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0380 WEST MAIN STREET (6)
l,Ues-r Moo s Corporate Headquarters 6304 Furnace Rd. Ontario,NY 14519 Phone:(585)265 2384 Fax:(585)2651148 t Massachusetts Office SUSTAINABLE ENERGY 1 Bean Rd. Sterling,MA 01564 DEVELOPMENTS INC. Phone:(978)422 7744 www.sed-net.com info@sed-net.com Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis,MA 02061 \ Dear Thomas, Sustainable Energy Developments,Inc.on behalf of Hyannis Country Garden and Diana Duffley is pleased to provide this application for a Building Permit for the erection of a 100kW wind turbine,classified as a Commercial Addition/Alterations at Hyannis Country Garden located at 380 West Main St.Hyannis,MA. This application is filed with the required documentation. At your request,SED and Country Garden will provide additional documentation should the need arise. The erection of a NorthWind 100kW turbine on a 37-meter tower with a 21-meter rotor diameter will be of significant financial and commercial benefit to this locally owned and operated business. The turbine would also become a symbol demonstrating Hyannis'and the Town of Barnstable's innovation and pursuit of new energy technologies. The turbine at Country Garden received Site Plan Approval and a Special Permit from the Town of Barnstable. This package includes construction plans,copy of permitting approvals,legal requirements and will be accompanied by the standard fees. Based on SED's understanding of the Permitting Fee requirements,SED calculated the Project Valuation to be$115,000,which is the value of labor and construction materials,but does not include the turbine's cost of$300,000. If additional documentation is required,please contact Country Garden or SED and we will respond in as efficient a manner is possible to your requests. Country Garden and SED,seek to have the turbine up prior to the end,of the year and would request a thorough,but expeditious review of this application and subsequent approval. If you have further questions,please don't hesitate to contact us. We look forward to your response and thank you in advance. Regards,, David Strong Sustainable Energy Developments,Inc.,Project Manager Diana Duffley Hyannis Country Garden,Treasurer 7 3.7 3' l' r 200.56 o-I+ - ` a (i 3 �1 0.1oly -141.6' ( va/ WIND TURBINE FOUNDATION k' J k J rn MAP 269 J PCL 52 W O Ln 41 N # 380 y R rn 9 ZON B ZONf cn 29 6�29' MglN s�FFr FOUNDATION PLOT P DCE # 03-157 1J111 \ PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING-A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 380 WEST MAIN STREET, HYANNIS, MA SCALE : 1 " = 200' DATE 1 1 —17-2008 PREPARED FOR: ASSESSORS MAP 269 PCL 52 OWNER OF RECORD: COUNTRY GARDEN REALTY TRUST COUNTRY GARDENS TITLE REFERENCE: DB 4662 PG 145 I HEREBY CERTIFY THAT THE WIND TURBINE FOUNDATION HOFMgS SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. ANIEL - I off 508-362- 41 O A- fax 508-362-984580 " OJALA N downcape.com o No.4098 . down rape engineering,inc. �o� civil engineers ! F s% -� land surveyors �� )-71� --__-SOS ----------- gyE+� 939 Mcin Street ( Rte 6A) ------------ YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR r 200.56' 73.73' o - 06 NOV $ 3 Pr 13 a �1 0.1 141.6' w UIVIStON WIND TURBINE FOUNDATION J MAP 269 �I PCL 52 W W J G LO m n N # 380 y R e Z0 e z�Ne cii 4 % 296.29, r FOUNDATION PLOT PLAT DCE # 03-157 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 