_~[ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] ELECTRICAL (ROUGH) REMARKS: ~- /~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) (~CTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING/STRAPPING [~]~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) I ] ELECTRICAL (FINAL) REMARKS: ~ / DATE INSPECTOR OEartlt Sy___stems Global, Inc. 7981 lC Country Club Drive Bermuda Dunes, CA 92203 (760) 345-1588 (8OO) 924-7015 Fax (760) 345-7315 August 18, 2011 ESGI Job No: 30126-01 Pindar Winery 37645 Route 25 Peconic, NY 11958 Attention: Project: Mr. Alex Daianous Pindar Winery Wind Turbine Northwind 100 on 37M HH Tower Conic Bay, Suffolk County, New York Subject: Reference: Statement of Compliance of Plans to Building Code 1- Earth Systems Global lnc, 2010, "ESGI 5' Deep x 25' Dia. Spread Foundation, Northwind 100 on a 37M HH Tower Foundation Plan for Pindar Winery Wind Turbine, Conic Bay, New York", dated August 8, 2011. Earth Systems Global Inc. (ESGI) confirms that the above referenced plan has been completed in accordance with the 2010 Building Code of New York State (based on the 2006 International Building Code) and the ASCE 7-05 document. Furthermore, I certify that the referenced plan was prep~at..a~r my direct supervision and is in accordance with the loading and soil parameters provided by the lfyouhaveanyquestionspleasedonothesitatetocontactm~/~~..~~ .~ Respectfully submitted, ''~' EARTH SYSTEMS GLOBAL, INC. Shelton L. Stringer, PE President Expires 11-30-12 Date signed: 8/19/11 AUG 2 lo?w oF gOL TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY I 1971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Disapproved a/c Expiration APR -6 2011 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Builthng Plans Planning Board approval Check Septic Fom~ Flood Pemfit ~(~ APPLICATION FOR BUILDING PERMIT INSTRUCTIONS BLD6, DEI~.. This application T 0W Ns0f~ ~11~1 l~.cc ur at e plo t lan to scale. Fee according to schedule. Inspector with 4 location of lot and of buildings on premises, relationship to adjoining premises or public streets or ,treas, and waterways. 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. fi 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 construction of buddings, 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 regalations, and to admit authorized inspectors on premises and in building for necessary inspections. ,t . I It'. ' --~[S-ignature o¥ ~'~lica~or ~ame, if a corporation) State whether applicant is ~n~i-, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~ ~ ~ ~S. ~ (As on the tax roll or latest deed) If applic~t is a co~oration, signa~re of duly authorized officer ' ~Nme and title of co.orate officer) Builders License No. Plumbers License NO. Electricians License No. Other Trade's License No. 1. Location of land on which proposed w_ork will be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Block ~ Lot ~ Iq Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work I Re~tlll. 16B [(u,~, ~ I~et (Description) 4. Estimated Cost ~ J~2 [t/'~ ~ [' O0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units /JA- Nuxnber of dwelling units on each floor If garage, number of cars 6. ~f business, c~mmercia~ ~r mixed ~ccupancy~ specify nature and extent ~f each type ~f use~]~ ~4 ~ s~ ~ 7. Dimensions of existing structures, if any: Front Rear .Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height_ Number of Stories Dimensions of entire new construction: Front Rear .Depth Height Number of Stories 9. Sizeoflot: Front Rear .Depth ,I 0. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES / NO __ 13. Will lot be re-graded? YES. __ NO {~1 excess fill be removed from premises? YES NO 14. Names of Owner of premises 1. I f_ Address~Phone No. If ~l. "~q. ~Zf¥o Name of Architect ~J.dF Address Phone No Name of ContractorOF~O~.[ ~t'~ I f/n Address qgq ([l:tl..t.,'~ R~lH~hone 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 REQUIRED. b. ls 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) coumY [~ ~ .~_llOt ~1[ ~..~/f being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (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 true 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. Sworn to before me this, (.~ dayof Ndtary Public Signature of Applicant Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.¢.T~.~. THE FOLLOWING ACTIONS MAy REQUIRE THE SUBMISSION OF A ~ ~ ~}_ /~ 8TORM*WATE~ GRADING! DRAINAGE AND EROSION CONTROl, PLAN a~m~t 'sK,o~ umex Let CERTIFIED DY A DESIGN PROFE8810NAl, IN THE ~rATE OF NEW YORK. $COPE OF WORK - PROPOSED CONSTRUCL'ION ITI~N[# / WORKASSE$$MENT ] Yes No a. What is the Total Area of the Project PameLs? (Include Totsl ArER of ail Parcels located within I Will this Pro~ect Retain All Storm*Water Run*Off the Scope of Work for Proposed Co~slmctlon) Generated by a Two (2") Inch Rainfall on Site? b. What is the Total Area oi' Land Cleadng (S~F. I ,,~,.) (This item v, itl Include all nJmOff crERtsd by $ifa cleedng and/or construction achvities as well as all and/or Ground Diaiurbance for the proposed Site Improvements and the permanent c~eetJon of construe, ion activity? impervious surfaces.} ta.F.,,O.) 2 DoNs lhe Site Plan andlor Survey Show All Proposed PROVIDE BRIEF PRO. IEC~ DI~CIuI'L'JON ~,,~P.e~-~.,~ Drainage SblJcluras Indicating Size & LoERtjon?Thla · Item shallinclude all Proposed Grade Changes arid --I-I and sediment ~onlml pra~cea that will be used to ~- .... control site erosion and storm water discharges. '~ls Ovt VIh hi, rt/t~ tWl~-~Ah, .temmustbemaintelnedthro~JghouttheEnfim ~ -I.~ ' --! C~nstructlon Pafiod. 4 WIll this Project Require any Land Filling, Grading or Excavation where them is a changa to the Natural Existing Grade involving more thiUl 200 Cubic Yanis of Material within ;my Parcel? 5 Will this Application Require Land D!studfing AcflvifiER Encompassing an Area in Excess of Five Thousaha (5,000 S.F.) Square Feet of Ground Surface? 6 Is them a Natural Watsr Course Runrgng ffaraugh the Site? Is this Project v/dhin lhe Trastees jurisdiction General DEC SWPPP I~qulrem~nts: or within One Hundred (100') feet of a Wetland or ncJuding C~x.,slrucUon a~vitles Inv~ving ~ cist url~nces of la~S Ihan one ti) acre wbem One Hundred (100') of Horizontal D~?I~l required, p~t-cx~slns~t storm ',,,,alia' man--edt practices final v/ill be used arxi,br Removal of Vegetation and/or the Construct/on of any STATEOI~NEW¥OP,[, ~,,,,,-~ ~L-- COUNTY O~ ..~...'2...:..!....~...;..~...-~........ $$ That l · ~"&~::~["~'i~'~ ................................................. Owner md/or repre~emafive of the Oamr or Owner~, a~d i~ duly authori2ed to l:~rform or have performed the ~aid work and to make a~d file thi~ application; that all ~t~teme~ts contah~ed i~ thi~ application are true to the be~t ofhL~ lmowled~ a~d I~lief; and that the work will be performed in the m~au~er ~t fordl in fl~e applimtion filed here~dth. Sworn to Itel~ore me this; ' ~' "-r"~'"'lJ ~ ( .......................... ........................ ..... ............... . ....... - .l/ FORM - 06/10 Notary Public, State of New Yol~ No. 01-CA4894969 Qualified in Suffolk County.~_ I/.