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p U �.c Town of Southold Annex 1/5/2012 Off' GGy� 54375 Main Road Southold,New York 11971 co CERTIFICATE OF OCCUPANCY No: 35379 Date: 1/5/2012 THIS CERTIFIES that the building WIND TURBINE Location of Property: 37325 Route 25,Peconic, SCTM#: 473889 Sec/Block/Lot: 85.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 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. 36654 12/12/11 PLUMBERS CERTIFICATION DATED A ho ' ed Signature o�gOFFOl-tC TOWN OF SOUTHOLD N. Gy BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . 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 Date: 8/24/2011 Permission is hereby granted to: Pindar Associates LLC 591-A Bicycle Path Port Jefferson, NY 11776 To: construct a wind turbine as applied for. At premises located at: 37325 Route 25 SCTM # 473889 Sec/Block/Lot# 85.-2-14 Pursuant to application dated 4/6/2011 and approved by the Building Inspector. To expire on 7/6/2013. Fees: FARM BUILDING ALTERATIONS $250.00 CO -ACCESSORY BUILDING $50.00 Total: $300.00 Building Inspector '�'pF SO(/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A • 44 roper.richert(-town.southold.ny.us Southold,NY 11971-0959 Counm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pindar Vineyard Address: 37645 Main Road City: Peconic St: NY Zip: 11958 Building Permit#: 36654 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Greenlogic License No: 43858-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F1 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 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 OF SO(/T6plo G • YO co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION ff4�,�[M__F_ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - /J DATE INSPECTOR OE SO�l�o� 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 (ROUGH) LECTRICAL (FINAL) REMARKS: DATE �� �l INSPECTOR ' /� �o��pF SO�ryo�o Qo c0UNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ FINAL G. tiv [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR Earth Systems Global, Inc. 79811C Country Club Drive Bermuda Dunes,CA 92203 (760)345-1588 (800)924-7015 Fax(760)345-7315 August 18,2011 ESGI Job No: 30126-01 Pindar Winery 37645 Route 25 Peconic,NY 11958 Attention: Mr. Alex Daianous Project: Pindar Winery Wind Turbine Northwind 100 on 37M HH Tower Conic Bay, Suffolk County,New York Subject: Statement of Compliance of Plans to Building Code Reference: 1-Earth Systems Global Inc,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 pre nder my direct supervision and is in accordance with the loading and soil parameters provided by the (yF NEw J- If you have any questions please do not hesitate to contact in . �0� WLU Respectfully submitted, EARTH SYSTEMS GLOBAL,INC. , sa,ow VK; D87639 A' OFES 510� Shelton L. Stringer,PE Expires 11-30-12 President Date signed: 8/19/11 C E 0 U E D AUG 2 3 2011 BLDG.DEPT. TOWN OF SOUTHOLD FL6ZD Il!tSPE QN REPORT DATE COA'MNTS. FOUNALTION(1ST) t5 5 FOUNDATION(2ND) R 6 ROUG$1+RA�11+lI1�TC�& U PLUMING d INSULATION PER N.Y. y STATE ENERGY CODE 17 FINAL ADDITIONAL COMMENTS . d ' -11 G <m TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 �}, Survey SoutholdTown.NorthFork.net PERMIT NO. 3 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Alt- Examined— ,20 �( Storm-Water Assessment Form , Contact: Approved �40� Mail to: '136 3 Disapproved a/c t Phone: Expiration �',20- DE U uilding Inspector v APPLICATION FOR BUILDING PERMIT APR —6 2011 Date 91(0I I% ,20—IL- INSTRUCTIONS BLDG.DERT..This application ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 TOWNAOMINKNccurate plot Ian to scale.Fee according to schedule. D.FlOt pans owing location of lot and of buildings on premises,relationship to adjoining premises or public streets or Sreas,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. 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. 1A (Signature of applicant or name,if a corporation) ` 11 (cxlt !d ?A .A So ailing address applicant) State wwhether applicant is% er,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder fC t Name of owner of premises'IA d O.r s. Li-e- (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Ne.SiM +4 vr-Q-fit Coo (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 3 — Other Trade's License No. C, ►-Ft C L OZZ� 1. Location of land on which proposed w rk will be done: 31-(9 S luct.e�, t� T�e�wu G f 1 RSSC House Number Street Hamlet County Tax Map No. 1000 Section Block Lot b Subdivision 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 k/(� j J b. Intended use and occupancy SCLWLa 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work l`LS(-at,U l6b I(j&) W IV1(A h1a IM.Q !, (Description) 4. Estimated Cost 'f z , • OG Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Iv Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth • .10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated UUt f L'LA • �---7 1'zlAil't C0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES T NO- 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES—NO ✓ ?WdA2*'-AS5. •RQCQL ( N� 14.Names of Owner of premises Address_ pl{� nVU*L PA Phone No. (A 31. 134• lOZM) Name of Architect A_ Address Phone No Name of Contractor&04K(Ml L U r_ Address 4ZS 1223 h ne No. 6'? . ��1•SlS'L StsLifl4"K'r't%'I PH 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.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,rOF� `V•L R mm F'1L�1A �ie� being duly sworn,deposes and says that(s)he is the applicant Q>. (Name of individual signing contract)above named, c Lry Z O U Yltlf U(S)He is the �6L�� No o io (Contractor,Agent,Corporate Officer,etc.) Q�Ch�� QN U of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; e• that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be Q u T•._ Q a�o 90 W performed in the manner set forth in the application filed therewith. Q � d= c maa_ o Sworn to before me this cca 9 a] day of V 20 "I � E NdAtary Public Signature of Applicant Town of Southold z Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.t: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A of ij STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN s� tTTfct- -M oeTc` of CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORM i I SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMENT Yes No a. What is the Total Area of the Project Parcels? I Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within Generated by a Two(2')Inch Rainfall on Site? (S.F./Acres) (This item will Include all run-off created by site ✓ b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all — I and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of i construction activity? (S.F./Acres) impervious surfaces.) PROVIDE BRIEF P3tOJECI' DESCRIPTION(Prwlae addNorgl Pops as Needed) Drainage Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This ✓❑ , Item shall include all Proposed Grade Changes and I ViSQ ��.ia) jl (,�� "I L W1 h ,L�� Slopes Controlling Surface Water Flow. .t (� \ 3 Does the Site Plan and/or Survey describe the erosion WI47.4 n h( 1 and sediment control practices that will be used to control site erosion and storm water discharges. This 013 all tlAd, !2MVJAhJ Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or i Excavation where there Is a change to the Natural ✓� Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? F� 5 Will this Application Require Land Disturbing Activities i. Encompassing an Area In Excess of Five Thousand ❑ (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the ? Site? Is this Project within the Trustees jurisdiction ✓ i General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or F-1 Submission of a SWPPP is required for all Construction activities involving soil Beads? disturbances of one(1)or more acres; including disturbances of less than one acre that T Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ ' / including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100)of Horizontal Distance? v the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other impervious for Stomp Water Discharges from Construction activity-Permit No.GP-040-001.) Surfaces be Sloped to Dlrect Storm-Water Run-Off ❑ j/ 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NO]shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any ❑ constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of--Way or Road Shoulder compliance with the terns and conditions of this permit.In addition,the SWPPP shall Area?(rhra Item will NOT include the Installation of Driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice In a Box and the construction site diaturbance Is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Ucensed In New York a Storm-Water,Grading,Drainage.