380 WEST MAIN STREET, HYANNIS, MA SCALE : 1 " = 200' DATE 11 -17-2008 PREPARED FOR: ASSESSORS MAP 269 PCL 52 OWNER OF RECORD: COUNTRY GARDEN REALTY TRUST COUNT GARDENS TITLE REFERENCE: DB 4662 PG 145 �ZH OF M•4 I HEREBY CERTIFY THAT THE WIND TURBINE FOUNDATION �� SS9 SHOWN ON THIS PLAN IS LOCATED ON THE moo`' DAMEL oyG� GROUND AS SHOWN HEREON. A I off 508-362-4541 O OJALA fax 508-362-9880 CA downcape.com o q No.40980 dOWN Cope engineering,INC. °FFSS �P civil engineersro� v y land surveyors ------------ -------- -- ----- ----- 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02676 DATE REG. LAND SURVEYOR 200.56' 73.73' E..5 t R, ';�.P I 5 TA 8 a C7iE 0 8 PM 4: 13 A 1 p , 141.6' WIND TURBINE FOUNDATION J MAP 269 �1 PCL 52 A W J C2 rn n N # 380 N R e Z0N 9 20Ne 2g6 2g sT Mq1 , N s� EFT FOUNDATION PLOT PLAN DCE # 03-157 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 380 WEST MAIN STREET, HYANNIS, MA SCALE : 1 " = 200' DATE : 1 1 -17-2008 PREPARED FOR: ASSESSORS MAP 269 PCL 52 OWNER OF RECORD: COUNTRY GARDEN REALTY TRUST COUNTRY GARDENS TITLE REFERENCE: DB 4662 PG 145 1 HEREBY CERTIFY THAT THE WIND TURBINE FOUNDATION SHOWN ON THIS PLAN IS LOCATED ON THE ��SHOFMgSS GROUND AS SHOWN HEREON. o�� qo DAPJIEL I off 508-362-4541 fax 508-362-98BO O A. downcape.com o v OJALA down cope engineering,h7e. q o.4,Q9 0 civil engineers �'j(Q� Ess� land surveyors ___ ------------ -- --- ----_-- 939 Main Street ( Rte 6A) SURV YARMOUTHPORT MA 02675 DATE R D SURVEYOR I 200.56' 73.73' B N P O �1 0.1141.6' • WIND TURBINE FOUNDATION J J rn MAP 269 �I PCL 52 J W W J C2 LO # 380 91 Ng 20 Rg ZpNE 41 cr PYA 296.29, k4/,V r FOUNDATION PLOT PLAN DCE # 03-1 57 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 380 WEST MAIN STREET, HYANNIS, MA SCALE : 1 " = 200' DATE : 1 1-17-2008 PREPARED FOR: ASSESSORS MAP 269 PCL 52 OWNER OF RECORD: COUNTRY GARDEN REALTY TRUST COUNTRY GARDENS TITLE REFERENCE: DB 4662 PG 145 I HEREBY CERTIFY THAT THE WIND TURBINE FOUNDATION HOFM,gSS SHOWN ON THIS PLAN IS LOCATED ON THE o�� DANIEL gcyG GROUND AS SHOWN HEREON. �� A I ofx 508- 662--4541 fo "O OJALA58329860 downcape.com © No.40980 down cope engineering,inc. civil engineers 4^� ��� !q SUfiV land surveyors 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR 73'. 200.56' 73 - N P O �1 0 1 141.6' WIND TURBINE FOUNDATION J J rn MAP 269 �! PCL 52 J i Cz M u7 r N # 380 y R rn B 20N B ZONf cr � 2g6-2g' / M4kv . S�EFl FOUNDATION PLOT PLAN DCE # 03-157 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 380 WEST MAIN STREET, HYANNIS, MA SCALE : 1 " = 200' DATE : 1 1 -17-2008 PREPARED FOR: ASSESSORS MAP 269 PCL 52 OWNER OF RECORD: COUNTRY GARDEN REALTY TRUST COUNTRY GARDENS TITLE REFERENCE: DB 4662 PG 145 I HEREBY CERTIFY THAT THE WIND TURBINE FOUNDATION N OF Ngss SHOWN ON THIS PLAN IS LOCATED ON THE oaf DANIEL gOyG GROUND AS SHOWN HEREON. I off 508-362-4541 - O� A' faz 508 �'-362_,860 OJALA (n downcape.com © ,p No.40980 down cape engineering,hK ° g civil engineers G 1 --- SUSV land surveyors ��� / v \ 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net November 17,2008 Town of Barnstable Building Department 200 Main St. _ Hyannis,MA 02601 Attention: Mr.Thomas Perry ADVANCE COPY VIA FAX: 508-790-6230 Building Commissioner RE: PROPOSED WIND TURBINE AT COUNTRY GARDEN,HYANNIS,MA Dear Mr.Perry, Please be advised that the as-built foundation construction for the above captioned project,as designed by this office,was observed on numerous dates during construction. The as-built foundation plan has been submitted to your office. To the best of my knowledge and belief,the as-built foundation is adequate,and in compliance with the requirements of the Massachusetts State Building Code,7 h Edition,as applicable. Sincerely, / Michele Cudilo,P.E. /2008-62 ���t+aG VA r "s cc: D. Strong MlCtiELc . 