--- Commission Expires May 11, ~ '~ Town Hall Ann~ 54375 Main Road P.O. Box 1179 Soud~okl, {X~ 11971-0959 Telephone (631) 765-1802 mer. richert~,t~ (wn~Js} oTu~.n¥.us REQUESTED BY: Company Name: Name: License No.: BUH .I~IHG DF.,PAR{ TOWN OF SOUTHO{.~ APPMCAT{ON FOR ELF:CTR{CAL {NSPECTiON Date: Address: Phone No.: *Name: *Address: *Cross Street: *Phone No.: JOBSITE INFORMATION: (*Indicates required information) Permit No.: Tax Map District: 1000 Section: c~ .~-~- Block: ~L Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: ,Do you need a Temp Certificate: YES/(~ ,~)/NO Rough In Final Temp Information (If needed]/~ ' *Service Size: 1 Phase' ~Ph~ase~.,,/ 100 150 200 300 3~ *New Service: Re-connect Underground Number of Meters ChangeoI~~(~-'~--~ ^.d o.al P^ 82-Request for Inspection Form -.~ OEartlt Sy___stems Global, Inc. 7981 lC Country Club Drive August 18, 2011 Bermuda Dunes, CA 92203 (760) 345-1588 (800) 924-7015 Fax (760) 345-7315 ESGI Job No: 30126-01 Pindar Winery 37645 Route 25 Peconic, NY 11958 Attention: Project: Mr. Alex Daianous Pindar Winery Wind Turbine Northwind 100 on 37M HH Tower Conic Bay, Suffolk County, New York Reference: Statement of Compliance of Plans to Building Code 1- Earth Systems Global lnc, 2010, "ESG1 5' Deep x 25' Dia. Spread Foundation, Northwind 100 on a 37M HH Tower Foundation Plan for Pindar Winery Wind Turbine, Conic Bay, New York", dated August 8, 2011. Earth Systems Global Inc. (ESGI) confirms that the above referenced plan has been completed in accordance with the 2010 Building Code of New York State (based on the 2006 International Building Code) and the ASCE 7-05 document. Furthermore, I certify that the referenced plan was pre my direct supervision and is in accordance with the loading and soil parameters provided by the/~ ffyou have any questions please do not hesitate to contact m~. ~o~ Respectfully submitted, Shelton L. S~inger, PE President Expires 11-30-12 Date signed: 8/19/11 AUG 2 3 2011 BLDG DEPT. OF SOUTHOLi) TOWN CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATrER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is aR ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate doss not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER N,~MI:;CONTACT Brookhaven A~enc¥, Inc. Brookhaven Agency, Inc.ta, lr'PHONE.~ ~...(631) 941-4113 I r~c. No~: (631) 941-4405 P.O. BOX 850^r)nR;SS:~*MA~L brookhaven.agency@verizon.net 1150 Main Street "RODUCER East Setauket NY 11733 INSURERISi AFFORDING COVERAGE NNC # ~NSURED !N~U~R ^; Torus Specialty Insurance Co. Greenlogic, LLC INSURER S: Merchants Preferred Ins, Co. 425 County Road 39A, Suite 101 INSURER C: Utica National Southampton, NY 11968 iN~VR~R iD; INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR ADDL SUB[; POLICYEFF POLICYEXP I GENERAL LIABILITY EACH OCCURRENCE S 1,9g0,090 A ~- COM~ERC~ALGENER^LUAa~UTY X 50817Al10B 01131111 01131112 P.FMI~F~DAMAGETORENTEDIF~.~,.r~nc~I $50,000 I CLAIMS-MADE [] OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $1,000~IDO0 ~ CONTRACTUAL LIAB GENERALAGGREGATE ~2100g,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/DP AGG ~ 21000,900 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B ~- ANYAUTO X CAPI043565 06/1212011 0611212011 (Eaacctdent) $'I,UUU,UUU' ~' $ ~X UMBRELLALIAB ~ OCCUR EACHOCCURRENCE $2~000~g09 A EXCESSUA~I I CLAIMS-MADE X 50817A110A 01/31/11 01/31/12 AGGREGATE $2,000t000 ~- RETENTION $10,000 ~ C Installation Floater CPP 4182553 1/30/10 1/30111 $105,400 Ded $1,000 CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD BUILDING DEPARTMENT 53095 ROUTE 25 SOUTHOLD, NY 11971 Phone: I Fax: SHOULD ANY OF THE ABOVE DESCRIBED POMCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. © 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a. Legal Name & Address of Insured (Use street address only) Greenlogic, LLC 425 County Road 39A Suite 101 Southampton, NY 11968 Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up Policy) I b. Business Telephone Number of Insured (631)771-5152 lc. NYS Unemployment Insurance Employer Registration Number of Insured Id. Federal Employer Identification Number of Insured 2. Name and Address of the Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) Town of Southold Building Dept. 53095 Route 25 Southold, NY 11971 or Social Security Number 20-3801194 3a. Name of Insurance Carrier New Hampshire Insurance Co 3b. Policy Number of entity listed in box "la" WC1602420 3c. Policy effective period 08/11/2010 -8/I 1/2011 3d. The Proprietor, Partners or Executive Officers are [] included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "Y' insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under ltem 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as thc certificate holder in box "2". The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment q/premiums that cancel the policy or eliminate the insured ~fi-om the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "$c'; whichever i.v earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Approved by: Thomas P. Terry, CPCU (Print name of authorized representative or licensed agent of insurance carrier) (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: (631 ) 283-8000 Please Note: Only insurance carriers and their hcensed agents are authorized to issue Form C-105.2. Insurance brokem are NOT authorized to issue it. C- 105,2 (9-07) www.wcb.state.ny.us D~AINA®E (.ALE, ULATION5 OCCUPA_N(;Y OR USE IS UNLAWFUL WIll-lOUT CERTIFICATE OF OCCUPANCY ALL CONSTRUCTION SHAM. MEET THE REQUIREMENTS OF THE N.Y. STATE CoNETRUCTION & ENERGY CODEs. NOT REEPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS UNDERWRITERS CERTIFICATE REILL¥ Wind is the fastest growing source of renewable ~nergy in the world today. Increasingly, businesses, schools, hospitals, resorts, and towns are turning to community-scale turbines to power their facilities with cl.ean, affordable, domestic energy. As turbines are installed in these neighborhood settings, it is imperative that the critical questions are asked of turbine manufacturers to ensure that your wind turbine meets the most stringent certification and quality standards. Where Is Your Turbine Made? A turbine is an investment in your energy future. With a 20+ year design life, it is important to know who you will be doing business with for the life of your turbine. How long has the company been in business? Where are their turbines manufactured? Have their turbine products been tested . and proven in the field and undergone third party validation? Who do you call when you have concerns about the turbine at your site? Are they accessible around the clock? Northern Power Systems has over 35 years in the wind industry. Our American-made Northern Power ]00 turbines are manufactured at our ]]9,000 square foot Vfermont ~eadquarters, wnere we monitor our turbine fleet 24~7. We take pride in the fact that our engineers, pro~ouction team, salespeople, and customer service tean-ns work together in the same facility to deliver the highlest quality turbine in the community wind market to your ~site. We welcome customers to visit their turbine in process. Will you be next? ' Does Your Turbine Have a Digital Health Recorgl? Northern Power utilizes an advanced