&Erosion Control Plan is Required by the Town of that Is knowledgeable In the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuands of Any Building Permit (NOTE: A Chock Mark(,I)and/or Answer for each Question is Required for a Complete Application) STATE OF NEW YORK, COUNTY OF..� /�.....SS /fiat I............... eAlm-.�1 1�,.,.........being duly sworn,,deposes and says that he/she is the applicant for Permit, (Name ofindividuaislgrfng ocument) And that he/she is the ......................�( .VY/AI..GI.V .. .. .. ........................................... . tract .Agee........... .... (Owner,Contractor.Agent,Corporate Officer,etc.) """"" • Ommer and/or representative of the 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 arid belief;and that the work Krill be performed in the manner set forth in the application filed herewith. Srtorrr to e re me this;......................... ................day of........ 1 ( ,20.�. CL Notary Public: ^...... ...........I........... -......... ........ .... .. (Signature of Applicant) FORM - 06/10 Notary Public, State of New York No. 01-CA4894969 Qualified in Suffolk County r Commission Expires May 11, S sotlz Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 roQer.richerdiown s 6UIPOI5.nv us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. AeK rKC koqr- Date: r/'121 If Company Name: Name: License No.: Address: q2JA 37,E 'Sok Phone No.: 3 I • I • S 1 S2 (X 1 p-7 JOBSITE INFORMATION: (*Indicates required information) ' �� 1? - 1 *Name: ft&0_1✓ V I Kaq *Address: '��LD�-(S V1i1 12C5Gc d aYl I`C A4 *Cross Street: S 6A V_ Lan.e *Phone No.: (03I 'TT 1 • f1�Z Permit No.: S Tax Map District: 1000 Section: 2—t:;- Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I ►VS W 10. K.6-0 w v1Gl bwtQ (Please Circle All That Apply) *Is.job ready for inspection: YES /0 Rough In Final *Do you need a Temp Certificate: E / NO Temp"Information (If needed} - p *Service Size: 1 Phase ° Phase 100 150 . 200 300, 35 4rnOther *New Service: Re-connect Underground Number of Meters " Change o Additional Information: PAYMENT DUE WITH APPLI ON SEP 2 7 2011 -a G �J TOWN OF SDUTHDLD 82-Request for Inspection Form Earth Systems VIEW,0 Global Inc. 79811C Country Club Drive Bermuda Dunes,CA 92203 (760)345-1588 (800)924-7015 Fax(760)345-7315 August 18,2011 ESGI Job No: 30126-01 Pindar Winery 37645 Route 25 Peconic,NY 11958 Attention: Mr. Alex Daianous Project: Pindar Winery Wind Turbine Northwind 100 on 37M HH Tower Conic Bay, Suffolk County,New York Subject: Statement of Compliance of Plans to Building Code Reference: 1-Earth Systems Global Inc,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, 201.1. 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 der my direct supervision and is in accordance with the loading and soil parameters provided by the (gf' NEbV O If you have any questions please do not hesitate to contact in . C9 OclfiA: r— x ''f 'v� r. C+7 tt Respectfully submitted, "� << �. j '� w EARTH SYSTEMS GLOBAL,INC. AgOFESSIONP Shelton L. Stringer,PE Expires 11-30-12 President Date signed: 8/19/11 E "C E E D • AUG 2 3 2011 BLDG.DEPT. TOWN OF SOUTHOLD II PROPERTY INFORMATION: Hwodatus pcunlanos 1 NAddress. Main Rced 4 Peconlc,Non York 11g56 1 EWfolk GoLvey Tow,Map e,1000-65T-2-14 - I Zoning, _ l Proposed Use: Wine Storage Worahouse SITE DEVELOPMENT DATA: II Site Area. 36.004 acres t Bullding Area: Proposed.36po0 sq.It. { Site Coverage, 2.245% II Total Planting, 34523 acres or 96% LAND BUILDING DATA: I_ Usage, C-4.1 Cold storage of food predate OF Fire Hazard, Lon DAMIANOS eorotry tlon: V.2b Nan Cembretble _ PARKING DESIGN: n - -.------------------ --------- `storage Building —__—__ '300.20' 56000 sl. of floor sea o 1 spats/500 J.of wilding . --_—__-7 36000150=72 spaces __— I Requhed -72 spaces Provided. x Q _ •T _ —__—__— _ Handicap Parking.5%x 72.(4)spots 2 o ffa a GENERAL NOTES: - .fib•.{;.,. N4pd32'S�Q'_{y N I.All site Information ncm taken from a survey by Rcdorlck 212.00 r, Van TLyi,L5.dated April 26,19g3 :� Q 2.All concrete Per curbs and eldenalks and drainage str twos mllp shall canParm to plaraing Bead standard petalle and (p�'Q C In Specifications. N4pd 45'20"W ---__—__—__—__—__—__—__—_ tl�p�i fiIBD � Z 3.All grades shorn ane mU.5L.t 65 < ------------ 2239 aN— - ESTIMATE OF QUANTITIES OF NEW MATERIALS: �4' —__—__—__—__—__-__ _ _ t Concrete street curb, O Ili.FL - N 40d 50'S5"W --- ---- )'t4, '�- LAND 0'diem.x 12'v.l.f,storm dryrvell(typ.12 10F.71' N1 Concrete sidcwdk, I'190 sq.Ft. _ OF U Concrete site curb, 556 IYL Ft_ L__—__—__I0 Asphalt pa", O sq.Yards REILLY I catch twin: 8'di..X 26 ft.Deep trees: 0 shrvt», 0 Area of notwal vegetation to remain O acres 1 - 1 51te Plan —Is I'a 150,0' DPP PEO AS NOTED { DATE T ' B.P.a FEE:s6S0 ' NOTIFY BUILDING PAflT AT ' FOLLOWING O M TOTI4 P FOR THE OCCUPANCY NCY OR . - t.FOUNDATION-TWO REQUIRED USE IS UNLAWFUL 1L ROUGH-FRAMING MINE TE I..l't�Y lJ 2.ROUGH-FflAA41NO&PWMBING ' cost Iron waterNyt ewer to grade 4.FISNAL-CONSTRUCTION MUST WITHOUT CERTIFICATE . Rim DRAINAGE CALCULATIONS: BE COMPLETE Fin C.O < I THE ONS RUCTiNTS OF ATHE NEV OF OCCUPANCY invert♦e40' L'In area Matorlasl area' ry oPf waf. Rainfall a vokmno - STATE CONSTRUCTION&ENERGY .In 4'&s. pre t dome �� I CODES. NOT RESPONSIBLE FOR class 2400 p Parking area gravel 840 100% 2'=.166 134 01. DESIGN OR CONSTRUCTION ERRORS DO NOT PROCEED WITH Sidervalk --la, I'm 100% 2'=.166 2660. (<,rtT* i5• nrFPdrA-_ E>00000o0oD �^�pHg awn u656 0% 2^=.166 197c1. " '; llNDE6NRDFRSCERTFCATE FRAMING UNTIL SURVEY 1d dw ❑❑00pp 8 Ending steel 96450 100% 2"=.166 =6050 C.F. R RllIP.EO Of FOUNDATION LOCATION .fit r� 13110001300012 o HAS BEEN APPROVED. ODEICIC700000 TOTALS 5Og56 667 c.f. ' D0E7000C 300 [R7[]0❑00000 � Use 6'dla.Wrge®423 c.f"/V.P. 6613/423=Fs)vl. � (lOC]OO OOO[70 � Parking area A use (2))e'dla x e'deep =16 I.l. B,wllar 00E70000000 of clean •, DOI70❑❑0[717D 5.on or Pool t3ullding arse use (122)6'dio x 12'deep=144 I). • gravel E. TOTALS c 160 I.P. W—t-46q,O' Legend 5EAL, Proposed Storage Building For Findar Vineyards (DODO) Existing Elevation EDgR 00.00 Proposed Elevation GSgYI.SO(tOti� ) Tlypical Sanitarg Leaching Pool rc. Top of a,rb � I frg^� Main Road Psconlc,New York T.G. Top of grate .. Elev. Elevation HP. High point 9 N Charles W, Southard .Ir. Registered Architect 4400 Veterans Memorial HWy. -suite#207 Holbrook,N.Y.11741 oATE:io-3o-2Ga0 2OOOXdT' (516)411-5228 Fax(SIG)4713229 ....vVlvn &a.4 6;rvn b.V. T ALL CONSTRUCTION SHALL. MEET UNDERWRITERS CERTIFICATE 3 THE RE(JUIREMENTS OF THE N.Y. REQUIRED ci STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR o DESIGN OR CONSTRUCTION ERRORS . � m i m ` N 7 X :-1 m c A O DAMIANOS f f c pq ' o • e J µ� �1 Q m ' ..-. ••mil l— II m _ 1 (�} ;n� 1 •I N . ..- - - ` - - �Y ;I Li m I IDfq �fl._..1t'�-7 9 dam. x f.2' v.f. . storm dr welf t 1 y ttyp, f2 REILLY f L - - -"-- ---+ ' — 1 • es ms �� � s� 5on � t Y yoururbi47Is Somenre Montta Is lour rbtne Certified? anted a dies orrsive 24�7 Gornmunty seal,e turb[rtes ire being installed near recreationai f'relds, Northern Pbw4r Syfierrs Ja dui �t p is rattr'ds :su emaar'lcets: hospitals and:it varXous other neighborhood' Northern Pausterl0�Nel .a:.=` a prto.mon rorouriurbYn p lay p _ x , < t d.read" : su` ort seti tags-end sh`aultl be'requfl ed to meet all certification requirerrrents tnstatlattans around th o t] ect� s Y to IMP e , > y... . 1 a.h_ u .un'r do 2 7 as-cleteinr nedby national Arid irlternatlonal.safetyand performance the safe>and rpl�alal r n r � s L,o ,. q s at ns uc as .1� Cgti and CE It1 faet,in orderta meet rnostfederal nitor'rr lior ,. : =y neal unitrnt access to the asoci r4 . .h Un. _ monitor t g p" �. gl ` y'4 s arid`uct and stato fur ding�ltgipiility requt ern lats,your furfJii e will require these turbine cantr6 system I a� lflorr� tortl�,ero �'owe�et i��[ I� preventative matnteiaa�nae d agnoa cs on o4�nflg. , b% bfi s tt�ideni rfy Gti ical fiety erttficat ons, p s , erutc a sa ort of our turbines, u ine as'met all stria eat el"igibility requirements ,Opportunities for even mare proactive s 11 ? The Northern PbWbi lt]0 rb h. to be con " lia It with Ut; CSa and Cl;>standards forsafety and performance.To Our investmeri �n > 1 ;s�►pa fnfr tr�ueG ar at d_our cotr�Cn[tme p rb .,; :.. r. n u cedeneialue t:o our custamersthat =. learn more about the nr��e dJfierent certification standards that the Northern ser�tic.e, deltve._a dip manufacturers or,resellers of other turbines sifnply cannot mafc(�. i'.owerl0"0 product meets,please see�our Cefificaton Standards Document. o � Desig ned and Buitt in the USA Supping Su ortin You ATTrusted Name , "A"119PP9 W ti l snclsty ,: i , , . � �tea 11a 1 rtlou is iarE 00 � 1 i i a ri`,, r" 1t .1 t f i rr►[rlt�rt~tinrle can and see *3 l �. �v41;1e1ier 4 � tb`tlacitaoa (sk1tle } t;o i 'gwk j 4P M�du1S, f ,. sj;. �, t:: t4�V1.1:11.�Y�f� 1Rs { j j 1,rYRW l F"ki�..t,i �.. y �y arec �((� I 1� � ;' ik� _ `` '..xt, .