117 � CUDiLQ t'�',.�•. o No.34714 U ' STRUCTURAL 1`� AEG i STFF'i;/�'i 200.56' 73.73' N I O �1 0 1' 141.6' WIND TURBINE FOUNDATION J MAP 269 PCL 52 .p c+ a rn n # 380 He �0N Re 2pN£ �Sr 298'29, MAIN S nPFFl FOUNDATION PLOT PLAN DCE # 03-157 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 380 WEST MAIN STREET, HYANNIS, MA SCALE : 1 " = 200' DATE : 1 1 -17-2008 PREPARED FOR: ASSESSORS MAP 269 PCL 52 OWNER OF RECORD: COUNTRY GARDEN REALTY TRUST COUNTRY GARDENS TITLE REFERENCE: DB 4662 PG 145 SHOWN BONCTHS PLANTIS LOCATED ON THE WIND BTIHE NE FOUNDATION ��FytTOFAqSSq�� GROUND AS SHOWN HEREON. `s�? DAN1Ei a ( off 506-362-4541 , Poz 508-362-8880 ,( JAL vy downcope.com 0 Q Nor 40980'4 down cope engineering,ioc, civil engineers land surveyors l ;/.J.-7/01 "'os v o 939 Moin Street ( Rte 6A) . ------------ ---- -----f---- YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR i Daniel A. Ojala PE, PLS From: Daniel A. Ojala PE, PLS [downcape@downcape.com] Sent: Monday, November 17, 2008 4:59 PM To: 'Perry, Tom' Cc: Roma, Paul Subject: RE: Country Gardens Attachments: Certified Plot Plan Country Garden 11-17-08.pdf Tom & Paul: Attached please find the Certified Asbuilt Plan for the wind turbine foundation at Country Gardens. I ,will deliver original copies to your office. Please do not hesitate to contact me with any questions. Daniel A. Ojala PE, PLS down cape engineering, inc. 939 Main St. Yarmouthport, MA 1-508-362-4541 x108 1-508-362-9880 fax downcape(@downcape.com From: Perry, Tom [mailto:Tom.Perry@town.barnstable.ma.us]. Sent: Monday, November 17, 2008 10:52 AM To: downcape@downcape.com Cc: Roma, Paul Subject: Country Gardens 1 MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net 40 g 4&I A, December 16,2008 Town of Barnstable " Building Department 200 Main St. �(► Hyannis,MA 02601 (�n[fl� Attention: Mr.Thomas Perry ADVANCE COPY VIA FAX: 508-790-6230 _t Building Commissioner RE: PROPOSED WIND TURBINE AT COUNTRY GARDEN,HYANNIS,MA Dear Mr.Perry, Please be advised that the as-built superstructure construction for the above captioned project,as reviewed by this office,was observed on numerous dates during construction. The as-built certifications by the manufacturer is being submitted to your office herewith. To the best of my knowledge and belief,the as-built foundation is adequate,and in compliance with the requirements of the Massachusetts State Building Code,7t`Edition,as applicable. 5iKerely, Aichele Cudilo, .E. ' ' /2008-62 cc: D. Strong �� G-,,4 ., r WCHE o CtlEi�t� No.347'r4 STRuG7l!n:;L �i Fri j( d. - C1 z Mi. ::Zs Cie �� M Tun:; -',Serial Nual"ber: missioning- Nc; Wind 100: Co�-11 Mechanical Assembly Ref' to installation manual checklis,"s)(completed by installer)as ppropriate to verify/document co sectmecnLfflical assembly procedure. Tower: E3 Tower installed correctly o No dings or dents in tower •Contact NPS mechanical/sIructural engineering if dents/dings are present o No scratches in tower ■Have any scratches painted/scaled to prevent corrosion and/or weakening of the tower shell