in-line t~st and manufacturing quality system that ensures tu~rbine components are tested at the subsystem leve~l throughout the manufacturing process, thus creating a dilgital health record for each turbine. Borrowed from the aerospace and defense industry, this advanced process ~control and tracking system allows Northern Power to) deliver the highest quality turbine on the market and Suplport each turbine with preventative maintenance and performance monitoring over its 20+ year lifetime. Northern POWER SYSTEMS 51 dBA Children Playing 49 dBA Bird Calls 48 dBA Quiet Library 'The Mountain View Grand Resort and Spa is an experience in tranquility, rejuvenationand family fun-Northern Power's quietly spinning blades are a peaceful addition to the scenic ~b~z~ ckdrop of our eco-frJendly resort.' RECTOR, MOUNTAIN VIEW GRAND RESORT & SPA The image of a quietly spinning turbine is a compelling one- and with the Northern Power® lO0 it's a certainty. The gearless design, advanced blades and harmonically engineered towers ail contribute to our impressively Iow apparent sound levels that help make a Northern, Power 100 a welcome addition in any neighborhood setting. What is the sound profile of a Northern Power 1007 To continue to meet Northern Power's demanding quality standards, our turbines have undergone the same rigorous third party testing to evaluate our sound metrics as they have for performance and safety certifications. These tests show that the Northern Power 100 has an apparent sound level of 55 dBA at 30 meters, which resembles normal conversation .or soft music. More important to note is that common neighborhood activities such as driving, mowing the lawn and operating many household appliances all have significantly higher dBA levels-making the Northern Power 100 a quiet turbine against the ambient backdrop of residential communities. In more urban locations, the turbine 'would operate undetected, except for the elegantly spinning blades, quietly powering a new, clean energy future. "= ~' ~ I"ll:ll-"l I'.g:l I~;I I~ll;ll:ll.lhl i: I~q~'--I I.dl.~ll~l I'dl:l I~ ,~1 MIIII:II-~II~I i ~:1~ q',~l I':lll .I,,,Idl~l I'1 I;:1 1.1 Northern POWER SYSTEMS Program Application Form 2010 I~cl~l~f~qt Infon tatJon{'~Vind Svstem'~ Rebate Calculation Alex McNear From: Sent: To: Subject: Dorsch, Patricia J. [pdorsch@service.lipower.org] Thursday, March 31,2011 10:10 AM Alex McNear RE: WIND TURBINE Rebate PINDAR vineyards Thanks Alex! I'll review it. From: Alex McNear Fmailto:alex~oreenlo~ic.coml Sent: Thursday, March 31, 2011 10:03 AM To: Dorsch, Patricia 3. Subject: WTND TURBINE Rebate PINDAR vineyards Pat, I've attached the Wind Turbine rebate application for our client Pindar Associates LL£ (vineyard in $outhold). Please review the attached documents and let me know if there is anything else you need to process this rebate. Thanks so much. Best, Alex McNear GreenLogic LLC 425 County Road 39A, Suite 101 Southampton, NY 11968 631-771-5152, ext, 107 GREENLOGIC' E N E R Y PURPOSE The purpose of this document is to provide a general description for the Northwind 100 wind turbine that is intended for public use. TURBINE ARCHITECTURE The Northwind 100 wind turbine incorporates technology that is often only found on much larger turbines. The Northwind 100 wind turbine has the following components: · Three bladed, stall controlled, upwind rotor w~th rigid hub · Direct drive permanent magnet synchronous generator · IGBT*based full power converter allowing variable speecl generator operation and compliance with the UL 1741 utility interconnection standard · Redundant rotor braking: dual mechanical brakes plus an electrodynamic brake · System cont~roller and power converter located in nacelle · Active yaw drive system with friction damping Steel tube monopole tower An exploded view of the Northwind 100 wind turbine is shown m Figure t. Northern Obstruction Light '~L (o~3tional) ~ Nacelle Cover Meteorolog,ca~ Instruments Net Mast Power Converter & System Controller Mainframe Yaw Assembly -- (below Mainframe~ Se~ice Platforr Tower Figure 1 Key Nortltwlnd t00 Turblnu Componant~ Blade Generator Rotor Hub Mechanical Brake (behind generator) MAJOR SYSTEM FUNCTIONS The ROTOR converts the aerodynamic energy in the wind to mechanical shaft torque. It also provides a lightning path from the blade tips to the main shaft. The GENERATOR converts the mechanical shaft power to electrical power at vadabte frequency, an(3 provides the reaction torque to the rotor. The POWER CONVERTER converts the variable frequency generator output to constant frequency for feeding into the grid. The SYSTEM CONTROLLER manages the normal operation of the wind turbine. The system controlle~ is integrated into the power converte~ cabinet. The SAFETY CHAIN is activated when the machine exceeds its normal operating limits, and takes the machine to a safe state The NACELLE performs several funCtions: · The mainframe subsystem carries the mechanical rotor loads to the yaw system · The yaw subsystem onents the machine into the wind and transfers mechanical loads to the tower. · The nacelle cover protects the intedor components (brake system converter, yaw drive) · The met mast collects wind data for turbine control and monitoring The TOWER holds the machine up high in the windstream and brings the mechanical loads to the foundation The TRANSFORMER converts the converter output voltage to gdd voltage. The FOUNDATION transmits the tower base loads to the earth, and provides a path (conduit) for the electrical service and contains features to accomplish system grounding. BLADES AND ROTOR The fixed-pitch fiberglass reinforced polyester (FRP} blades capture the wind and turn the rotor shaft. The blade has an advanced root design, which is suitable for Iow temperature operation. and integral lightning protection is provided. The rotor hub is a Y-shaped desigrl with an integral shaft mounting flange. Power limiting and control is achieved using an advanced stall control technology. In a stall controlled turbine, the captured power is a comolex function of the blade design, wind speed and rotor speed. The Northwind 100 regulates the generator speed through use of the power conver[er which results in the control of the rotor speed and thus the output power to the grid. GENERATOR The generator is an advanced permanent magnet generator with passive air-cooling via the exposed generator housing, The generator housing contains the bearing mounts for the generator mainshaft, which serves as the rotor mainshaff in this integrated design configuration. The generator includes an automatic beadng greasing system which allows for extended service intervals. When the greasing system requires service, it is readily performed from within the nacelle MAIN SHAFT BRAKE ASSEMBLY The Northwind 100 uses a main shaft braking system consisting of two caliper brakes which can be motor applied for normal braking and are fail safe in emergency conditions, The braking System is readily serviced from within the nacelle. In addition to Ihe two mechanical brakes, the turbine includes an electrodynamic brake that is incorporated into ~e power converter, The turbine may be