✓.wY" l R�:+ .'fr15i. �r d bet m ! ,� l�i - l t tanr ztfortnd>.S,101 Envlrentp i h 961d i= t l0om� etaet�o�aesotur(anr zldrl s=21 ttttiltryittcl fQtltlttsCi1aivltrtilleni i frnrn �r 1 rl r lAll mats_ Cr 4 r tur e t r 1 r Pa ;`re t l t�tls frttll�av[r�9 l d trbtrit?�rtte in io0We5ctir►a ra 1� al€b +avai 't jlttl3felyd4 t�ffsarrtur ! �� lAsr� t + s� asp t ts; t l gan � ct firctrr t r- r1 rxtt' ar fyn k'i �[e 'were arnl na �i r:�4tilden ( t- i ulcA IrTd � �tdrnc�!r 1111Itr ►e ptiart� str> € o Wt1 WAORTH1ERNPUVVV_R,CuM .� rygl ✓ I --.1'ijdf .ji��tiril..li, 1,ffI TC� '\lr lyl ,nl„1 jf-. nergy in the are manufactured at our 119,000 square foot Vlermont Wind is the fastest growing source of renewable e 11 world today.Increasingly,businesses,schools, hospitals, headquarters,where we monitor our turbine fleet 24/7. resorts,and towns are turning-to community-scale turbines We take pride in the fact that our engineers,production to power their facilities with clean, affordable,domestic energy. team,salespeople, and customer service teamis work i As turbines are installed in these neighborhood settings, it together in the same facility to deliver the highest quality ( i is imperative that the critical questions are asked of turbine turbine in the community wind market to your:site.We manufacturers to ensure that your wind turbine meets the welcome customers to visit their turbine in process. ' most stringent certification and quality standards. Will you be next? Where is Your Turbine Made? Does Your Turbine Have a Digital Health Recor(d? A turbine is an investment in your energy future.With a 20+ Northern Power utilizes an advanced in-line test and year design life, it is important to know who you will be doing manufacturing quality system that ensures tuirbine business with for the life of your turbine.How long has components are tested at the subsystem level throughout the company been in business?Where are their turbines the manufacturing process,thus creating a diigital health manufactured? Have their turbine products been tested record for each turbine.Borrowed from the aerospace and proven in the field and undergone third party validation? and defense industry,this advanced process(control Who do you call when you have concerns about the turbine and tracking system allows Northern Power to)deliver the at your site?Are they accessible around the clock? hihest tugbine with ipyevebine on the market tative maintenance nd suplport each and performance Northern Power Systems has over 35 years in the wind monitoring over its 20+year lifetime. industry.Our American-made Northern Power 100 turbines 1- pj ifhv _ 11 �il«ii 'i lip M4`f i'''i' '1�C'-'i'iffll� f li ia'♦'1�1�'� fl�..i , p'ii liiLta „'�+� 11' o t e in POWER SYSTEMS +.., ... Businesses - Farms Municipalities Remote Villages Schools WWW.N®B R • , Y F._.... ,;;. _.:e5�' . .- .: •. ..-a*?�.a�+1.;, y 4"-" �. 4«: '�' ,t. �-...-�'€n'c1r sr" :� -.-+ �•9 _ a-:,.{ _ ::.,e r "''t _ _ - .a, ;w-r s _ ~`�: o..•:O I (E I ❑I�O O "'_ _ �ri :�•' '=T '--" ;... _ ,.. �y � n Py IV��0.�II J'.JI�.�� Z;i- Wn / ` ` C,� v:ni I plO�ii��� tr1 __I v:..J��I�IiO� �r 55 dBA 1; 51 dBA 49 d9A 4� d9A Flow loud is 55 dBA, >> Children Playing >> Bird Calls » Quiet Library 30 meters (98 ft) away from the turbine? >> Normal Conversation r I I V iG�i 4 =Bnrc'p �i0i p?( 1i'g�' 'Xor ji{'� :. �I A;Iq Ai The Mountain View Grand Resort and Spa is an experience in tranquility, rejuvenation,and family fun-Northern Power's quietly spinning blades are a peaceful addition to the scenic backdrop of our eco-friendly resort. —CHRIS DIEGO,MANAGING DIRECT OR,MOUNTAIN VIEW GRAND RESORT a SPA The image of a quietly spinning turbine is a compelling one— More important to note is that common neighborhood and with the Northern Power°100 it's a certainty.The gearless activities such as driving,mowing the lawn and operating ' design,advanced blades and harmonically engineered towers many household appliances all have significantly higher 1 i all contribute to our impressively low apparent sound levels dBA levels—making the Northern Power 100 a quiet turbine hti, that help make a Northern,Power 100 a welcome addition in against the ambient backdrop of residential communities. , any neighborhood setting. In more urban locations,the turbine Would operate undetected, except for the elegantly spinning blades, what is the sound profile of a Northern Power 100? . ,. To continue to meet Northern Power's demanding quality quietly powering a new,clean energy future. t , i, standards,our turbines have undergone the same rigorous third parity 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 offi I^ 55 dBA at 30 meters,which resembles normal conversation or soft music. ' . 7777"wF w _ ' x:.�'1:.: _ ._. ! n "• � F _ __. __— .JI II�IG � �ii J —r+Fll Northern Ll I7°Ig :. id n.,I gJ(aF_.�� Ir„ t.rb . r POWER SYSTEMS u �— v- 3 t ianl § EG4°c r r9'fuIt'i' ¢ ' '¢� I°I1mIInI I�Il�1 In 3 I13 IUIIaIIutI�I u Latta •-i r_. -- - _ „y C Jiii� °E1oI1°I It,I::I Io J hol I°dIIauaII.II�I 1. _ - _ JLIF FT4 � ,III©III 4 - WWW.0 Businesses r s r Remote r o r village �w w w� 0 LIPA LIPA Commercial Wind Rabat® Program Application Form Long Island Parlor Authorfly 2010 LUMMANr:PLEASERE40 BOTH PAGES OF THIS FORM THORGUGHLYBEFORE COMPLERNOAND XEEPA COPYFOR YOUR RECORDS. Custatners are asked to please submit only one application.Customer fa responsfb/e forinformhrp UPA of any updaras to this application. Customer Electric Account Number at Installation Address:. 50 . r Organization Name: S(X.Ie�h(fYl Meter Number. Installation Address(Street,City,State,Zip): ;1 tp1iS Q&.V1 k,1d6 I Re byl l c , Am 1 1clitsi Mailing Address(If Different): ? Contact Name: Lr Nontnah Telephone: _--+,_ 3y zd E-Mail Address: Title: K,(�(hk Primary Facility Use: Uf— qq'/ '/� Tex ID Number. �C`�: Z,53 �nmrporava ❑Not Incorporated [I VI-S Included Wfin ApplimtJon Type of Facility: l�l YtP�IAQiY d Size of Facility: �2 1 00 0 Square Feet Equipment information("Wind Sys tem") Wind Turbine Generator VJ(ind Ipverter Manufacturer: Manufacturer: V_��if1�. Name/Model No.: In 1'l.d Name/Modal No.: Number of Generator(a): Number of Inverter(s): lCaw_j,G/'eka Warranty: Warranty: a5q If Nameplate Rating: 100 tw,/ Nameplate Rating: Name of Installer Contractor: GI le-erl I L LL C, THE FOLLOWING IS REQUIRED BY INSTALLER!CONTRACTOR:ESTIMATED ANNUAL AC KWH: r-- No Wind Rebate("Rebate")will be assigned to a third party,without the previous consent,in writing,of UPA,after the Customer first provides a written request,bearing the,original signature of the Customer,and naming the third party assignee.The letter must also Include the Customer's and Contractor's names,addresses and phone numbers. Customer Assigning Rebate: ❑ yes o (if yos,use LIPA's approved assignment form) Applicants must follow all of LIPA's requirements,including but X11mitedr4o the"Instructions to Process the Wind System Rebate",listed on the second page of this application,Customers must also submit one complete Wind System Rebate Application,two complete Parallel Generation Agreements,executed by the Customer,product invoices for the Wind System,a"one-line"diagram.W-9 Form,and a copy of the completed electrical certificate. Applicants must follow LIPA's requirements including but not limited to the 5 stops on"Instructions to Process the Wind System Rebate"on the second cation Rebate Calculation Estimated annual Wind output multiplled by$3.50 per kWh for first 16,000 kWh plus$0.50 per kWh thereafter up to 175,200 kWh OR 60%of the total Installed costs',whichever is less. Maximum Rebate=$135,600 Estimated Annual AC kWh: 1ty,DQ0 x$3.50/kWh= S t 000 Estimated Annual AC kWh: Irj x$.50/kWh= // OR Estimated Total Wind System Cost: x.61= 12_, , DU Lesser of the two: 13y , Qq TotalRebate Approved applicants will receive 65%of the calculated Rebate up front. The remaining 35 A will be pro-rated based upon 12 months of metered data at Customer wind site. The actual data will be normalized against the historical average data. The meter must have an accuracy of within-+5%and a certificate of compliance from the manufacturer. I, f certify that 1 will purchase the Wind System described in the Equipment Information portion of this application form and will Install it or cause it to be installed at the installation address indicated above and will forward to LIPA all required documentation.I reviewed and agree to the terms and conditions of LIPA's Commercial Wind Program,and I will obtain all of the necessary permits(i.e.Building,electrical,etc.)that are required for a Wind System installation.I understand that any misrepresentation or Inaccuracy in this application may disqualify me at any time,at LIPA's sale discretion from all claims to Rebates offered through LIPA's Commercial Wind Program. By participating in this Program,)agree that LIPA obtains and/or retains ownership of all ri hts to existing and future emissions credits,renewable energy credits,green tags,tradable renewable certificates and/or any and at er anvil ntal benefits ociated with the Installation of the eligible equipment. Customer Signature: r The Installed cos the cos of the Wind sy ern to the customer minus any government grants or subsidles. Ver. 04/7412010 Alex McNear From: Dorsch, Patricia J. [pdorsch@service.lipower.org] Sent: Thursday, March 31, 2011 10:10 AM To: Alex McNear Subject: RE:WIND TURBINE Rebate PINDAR vineyards Thanks Alex! I'll review it. From: Alex McNear [mailto:alex@greenlogic.coml Sent: Thursday, March 31, 2011 10:03 AM To: Dorsch, Patricia J. Subject: WIND TURBINE Rebate PINDAR vineyards Pat, I've attached the Wind Turbine rebate application for our client Pindar Associates LLC(vineyard in Southold). 