r\+11114 o Tower finish is clean ■Have any dirt/debris rAPv'A/washed from the tower surfaces o Tower flanges appear to be clean o Tower flanges sealed with RTV Check to make sure there's no RTV on the outside of tower, 0 Ladder installed in tower correctly o All bolts tightened correctly o Ladder junction plates(between tower sections)installed correctly Safety Climb system installed correct]), o Cable tensioned Correctly o Cable supports weight(hang person from cable with harness) 1�1- Tower platforms installed correctly 0 Tower door functions properly 00, IZ/ Tower cable(s)hang properly in tower o No interference with tower decks o Signal cables have some slack so they can twist around power cable 0/-.Base junction box supports installed(with concrete anchors or equivalent) Base junction box installed correctly Nacelle: El' Yaw bearing/tower top joint is clean and sealed with RTV 91, Yaw bearing greased(I tube split between 4 grease fittings) (0' ,..Yaw brakes installed correctly M/.. Tower cable properly secured to mainframe 2' Fire extinguisher installed and charged(check pressure) 2 Nacelle'anchor points correctly installed • Mainframe roof point(2) • Mainframe floor point • External nacelle handles(6) 12' Nacelle service platforms installed o Left o Right Cj Nacelle door installed and correctly tethered Ca Roof panel(clear)securely installed 12' MET mast installed correctly • Anemometer(outboard) • Yaw Vane(inboard) o Temperature sensor 1?1 Lightning rod installed Options installed correctly(if applicable) o FAA Light WTG002.01-TII-002 RevC NW100BCommissioningTestProcedure.doc 9 of 36 Printed Copies are Uncontrolled Print Date: 10/3 1/2008 f x o }_ergency Light r o i,Old Weatherre o I ;-crgency escape cit E O er ') Blades installed correctly o Blade I • 2 thick washers used on each fastener • Joint surfaces are clean • Pitch set correctly(if verification is possible) o Blade 2 . 2 thick washers used on each fastener Joint surfaces are clean • Pitch set correctly(if verification is possible) o Blade 3 • 2 thick washers used on each fas• Jo' terser Joint surfaces are clean Pitch set correctly(if verification is possible) otor cover plate installed and sealed with RTV JHR ub/Mainshaft joint assembled correctly t o Surfaces clean o Surfaces coated with rust preventative n Lighming spark tabs intact and within 2mm of the mainshaft Installed by ,� p Verified b Date installed y Lo: Date verified ,� • ^WTG002.01-T11-002 RevC NW100BCommissioningTestProcedure.doe WTG002.01-T11-002RevCNW100BCommissionmgiestri,, , _._.. f urbine Serial Number:✓ •` 3 .\forth Wind 100: Commissioningy Test Plan f U e4 Torque Check i' For the following connections,first check the torque valtic recorded in the installation checklist against the appropriate drawing to confirm correct value was used. Then check the specified number of fasteners for proper torque.Torque fasteners at 100-105%of the specified value,tightening from the nut side wherever possible. If the fastener rotates,then the fastener should be resealed with torque seal,except where noted.Then proceed to check all fasteners(100%)in that connection for proper torque. If for any reason the fasteners are checked with a torque different from the drawing, indicate the torque value on the sign-off sheet,and get approval from the engineer in charge of the construction. In all cases,the torque value on the appropriate drawing is the official specification. For the foundation anchor bolts,the minimum value is given. Refer to foundation drawing for more accurate information. Connection Torque Wrench Min#or%of Accepted Comments § (mm) Fasteners to verify (Initial) N-m ft-lb Tower Bottom Section/ 830 610 Site Specific 10% Tower Mid Section/ 560 413 30 or 32 10% i Tower To Section! o € p 560 413 30 or 32 10% �;!.,' S"f-r•, -. ,� , -/�' .