stopped under any circumstance by using any two of the three brakes. MAINFRAME AND NACELLE The Northwind 100 mainframe is the main structural element of the tower top assembly, transmitting the rotor loads from the main shaft and bearings to the tower. The mainframe includes external service platforms for access to the rotor hub and blades. The nacelle housing s fabricated from fiberglass reinforced polyester (FRP). The nacelle is sized so that it can be sh~pped virtually assembled in a standard ISO container. The design includes an integral skylight window and a removable side hatch for access to the external service platforms. Mounted off of the side of the nacelle is the "met mast" which contains the meteorological instruments that measure the wind speed and yaw error. An optional obstruction light (FAA Light) is also mounted on the nacelle's top. YAW ASSEMBLY The Northwind 100 uses an active yaw drive system to odent the turbine into the wind, A gear motor mounted to the turbine bedplate drives against the integral bull gear and slew ring which is attached to the tower in order to yaw the turbine. A yaw error sensor mounted on the met mast provides the inout to the yaw control system, A proprietary friction system provides constant yaw friction to minimize Iow amplitude vibration of the nacelle, POWER CONVERTER AND CONTROLS ASSEMBLY The power converter assembly is located in the nacelle and includes the Northwind 100 System controller, the power converter and the electrodynamic brake systern, The system controller autonomously controls the turbine and has an Ethernet-based ~odbus-TCP interface for remote monitoring and supervisory control. The power converter interfaces the generator with the grid aha consists of an active rectifier an(~ inverter. The electrodynamic brake system uses the generator, power converter and an air-cooled resistive load bank. Control switches are present both on the power converter in the nacelle and on the electrical junction box at the tower base. These controls allow the turbine to be placed in a safe service state and include an emergency stop. The nacelle control switches also include manual yaw and brake controls. The Northwind 100 power converter uses an advanced IGBT-based technology to convert the varying output of the generator to the constant frequency and voltage required by the gdd. This conversion is performed in two steps. The first conversion changes Re generator's varying output to a dc voltage. The second conversion produces the constant frequency and amPlitUde for delivery to the grid. The turbine's grid output meets the IEEE 519 harmonic standard so no additional filtering is re(]uired. Because of this double conversion process, adding a Northwind 100 turbine to the grid is different than adding a traditional wind turbine in this power class because the power converter isolates the generator from the grid. Traditionally, wind turbines are directly-connected induction generators which require utility coordination due to their reactive current needs and large fault current characteristics. To the grid, the Northwind 100 appears as an inverter, with no reactive current requirements and a very small fault current characteristic. The Northwlr,,c1100 is designed to meet the UL 1741 grid interconnect[on standard and prasentJy is in the process of certification to this standard. The UL1741 certification is expected in the first quarter of 2009. Therefore. the Northwind 100 does not present the traditional intemonnection issues of other wind turbines. Because of its power converter interface, the Northwind 100 can be configured to supply reactive power to the grid, even at times when it is not generating real power. TOWER The standard Northwind 100 tower is a multi-sectior~, tapered tubular steel tower. Access is gained through a door located at the tower base. An electrical junction box that contains the power and control connection points: a fused. Iockable power disconnect and a basic control interface to secure the turbine for service is installed in the tower base. Access to the nacelle is provided by an internal ladder equippe(~ with a fall restraint system. FOUNDATION The foundation for the Northwind 100 typically fails into two broad categories: concrete pad or pile type. The foundation design is site specific because of soil conditions and other factors, The customer must provide a foundation design based on loads and key dimensions provided by Northern, TRANSFORMER One transformer per Northwind 100 is required for connecting the turbine with the utility system, The transformer is not supplied or installed by Northern. This transformer is used to metch the NWl O0 output voltage to the local utility voltage ano to manage the safety and power quality of the electrical interface. Power Curve: 2!-Meter Rotor Standard Air Density (L225 kg/m:~) I 0 14 9?3 Annual Energy Production*: 21-Meter Rotor Standard Air Density, Rayleigh Wind Speed Distribution Northern GEN~P*AL CONFIOUR'A:~ON Mobe~ Design Ufe 20 ,/ears DESCRIPTION Nor[hw~nd EC IfA t air aenslW L225 kglm~, average annual wind below 85 mis 50-yr peak gust below 595 ~UD He~gnt 37 m [121 ft) 130 m (98 It) CE: DRIVE TRAIN DESCR PTION BRAKING SYSTEM DESCR~P lION Normal Shutdown Brake Wind Professional Wind Resource Report Landowner: Pindar Vineyards Location: 37645 Main Road Peconic, NY InstaUer: GreenLogic Wind Resource Average Annual Wind Speed at 120ft (36.58 m) = 12.73 mph (5.69 m/s) Weibu[[ k = 1.99, Weibu[[ A = 6.42, Roughness = 0.03 m 3/21/2011 5:51:49 PM lOOft Wind Resource AAap Latitude = 41.03262% Longitude = -72.46864°, Elevation= 30,84ft (9 m) 18 16 1~ H \ ? 4 Wind Rose System Desciption and Energy Production Hub Height: 120 ft Turbine: NorthWind 100 (100 kW) Gross Energy Production at 12Oft: 174564 kWh - 237025 kWh TurbuLence Induced Losses Total System Losses Sector Roughness % Energy % TI %Loss of Tot. at Loss Estimated N 0.03 9.76 x 14,1 t.4 Turbulence Intet~ Loss 14.1~ NE 0.03 8.7 x 14.1 1.2 Availability Loss 2.0% E 0.03 6.84 x 14.1 1.0 Addttton~ Loss O~ SE 0.03 5.02 x 14.1 0.7 Total Loss(TL) 15.8% S 0.03 10.64 x 14.1 = 1.5 Maximum Loss' t8.~ SW 0.03 16,55 x 14.1 2.3 Minimum LOSS* 12.6% W 0.03 19.95 x 14.1 = 2.8 *Maximum and minimum range represents a 20% NW 0.03 22.54 x 14.1 3.2 uncertainty in estimating the above losses Total 14.1 Gross Energy x (1 - Total Loss) = Net Energy 174564 kWh x (1 - Maximum Loss) -- 141485 kWh -> Low Estimate 205606 kWh x (1 - Total Loss) = 173138 kwh -> Medium Estimate 237025 kwh x (1 - Minimum Loss) = 207082 kwh -> High Estimate Page I of 1 Sate[lite Image with Wind Rose Over[ay Each ring in the wind rose represents approximately 200ft on the Ooogle map LIPA Rebate Guidelines. S3.50 per kilowatt hour (kWh) for the first 16,000 kWh produced annualty.