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 1:G- . ENERGY 1 • • © 100 General Description REV A OCT ii 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 with rigid hub • Direct drive permanent magnet synchronous generator • IGBT-based full power converter allowing variable speed generator operation and compliance with the UL 1741 utility interconnection standard • Redundant rotor braking: dual mechanical brakes plus an electrodynamic brake • System controller 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 in Figure i. Meteorological Instruments Obstruction Light �--1b, ("Net Mast") (optional) Nacelle Cover Blade Generator Power Converter& ` System Controller �: 'i=�•• Rotor Hub i Mainframe Yaw Assembly (below Mainframe) 1 Service Platform i� ; ,. ! / Mechanical Brake Tower: i / (behind generator) Northern Figure 1 Key Northwind 100 Turbine Components POWER SYSTEMS WWW.NORTHERNPOWER.COM Educational 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 variable frequency, and 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 controller is integrated into the power converter 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 orients the machine into the wind and transfers mechanical loads to the tower. • The nacelle cover protects the interior 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 grid 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 low temperature operation, and integral lightning protection is provided. The rotor hub is a Y-shaped design 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 complex function of the blade design,wind speed and rotor speed. The Northwind 100 regulates the generator speed through use of the power converter which results in the control of the rotor speed and thus the output power to the grid. Northern POWER SYSTEMS VvWW.N0RTHERNI`)0V1R.00M Educational 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 mainshaft in this integrated design configuration. The generator includes an automatic bearing 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 the two mechanical brakes, the turbine includes an electrodynamic brake that is incorporated into the 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 is fabricated from fiberglass reinforced polyester(FRP).The nacelle is sized so that it can be shipped 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 orient 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 input to the yaw control system. A proprietary friction system provides constant yaw friction to minimize low amplitude vibration of the nacelle. Northern POWER SYSTEMS WWW.NORTHERNPOWER.COM Educational 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 system. The system controller autonomously controls the turbine and has an Ethernet-based Modbus-TCP interface for remote monitoring and supervisory control. The power converter interfaces the generator with the grid and consists of an active rectifier and 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 grid. This conversion is performed in two steps. The first conversion changes the generator's varying output to a do 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 required. 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 Northwind 100 is designed to meet the UL 1741 grid interconnection standard and presently 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 interconnection 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-section, 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, lockable 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 equipped with a fall restraint system. _a Northern POWER SYSTEMS WWW.NORTHERNPOWER.COM Direct pw- ww. Educational FOUNDATION The foundation for the Northwind 100 typically falls 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 match the NW100 output voltage to the local utility voltage and to manage the safety and power quality of the electrical interface. Northern POWER SYSTEMS WMAORTHIPPINIPOVIER.COMDirect. �e Nli).,rltl hwind'] 00 Power 0 rve.-217 Meter Rotor sfad (12? -� ` _ Wind Speed Power Wind Speed Power - - 20 pn/s) (kwe) (m/s) (kWe) 1 0 14 97.3 j too 2 U 15 100.0 ---........................... --- --- '.w, 3 0 16 100.8 4_.._._........._.........._._3.7 ...... 17 100.6 80 .........._......_...... _....___.._____-____ b 10.5 18 99.8 _.........._... ...... .......- 6 19.0 19 99.4 60 7 29.4 20 98-- r, 8 41.0 21 97.8 07 40 --.. _.....- s 9 54.3 22 97.3 A yi 10 66.A 23 97.3 -----.-........_.._._.............. .............------ -- r 22U -- -._..._..............._........._.............. - - - - - - -- II 777 24 98.0 r° y 12......---824 25 - --99.7 wo ....._ . . .._ ....................._ .__....................__._... -- - .. - ..... 13 . 4 5 6 '7 8 9 10 11 12 13 14 16 16 17 IU 19 20 21 22 23 2.4 25 ...................... ' Wind Speed at Hub Height(m/s) im/s 224 mph 1° , Produt42AnnUalEnerg arcl Air Den�lty Rayleigh W1nd Speed Dlstrlbutton } Average Average Annual r 400 Annual Wind Annual Wind .Energy Speed Speed Output 350 (mph) (m/s) (MWh/yf) 300 6.9 4.0 77 IU 4.5 110 250 ..__... ..... ---- t' 11 5.0 145 200 --- - - - 12 ti.5 183 ..-- ------- - - t5o ---. .... ........... ....---------- - 13 6.0 222 ... fl _. ...._... ...._....._-. T 65 a ,w r t00 ..... .. .. .................................._..._...._..................._._.............._... 15 260 a IFi 7.0 296 so -..._...._._..._................................................._ 1 ...................__.._ 17_...---- 7.5 334 a _I.. o -. .- --- -- -- 18 8.0 368 "( °.€ 4.0 4.s &0 5.5 G.0 6..9 7.0 7.5 8.0 8.5 Annuzil Average Wind Speed at Hub Height.(rands) 19 8.5 400 *Annual ener9Y Production estimates assume standard conditions,1002;availability and no lasses. <T rg g R Northern POWER SYSTEMS rr� r GENERAL CONFIGURATION DESCRIPTION I Model" Northwind 100 _..--.......... ...._........................ ...... __ .. Design Class IEC IIA(air density 1.225 kg/rn",average arinuallwind below 8.5 m/s,50-yr peak gusLbelow,59.5 mis) Design Life 2O years ._._...._.... __.__ _._ ---_—.. ..._..... _.... —...______—__. _ __-.---._— _-_.------ ......_...... _ .._._-- Hub Height 37 rn 021 ft)/30 rrt(98 ft) Tower Type Tubular steel monopole Orientation Upwind .—._....._............_-........._._......._.....----......._._..._............_...... _...—�-- Rotor Diameter 21 mr(69 ft) --------------- - — Power Regulation Variable speed stall control CE Certifications ULlt41 UL1004 4 CSA C22 2 No I0!1 01 CSA L 222 No 100 04 and CE compliant PERFORMANCE DESCRIPTION ' (standard conditions:air density,of 1.225 kg/m",equivalent to 15°C(59°F)at sea level) Rated Electrical"Power 100 kVV,'3 Phase,480 VAC,60150 Hz __... -._...... _ ...._.... - _...... _............... --- =-- -- -------------- Rated Wind Speed 14,5 rn/s(32.4 mph) ---._....—......----..._....._............._.._..........---—------------.......-- ---.................... — Maximum Rotation Speed 59 rpm Cul-In Wind Speed 3.5 m1s(7.8 mph) —......_................ Cut-Out Wind Speed 25 mts(56 mph) Extreme Wind Speed 59..5 m/s(133 mph) WEIGHT DESCRIPTION Rotor(21-meter) 1,400 kg(3,100 lbs) ......... ....................... _... { Nacelle(Standard) 5,860 kg 1,1 i 000 lbs) Tower(37-meter) 13,800`kg(30,000 lbs) 1 DRIVE TRAIN DESCRIPTION ! Gearbox Type No gearbox(direct drive) Generator Type Permanent magnet,passively cooled BRAKING SYSTEM DESCRIPTION Service Brake Type Two motor-controlled calipers -- ---- ---------- Normal Shutdown Brake Generator dynamic brake and two motor-controlled calipers Emergency Shutdown Brake Generator dynamic brake and Lwo spring-applied calipers .........................I-............_......._....................................... _....,_ .__—__.__ ....__....... .._. ......... _..__-__ ._...