°t..,<i Yaw Bearing/Tower Top 280 206 24 4 I Mainframe/Yaw Bearing 280 206 24 4 Yaw Brakes 195 144 24 6 Yaw Brake Preload 107 79 46 3 ` Generator/Mainframe 195 144 24 4 Hub/Mainshaft 560 413 30 8 Blade 1 /Hub 560 413 30 4 % Blade 2/Hub 560 413 30 4 Blade 3/Hub 560 413 30 4 c ' Yaw Drive/Mainframe 79 58 19 4 . Rearframe/Mainframe 195 144 24 100% Tower Cable Supports 280 206 24 100% L; / / Nacelle Panel Fasteners 10 7 10 100% _,_;. Converter Mounts eij_ 46 34 19 100% :1- • Lightning Plate 87 64 100% t Nacelle Roof Plate 10 7 10 20% r 7- Speed Sensor Mount Snug 10 100% Generator Access Panel Snug 10 100% Nacelle J-Box Fasteners Snug 5 hex 100% f d Installed by Date installed i{ 4-/08 Verified by or,-t-y y g t,Se-ki Date verified 1111gLOX WTG002.01-T11-002 RevC NWi00BCommissioningTestProcedure.doc 11 of 36 Printed Copies are Uncontrolled Print Date: 10/31/2008 Corporate Headquarters 317 Route 104 Ontario,NY 14519-8958 Phone: (585)265-2384 Fax: (585)265-1148 SEE) SUSTAINABLE ENERGY Massachusetts office DEVELOPMENTS INC. 1 Bean Rd. Sterling,MA 01564 Phone: (978)422 7744 www.sed-net.com info aced-net.coin Bolt Tension Logs Date 11/5/08 Job Hyannis Country Garden 100kW Mechanical Contractor Keystone Construction Control Michele Cudilo, P.E. Engineer SED Technician/Engineer Bolt. 54889296100 1 9 13 17 21 64 65 72 76 830 ®(�®-® ® ,z 293337 � Q 1�49 56 I Q 52 60 ®' Q 7 44 48 ot Q�61 40 I bb 36 Ot 69 32 I 73 � 77 ` 24 81 20 I 85 16 m Q 93 12 8 97 4 - - _ 3 98 q1 7 94 i 11 90 � I11 IS 0 91 19 82 ! 23 78 0 I d 27 7 31 70 35 66 2�®� 39 8B Q47 804642 30��� 1 ���7 88 34302�'�m o o. 4-6-er 9 571 22 18 14 10 6 2 9996 1 87 Sustainable Energy Developments,Inc.is a New York Corporation Founded April 2002 I Corporate Headquarters 317 Route 104 Ontario,NY 14519-8958 Phone: (585)265-2384 Fax: (585)265-1148 SEE) SUSTAINABLE ENERGY Massachusetts Office DEVELOPMENTS INC. 1 Bean Rd. Sterling,MA 01564 Phone: (978)422 7744 www.sed-net.com info@sed-net.com Bolt ID` Starting Length Ending Length Elongation (in.) Preload (K) Exposed in. Exposed in. 1 ** 5.325 5.479 .154 46.7 71** 5.441 5.613 .172 52.1 74** 5.386. 5.553 .167 50.6 69** 5.216 5.390 .184 55.7 26**** 5.341 5.483 .142 43.0 25** 5.505 5.647 .142 43.0 2**** 5.495 5.644 .164 49.7 51*** 5.568 5.755 .187 56.7 19*** 5.602 5.760 .158 47.9 28*** 5.514 5.672 .157 47.6 49*** 5.450 5.610 .160 48.5 76*** 5.435 .621 .186 56.4 3 HOLD-FLANGE INTERFERENCE 52*** 5.505 5.663 47.9 50 HOLD-FLANGE INTERFERENCE * In order of occurrence ** 600 ft-lb *** 610 ft-lb I **** 620 ft-lb Sustainable Energy Developments,Inc.is a New York Corporation Founded April 2002 d MICHELE :CUDILD, P.E. . Consulting Structural Engineer ,1 3 Cottonwood Lane.•Centerville,Massachusetts 02632-1979•(508)771.7601 •Fait(508)77-1-7-1-63--- mcudilo.