-$ .50 per kilowatt hour (kWh) thereafter up to a maximum of 175,7.00 kWh annually. *.Must be a commercial electric customer located in LIPA service territory.,Only new, grid connected, Wind Systems (on LIPA's approved equipment list) and current Public Service Commission type tested inverters are eligible for LIPA rebates..New equipment must be instaLLed according to manufacturer's specifications. Existing towers must have updated building permits or engineering drawings stamped by a New York State Licensed Professional Engineer..A system performance meter is required to measure the amount of energy production..Rebates are on a first-come, first-serve basis pending application pre-approvaL by LIPA. ** * Or 60% of total installed cost, whichever is less ** Maximum rebate allowed per application: $135,600 ~ The instaLLed costs are the cost of the Wind System to the customer minus any ~overnment ~rants or subsidies. 2 Maximum rebate allowed is $135,600. 3 LIPA does not provide tax advice. Customers should consult with their own tax advisor regardin~ the application of the Federal Tax Credit. Receving your LIPA Rebate Because LIPA's incentive is based on actual performance of your wind turbine at a specific location, all customers wilt be required to provide monthly energy output readings of their wind turbine's actual output for the first year of operation. LIPA's incentive pro,ram will be paid as follows: · Phase h 65% of incentive paid at installation · Phase I1: remaining 35% of incentive to be paid one (1) year after installation based on annual performance and output. Commercial Incentive Cost to Customer Annual Average Energy Savings System Size (kWh) 100 Annual Energy Savings 173138 Cost Per Watt $5.56 Price per Iffa~ 50.185 InstaLLed Cost $556,000.00 Estimated Annual Savings $32,031.00 F.~pec:tod k~ Out,ut 173138 Slflq~e Payba,c:k (y~) 9 Rebate Amount Fi~t t~,0~0 kwh ($3.50/ $56,000.00 kwh) 16,000 - 175,200 kWh max $78,569.00 (@$.50/kWh) Total. Output~al~led Rebate $134,569.00 60~ of the installed costs 5333,600.00 Cost After Rebate $421,431.00 NYS Tax Credit g.5~) n/a Federal Tax Credit 30~ $126,429.00 Final Net Cost to Customer $295,002.00 ,~.., IMPORTANT NOTICE AND DISCLAIMER: The wind map and wind rose were created by AWS Trueoower. LLC using the/~esoMao® system and historical , ~*s ~r~ weather data. Annual energy estimates were calculated using the Local wind resource, estimated toss factors, and a generic power curve. For more information on the program's methodology, please refer to the Held page. AW$ Truepower and LIPA do not guarantee the above estimates and are not responsible for the contents of this report. For applications requiring greater accuracy, the wind resource estimates should be confirmed by measurement. For more information on LIPA wind incentives, please refer to LIPA's webDa~e. Page 3 of 3 i qOTES: 1. TURBINES SHALL NOT BE CONSTRUCTED STORM RUNOFF CHANNELS. , q IN DEPRESSIONS OR NATURAL 2. OFF TURBINE PAD STORM RUNOFF WATERS SHALL BE DIRECTED AWAY FROM THE TURBINE PAD. ELECTRICAL TRENCHES SHALL NOT CHANNEL OR PIPE STORM RUNOFF WATERS TO TRANSFORMER OR TURBINE FOUNDATIONS. SEAL TOP OF PVC TUBES AROUND ANCHOR BOLTS WITH CAULKING OR SILICON TAPE TO PREVENT WATER FROM PVC TUBES AFTER TEMPLATE IS REMOVED FROM ATOP SILICON ENTERING FOUNDATION. THE QA/QC SPECIAL INSPECTOR SHALL VERIFY IN WRITING ON THE FOUNDATION CHECKLIST SOILS ENCOUNTERED IN THE FOUNDATION EXCAVATION AND PHOTOGRAPH. CHANGED SOIL CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEERS ATTENTION FOR RE-ANALYSIS. 6. GEOTECHNICAL INFORMATION FOR FOUNDATION DESIGN PINDAR WINERY WIND TURBINE GEOTECHNICAL REPORT 376&5 ROUTE 25 PECONIC BAY, NY DATED: JULY 22, 2011 BY: P.W. GROSSER CONSULTING PROJECT NO.: NONE ESGI SPREAD FOUNDATION ONE TURBINE PROJECT TURBINE LOCATION 37645 ROUTE 25 PECONIC BAY, NY PRESENTED IN: NOTE: BASE FLANGE DIMENSIONS PROVIDED IN NORTHERN POWER SYSTEMS DRAWING TITLE: WTGO02.01 BOLT RING, BASE, DATED: 08/26/09 DRAWING NO,: 1000152 REVISION: C ADDRESS: NOMINAL DIMENSIONS "MARK" VALUE (M) VAL~J.E~ FT) DESCRIPTION HUB HEIGHT Dr 21 ~6'9~'' DIAMETER OF ROTOR Oth 47.5 156 OVERALL TURBINE HEIGHT DESIGN CRITERIA V~ND EXTREME WIND LOADING PROVIDED BY TOWER AND TURBINE MANUFACTURER, Fx (HORIZONTAL LOAD) = 28,000 LBS Fz (VERtiCAL LOAD) = 45,600 LBS M (MAXIMUM MOMENT): 2,471,000 FT-LBS SEISMIC (DOES NOT GOVERN) 2009 INTERNATIONAL BUILDING CODE NOTE: ME TURBINE PURVEYOR (B.O,P, CONTRACTOR OR PROJECT OWNER) SHALL VERIFY THAT TURBINE MANUFACTURE CONCURS WITH LOADING TABULATED VALUES ABOVE AND NOTIFY THE ENBINEER, NOTE: LOADING PROVIDED IN NORTHERN POWER SYSTEMS NORTHWlND 100 STRUCTURAL LOADS AND HUB HEIGHT: 37M ROTOR DIAMETER: 21M DRAWING NO.: 1006225 REVISION: D REVISION DATE: 5 FEB 10 SHEET: 1 OF 2 37M TOWER GEOMETRY NOTE: WIND LOADS ARE GREATER THAN INTERNATIONAL BUILDING CODE. SEISMIC LOAD AS DETERMINED BY THE 2009 THIS FOUNDATION WAS DESIGNED FROM EXTREME AND MAXIMUM OPERATION AND FREQUENCIES AT THE BOTTOM OF THE TOWER PROVIDED BY THE TURBINE TOWER MANUFACTURER. 79811C COUNTRY CLUB DRIVE BERMUDA DUNES, CA 92203 Global, Inc. P.ONE, 76o> FAX: (760) 345-7315 WEB: www.ear~hsys.com TUBULAR 'ESGI' SPREAD CONFIDENTIALITY STATEMENT THE ABOVE DRAWINGS AND CALCULATIONS AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF EARTH SYS~MS GLOBAL, INC. AND NO PART THEREOF SHALL BE COPIED, DISCUSSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF EAR~]-I SYSTEMS GLOBAL, INC. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RESPONSIBILITY STATEMENT CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. (¢ %-') ROTATIONAL STIFFNESS = 2.5 GN-M/RAD MINIMUM EARTH SYSTEMS GLOBAL, INC. PLOT INFORMATION: ISSUED FOR CONS]~UCflON 08/10/11 Systems OUND^ ON E art h GEOTECHNIOAL ENGINEERING WIRE, SOLAR & GEOTHERMAL CONSTRBCTION TESTING Engineering For The Future ~EOLOOY SPREAD FOUNDATION FOUNDATION FOR WIND TURBINE SCALE: NONE NORTHWlND WIND TURBINE ON 37 METER HUB 100 GENERATOR A HEIGHT TOWER DRAWING INDEX SHEET NUMBER DRAWING TITLE REVISION S-1 TITLE SHEET & DRAWING INDEX 0 S-2 ASSEMBLY VIEW 0 S-3 FOUNDATION PLAN & SECTION 0 S-4 EMBEDMENT RING, TEMPLATE RING, & FABRICATION DETAILS 0 NOTE: REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR COMMUNICATION AND GROUNDING LAYOUT. EXP,: 11/50/2012 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR wI'rH(CIT CERTIF PROPRIETARY WARNING. OF~r ,~,r¥" ,,'°^~,t ,,,..'~"/ A~"PROVED AS NOTED NOTIFY BUILDING DEPAR~ENT 765-1802 8 AM TO 4 PM FOR Th~ APPRO~D FOR CONSTRUC~ON FQLLOW*NG INSPECTIONS' ~ 1 FOUNDATION- ~0 REQUIRED FOR POURED CONCRETE SHELDON L S~I~R ~ DATE 4 F kAL 60k~n ELECTRICAL THIS SET NO. ASSIGNED TO: INSPECTION REQUI STRIN( 87639 ii il" DATE ND LOADS ISSUED FOR CONSTRUCTION 08/10/11 APPROVED FoR'~C~O'I~BTRUCTION REV: 0 'AND 25' DIA. SPREAD FOUNDATION COPYRIGHT (~ 2011 W/OPTIONAL OCTAGON ADDITION .,N~A. ~.~.~ TI T LE S H E ET A: D R A WI N G IN D E X BY ~ARTN SYSTEMS GLOBAL, IRC. RgVISION PREPARED FOR DESCFRIPTION: ~&H JOB NO.' 11-112 BA~:08/10/11 .,~.~ .~.o,,~,o. "~ GREENLOGIC ENERGY, LLC ESGI 5' DEEP X 25' DIA. SPREAD FOUNDATION ~,~,,OD,O.: --- ESGr SHEET NO.: SCAZ:AS SHOWN ::7:::_ - -7 425 COUNTY RO.AD 39A, SUITE 101 NORTHWIND 100 ON A 37M HH TOWER FOUNDATION PLAN 8-1 -: ........... - ....... ----- SOUTHAMPTON, NY 11968 FOR ~ 9,~D DRAWNBY: jK TELEPHONE: 631-771-5152 PINDAR WINERY WIND TURBINE ^PPROVm SLS__ - .... ....... www.greenlogic.com CONIC BAY, NEW YORK R~V,B,oRL~O~"SERO:No.: 87659 6E~iERAL FOUNDATION NOTES' SPECIAL INSPECTION NOTES: 1 ONTR^CTOR SHA ' AD, UST. ENTS FOR ROCK OR GROU.OWATER F ENCOU.TERED, .AY BE RBQU REB AB } LL VERIFY ALL ~MENSIONS PRIOR TO STARTING WORK DISCREPANCIES IN THE 1 THE ENGINEER OR HIS REPRESENTATIVE SHALL VERIFY THAT THE SO~L CONDITIONS MEET THE MINIMUM :.