—.._ _..._ ._ ___ _ i RANI SYSTEM DESCRIPTION I Controls Active,electromechanically driven with wind direction?speed sensors and automatic cable unwind l CONTROLIELECTRICAL SYSTEM DESCRIPTION Controller Type DSP-based multiprocessor embedded platform -- .._..-..........---.......__.........--- -— --- ._....---..__._..._..._.__...— ------ --- ....--..._... -- -..._.................------------- Cornrerter Type Pulse-width modulated IGBT frequency converter Monitoring System SmaitView remote monitoring system,Mod Bus TCP over ethernet Power Factor Set point adjustable between 0.9 lagging and 0.9 leading ----------...._._...........------------- ......—....... -----__..—_...-------- ---`----------- Reactive Power 4-45 kVAR — NOISE= DESCRIPTION Apparent Noise Level Less than 55 dBA at the base of the Lower ENVIRONMENTAL SPECIFICATIONS DESCRIPTION lemperature.Range:Operational -20°C to 50°C(-4°F to 122°F) � Temperature Range:Storage 40°C to 55°C(40'F to 131°F) IP Class:Generator/Nacelle 1P55/IP54 _._...--- —. —..---......------------ ---._...--- -----...— -----...-....-.........-- ------- Lightning Protection Receptors in blades,nacelle lightning rod and electrical surge protection -- -------.—...-------._.._...---___--------— ------------------ Icing Protection Turbine designed in accordance with Gerrranischer Lloyd Wind Guidelines Edition 2003 AI.Speciriraiims subject Lo change without notice. SS U5U9U1-01 WWW.NORTHERNPOWER.COM Direct. Northwinrl is a registered tradeinark of Northem Power Systems. LIPA .I PA 4 Win d E X P T E�R Wind Professional Wind Resource Report 3/21 /2011 5:51 :49 PM Landowner: Pindar Vineyards Location: 37645 Main Road Peconic, NY Installer: GreenLogic Wind Resource Average Annual Wind Speed at 120ft (36.58 m) = 12.73 mph (5.69 m/s) Weibull k = 1.99, Weibull A = 6.42, Roughness = 0.03 m 100ft Wind Resource Map Wind Rose a6e�p .1 13 12 a H 25 7 n rvlap_dataLG9 G9o3e 2 Latitude=41.03262°, Longitude=-72.46864°, Elevation=30.84ft(9 m) System Desciption and Energy Production Hub Height: 120 ft Turbine: NorthWind 100 (100 kW) Gross Energy Production at 120ft: 174564 kWh - 237025 kWh Turbulence Induced Losses Total System Losses Sector_ Roughness %Energy %TI %Loss of Total Loss Estimated N � 0.03 _9.76 x 14.1 ��1.4- Turbulence Intensity 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� Addition nal Loss 0% SE 0.03 5.02 x _ 14.1 = 0.7 Total Loss(TL) 15.8% f5 - 0.03 10.64 _ x 14.1 __ _1.5-�� M� aximum Loss* _18.9% SW 0.03 16.55 x 14.1 = 2.3 Minimum Loss* 12.6% 1W_ - 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 1 of 1 Satellite Image with Wind Rose Overlay Each ring in the wind rose represents approximately 200ft on the Google map ANN - i �N` ` t .:E ti '# LIPA Rebate Guidelines•$3.50 per kilowatt hour (kWh) for the first 16,000 kWh produced annually.•$ .50 per kilowatt hour (kWh) thereafter up to a maximum of 175,200 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 manufacturers 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 government grants or subsidies. 2 Maximum rebate allowed is $135,600. 3 LIPA does not provide tax advice. Customers should consult with their own tax advisor regarding 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 will be required to provide monthly energy output readings.of their wind turbine's actual output for the first year of operation. LIPA's incentive program will be paid as follows: • Phase I: 65%of incentive paid at installation • Phase II: 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. 6 Price per kWh $0.185 Installed Cost $556,000.00 Estimated Annual Savings $32,031.00 LExpected k_W_h Output 173138 _ Simple Payback(yrs) 9 Rebate Amount First 16,000-kWh $56,000.00 L�`h) _ 16,000-175,200 kWh max $78,569.00 (Q$.50/kWh) LTotal Output-based Rebate 60%of the installed costs $333,600.00 Rebate Amount $134,569.00 Cost After Rebate $421,431.00 NYS Tax Credit(25%) n/a Federal Tax Credit 30% $126,429.00 Final Net Cost to Customer 5295,002.00 IMPORTANT NOTICE AND DISCLAIMER:The wind map and wind rose were created by AWS Truepower. LLC using the MesoMape system and historical 1. AWSTrueoower weather data.Annual energy estimates were calculated using the local wind resource,estimated loss factors,and a generic power curve. For more information on the program's methodology, please refer to the Help page.AWS 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 webpaaee. Page 3 of 3 ' •� 11 A. ` • fj••I�'u�f{yt{�' .''��7�'; .. ` .., . � fir,' .,.. ��� ' 1 1 ` 10 i ... j _ _ ` c:D� �.'��r�y.u,•r Ala AND ':Y)'r ..sir/••r— .'�.+'�'�f i+ •.. ' tE AP A fir.• . . v 1/45 Y �o�"v eta. •4,,� Ah DAMIANOt5 - ' ..�+•"�'��• ...... -..— ...... - - r+rrwr•.+•:»rrr.•._._•.•. .w�r.M r.L.r rw.r. r..0 •..• r.w rrrwr.n.rr�•.+•..r•..r+ �� � . r .ti{ ' � ;.,• - .,•,.�.. .w sue' i All- TO 77COZ ri•rc.E 6U4aA,N7`-F6 •� �.�+Y, CgMra A5. .5u2v y /993. ,•t /oo :►� ; a, . , OE'+ 4'tG VAN ?�CJY4.1 P.:c. • 4'�'� y,,,`^+� ' 'NS�t� Gv�1NU Sv�vt YdkS .. 7.49 PAJt-CFI• 1 _ kTz) _ C0HH0EH7RL NOTES: t 1 . TURBINES SHALL NOT BE CONSTRUCTED IN DEPRESSIONS OR NATURAL - STORM RUNOFF CHANNELS. 2. OFF TURBINE PAD STORM RUNOFF WATERS SHALL BE DIRECTED AWAY ' FROM THE TURBINE PAD. FROM STATEMENT ' .f THE ABOVE DRAWINGS AND CALCULATIONS AND IDEAS, DESIGNS, AND ARRANGEMENTS 3. ELECTRICAL TRENCHES SHALL NOT CHANNEL OR PIPE STORM RUNOFF REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF EARTH SYSTEMS :::•°:::::fi `:" t GLOBAL, INC. AND NO PART THEREOF SIHALL BE COPIED, DISCUSSED TO OTHERS, OR WATERS TO TRANSFORMER OR TURBINE FOUNDATIONS. 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 EARTH SYSTEMS (GLOBAL, INC. VISUAL CONTACT WITH THESE 4. SEAL TOP OF PVC TUBES AROUND ANCHOR BOLTS WITH SILICON DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF CAULKING OR SILICON TAPE TO PREVENT WATER FROM ENTERING ACCEPTANCE OF THESE RESTRICTIONS. PVC TUBES AFTER TEMPLATE IS REMOVED FROM ATOP FOUNDATION. .. 5. THE QA/QC SPECIAL IINSPECTOR SHALL VERIFY IN WRITING ON THE RESPONSIBILITY STATEMENT ' CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND FOUNDATION CHECKLIIST SOILS ENCOUNTERED IN THE FOUNDATION CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS EXCAVATION AND PHOTOGRAPH. CHANGED SOIL CONDITIONS SHALL FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS BE IMMEDIATELY BROUGHT TO THE ENGINEERS ATTENTION FOR NACELLE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH RE—ANALYSIS. Q FABRICATION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED o ' CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 6. GEOTECHNICAL INFORWATION FOR FOUNDATION DESIGN PRESENTED IN: SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PINDAR WINERY WIND TURBINE PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND GEOTECHNICAL REPORT NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR 37645 ROUTE 25 FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PECONIC BAY, NY PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE DATED: JULY 22, 2011 SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BY: P.W. GROSSER CONSULTING PROJECT NO.: NONE w Z m TUBULAR TOWER _j J Q W� 0 ESGI SPREAD FOUNDATION C9 p W ONE TURBINE PROJECT = m TURBINE LOCATION ADDRESS: II 37645 ROUTE 25 PECONIC BAY, NY DRAWING INDEX SHEET NUMBER DRAWING TITLE REVISION # S-1 TITLE SHEET & DRAIWING INDEX 0 f:= " S-2 ASSEMBLY VIEW 0 ............. S-3 FOUNDATION PLAN SECTION 0 ==' ..: ::.:: S-4 EMBEDMENT RING, TEMPLATE RING, & FABRICATION DETAILS 0 NOMINAL DIMENSIONS NOTE: BASE FLANGE DIMENSIONS PROVIDED IN NOTE: .. "MARK" VALUE (M) VAL (FT) DESCRIPTION NORTHERN POWER SYSTEMS REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR COMMUNICATION AND GROUNDING LAYOUT. DRAWING TITLE: WT0002.01 BOLT RING, BASE, 37M TOWER : Hh 37 121 HUB HEIGHT / / fflo o � HE 21f DATED: 08 26 09 Lr uV Dr 21 6 DIAMETER OF ROTOR DRAWING NO.: 1000152 - : REVISION: C �� Oth 47.5 156 OVERALL TURBINE HEIGHT „y;;; ESGI SPREAD FOUNDATION Ar'PiOVED S NOTED D DATE : i I G, # S� FEE: G=_BYWr-�'_A__ NOTIFY BUILDING DEPARTMENT 765-1802 8 AM TO 4 PM FOR Tf;z- APPROVED FOR CONSTRUCTION FOLLOWING INSPECTIONS: SYSTEMSEARTH 1 FOUNDATION- TWO REQUIRED FOR ED DESIGN iCRITERIA NOTE: O 2 RO GHOF FMIING.ONCRETE PLUMBING, LOADING PROVIDED IN 1Z l�TRAPPING. ELECTRICAL�&CAULK'%G WIIND NORTHERN POWER SYSTEMS ON NORTHWIND 100 STRUCTURAL LOADS AND GEOMETRY SHEL ON L. STRINGER DATE 4 FINAL-CONSTRUCTION&IELECTRICwL EXTREME WIND LOADING PROVIDED BY TOWER AND TURBINE MANUFACTURER: HUB HEIGHT: 37M ROTOR DIAMETER: 21 M NEW YORK NO.: 87639 MUST BE COMPLETE FOR C.,O• EXP.: 11/30/2012 Fx (HORIZONTAL LOAD) = 28,000 LBS DRAWING NO.: 1006225 O ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Fz (VERTICAL LOAD) = 43,600 LBS REVISION: D ESGI SPREAD FOUNDATION E O R WIND TURBINE YORK STATE, NOT RESPONSIBLE FOR REVISION DATE: 5 F E B 10 DESIGN OR CONSTRUCTION ERRORS, SCALE: NONE s ", ry: ,, _mot M (MAXIMUM MOMENT)) = 2,471,000 FT—LBS SHEET: 1 OF 2 °��.