@comcast.net December 1:6,2008 Town of$ahtstable Building Department 200 Main St. Hyannis,MA'02601 Attention: Mr,Thomas Pony ADVANCE COPY VIA FAX: 509-790.6230 a Building Commissioner RE: PROPOSED WIND TURBINE AT , COUNTRY GARDEN,HYANNIS, MA a Dear Mr. Pert', Please be advised that the as-built superstructure construction for the above captioned project,as reviewed by this office,was observed on numerous dates during construction. The as-bu►k certifications by the manufacturer is being submitted to your office herewith, To the best of my knowledge and belief,the as-built foundation is adequate,and in compliance with the . requirements of the Massachusetts State Building Code, 7"'Edition,as applicable. erely, ache a Cudilo, .E. /& /2008.62 cc: D. Strong K o_ MICHEL!_ '\ CUtNLO \. No.34774 STRUCTURAL �1 . a a. 7 C._) s7. CD _ CD _ :Poll TO LZ9 'ON 3d `0I !Pn3 a1aH01W 0V ZZ 8-00Z/9T/.ZT �3•, Corporate Hjadquarters 317 Route 104 Ontario,NY 14519-8958 Phone:(585),265-2384 Fax:(585)265-1148 SUSTAINABLE ENERGY DGVELO MEN"INC. - ,Massacbusauc ice 1 Beau Rd. Stedlegi MA 01564! Phone:(978)422 7744 &-1v-1LSed-net.com �g�sed-net.c4q� 12/11/08 Michele Cudilo, P.E. Consulting Structural Engineer 123 Cottonwood Lane Centerville, MA 02632 Re: Hyannis Country Garden Wind Project Dear Michele, Please find below the mechanical commissioning record from the wind turbine manufacturer for the Hyannis Country.Garden wind project. Please let me know if you`need anything else, and thank you for all of your work and help in bringing this project to life! . Sincerely, 6J Dave Strong Senior Project Manager Sustainable Energy Developments,Inc,is a New York Corporation Founded April 2002 Z0 L 9'0H 3d `ol !pn) a1a4oiw OV ZZ 809Z/9T/ZT Tw:•itic Serial Nuinber: t? 0. Nc-:Lit Wind 100:Commissioning'1,st Plan 6.3 blechanical Assembly Refc:to installation manual checklisi(s)(completed by installer)as appropriate to verify/document ci,rrect mechanical assembly procedure. Towor. t D -Tower installed correctly o No dings or dents in tower ■Contact NPS mechanical lructural engineering if dents/dings are present o No scratches in tower C. , .,ti • $ ■Have any scratches painted/scaled to prevent c9rro ion and/or weakening of the ' tower shell `.k;r��l a �i'�',✓rr�j c:,,�c+ '�: n+rc4 o Tower finish is clean, . ,� (d �. ,✓1 •Have any dirt/do rdM�'eIwnshed from the tower surfaces o .Tower flanges appear to be clean o. Tower flanges sealed with RTV •_ Check to make sure there's no RTV on the outside of tower. f� Ladder installed in tower correctly o All bolts tightened correctly o Ladder junction plates(between tower sections)installed correctly fd Safety Climb system installed correctly o Cable tensioned correctly o Cable supports weight(hang person from cable with harness) Tower platforms installed correctly o Tower door functions properly Gil" Tower cable(s)hang properly in tower o No interference with tower decks o Signal cables have some slack so they can twist around power cable GY.Base junction box supports installed(with concrete anchors or equivalent) V Base junction box installed correctly Nacelle: Go' Yaw bearinghower top joint is clean and sealed with RTV Yaw bearing greased(I tube split between 4 grease fittings) 5a( .Yaw brakes installed correctly Gl�.. Tower cable property secured to mainframe ©' Fire extinguisher installed and charged(check pressure) ® Nacelle anchor points correctly installed ! o Mainftame roof point(2) o Mainframe floor point o External nacelle handles(6) [V Nacelle service platforms installed o Left o Right ll� Nacelle door installed and correctly tethered Roof panel(clear)securely installed 12/ MET mast installed correctly o ..,Anemometer(outboard) o Yaw Vane(inboard) o Temperature sensor Lightning rod installed / Options installed correctly(if applicable) o FAA Light MG002.01411-002 RevC NW1008CommissioningTestProcedUre.doc 9 of 36 Printed-Copies are Uncontrolled . Print Dare, 10/31/2008 co LZ8 'ON 3d ol !Pn) alaHoi W 0Y ZZ 800Z/8T/ZT f - o LnIergency Light o Cold Weather Pac),;Ige b E>mergency escape kit tor: es installed correctly o Blade ] • 2 thick washers used on each fastener • Joint surfaces are clean ' Pitch set correctly(if verifica o Blade 2 tion i possible) ' 2 thick washers used on each fastener ' Joint surfaces are clean . Pitch set correctly(if"verification is possible) o Blade 3 . 2 thick washers used on each fastener ' Joint surfaces are clean Rotover plate installed itch eand sealeld with RTV verification is possiblo) f iliubZainShaft joint assembled correctly . o Surfaces clean o Surfaces coated with rust preventative Lightning spark tabs intact and within thin 2mm of the mainshaft Installed by .�Verified by /� Date installed • (�O.�G i �sGH bate verified I7 WTG002,01-TI 1-.002 RevC NW IOOBComtnissioningTestProcedure.doc WTG002,0I-T11-002 RevC N W I00BCommissioning i ea►r I.,..�.... Y0 LZ9 '0N 3d °o1 !pnD. a1@431W 0V ZZ 800Z/9T/ZT I urbine Serial Number: _� (' 3 North Wind 100:Commission in-Test Plan 6.4 Torque.Check For the following connections,first check the torque value moorded In the installation checklist a against the appropriate drawing.o..confirm correct value was used. Than check the specified'number of fasteners for proper torque.Torque fasteners at 100-105%of the specified value,tightening from the nut side whenever possible.If the fastener rotates,then the fastener should be resealed with torque seal,except where noted.Then proceed to check all fasteners(100%)in that connection for proper torque. If for any reason the fasteners are checked with a torque different fi•om.the drawing, indicate the torque value on the sign-off sheet,and got approval from the engineer in charge of the construction. In all cases,the torque value on:Iho appropriate drawing is the official specification, Ivor the foundation anchor bolts,the minimum value is given. Refer to foundation drawing for more accurate information. 1 Connection - Torque Wrench Min q or%of Accepted Comments N-rn ft-lb Fasteners to verity (Initial) Tower Bottom Section/ 830 610 site specific 1046 'Tower Mid Section/ 560 413 30 or 32 1046 Tower Top Section/ 560 413 30 or 32 104�0 S' r/. S:>/ 4".,J Yaw Berarin /Tower Top 280 206 24 4 '.7' ed /s' Mainframe/Yaw Bearing 280 Q2ft 24 4 Yaw Brakes. 195(1441 24 6 Yaw Brake Preload 107 79 46 3 Generator/Mainframe 195 l44 24 4 Hub/Malnshaft 560 4 l3 30 8 ,E Blade 1/Hub 560 413 30 4 Blade 2/Hub 560 413 30 4 Blade 3/Hub 560(413) , 30 4- c' Yaw Drive/Mainframe 79 58 19 4 ! Rearframe/Mainframe 195 144 24 -100% Tower Cable Suppona 280 206 24 100% 14 Nacelle Panel Fasteners 10 7 10 100% v`�b L Converter Mounts 46 34 19 -t00% ' s- Lightning Plate 87 64 100% (` Nacelle Roof Plate 10 7 10 20% C Speed Sensor Mount SnuR 10 100°h Generator Access Panel Snult 10 100%_ Nacelle J-Box Fasteners Snug 5 hex 100% Installed by p Date installed ( 4- 0 8 Verified by �or�O_y v j O_5-44t Date verified 1 1 g LOg. WTG002.01 Tit-00aAevC NWiODBCommissioningTestProcedure.doc 11 of 36 Printed Copies are Uncontrolled Print Date: 10/31/2008 S0 LZ9 '0N 3d `01 !Pn) 919y31W 01' : ZZ 800Z/9T/ZT r Corporate Headquaners 317 Route 104 Ontario,NY 14519-8958 Phone:(595)265-2384 Fax:(595)265-1148 SUSTAINABLE ENERGY Massachusetts Office DEVELOPMENTS INC. 1 aeon Rd. , Sterling,MA 01564 Phone: (979)422 7744 wwwaed-net.com infoia sed=net.com Bolt Tension Logs Date 11/5/08 Job Hyannis Country Garden l OOkW Mechanical Contractor Keystone Construction Control Michele Cudilo,P.E. Engineer SED Technician/Engineer Bolt#11 �04 W 92 V6100 1 9 13 11.2726 . 