-L,:~:~¢~% ~THS$%~?~,ONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE REQUIREMENT, , . DIRECTED BY ~E ENGINEER. RECOMMENDED CONSTRUCTION SEQUENCE: 9 ? 0~ SHALL CONFORM TO THE FOLLOWING' 2 CONCRETE SHALL BE BROUGHT UP UNIFORMLY AND VIBRATED IN ACCORDANCE WITH NOTE 5 OF OENERAL 1. EXCAVATE FOUNDATION HOLE BY TRACK EXCAVATOR. EXCAVATION HOLE MUST BE A 'X AGGREGATE USA ASTM C 35 MAXIMUM 1 INCH AGGREGATE SAMPLES SHALL BE OCCASIONALLY TAKEN FROM CONCRETE P .: .;' ' - NSPECTORS OPTION FOR STRENGTH COMPARISON WITH LOWER SLUMP CONCRETE POURS SLUMPS 2. POUR LEVELING SLAB AND ENCASE CONDU~TS ~N CONCRETE {%::? ................ GREATER THAN SPECIFIED MAY BE CAUSE FOR CONCRETE TESTING REJECTION. MAXIMUM TIME IN TRUCK IS ~ STRUCTURAL STEEL: USA - ALU am bUH~U~ 90 MINUTES OR 500 REVOLU~ONS DRUM SHALL BE TURNED A M N MUM OF 50 REVOLUTONS AFTER ~ %% ~ ':'i;~ ADDING WATER ' %%~ 5. PLACE LOWER BOLT MAT. q ') CEMENT' USA - ASTM C-150 · , .......................................... OR EACH COMPLETE FOUNDATON ~%~ 4 ASSEMBLE TOWER BOLT CAGE WITH TEMPLATE OU TS IDE EXCAVATION. ~??~ REINFORCING STEEL: USA - ASTM A-615 (WITH MODIFICATIONS AS NOTED) 5 AA~T%$~%yLi%S~RiU%~LLL B~b%,T ik%%~R%~}~E~'~RirNG AND TESTING OF TEST OYLIND'ERS, ~ ';7~> ~u*~U~TION AND ACCEPTANCE OF CONCRETE SHALL CONFORM TO ACl 518 SECTION 56 .%%%% ~ 5. LOWER DOLT CAGE CENTERED INTO EXCAVATION, LEVEL, AND SECURE. 5; ;~EMENT[TIOUS MATERIAL RECOMMENDATIONSS 8 DAYS M NIMUM 6 5 SACK OF CEMENT, WATER ~ ~ ' ' :;' A. STRUCTURAL CONCRETE - M N. 5,000 P I AT 2 , · ,: CEMENT RATIO OF 050 + AND A 5 NOH MAX SLUMP 4. CERTIFICA~ON OF BOLT STRENGTHS AND REINFORCEMENT GRADE ALONG WITH MLL CERTFCATONS AND ~ 6 INSTALL PERIMETER eM ;~)B FIRST CONCRE~ PO~R ~MSN. 2,000 PSI AT ~8 BAYS, MINIMUM 5 SACKS OF CEMENT, WATER HEAT NUMBERS SHALL BE PROVIDED BY THE CONTRACTOR FOR THE ENGINEER FOR ALL STEEL. ~ ' P' ~. ' CEMENT RATIO OF 0.50 % AND 5 INCH MAX. SLUMP. 7 PLACE AND SECURE RADIAL REBAR STIRRUPS HOOPS AND TOP BOLT MAT "¢~'~ A T ER CEMENT RATIO OF 1.6 ~AND A 8 INCH MAX, SLUMP, COST TO THE O~ER. ~%%~ 8. P OUR STRUCTURAL CONCRETE AND FINISH 4 t*~T~P P~nUCERS AIR ENTRAINMENT, AND PLASTICIZERS ARE ACCEPTABLE FLY ASH IS TO BE 6 ALL FRAMEWORK AND BOLT TEMPLATES SHALL BE DESIGNED TO HOLD THE FOUNDATION COMPONENTS : :XS~'~ERE ~EASONABLE THE CEMENTITIOUS MATERIAL MIX DESIGN SHALL BE DEVELOPED AND RIGIDL%~o~>~.D~ r~O~M~.~?~,~CRETE' OR DURING TRANSPORTATION OF THE BOLT ASSEMBLY (~%%~ 9. R~?~Q~L¢~N~LYA~L~U~N~k~I¢%~E POUR.wiTH A RESETMiNiMuMTEMPLATEoF 5,000AT 2~' 'PRESENTED TO THE ENGINEER FOR APPROVAL ALONG WITH TEST RESULTS INDICATNG REQUIRED FROM ................. u mb bXUAVA~U~ ~) PSI CHED .v PR OR TO BEG NN NG TOWER ERECTION. ..-:~STRENG~S ~NDICATED ABOVE HAVE BEEN REA . ~ '~PMA//Y CEMENT SHALL BE TYPE PORTLAND CEMENT IN ACCORDANCE WITH ASTM - , SHOWN ON SHOP DRAWING PR 10. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH SAFETY STANDARDS OF ~EL~'~TION SHALL BE DETERMINED BY CONCENTRATIONS OF SOIL BORNE SALTS PRESENTED REVIEW AND APPROVAL. THE INDUSTRY. BY THE SOILS REPORT. 8. A FINAL REPORT MAY BE SUBMITTED BY THE ENGINEER PRESENTING ALL TEST RESULTS, FOUNDATION 5. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH AC 5 8-2005 CHAPTER 5 (USA);. ALL CHECKLISTS FIELD REPORTS, AND ANY SUBSTANTIAL DEVIATIONS FROM THE PLAN. THE FOUNDATION CONCRETE SHALL BE VIBRATED W~TH MINIMUM 2 INCH (50 mm) VIBRATORS ~N O00D WORKING ORDER. CHECKLIST SHALL BE KEPT FOR EACH FOUNDATION BY THE ENGINEER'S REPRESENTATIVE. 6. ALL CONCRETE SHALL BE PROTECTED FROM FREEZING FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT, 9. ALL CO~S~UC~ON WORK SHALL BE DOCUMENTED ON AS BUILT PLANS AND FOUNDATIONANDCHECKLISTS. DIGITAL PHOTOGRAPHS SHALL BE TAKEN OF THE EXCAVATION AND STEEL PLACEMENT MODIFICATIONS 7, THE CONCRETE MIX DESIGN SHALL BE REVIEWED BY THE ENGINEER. OR DEVIATIONS FROM THESE PLANS. 8, THE CONTRACTOR SHALL POST A JOB CARD (MOISTURE PROTECTED) AT EACH FOUNDATION.o NOis 10. ALL CONSTRUCTION WORK SHALL BE CLOSELY OBSER~VED BY A QUALIFIED THIRD PARTY INSPECTOR ~ CONCRETE OR SLURRY SHALL BE PLACED WI~OUT JOB CARD SIGNOFF BY THE ENGINEER R H PROVIDED BY OR APPROVED BY THE ENGINEER, REPRESENTATIVE, THE APPROVAL SHALL INDICA~ THAT ALL DIMENSIONS AND REINFORCING STEEL OLES SHALL HAVE LMTS ARE IN SUBSTANTIAL CONFORMANCE WITH THE PLANS. THE E~?NEERS REPRESENTATIVE SHALL BE 11. BOLTS SHALL HAVE SHAFT LIMITS (CLASS LCI) OF 0.004 iNCH (~10 mm) AND H ~ PRESENT DURING PLACEMENT OF THE CONCRETE ¢, .~ (CLASS kCl) OF 0005 INCH (0125 mm) N ACCORBANCE¢~T~:,,&MERCAN NA~ONAL STANDARDS INSTITUTE ~ // - ~"~ ~ ' ~,' ~:~ ' ' ~C )) ~ /~ ~' -D (ANSI) ~--% 0 ~ g. REINFORCEMENT SHALL BE SUPPOR~D TO OBTAIN DAR PE~T AND SPACING AS INDICATED ON ' ~ ~ ¢~ %~ ~ TEMPLAF BOTTOM RING THE PLANS. SEE AC MANUAL OF CONCRETE[~LPRACTICE L*"ZZ~ p~' ~' 12. THEA PRECONTRACTOR'coNSTRUCT~oNOWNER'coNFERENcE.AND LNG NEER OR ~:~'~ S REPRESF~E~.,E];~. ' MAY MEET PRIOR TO CONSTRUCTION FOR ~--~ //~/~ ~% ~%~/~ (ByW/1/80~ERs)BEVELED EDOE 10. THE LOCATION OF ANY CONSTRUCTION JOINTS~.~ BE ~P~R~ED BY THE ENGINEER. (o) ~E PLANS SHALL BE REVILED AND AN .~I~ED C~-EI~T KEPT ALONG WITH COMMENTS NOTED. / , / ' ~ 11. MINIMUM CONCRETE COVER FOR REINFORCING ~HALL BE ~OHES (75 mm)FOR~ONC~.E ~bc} ;~ ;~%I~N~H~R~E~V~E~¢~;~N MET~S AND PROCEDURES ALONG W,THA ~ ~' ~ , ~ EOT CONTACT WITH EARTH AND 2 iNCHES (50 ) FOR CONCRETE EXPuSED /u m I PLACED IN D~R . ~ . CRITICAL PATH CONSTRUCTION SCHEDULEZ~, ~ ELEMENTS AND 3 INCHES (75 mm)FROM ,N~E~.~ OU~¢ r~.' ' ¢ ' XL~ / ~/ eV.T.., ..AT~;' a.n a.l~f~';%N' .... *FF CONDUIT SCHEDULE SHEET 5 15 SLURRY TEST RESULTS (BEFORE OONSTRUOTJO~I¢"BEG"S)~,~L~ACK'""' "SLURRY SHALL BE PRO'BED, ~ ~'~ ~ 15 TRENCHES FOR OROUNDNG AND SECONDARY ELECtriCAL ~O~ SHALL BE 5 SACK SAND CEMENT RIALS BY SUPPLERS FL~F[ ~ ~ ' ~u ::'~ MATE : ~.,:JZ_LJ s~u,,~ aACKF~UL ~._ I I ANCHOR BOUTS TO B~ PAC~A~[D ~NTO O~OUP~ =O OR~Z 8eNTRACTOR'S OPTION. 14 ALL MISCELLANEOUS ~ETAL WORK SHALL BE ~.36,, ]FLA~-eU~,IS O.K. IF APPROVED BY TH I ~. 4 ' F.n,.FF. ~ ~*' ~* 2. ANCHOR BOLTS TO BE FITTED Wl~ PVC SLEE~E~?'~*VC ~B'~ FOR ANCHOR BOLTS SHALL CONFORM TO / .......... ¢~.¢~.~% ~' "¢~ ASTM A1784, TYPE 1 MANUFACTURED ASTMD~'~DR21X~Hf~(~ESS, / THIS PLAN NOT VALD WTHOUT AN AOCOMPA~:~OILS REPORT APPROVED BY THE ENGINEER. ~Z'L.::, . NS N ID FELD ASSEMBLY / ' ¢~%'] ¢~]x~* 3 EMBEDMENT RINGS MAY BE SPLCED TO FACILI¢~D~IPPI~G/4~:~EOME T A B RAP I / 16. ALL EXTERIOR BACKFLL TO FACILITATE POSITI~¢NAG~(~ FROM THE FOUNDATION SHALL BE ' INTO CONTINUOUS RING FOR PLACEMENT INSI~E.f. OO:~:~ER C~p~/,Z~' SHOP DRAWING OF SPLICE PLA~ SHALL / C ED TO 95% ASTM D-898 OUTSIDE SLURRY AND SHALL CONSIST OF CLEAN MATERIAL, BE PROVDED TO ~E ENGINEER BY SUPPUE~ cAPPR~M~;:.IB THE SPLICE PLATE PROPOSED DOES NOT / COMPA T ( ) 'm ' ~'* ' M) IN DIAMETER FROM IN~RIOR BACKFILL COMPACT ON[,Z~G AS APPROVED BY THE ENGINEER, '. 3 / ~ ............ ¢~ ¢MABT e = ',R THE COST OF COMPACTION TESTING 4. THE TOP · BOTTOM OF THE CMP SHALL BE QUTPT~IFOR~ ~IPL~NE NOT VARYING MORE THAN 2 INCHES SHALL BE PERFORMED BY AN ACCEPTABLE E NIC ~ ' ' ~'" 0 CHES SHALL BE PAD FOR BY THE CONTRAOTO,/0%~ 1 ........I{~o mm; MORE OR LESS FROM LEVEL:THL~'?