�,. asi.;�..: OR ��oF New SEISMIC (DOES NOT GOVERN) NORTHWIND 1010 a r ti'.' IN. �,�P �LESL/ � 2009 INTERNATIONIAL BUILDING CODE WIND TURBINE GENERATORr�"Pr.. F ;ITI -IC *a , ���' . n NOTE: o � ;i t ;4'* t.; 4r Ul q'+ram Pjjl' �1 W THE TURBINE PURVEYOR (B.O.P. CONTRACTOR OR PROJECT OWNER) SHALL VERIFY THAT TURBINE ON A PROPRIETARY WARNING Z '` Lam—' MANUFACTURE CONCURS WITH LOADING TABULATED VALUES ABOVE AND NOTIFY THE ENGINEER. THIS DESIGN AND THESE DRAWINGS ARE CONFIDENTIAL AND PROPRIETARY. IF YOU DO NOT HAVE A SET ASSIGNED AND NUMBERED SPECIFICALLY TO `�' E, °� va3 37 METER HUB HEIGHT TOWER YOU. RETURN THESE IMMEDIATELY TO EARTH SYSTEMS GLOBAL, INC. T,rg NOTE: ELECTRICAL � Z l Z. 1� WIND LOADS ARE GREATER THAIN SEISMIC LOAD AS DETERMINED BY THE 2009 THIS SET NO. ASSIGNED TO: INSPECTION RECU6>"� FiELTON L. STRING R DATE o INTERNATIONAL BUILDING CODE. n n W YORK NO.: 87639 I u EXP.:: 11/30/2012 THIS FOUNDATION WAS DESIGNED FROM EXTREME AND MAXIMUM OPERATION WIND LOADS ISSUED FOR CONSTRUCTION 08/10/11 AND FREQUENCIES AT THE BOTTOM OF THE TOWER PROVIDED BY THE TURBINE AND APPROVED FOR CONSTRUCTION REV 0 TOWER MANUFACTURER. 25 DIA. SPREAD FOUNDATION COPYRIGHT © 2011 ROTATIONAL STIFFNESS = 2.5 GN—M/RAD MINIMUM W/ OPTIONAL OCTAGON ADDITION PINDAR WINERY TITLE SHEET 8c DRAWING INDEX EARTH SYSTEMBY S GLOBAL, INC. EARTH SYSTEMS GLOBAL, INC. PLOT INFORMATION: ISSUED FOR CONSTRUCTION 08/10/11 — REVISION . ------- _.-. _ _ PREPARED FOR: DESCRIPTION: P&H JOB NO.: 11-112 79811 C COUNTRY CLUB DRIVE FOUNDATION ENGINEERING DATE: 0 8/10/11 REV __-._-------__--_--_-....—.-_--_--__..---- $�IPTIQN-.._-_._---.-__. .---- —_—_..—. ----------- --II3Y G R E E N L O G I C ENERGY, L L C ESGI 5' DEEP X 2 5' DIA. SPREAD FOUNDATION ESGI JOB NO.: Earth Systems _ . ___ __BERMUDA DUNES, CA 92203 GEOTECHNICAL ENGINEERING SCALE: --- ESGI SHEET NO.: aSSHOWN --------------------------- _... ------------------------------- ------....._....__-------------------------------------------- ----------- -----.----------- --- -----------------------------------_-------------------------------------------------------------------- _-------------- 425 COUNTY ROAD 39A, SUITE 101 N O R TH WI N D 100 ON A 3 7 M H H TOWER FOUNDATION PLAN PHONE: (760) 345-1588 WIND, SOLAR & GEOTHERMAL Global Inc. DRAWN BY. -------- - -------- ---- -.._. .. _ . ..__...-------------------- . T , NY 11968 FOR SHEETS T ON FAX: (760) 345-7315 CONSTRUCTION TESTING JK ISSUED FOR CON TR C : TELEPHONE: 631 - 771 - 5152 PINDAR WINERY WIND TURBINE 08 10U 11 Engineering For The Future WEB: WWW,earthsys.com GEOLOGY APPROVED: SLS — ------- --- ------ -------------------- — -- -- — -------------------- ----- W W W. green I og i c.com CONIC BAY NEW YORK LICENSE NO.: 87639 � REVISION NO.: GENERAL FOUNDATION NOTES: SPECIAL INSPECTION NOTES: CUHHOEHURL 'j:. CONTRACTOR SHALL VERIFY ALL DIMENSIONS (PRIOR TO STARTING WORK. DISCREPANCIES IN THE 1. THE ENGINEER OR HIS REPRESENTATIVE SHALL VERIFY THAT THE SOIL CONDITIONS MEET THE MINIMUMDIMENSIONS OR SITE CONDITIONS SHALL BE. BROUGHT TO THE ATTENTION OF THE OWNER BEFORE REQUIREMENT. ADJUSTMENTS FOR ROCK OR GROUNDWATER, IF ENCOUNTERED, MAY BE REQUIRED AS PROCEEDING WITH THE WORK. DIRECTED BY THE ENGINEER. RECOMMENDED CONSTRUCTION SEQUENCE: 2 "..(ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING: 2. CONCRETE SHALL BE BROUGHT UP UNIFORMLY AND VIBRATED IN ACCORDANCE WITH NOTE 5 OF GENERAL 1. EXCAVATE FOUNDATION HOLE BY TRACK EXCAVATOR. EXCAVATION HOLE MUST BE A ,_ .. CONCRETE: USA - ACI 3118-2005 (EXCEPT TREMMIE REQUIREMENTS SEE #27) FOUNDATION NOTES WITH EXCEPTION OF THE BOTTOM 2 FEET OF THE FOUNDATION WHERE CONCRETE MINIMUM OF 12 INCHES BEYOND THE CMP DIAMETER. TRENCH FOR CONDUITS. PLACE ........... ; * SLUMPS UP TO 7 INCHES ARE ALLOWED. CONCRETE SLUMP TESTS AND CONCRETE COMPRESSION TEST AND SECURE CONDUITS AND GROUNDING. AGGREGATE: USA - ASTM C-33; MAXIMUM 1 INCH AGGREGATE SAMPLES SHALL BE OCCASIONALLY TAKEN FROM CONCRETE POURS OF THE FOUNDATION AT THE INSPECTORS OPTION FOR STRENGTH COMPARISON WITH LOWER SLUMP CONCRETE POURS. SLUMPS 2. POUR LEVELING SLAB AND ENCASE CONDUITS IN CONCRETE. STRUCTURAL STEEL: USA - AISC 113th EDITION GREATER THAN SPECIFIED MAY BE CAUSE FOR CONCRETE TESTING REJECTION. MAXIMUM TIME IN TRUCK IS 90 MINUTES OR 300 REVOLUTIONS. DRUM SHALL BE TURNED A MINIMUM OF 30 REVOLUTIONS AFTER CEMENT: USA - ASTM C-150 ADDING WATER. D 3. PLACE LOWER BOLT MAT. REINFORCING STEEL: USA - ASTM A-615 (WITH MODIFICATIONS AS NOTED) 3. A MINIMUM OF FOUR CONCRETE TEST CYLINDERS SHALL BE TAKEN FOR EACH COMPLETE FOUNDATION. 4. ASSEMBLE TOWER BOLT CAGE WITH TEMPLATE OUTSIDE EXCAVATION. '` ADDITIONAL CYLINDERS SHALL BE AT THE OWNERS EXPENSE. CURING AND TESTING OF TEST CYLINDERS, 3 sCEMENTITIOUS MATERIAL RECOMMENDATIONS EVALUATION AND ACCEPTANCE OF CONCRETE SHALL CONFORM TO ACI 318, SECTION 5.6. 5. LOWER BOLT CAGE CENTERED INTO EXCAVATION, LEVEL, AND SECURE. ::.:::: A. STRUCTURAL CONCRETE - MIN. 5,000 PSI( AT 28 DAYS, MINIMUM 6.5 SACK OF CEMENT, WATER CEMENT RATIO OF 0.50 + AND A 5 INCH MAX. SLUMP. 4. CERTIFICATION OF BOLT STRENGTHS AND REINFORCEMENT GRADE ALONG WITH MILL CERTIFICATIONS AND 6. INSTALL PERIMETER CMP. FIRST CONCRETE POUR - MIN. 2,000 PSI AT 28 DAYS, MINIMUM 5 SACKS OF CEMENT, WATER HEAT NUMBERS SHALL BE PROVIDED BY THE CONTRACTOR FOR THE ENGINEER FOR ALL STEEL. 0 CEMENT RATIO OF 0.50 + AND 5 INCH MAX. SLUMP. ,-:-.,C. BACKFILL AROUND CMP AND/OR CONDUIT TRENCH - 100 PSI SAND/CEMENT SLURRY AT 28 DAYS, 5. SAMPLES FOR MATERIAL TESTS SHALL BE PROVIDED TO THE ENGINEER UPON REQUEST AT NO ADDITIONAL 7. PLACE AND SECURE RADIAL REBAR, STIRRUPS, HOOPS, AND TOP BOLT MAT. MINIMUM 3 SACKS OF CEMENT, WATER CEMENT RATIO OF 1.6 + AND A 8 INCH MAX. SLUMP. COST TO THE OWNER. = =.I 8. POUR STRUCTURAL CONCRETE AND FINISH. WATER REDUCERS, 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 :. AVOIDED WHERE REASONABLE. THE CEMENTITIOUS MATERIAL MIX DESIGN SHALL BE DEVELOPED AND RIGIDLY IN PLACE DURING PLACEMENT OF CONCRETE OR DURING TRANSPORTATION OF THE BOLT ASSEMBLY 9. REMOVE TEMPLATE ASSEMBLY 8 HOURS MINIMUM AFTER POUR. RESET TEMPLATE AT PRESENTED TO THE ENGINEER FOR APPROVAL ALONG WITH TEST RESULTS INDICATING REQUIRED FROM FABRICATION YARD TO THE EXCAVATION. O SUBSEQUENT FOUNDATION. ALLOW CONCRETE TO CURE WITH A MINIMUM OF 3,000 PSI STRENGTHS INDICATED ABOVE HAVE BEEN REACHED. PRIOR TO BEGINNING TOWER ERECTION. 7. DEVIATIONS FROM THE PLAN REQUIRE WRITTEN APPROVAL BY THE ENGINEER. PROPOSED CHANGES SHALL BE ` NORMALLY CEMENT SHALL BE TYPE II PORTLAND CEMENT IN ACCORDANCE WITH ASTM C-150. SHOWN ON SHOP DRAWINGS PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR 10. ALL CEMENT SELECTION SHALL BE DETERMINED BY CONCENTRATIONS OF SOIL BORNE SALTS PRESENTED REVIEW AND APPROVAL. CONSTRUCTION SHALL 0 I ACCORDANCE WITH SAFETY STANDARDS OF 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 ACI 318-2005 CHAPTER 5 (USA);. ALL CHECKLISTS, FIELD REPORTS, AND ANY SUBSTANTIAL DEVIATIONS FROM THE PLAN. THE FOUNDATION CONCRETE SHALL BE VIBRATED WITH MINIMUM 2 INCH (50 mm) VIBRATORS IN GOOD 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 3 DAYS AFTER PLACEMENT. 9• ALL CONSTRUCTION WORK SHALL BE DOCUMENTED ON AS BUILT PLANS AND FOUNDATION CHECKLISTS. DIGITAL PHOTOGRAPHS SHALL BE TAKEN OF THE EXCAVATION AND STEEL PLACEMENT AND 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. NO 10. ALL CONSTRUCTION WORK SHALL BE CLOSELY OBSERVED BY A QUALIFIED THIRD PARTY INSPECTOR CONCRETE OR SLURRY SHALL BE PLACED WITHOUT JOB CARD SIGNOFF BY THE ENGINEER OR HIS PROVIDED BY OR APPROVED BY THE ENGINEER. REPRESENTATIVE. THE APPROVAL SHALL INDICATE THAT ALL DIMENSIONS AND REINFORCING STEEL Of ARE IN SUBSTANTIAL CONFORMANCE WITH THE PLANS. THE ENGINEER'S REPRESENTATIVE SHALL BE 11. BOLTS SHALL HAVE SHAFT LIMITS (CLASS LCI) OF 0.004 INCH (Q 10 mm) AND HOLES SHALL HAVE LIMITS LLd -a-� 6 PRESENT DURING PLACEMENT OF THE CONCRETE. (CLASS LCI) OF 0.005 INCH (0.125 mm) IN ACCORDANCE.;kVITLJ, ,MERICAN NATIONAL STANDARDS INSTITUTE 2 r : ) (ANSI). `.�,..,..�. � ~ 9. REINFORCEMENT SHALL BE SUPPORTED TO OBTAIN BAR PLACEMENT AND SPACING AS INDICATED ON Q THE PLANS. SEE ACI MANUAL OF CONCRETE PRACTICE PART TEMPLATE BOTTOM RING ;3. 12. THE CONTRACTOR, OWNER, AND ENGINEER OR 1-11S-<REPRESFN ;;TIV E MAY MEET PRIOR TO CONSTRUCTION FOR W/ 1/8" BEVELED EDGE » _ A PRE CONSTRUCTION CONFERENCE. I (BY OTHERS 10. THE LOCATION OF ANY CONSTRUCTION JOINTS£••SHALL� BE APR�iOVED BY THE ENGINEER. „.T , ,�:---- m ) a THE PLANS SHALL BE REVIEWED AND AN �r.Ml wD CF EC --UtT KEPT ALONG WITH COMMENTS NOTED. 11. MINIMUM CONCRETE COVER FOR REINFORCING FEL.SHALL BE �.;JNCHES (75 mm) FOR CONCRETE (b) THE SPECIFICATIONS SHALL BE REVIEWED :.1iy"DE;..*IL. J PLACED IN DIRECT CONTACT WITH EARTH AND 2 INCHES (50 rrrf'n) FOR CONCRETE EXPOSED TO THE (c) THE CONTRACTOR SHALL PRESENT HIS CONSTRUCTION MET��LS AND PROCEDURES ALONG WITH A Q ELEMENTS AND 3 INCHES (75 mm) FROM IfWI`EF,-ORS 0UTER--C. lP CRITICAL PATH CONSTRUCTION SCHEDULE."., - , W 1 12. FOR CONDUIT AND GROUNDING SYSTEM LOCAITION.....AND ORIEqTATJON SEE CONDUIT SCHEDULE SHEET 5 13. SLURRY TEST RESULTS (BEFORE CONSTRUCTIO��,BEGINS) F'�i 3,:SACK SLURRY SHALL BE PROVIDED. ` SLURRY SHALL BE RANDOMLY TESTED. s=- OF THESE PLANS IF AVAILABLE OR ELECTRICAL ENGINEER'G:.:PtANS. IF DIFFERENT ELECTRICAL .. Q ENGINEER'S PLANS SHALL SUPERSEDE. 14. TURBINE PAD GRADING SHALL MEET ALL SPECfF1.CATI.nNS. 13. TRENCHES FOR GROUNDING AND SECONDARY ELECTRICAL CONDUIT SHALL BE 3 SACK SAND CEMENT �- = t L- J .: MATERIALS BY SUPPLIERS: I L,»{'...A, �.,".....w...�`f SLURRY BACKFILL. # 1. ANCHOR BOLTS TO BE PACKAGED INTO GROUP . :i F 30 OR:....A.T._CONTRACTOR'S OPTION. 14. ALL MISCELLANEOUS METAL WORK SHALL BE A 3 +- FLAME CtfiT' IS O.K. IF APPROVED BY THE ........... :.. ............. ENGINEER. --- _.. ".x". 2. ANCHOR BOLTS TO BE FITTED WITH PVC SLEEVES...PVC I E5y FOR ANCHOR BOLTS SHALL CONFORM TO ,.... I ASTM A1784, TYPE 1 MANUFACTURED ASTMD2?41.. x� DR21 `,y y,G"ESS. 15. THIS PLAN NOT VALID WITHOUT AN ACCOMPANYIIJG-SOILS REPORT APPROVED BY THE ENGINEER. 3. EMBEDMENT RINGS MAY BE SPLICED TO FACILI'T»?�-"SHIPPIN`+ ;i F,i3EGMENTS AND RAPID FIELD ASSEMBLY :: ....: . 16. ALL EXTERIOR BACKFILL TO FACILITATE POSITIVE;:6�,RINAG .` g1 AY FROM THE FOUNDATION SHALL BE INTO CONTINUOUS RING FOR PLACEMENT INSIL'1= `0r-f 'ER C1 :F' �:'�$ SHOP DRAWING OF SPLICE PLATE SHALL COMPACTED TO 95% (ASTM D-698) OUTSIDE./4:F, SLURRYr-ANI) SHALL CONSIST OF CLEAN MATERIAL. BE PROVIDED TO THE ENGINEER BY SUPPLIER' �R APPROVAi:;;:::.if THE SPLICE PLATE PROPOSED DOES NOT INTERIOR FOUNDATION BACKFILL TO BE UNCbIvI:P..,.ACTED. REMOVE ROCKS IN EXCESS OF 2 FEET (0.6 CONFORM TO DETAIL 9 SHEET S-4 OF THESE'.#:r:i;".AN& M) IN DIAMETER FROM INTERIOR BACKFILL. COMPACTION_TE- NG AS APPROVED BY THE ENGINEER, `..:: :�.: :. T�pif, SHALL BE PERFORMED BY AN ACCEPTABLE GEOTECHNICAi FIRM: THE COST OF COMPACTION TESTING 4. THE TOP & BOTTOM OF THE CMP SHALL BE 00T -TC� FORt C;PLANE NOT VARYING MORE THAN 2 INCHES p� T TOWER BOLTS SEE CHART S-3 ..... ••....$ € nir rN uL r n� q/ F 3 NUT, 1 WASHER F=R BOLT SHALL BE PAID FOR BY THE CONTRACTOR/(OVWNER::J ;..................... (50 mm) MORE OR LESS FROM LEVEL. THE L..:,.' ,;',. OF 1 SHALL NOT VARY MORE THAN 3 INCHES N �� ( - ) N q i :u-"w M»- :•:.. (75 mrn) MORE OR LESS FROM THE LENGTH t?'E:i fPED B!5 THESE PLANS. 17. POSITIVE DRAINAGE SHALL BE PROVIDED AWA�Y.,FROM FOUND"ATI(7NS AT A MIN. 5% SLOPE IN ALL " T - F'4'O O S� #6 REBAR HOOPS 20' SEGMENTS 6 DIRECTIONS FOR AT LEAST 10 FEET. NO P(0 DING»-OF WATER,'..ALLOWED ON TURBINE BUILDING PAD. N T`"f» '� o Iv 5. BOLT HOLE TOLERANCES FOR THE TEMPLATE {s:i. .�.r::::1-ivIBEDM �J:v;'riNGS FROM SPECIFIED DIMENSIONS SHOWN T AEVENLYSPACED - . :_,», ON THESE PLANS. :: ��F r ;.:... � CENTER BETWEEN 18' DIA. AND 6.42' DIA. 18. NO WELDING OF REINFORCEMENT STEEL OR ANCI40P.'80LTS.,,-JU.NLESS APPROVED BY THE ENGINEER. (a) BOLT CIRCLE DIAMETERS WITHIN 1/16 INCH.(, 'o: t> m) Iv1 RE-.OR LESS. LENGTH WITHIN 1 INCH v• :_.. TOP TOTAL OF 7 (b) SPACING BETWEEN BOLT HOLES 1/32 INCH :;i;l"<s;:Vim) - 'i 'ORE OR LESS - 1/16 INCH MORE OR LESS BOTTOM TOTAL OF 7 19. LC`OSE MATERIAL SHALL BE REMOVED AND/OIR`�CONSOLIDATED,.•FOR ENGINEER OR HIS REPRESENTATIVES ACCUMULATIVE. GROUT TROUGH CREATED BY CONCRETE FLOOR APPROVAL. SUBGRADE OVER EXCAVATION SAND-COMPACTIJN'SHALL BE IN ACCORDANCE WITH THE ` TEMPLATE BOTTOM RING c RINGS SHALL NOT VARY MORE THAN 1 4 INCH �; mm) OU:!.»OF LEVEL. REFERENCED GEOTECHNICAL REPORT ON SHEET S-�" EXCAV,�T(ON SHALL BE CLEAN AND FREE FROM ( ) / (� � "" 8 BOLT MAT SEE LOOSE MATERIAL AND THE JOB CARD SIGNE[ OBE Y THE ENGINEER OR HIS REPRESENTATIVE PRIOR - # f- } 6. RING THICKNESS SHALL NOT VARY MORE THAf�� 1/, 2',INCH'(t38 'rnm). DETAIL 9 SHEET S-4 ............... s :::; TO PLACEMENT OF STEEL. t;:.k.,...... 3.. ........` .......... "CMP" 5'x25" DIA. 3"1x1" -a 7. STYROFOAM BLOCKOUTS TO BE PACKAGED INTO..J"PER TGGVE_R.._AND CUT INTO HALVES ALONG LENGTH. CORRUGATED METAL PIPE 12 GAUGE 20. ROCK CAVITIES UNDETECTED BY ON SITE GEOTEGHN:CCAL f GEOP-HYSICAL INVESTIGATION ARE NOT - CONSIDERED BY THIS FOUNDATION DESIGN. 1HE-EN.GINEEI µ SHALL BE NOTIFIED OF ANY SUBSTANTIAL REFER TO DETAIL 12 SHEET S-4 OF THESE P.L,�N ;:: STY�'Oi-wAivl BLOCKOUTS ARE NOT REQUIRES IF TOWER IS TO BE SUPPORTED ON SHIM PACKS. "` "..t- ...... ......::. K CAVITIES ENCOUNTERED AND MEDIATIMG ACTIONS TAKEN: ROC C ...... »m, •» . 1 ##« 1 I EDGE OF EXCAVATION 8. EXPOSED THREADS ABOVE BASE PLATE SHALL T3L ( UVEREl3 V�I:IT'; A CAP OR EQUAL AS APPROVED BY THE E ENGINEER AND"'AGENCY APPROVALS SHALL BE USED s' 'I 21. ONLY APPROVED PLANS WET STAMPED BY THE ENGINEER. PLASTIC CAPS SHALL BE PACKED WITH GREA-:E ": aY TOWER INSTALLERV FOR CONSTRUCTION. THE CONSTRUCTION CON SHALL-MAINTAIN A COMPLETE SET OF THE �' ) ADDENDA AND REVISIONS..ON SITE FOR CONSTRUCTION. » ; MOST RECENT APPROVED PLANS, # I � �< -' • °, ° � ,. I € ' 9. NUTS SHALL BE HEAVY HEX NUTS CONFORMING TO ASTM V. 94- (°GRADE 2H, PLAIN FINISH OR ASTM A563 " - < °'` t v s s I"`m' """ ` I F NUT TOP AND BOTTOM OF EAUR-BULT WILL PREVENT THE PVC SLEEVE FROM 22. GROUT SHALL BE FIVE STAIR PRODUCTS, INC.. FIVE STAR FLUID GROUT 100 HIGH PERFORMANCE GRADE DH, PLAN FINISH. S _ PRECISION NONSHRINK FLUID GROUT OR EQUAL. GROUT SHALL BE UTILIZED TO FILL GRO UT TROUGH SLIDING OFF OF BOLT. THE REMAINING NUT FOR EACH ANCHOR BOLT SHALL BE PACKAGED IN SEPARATE UNDER TEMPLATE: (GROUTING BY TOWER IN'STALLER) CONTAINERS (KEGS) LABELED "HEAVY HEX NUTS" AND THE NUMBER OF NUTS CONTAINED. ONE PERCENT . COMPRESSIVE STRENGTH, ASTM C 942 (C109 RESTRAINED): (1%) EXTRA NUTS SHALL BE SUPPLIED. '. MINIMUM WATER MAXIMUM WATER7. ° 1 DAY 5,800 PSI (40.0 (MPa) 3,500 PSI (24.2 MPa) 10. HARDENED WASHERS SHALL CONFORM TO ASTM F436, PLAIN FINISH. ONE PERCENT (1%) EXTRA WASHERS 3 DAY 7,500 PSI (51.8 WPa) 6,000 PSI (41.4 MPa) SHALL BE SUPPLIED. ' S , M a 6,500 PSI 44.9 MPa :-:---+r,. .::-i-.-:- .:�.��-;.�, :,....::r-;+...'+#.: :.:...:..:.:: -_- :;: ...:... AY 8 000 PSI 55.2 I P ,.., i.. T., .,r, ...;.:�;::�::;i?.;;r;?;; .r:+--:::..,. <+:..;;:. ,.,-;--iCF':,%`-i:-;q;� .s:,,..:s?z::I;`-i<..i+i: .E;i; ,is:;..t� .r;;• , ( ) ( 28 DAY 10,000 PSI (69.0 (MPa) 8,000 PSI (55.2 MPa) 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING IN PLACE THE EMBEDMENT RING TO PREVENT ....................... ........................... ........+........... .......,.............. . MOVEMENT DURING CONCRETE POUR. THE CONTRACTOR MAY USE THE CENTERING SHOES, REBAR, DOBIES, 6„ CONTRACTOR SHALL FOLLOW ALL MANUFACTFURES INSTRUCTIONS. OR EQUAL IF THE CONTRACTOR DEMONSTRATES TO THE SATISFACTION OF THE QA/QC INSPECTOR THE #8 BOLT MAT SEE STIRRUP "TYPE E" CONTRACTOR'S METHOD IS WORKABLE. DETAIL 9 SHEET S-4 SEE CHART S-3 CONCRETE LEVELING COURSE 23. ANCHOR BOLTS SHALL BE ASTM A-615 GR 75 STEEL BOLTS OR EQUAL WITH COLD ROLLED THREADS EMBEDMENT RING RADIAL REBAR "TYPE C & D" 4" THICK OR APPROVED EQUAL. BOLTS MANUFACTURED BY WILLIAMS FORM ENGINEERING, OR EQUAL. ONE SEE CHART S-3 (2,000 PSI ® 28 DAYS) PERCENT (1%) EXTRA BOLTS, NUTS, AND WASHERS SHALL BE SUPPLIED. REINFORCING BARS SHALL RADIAL REBAR "TYPE A & B" BE ASTM A-615, GRADE E50 (USA). SEE CHART S-3 24. CONCRETE SHALL BE PLACED PER ENGINEER"S DIRECTION OR HIS REPRESENTATIVE. IN ACCORDANCE WITH #5 ABOVE. - 25. ANCHOR BOLTS SHALL BE TENSIONED IN ACCORDANCE WITH THE BOLT TENSIONING SEQUENCE SHEET S-3 OR AS DIRECTED BY THE ENGINEER. NOTES FOR CORRUGATED METAL PIPE CORRUGATED METAL PIPE (CMP) USED FOR CANS SHALL MEET ASTM A929 (YS=33 KSI) OR ASTM *, GaF NEw 26. CONCRETE CURING COMPOUND SHALL CONFORM TO ACI 308-4.2.3.1. THE CONCRETE CURING , COMPOUND SHALL BE APPLIED IN TWO COATS. CONTRACTOR SHALL PROVIDE THE ENGINEER A COPY A444 (YS= 50 KSI) SPECIFICATION. CMP TO BE GALVANIZED FOR CORROSION PROTECTION. ;; "^�, �P ��s�iE O OF THE MANUFACTURER'S INSTRUCTIONS. +' ;+tf,";:;..,,. �,• �Z �( CORRUGATED METAL PIPE SHALL BE HELICAL INTERLOCKING SEAM - ' /7. TREMMIE TUBE SHALL DIRECT CONCRETE BETWEEN CMP'S. SLURRY MAYBE PLACED WITH FREE FALL + w to- O AASHTO DESIGNATION: T 249- CURRENT STANDARD)). =` �� m w a PER ACI 336-3.5.6 ( ( Z ? !!