¢~?~ ~&;~;~b~ ~.NOT VARY M RE THAN 5 iN .. E:::~-~.~ ~ (75 mm) MORE OR LESS FROM THE LbNG,n ~E~I,.]~ ~:u,~&-~ ........ ' 17. POSITIVE DRAINAGE SHALL BE PROVIDED AWA :.~1 FOUr.IONS AT A MIN. 5% SLOPE IN ALL ,%s7~: ~" b., . ~6 REBAR HOOPS ~o' SEGMENTS DIRECTIONS FOR AT LEAST 10 FEET. NO pS~NG,t*F W~,~L~LOWED ON ~RBINE BUILDING PAD. 5. BOLT HOLE TOLERANCES FOR THE TEMPLATE *,T~BED~¢~GS FROM SPEOIF,ED DIMENSIONS SHOWN ~[NS~$~%?Al%N~NG~E;~i~ , 18. NO WELDING OF REINFORCEMENT STEEL OR A~E~"OLT~;U.~SS APPROVED BY THE ENGINEER. (a) BOLT CIRCLE DIAMETERS WITHIN 1/16 ,NCH~¢-8,-am) ~2~R LESS. LENGTH WITHIN 1 INCH ;~%~T~ ~F, ,::':~_ C-.¢ (b) SPACING BETWEEN BOLT HOLES 1/52 INCHr~:~Rm) ~.~E OR LESS - 1/16 INCH MORE OR LESS 19. LOOSE MATERIAL SHALL BE REMOVED AND/OR~:~LIDA~F~R ENGINEER O~I~.RE~R~%A~VES ACCUMULATIVE. ¢~ ~"/~g~ REFERENCED GEO~CHNICAL REPORT ON SHEET S-~ E~A~ON SHALL BE CLEAN AND FREE FROM ( ) / ~"-~'~ ~ ~ 6 RNG THICKNESS SHALL NOT VARY MORE THAN~2/m~$ ( ) . , ....... TO PLACEMENT OF STEEL. ¢~_ =)) ,~ ; ~;; %¢~ E": ..~ / CORRUGATED METAL PIPE 12 GAUGE CONSIDERED BY THIS FOUNDATON DESIGN ~,~-~GINE~Z~pL BE NOTIFIED OF ANY SUBSTANTIAL ~%%R/~ SUPPORTED ON SHIM PACKS, ~}:~"";~ ~ ~,21 ROC~ CAVITIES ENCOUNTERED AND MEDATIN~T~NS ~¢~K~..,''¢ iL.~LJI~ ~ ¢ ~EBGE OF EXCAVATION 2~. ONLY APPROVED PLANS WET STAM~E~,_? ~.E.~LE~E~,~E.A?~%~T~"?~},N ..~. a u ;~ ~¢~u ' ENG,NEER PLAS~C CAPS SHALL BE PACKED WITH GRE~[~}~:T~ TOUR INSTALLER) ¢ ' ' ' " ' ' ' ' ' ' ' ' ' ' MOST RECENT APPROVED PLANS ADDENDA, AND REVISI(NS,~ITE FOR CONSTRUCTION, 9 NUTS SHALL BE HEAVY HEX NUTS CONFORM ,G TO AS~IA~a~J4RAeE 2H PLA N FN SH OR ASTM A565 XX% ,,. ,: ,. , ,' -' ',.' , ...' ." · ,r ~ '/ ; , '' - h(<~ ~ '""'~J ERFORMANCE ' GRADE DH, PLAIN FINISH. NUTS TOP AND BOSOM OF E~C~LT WILL PREVENT THE PVC SLEEVE FROM { ', .. '. -, '~ .' , .": .' , 2 . ' .~ ,' ,.". '.~' '.",, '., · '-,, .L-..', , ' .'(~¢ ~-~ ~ ~,; 22. GROUT SHALL BE FIVE STAR PRODUCTS, INC. FIVE STAR ~lD GROUT~O~_~I~ ............ q/nD 0 T T E REMANNG NUT FOR EACH ANCHOR BOLT SHALL BE PACKAGED IN SEPARATE ~% _. /. ,~, ..,-...... , ,,,, r, ¢, , ; ~ ,., , , ~ PRECiSiON N N H ................ 7..~, CONTANERS (KEGS) LABELED HEAVY HEX NUTS AND THE NUMBER OF NUTS CONTAINED. ONE PERCENT ~ .. · · :" , ,,, ' , , ', ,' , . ,~, · .- . COMPRESSVE STRENGTH, ASTM C 942 (C109 RESTRAINED): N,../ ...................... L,~u. ~ ~ .... ,' ' ' ~,., ~ ~.,~ ... - , .' ' .' :' .~ ,; :~ ~ . : ~' ~¢~/; D Y 5 8~l~T~al 3,5~?~lU~2~) 0 HARDENED WASHERS SHALL CONFORM TO ASTM F456 PLAN F N SH. ONE PERCENT (1~) EXTRA WASHERS ' X~k~~ ~~ ~ '{~ 7 DAY 8.000 PSI (55.2 MPa) 6,500 PSI ?4.9 ~a~ 11 THE CONTRACTOR SHALL BE RESPQNSBLE FOR SECURING IN PLACE THE EMBEOMENT RING TO PREVENT , ~~~ ! 28 DAY 10,000 PSI (69.0 MP~) ' ( ) MO~MENT DURING CONCRETE POUR. THE CONTRA,CTOR MAY USE THE CENTERING SHOES, REBAR, DORIES, ~ k~%%%%%~~ ~ ~ ~ ~ ~ 6" / ~ = ..... All k*AklI[DAPTIIPCq IN~T~H~TI~NR OR EQUAL IF THE CONTRACTOR DEMONSTRATES TO THE SATISFACTION OF THE QA/QC INSPECTOR THE k%%%%%%~~~ ~ L STI~'~" ~ .......... 5 ANCHOR BOLTS SHALL BE ASTM A-615 GR 75 STEEL BOLTS OR EQUAL WITH COLD ROLLED THREADS AXXNN%~~~~~ ~ E"B~D~NT RING ~ ~ ~?I~L~ .T~E · _,(2 000 PSI . 28 DAYS)_ 24. CONCRETE SHALL BE PLACED PER ENGINEER S DIRECTION OR HIS REPRESENTATIVE. IN A 26. CONCRETE CURING COMPOUND SHALL CONFORM TO ACI 308-4.2.3.1 THE CONCRETE CURING __ A444 (YS= 50 KSI) SPECIFICATION. CMP TO BE GALVANIZED FOR CORROSION PROTECTION. ~ ,~~~ /,~o~ ~ COMPOUND SHALL BE APPLIED IN TWO COATS, CONTRACTOR SHALL PROVIDE THE ENGINEER A COPY ' ~¢~~~~~ - . ~'~7' T~M~iT~~_..~L DIRECT CONCRETE BETWEEN CMPS, SLURRY MAYBE A (AASHTO DESIGNATION: T 249-(CURRENT STANDARD)), ~~~~~ PROPRIETARY WARNING ~ U 1 (INCH)= 25.4 mm , ~[~.Y?~5~01~763g ~o. FIN~SHEU aBOUT TO ~E SP~AYED WiTH AN APPROVED WATERPROOF S~.~.~A~T~ ~,~,~ ~ ~ FOOT) = o.~o~ ~ . . " / / 0 OU. AT O. %o', 0 W/OPTIONAL OCTAGON ADDITION PINDA. W N .Y A S SEM B LY V l EW SYSTEME GLOBAL,INC. EaCh ys'ems ___ .... ' GREENLOGIC ENERGY, LLC ESGI 5 DEEP X 25 DIA. SPREAD FOUNDATION - ...... 3 TO E FOU 0 e ure v S PIN%i I "Eld" INSIDE RING DIA.- (SEE TABLE ON S-4) "EOd" OUTSIDE RiNG DIA.~ (SEE TABLE ON S-4) ~::::: ::~Sd" OUTSIDE TOWER BOLT DIA,~ ~::R ~ (SEE TABLE ON S-A) (BEE DETAIL ON S-4) (SEE CHART THIS SHEET) "TYPE A (SEE CHART THIS SHEET) I / (SEE CHART THIS SHEET) SPACED 12' ON CENTER BETWEEN 22' DIA, AND 6,42' DIA, TOP TOTAL OF 9 BOTTOM TOTAL OF § L TOWER DETAIL DRAINAGE #6 REBAR HOOPS 20' SEGMENTS EVENLY- SPACED 12" ON CENTER BETWEEN 22' DIA AND 6,42' DIA, TOP TOTAL OF 9 BOSOM TOTAL OF 9 5,000 PSI COMPACIED BACKFILL SEE SHEET , q NOTE: REFER TO ELECTRICAL FOR COMMUNICATION AND ENGINEER'S DRAWINGS GROUNDING LAYOUT. DETAIL EARTH SYSTEMS GLOBAL, lNG. PLOT INFORMATION: ISSUED FOR CONSTRUCTION 0B/10/11 Earth ;ms Global, Inc. Engineering For The Future 79811C COUNTRY CLUB DRIVE BERMUDA DUNES, CA 92203 PHONE: (760) 345-1588 FAX: (760) 345-7315 WEB: www.earthsys.com DETAIL PVC P~PE LAYOUT 4" ELECIRICAL 2" COMMUNICATION PVC - 2" PVC BRAIN SECTI ON FOUNDA~ON NOT TO SCALE DATE: 08/10/11 FOUNDATION ENGINEERING GEOTECHNICAL ENGINEERING SCALE: AS SHOWN WIND, SOLAR & GEOTHERMAL DRAWN BY: CONSTRUCllON TESTING JK GEOLOGY APPROVED: SL$ N / / (SEE CHART THIS SHEET) ~OPTIONAL 25' OCTAGON SEE DETAIL 9 (SEE SHEET 4) FOR ADDITIONAL #4 REBAR FOR CORNERS AD)DITIONAL #4 REBAR FOR CORNERS SELE DETAIL 9 (SEE SHEET 4) TO)TAL OF 32 RADIAL STEEL EXTENSIONS FO]UR (4) PER OCTAGON CORNER 9.33' ~- "TYPE A" ~8 REBAR TYPE A = 16.5 LF TYPE B = 16.5 LF //~"TYPE B" 10.00' 7.33' 4, ~-- "TYPE C" ¢/8 REBAR TYPE C = 14.5 LF TYPE D = 14.5 LF ,8.00' /~ ~-"TYPE A AND C" "TYPE E" "TYPE B AND D" -4, 10" ,~ ¢/6 RE,AR STIRRUP 10' COMPACTED BACKFILL FOR POSITIVE DRAINAGE AROUND TURBINE BUILDING PAD COMPACTED BACKFILL, 100 PSI SAND/CEMENT SLURRY, OR ALTERNATIVE MATERIAL APPROVED BY THE ENGINEER DETAIL DRAINAGE FROM FOUNDATION DETAIL GROUT TROUGH DETAIL ELECTRICAL PVC ISEE ELECTRICAL DRAWlNGI COMMUNICATION PVC (SEE ELECTRICAL DRAWING) S-4 4" THICK CONCRETE LEVELING COURSE (ZOO0 PSI ~, 28 DAYS) DETAIL 4.5' SQ, BOLT MAT SHORT BOLTS DETAIL ~ ELECTRICAL COMMUNICATION AND DRAIN LOCATION ~ NOT TO SCALE ISSUED FOR CONSTRUCTION 08/10/11 25' DIA. SPREAD FOUNDATION W/OPTIONAL OCTAGON ADDITION REVISION DESCRIPTION PREPPED FOR' 425 GREENLOGIC ENERGY, LLC COUNTY ROAD 59A, SUITE SOUTHAMPTON, NY 11968 TELEPHONE: 6,31-771-5152 www.greenlogic.com PINDAR WINERY 101 OF SPREAD FOUNDATION 'Lb CMP 7~72 TENSIONING NUMERIC SEQUENCE FINAL ANCHOR BOLT (BY TOWER INSTALL£R) TENSION = ~0,000 LBS ELONGATION = 3~ 32~e 34..m~33 56.e~'--35 e_ ~0 48 ~ ~ BOLT TENSIO~G SEQUENCF ANCHOR ~OLT TIGHTENING NOT TO SCALE NO~: BOLT TENSIONING PROCEDURES ARE UNDER SEPARATE DOCUMENT AND ARE AVAILABLE UPON REQUEST FROM EARTH SYSTEMS GLOBAL, INC "MARK" VALUE Dab 1.0 Lab 60 Nob 100 Le 48 Dpvc 1.0 CMP 25 HCMP 5.0 TYPE A 49 TYPE B 49 TYPE C 1 TYPE D 1 TYPE E 50 5 FT DEEP X 25 FT DIA SPREAD FOUNDATION DESCRIPTrON OUTSIDE DIAMETER OF TOWER ANCHOR BOLTS #7 GR 80 LENGTH OF TOWER ANCHOR BOLTS NUMBER OF TOWER ANCHOR BOLTS TOWER ANCHOR BOLT EMBEDMENT LENGTH DIAMETER OF PVC PIPE SLEEVE DIAMETER