+ Q . F=228. MATERIAL QUANTITIES ARE FOR BID PURPOSE S ONLY. THE CONTRACTOR SHALL DETERMINE " PROPRIETARY WARNING `��' o CONSTRUCTION QUANTITIES. '�"= ' '• -:>>-`�:i%- THIS DESIGN AND THESE DRAWINGS ARE CONFIDENTIAL AND PROPRIETARY. A9 � IF YOU �9. SHIMS (4 SHIM PACKS 4 IN. WIDE BY 6 IN. (LONG) MAY BE UTILIZED TO SUPPORT AND POSITION THE NOT HAVE A SET ASSIGNED AND NUMBERED SPECIFICALLY TO FESSION 1fl- TOWER BASE SECTION DURING TOWER ERECTION IN LIEU OF LEVELING NUTS IF APPROVED BY THE CONVERSIONS YOU. RETTUU RN THESE IMMEDIATELY TO EARTH SYSTEMS GLOBAL, INC. ENGINEER. ENGLISH TO METRIC , THIS SET N0. ASSIGNED TO: 2 8 It I 1000 PSI = 6.9 MPa SHELTON L. STRINGER 1) E� cz==330. FINISHED GROUT TO BE SPRAYED WITH AN APPROVED WATERPROOF SEALANT. IF ANY GROUT 1" (INCH) = 25.4 mm CRACKING OCCURS CRACKS SHALL BE FILLED WITH DRY CLOTH AND GROUT THEN RUBBED WITH A 1' (FOOT) = 0.305 M NEW Y1/ NO.: 87639 1 EXP.: 1/ ISSUED FOR CONSTRUCTION 08 10 11 30/2012 WET CLOTH. / / APPROVED FOR CONSTRUCTION REVS 0 25 DIA. SPREAD FOUNDATION COPYRIGHT © 2011 W/ OPTIONAL OCTAGON ADDITION ASSEMBLY VIEW EARTH SYSTEMS GLOBAL, INC. PLOT INFORMATION:ISSUED FOR CONSTRUCTION 08/10/11 PINDAR WINERY BY EARTH SYSTEMS GLOBAL, INC. DATE: ------.-----------------..--REVISION...-------.-__-..-. .------------------------------.--.------------------__-_---___-- PREPARED FOR: DESCRIPTION: P&H JOB NO.: 11-112 79811C COUNTRY CLUB DRIVE FOUNDATION ENGINEERING 08/10/11 REVS.-___---- = - ----..-.------- -- �P�,�N-.--.-__ ... .._.....-- � GREENLOGIC ENERGY, LLC ESGI 5 DEEP X 25 DIA. SPREAD FOUNDATION Earth Systems -- ---- - - -- - --- BERMUDA DUNES, CA 92203 GEOTECHNICAL ENGINEERING SCALE: -- ..--- - ------ - --- - ____ ---------. .--.-- -- SGI SHEET S I J N .: E NO.: As SHOWN -- _.._ __ - - - - 425 COUNTY ROAD 39A, SUITE 101 NORTHWIND 100 ON A 37M HH TOWER FOUNDATION PLAN --- -- -------- - __ _ -------- ---------.. ------ --------- ---- --- S-2 - M AL '-'.... ................................................................................................. ..................................'-----............--------.......--......--..--......................------....--------------'------......---..... � Global , Inc. PHONE. (760) 345 1588 WIND, SOLAR & GEOTHERMAL DRAWN BY: .......... ... .... ............................ ... .. ... .... .......................... . .. _ S 0 U TH A M P TO N N Y 11968 FOR 4 SHEETS J K ............. ISSUED FOR CON TRUC ON: FAX: 760 345-7315 CONSTRUCTION TESTING ....................................... ..-....................... -- " ....................................-..-.........--.-..............---........-..-.....-.....-......... ........................ .......................-.....-.-...-............-..-.............----------------------------------------------------------------------- En Engineering For The Future ( ) APPROVED: - -- ---- .--.-------... TELEPHONE. 631 - 771 - 5152 PINDAR WINERY WIND TURBINE 08 10 11 9 9 WEB: www.earthsys.com GEOLOGY s�s _ _.--_._ -- --- -----=-- -- -:...... :::_: -- ----- -- w w w. g r e e n l o g i c.c o m CONIC BAY, NEW YO R K LICENSE NO.: 87639 REVISION NO.: ..... ....... ....... ...... ....... ...... ...... ....... ...... ....... ....... . ...... ....... ..... ....... ...... ....... ....... ...... ....... ...... 9.33' O NHDEMILIL1L ....... ........... 99 100 9 ............. 9 11 "TYPE A" 9� � + � lt 13 t 0 9194 98 1 1�\ �2 1 4 1 7 1#8REBAR8TYPE A = 16.5 LF 7_\q%8%0 LAST IN SEQUENCETYPE B = 16.5 LF 8 O_o 21 U') 2-86 22-*.--2' 83-,0--84 24-*.,25 "Eld" INSIDE RING DIA.. "TYPE B"(SEE TABLE ON S-4)/, 8��2 26'-* ,__27 ....... "0 279-0 4�-29 "EOd" OUTSIDE RING DIA. 10.00. 8(SEE TABLE ON S-4) 0- 78 *-30 7.33':::::::-;::::7.Bd" OUTSIDE TOWER BOLT DIA.. 0-7 4-0 -4) (SEE TABLE ON S 77 0-31 "TYPE C" 4P-7632-o TENSIONING75-� NUMERIC SEQUENCE 33 0-74 34-0MAT #8 REBAR(SEE DETAIL ON S-4) TYPE C = 14.5 LF 73-*072 FINAL ANCHOR BOLT36_035 TYPE D = 14.5 LFCMP- LO (BY TOWER INSTALLER) (SEE CHART THIS SHEET) 7r_'., 70 TENSION = 30,000 LBS. 3a,00- 37 ELONGATION 0.08"15goop 41_01--39 "TYPE A & B" 064�6(SEE CHART THIS SHEET) 61'* 41 "TYPE D" 0,4 440"TYPE C & D" 65 2 % 3 "TYPE E"- (SEE CHART THIS SHEET) 048(SEE CHART THIS SHEET) --- 8.00' 61 P58 5076- -- ------ 5: 5#66 REBAR HOOPS 20' SEGMENTS EVENLY 53SPACED 12" ON CENTER BETWEEN 22' BOIL I0"I GDIA. AND 6.42' DIA. "TYPE A AND C" ANCHOR BOLT TIGHTENING TOP TOTAL OF 9BOTTOM TOTAL OF 9 NOTE: BOLT TENSIONING PROCEDURES ARE UNDER SMIBUPONREQUEST FROM EARTH SYSTEMS GLOBAL, INC. OPTIONAL 25' OCTAGON 5 FT DEEP X 25 FT DIA SPREAD FOUNDATION SEE DETAIL 9 (SEE SHEET 4) FOR "TYPE E" ADDITIONAL #4 REBAR FOR CORNERS "MARK" VALUE UNITS DESCRIPTION "TYPE B AND D" Dab 1.0 IN OUTSIDE DIAMETER OF TOWER ANCHOR BOLTS #7 GR 80 Lab 60 IN LENGTH OF TOWER ANCHOR BOLTS 1On *-- #6 REBAR STIRRUP Nab 100 EA NUMBER OF TOWER ANCHOR BOLTS Le 48 IN TOWER ANCHOR BOLT EMBEDMENT LENGTH Dpvc 1.0 IN DIAMETER OF PVC PIPE SLEEVE CMP 25 FT DIAMETER OF CMP / O lot TC)D OFSPREAD COMPACTED BACKFILL FOR IMMEDIATE FOUNDATION HCMP 5.0 FT OVERALL HEIGHT OF OUTER CMP 12 GAUGE (OPTIONAL) POSITIVE DRAINAGE AROUND TURBINE TYPE A 49 EA #8 REBAR RADIAL BAR TOP BUILDING PAD5% MIN . .. .. . . . ... . ... TYPE B 49 EA #8 REBAR RADIAL BAR BOTTOM ..........'-R-ADE"; #8 REBAR RADIAL BAR TOP i� i _ TSUB TYPE C 1 EA!IJ1 11 EDGE OF EXCAVAT�:ONTYPE D 1 EA #8 REBAR RADIAL BAR BOTTOM COMPACTED BACKFILL, 100 PSI CMP SAND/CEMENT SLURRY, OR ALTERNATIVE TYPE E 50 EA #6 REBAR STIRRUPS ON A 12.0' DIA.MATERIAL APPROVED BY THE ENGINEER ADDITIONAL #4 RE8AR FOR CORNERS MAT 4.5 FT SQUARE MAT W/ 12 #8 BOLTS SEE DETAIL 9 (SEE SHEET 4) ............. TOTAL OF 32 RADIAL STEEL EXTENSIONS .DETAIL NOTES:FOUR (4) PER OCTAGON CORNERDRAINAGE 1 . WILLIAMS FORM ENGINEERING CORP. 0.875" (1.0 OD) 100 TOTAL ASTM-615 GRADC,.,..... :,:Ot:. -6FROM FOUNDATION TOWER BOLTS SPECIFIED.2. TOP OF THE CONCRETE FOUNDATION SHALL SLOPE 3/4 OF AN INCH FROM THE RIMDE.R: OF THE TOWER BASE FLANGE TO THE PERIMETER OF THE CONCRETE FOUNDATION. .TOWER WALL 4" ELECTRICAL PVC .(SEE ELECTRICAL DRAWING)DETAIL r2 3 DETAIL 0PVC PIPE LAYOUT S-4 GROUT TROUGH0. 0DETAIL SLAB 2" COMMUNICATION PVC4" ELECTRICAL PVC (SEE ELECTRICAL DRAWING) ,DRAINAGE DETAIL . ..... ..2" COMMUNICATION PVC -TOWER WALLFROM FOUNDATION ' BLOCKOUT LAYOUT S-42" PVC DRAIN y al J, .............. ANCHOR BOLT �I:ISUBGRADEL�i:ij"TYPE A" ji:i:� JJ�:;-�jjj :! 2" PVC DRAIN jjjjj :,:_.: :;..............i j- TYPE C" 1T �: +ff 2" 45' ELL0 It LO U�1. f 6#6 REBAR HOOPS 20' SEGMENTS EVENLYDIA. 04SPACED 12" ON CENTER BETWEEN 22AND 6.42' DIA. C)TOP TOTAL OF 9 E TYP D NUT & WASHER BOTTOM TOTAL OF 9TYPE B* A `:!1 ,VV,L BASE 4FLANGE .$J5,000 PSI CONCRETE 0OF Nr�jjiuFOUNDATION FLOOF� -SLSEE SHEET XCOMPACTED BACKFILL1" DEEP GROUT THROUGHDETAIL54" THICK CONCRETE LEVELING COURSE2 SHORT BOLTS. ... ... f._�i jJr; _jvidi.J. j.:i 10��JJIAI A �1 N: GROUT TROUGHL .. .. . ..... . E U')6" "Cmp* (2,000 PSI @ 28 DAYS) DETAIL NOT TOSCALEELECTRICAL COMMUNICATION .....DETAIL a DETAIL AND DRAIN LOCATION PROPRIETARY WARNING EMBEDMENT RING S-4S-4 4.5' SQ. BOLT MAT NOT TO SCALE THIS DESIGN AND THESE DRAWINGS ARE CONFIDENTIAL AND PROPRIETARY.SECTION IF YOU DO NOT HAVE A SET ASSIGNED AND NUMBERED SPECIFICALLY TO -'ssI0'0��FOUNDATIONNOTE: NOT TO SCALE YOU. RETURN THESE IMMEDIATELY TO EARTH SYSTEMS GLOBAL, INC.THIS SET NO. ASSIGNED TO:REFER TO ELECTRICAL ENGINEER'S DRAWINGS SHE`VrON L. STRINGER DATEFOR COMMUNICATION AND GROUNDING LAYOUT. NEW YORK NO.: 87639 ISSUED FOR CONSTRUCTION 08/10/11 EXP'.: 11/30/2012 APPROVED FOR CONSTRUCTION REV: 0 CO 25DIA. SPREAD FOUNIDATIONCOPYRIGHT @ 2011 FOUNDATION PLAN & SECTIONBY EARTH SYSTEMS GLOBAL, INC. PLOT INFORMATION:ISSUED FOR CONSTRUCTflON 08/10/11 W/ OPTIONAL OCTAGON ADDITION PINDAR WINERY EARTH SYSTEMS GLOBAL, INC. DATE: ____ REVIS10N................ PREPARED FOR: DESCRIPTION: P&H JOB NO.: 11-112 79811C COUNTRY CLUB DRIVE FOUNDATION ENGINEERING 08/10/11 -REV # S RIPrM------------------ BY ESGI JOBNO.: ------------------------------- .................. GREENLOGIC ENERGY, LLC ESGI 5' DEEP X 25' DIA. SPREAD FOUNDATIONEarth SysteMS BERMUDA DUNES, CA 92203 GEOTECHNICAL ENGINEERING SCALE: ESGI SHEET NO.: ------------ ------------------------------------------------------------------------------- ------------------ ----- --------------------------- -------- ............. -- 425 COUNTY ROAD 39A, SUITE 101 NORTHWIND 100 ON A 37M HH TOWER FOUNDATION PLAN---- ---------- AS SHOWN ---------------------------- ------------------------------------------------ ---------- -- ---- ------------ S-3 "CT PHONE: (760) 345-1588 WIND, SOLAR & GEOTHERMAL ........... ........................................................................ ....................... ....................................................................................... .... ...... ................................................................................................................................. Inc. DRAWN BY: SOUTHAMPTON , NY 11968 FOR SHEETS Global , X ISSUED FOR CON 5TRUCTJON: FAX: (760) 345-7315 CONSTRUCTION TESTING ---------------. .. ..... ----------- TELEPHONE: 631 - 771 - 5152 PINDAR WINERY WIND TURBINE 08/10/11 Engineering For The Future APPROVED: ---------- LICENSE NO.: 87639 WEB: www.earthsys-com GEOLOGY SLS — ---—-—--------------------- ---------------------- ---------- www. greenIogic.com CONIC BAY, NEW YORK N