OF CMP OVERALL HEIGHT OF OUTER CMP 12 GAUGE (OPTIONAL) FT EA EA #8 REBAR RADIAL BAR TOP EA #8 REBAR RADIAL BAR TOP EA #8 REBAR RADIAL BAR BOTTOM EA #6 REBAR STIRRUPS ON A 12.0' DIA. FT SQUARE MAT W/ 12 #8 BOLTS #8 REBAR RADIAL BAR BOTTOM MAT 4.5 NOTES: (r]_~ , 1. WILLIAMS FORM ENGINEERING CORP. 0.875" (1.0 OD) 100 TOTAL ASTM-615 TOWER BOLTS SPECIFIED. fid ]B;'~¢'" 2. TOP OF THE CONCRETE FOUNDATION SHALL SLOPE 5/4 OF AN INCH FROM THE ~';P~ERIMEq'~}~: OF THE TOWER BASE FLANGE TO THE PERIMETER OF THE CONCRETE FOUNDATON POWER WALL BOLT WASHER FOU~iDATION FLOOR~u~ ~ DETAIL~ GROUT TEOUGH MEASUREMENTS NOT TO SCALE PROPRIETARY WARNING DEEP GROUT THROUGH THIS DESIGN AND THESE DRAWINGS ARE CONFIDENTIAL AND PROPRIETARY IF YOU DO NOT HAVE A SET ASSIGNED AND NUMBERED SPECIFICALLY TO YOU. RETURN ]HESE IMMEDIATELY TO EAR~ SYSTEMS GLOBAL, INC. THIS SET NO. · ASSIGNED TO: L STRINGER NEW YORK NO,, 87639 EXP.: 11/B0/2012 APPROVED FOR CONSTRUCTION FOUNDATION PLAN & SECTION ]ESCRIPTION: NORTHWIND ESGI5' DEEP X 25' DIA. SPREAD FOUNDATION 100 ON A 57M HH TOWER FOUNDATION FOR PINDAR WINERY WIND TURBINE CONIC BAY, NEW YORK PLAN REV: 0 COPYRIGHT (~) 2011 BY ESGI JOB NO,' ESGI SHEET NO.' 4 SHEETS ISSUETI FOR LICENSE NO., 8763g REVISION NO,: EMBEDMENT RING WIDTH 4.33" INCH THICK STEEL RING NOTE: MATCH HOLE PATTERN TO TEMPLATE TOP RING DETAIL EMBEDMENT RING SPLICE (AS REQUIRED) DETAIL ('~ EMBEDMENT RING S-2 S-3 (1 REQUIRED) ~ NOT TO SCALE 'Dab" +1/4" (6mm) DIA, HOLE THRU. "No" HOLES EVENLY SPACED "Rd' INSIDE BOLT CIRCLE DIA. NOTE: FLAME CUT BOLT HOLES OK EMBEDMENT RING ONLY EMBEDMENT RING MAY BE MADE IN 4 EQUAL SEGMENTS AND SPLICED AT CONTRACTOR'S OPTION r-"Dob"+l/8" (Smm) DIA. BOL,T, 1/4" (6mm)% /HOLE (TYP.) ~1/2 (12mm) TAPPED HOLE WELD OPTONAL ~ / __ ~OPTIONAL MARK WITH LINE TOP AND SIDES OF I "Rd" INSIDE--~ ,1~ ~ ~~ SPLICE PLATE INDICATING FLUSH FIT ~ BOLT CIR. : '~, ~_/ ~/ OF RING SEGMENTS. EMBEDMENT RING ' ~ ~ TAPPED HOLE OPTIONAL 2.Sx"Dob" OR ~ ~¢ ¢ 2.5x"Dob" OR 2 ~/2" (70m~) M~N. ~ 1 1' 4 2 1/2" (70m~) M~N. EMBEDMENT RING SPLICE OT TO SCALE DETAIL , q V STYROFOAM OF CONCRETE --TEMPLATE BOTTOM RING NUTS (TOWER BASE) XPOSED THREADS IN BLOCK PiPE rNSULATION EACH OR APPROVED EQUAL PVC SLEEVE EXTEND TO BOTTOM OF BLOCKOUT ANCHOR BOLTS "Dab" {SEE TABLE ON THIS SHEET) DETAIL ~ BLOOKOUT LAYOUT S-5 NOT TO SCALE V WIDTH = 6,25" © TOP / 6.00" @ BOTTOM SEE SECTION B (BEVEL DETAIL) ATCH HOLE PATTERN TO TOP RING - "Dab" +1/8" (Smm) DIA. HOLE THRU. Tbr" INCH THICK STEEL RING REFER TO SECTION "B" AND "DIMENSION TABLE" THIS SHEEP BLOCKOUT DIMENSION TABLE FOR TEMPLATE RING & EMBEDMENT RING "MARK" VAI UE UNITS DESCRIPTION Dob 1,0 IN. ANCHOR BOLT OUTSIDE DIAMETER ASTM A-615 #7 No 100 EA. NUMBER OF ANCHOR BOLT HOLES ON BOLT CIRCLE Bd 6.2467 FT DIAMETER OF ANCHOR BOLT CIRCLE Eld 5.8599 FT INSIDE DIAMETER OF EMBEDMENT RING EOd 6.5617 FT OUTSIDE DIAMETER OF EMBEDMENT RING EWr 4.55 IN WIDTH OF EMBEDMENT RING Tbr 1.0 IN THICKNESS OF TEMPLATE RING Ter OB IN, THICKNESS OF EMBEDMENT RING (fy = 50ksi) c>~ 5 D ANGLE BETWEEN BOLT HOLES 4,5' SQUARE #8 BOLT MAT 6 - #8 BOLTS 4.5' BOLT QUANTITIES TOP MAT 6 #8 BOLTS BOLT QUANTITIES BOTTOM MAT NOTES: 1 BASE FLANqE DIMENSIONS PER NORTHERN POWER SYSTEMS; DRAWING TITLE: WTGO02.01 BOLT RING, BASE, 37M TOWER, DATED: 08/26/09; DRAWING NO.: 1000152; REVISION: C 2. THE TURBINI PHRVEYOR (B.O.P CONTRACTOR OR PROJECT OWNER) SHALL VERIFY THAT TURBINE MANUFACFDRE CONCURS WITH TOWER BASE FLANGE TABULATED VALUES ABOVE AND NOTIFY THE ENGINEER DETAIL ~ TEMPLATE RING S-2, IS-B ~1 REQUIRED) v OT TO SCALE 6.25'" 6.00' SECTIONI BEVEL TEMPL_ATE BOTTOM Rli~IB NOT TO SCALE BEVEL 1/8" (TYPICAL INSIDE © OUTSIDE) ANCHOR BOLT HOLE "Dab" +1/8" I ./ NUT (4 LOCATIONS) L/ ~ BLOCKOUT ANCHOR BOLT ~ $ .F 8" TYP. TAPE EXPOSED THREADS RETWEEN TEMPLA~E AND TOP OF PVC SLEEVES TO PREVENT CONCRETE FROM ENTERING SLEEVES. SECTIONI TEMPLATE B~OLT S-3, S-4 SUPPORT v NOT TO SCALE SHIMS (4 SHIM PACKS 4 IN· WIDE BY 6 IN. LONG} MAY BE UTILIZED TO SUPPORT AND POSITION THE TOWER BASE SECTION DURING TOWER ERECTION IN LIEU OF BOLTS IF APPROVED BY THE ENGINEER. /8" (3mm) DIA, HOLES COUNTER BORED FOR 1" NUTS BLOCK OUT DIMENSIONS "MARK" VALIIE UNITS DESCRIPTION "Lb" 24 IN LENGTH (SEE NOTE) "Wb" 8 IN WIDTH "Hb" ¢ IN HEIGHT "Lr" I 12 IN TO OUTSIDE BOLT CIRCLE NOTE: 1. MATERIALS SUCH AS STYROFOAM OR WOOD FOR BLOCKOUTS ARE ACCEPTABLE. CUT LENGTH TO FIT AGAINSI FORM PLATE IN FIELD. 2. BLOCKOUT SHALL BE CUT TO ACCOMMODATE TEMPLATE DOTTOM RING AS SHOWN IN DETAIL 12 SHOWN HEREON BY CONTRACTOR. DETAIL BLOCK OUT S-2, S-3, & ('¢ REQUIRED) V NOT TO SCALE MATERIALS BY SUPPLIER 1. EMBEDMENT RINGS MAY BE IN ONE PIECE AND/OR PLATES SPLICED TO FACILITATE SHIPPING IN SEGMENTS AND RAPID FIELD ASSEMBLY INTO CONTINUOUS RINGS FOR PLACEMENT INSIDE OF OUTER CMP. A SHOP DRAWING, IF DIFFERENT THAN DETAIL 6 OF THESE PLANS, OF SPLICE PLATE SHALL BE PROVIDED TO THE ENGINEER FOR APPROVAL BY SUPPLIER. EDGE OF OCTAGONAL% SPREAD CORNER DETAIL ~ 6 BOLT MATS ~P & BOTTOM S-5, S-~ NOT TO SCALE 41 r '~'""- EXISTING RAD AL BARS ~-CMP FROM CIRCULAR FOUNDATION 'r"~ (REMOVED) ~#4 BAR ADDITIONAL ~ EXISTING RADIAL BARS NOTES. 1. IF CONTRACTOR OPTIONS TO A OCTAGONAL CONFIGURATION THE ADDITIONAL WIDTH END SECqON SHALL BE ADDED AND 25' DIAMETER CMP SHALL BE ELIMINATED. 2, #4 REBAR TO BE ADJUSTED TO EXTEND TO WlPd 3" OF EDGE OF FOUNDATION TIE TO RADIAL #8 REBARS (TYREA,B,C,& D) DETAIL ADDITIONAL WIDTH END SECTION v 2, BOLT HOLE TOLERANCES FOR THE TEMPLATE AND EMBEDMENT RINGS FROM SPECIFIED DIMENSIONS SHOWN ON THESE PLANS: (B) BOLT CIRCLE DIAMETERS WITHIN 1/16 INCH (1.6mm) MORE OR LESS BOLT LENGTH TO BE WITHIN 1 INCH (25mm). (b) SPACING BETWEEN BOLT HOLES 1/.32 INCH (0.8mm) - MORE OR LESS 1/16 INCH (1.Gmm) MORE OR LESS ACCUMULATIVE. (c) RINGS SHALL NOT VARY MORE THAN 1/4 INCH (6mm) OUT OF LEVEL. RING THICKNESS SHALL NOT VARY MORE THAN 1/52 INCH (0.8mm). PROPRIETARY WARNING ~IS DESIGN AND THESE DRA~NGS ARE CONFIDENTIAL AND PROPRIETARY· IF YOU DO NOT HAVE A SET ASSIGNED AND NUMBERED SPECIFICALLY TO YOU. RETURN THESE IMMEDIATELY TO EARTH SYSTEMS GLOBAL, INC. THIS SET NO. ASSIGNED TO: -- SHELTON L S:-RINBE~ NEW YORK NO.: 87639 EXP,: 11/50/2012 EAR~ SYSTEMS GLOBAL, INC, PLOT INFORMATION: ISSUED FOR CONSTRUCTION 08/10/11 Earth Systems Global, Inc. Engineering For The Future ISSUED FOR CONSTRUCTION 08/10/11 APPROVED FOR CONSTRUCTION REV: 0 25' DIA. SPREAD FOUNDATION CORYR,6,T © 201, BY W/OPTIONAL OCTAGON ADDITION EMBEDMENT RING, TEMPLATE RING, &: FABRICATION DETAILS R SYSTENSGLO.AL.,ND REVISION PREPARED FOR. DESCRIPTION: P~H JOB NO.: 11 --112 D^~:08/10/11 I--CAt. ~V¢ ..... ,,sc,,~.T,O~E "¥ GREENLOGIC ENERGY, LLC ESGI 5' DEEP X 25' DIA. SPREAD FOUNDATION SCALE:As SHOWN - --:- 425 COUNTY ROAD 59A, SUITE 101 NORTHWlND 100 ON A 57M HH TOWER FOUNDATION PLAN £sG~s,£~,o.:8_4 ~RAWNR¥: __..Z .......... SOUTHAMPTON, NY 11968 FOR '~ s,E~s JK ............ TELEPHONE: 651-771-5152 PINDAR WINERY WIND TURBINE N~'PROVEO: SLS .... __ -1 www.greenlogic.com CONIC BAY, NEW YORK ~,S,oN~C£"SENO':,O.: 79811C COUNTRY CLUB DRIVE FOUNDATION ENGINEERING BERMUDA DUNES, CA 92203 GEOTECHNICAL ENGINEERING PHONE: (760) 54.5-1588 WIND, SOLAR & GEO~-IERMAL FAX: (760) 345-7315 CONSTRUCTION TESTING WEB: www.enrthsys.com GEOLOGY