72)s q 29 37 1 60 I!�66 36 69 I , 77 p1 la 12 e 97 - - - 3 90 * 7 94 tp t1 90 � I 1B S6 19 >e I 27 T� 91 70 . 4o II 30 °,�t• � �r 1e 1� 10 4V 2 99 17 Sustainable Energy Developments,Inc,is a New York Corporation Founded April 2002 80 LiV ON 3d ol !Pn) ala4a! W OY -ZZ 80OZ/3T/ZT Corporate Headquarters 317 Route 164 _ Ontario,NY 14519-8958 Phone.(S85)265-2384 Fax:(595)265-1148 SUSTAINABLE ENERGY Massachusetts Office DEVELOPMENTS INC. 1 Bean 1td: Sterling,MA 01564 Phone:(978).422 77" www,��d-net,�om info nose -net.goM Bolt ID• Starting Length Ending Length Elongation (in.) Preload(K) Expo sed in. Exposed in. 1 ** 5.325 5.479 .154 46.7 71** 5.441 5.613 .172 52.1 74** 5.386 5,553 .167 50.6 69** 5.216 5390 .184 55.7 26**** 5.341 5.483 ..142 43.0 25** 5:505 5.647 .142 43.0 24'*** 5.495 5.644 .164 49.7 51*** 5.568 5.755 .187 563 19*** 5.602 5.760 .158. 47.9 28*** 5.514 5.672 .157 47.6 49*** 5.450 5.610 .160 48.5 76*** 5.435 .621 .186 56.4 3 HOLD-FLANGE INTERFERENCE 52*** 5.505 . 5.663 47.9 50 HOLD-FLANGE INTERFERENCE * In order of occurrence 600 ft-lb **« 616 ft-lb **** 620 ft-lb Sustainable Energy Developments,Inc.is a New York Corporation . Founded April 2002 G0 GZ3 'ON 3d `ol !PnD 919401W ov :N 800Z/9T/ZT 5852651148 10:42:58 07-29-2008 212 nk � The Commonwealth ofMassachusetts Department of lrtrhistritil Accidents Office of investigations � ,:,-. I L� 600 Wasidngtorr Ste cet, 7` Floor° �- g I 130Sto11,!bless. 0.2111 Workers'Compensation Insurance Affidavit: Btiilding/Plumbing/Electrical Contractors Aijilicarit iififtirn 3tion. Please PRINT ie0iflly nanie: Susu;inable Energy Developments,Inc. ::iidress: 317 Route 104 city Ontario state: NY z;n 14519 phone 0585.265.2 384 Nvork site lor_,aiun(fidl address): .180 West Main St.Hyannis MA 02G01�_ _ ❑ I ain a homeowner pedbriiling all work myself. Project Type: ❑New C'onstruelion[]Remodel (,] f am a sole proprietor and have no one working in any capacity. ❑Building Addition I am an employer providing workers'compensation for my employees working on this job. comoftm name: Sustainable Enerev Developments.Inc. address: 31 Idoute 104 i nitone#:585.255.23134 insurance co. Robert L.Kellev Insurance twlicv# C0107345 ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation polices: cnnruanv na lie: _ r address: eitv�_ phone# insurance co. -_ _ policy# company n9une: address city phone#: insurance cia. voliev It Attach ndditicinatsltcet if necessary failure to secure coverage as required under Section 25A of MCL 152 can least to the imposition of criminal penalties of a fine up to Sl,s0o.40 andlor one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and u fine of$100.00 a day against t11c. I understand that a copy of this statement at y be for,% t!to the office of Investigations of the DIA for coverage verification. I do hereby �r1i I It, 4r the ai rs nd pe«ahies of perjury that the lnfurrtraliom pr4niderl«Lave is true arul correct. Signature Date a°,_ ���Y 2Q01K, !'tintn nelrC-o(tt"rt tN Plione Wag- 'L-S% 1 afftcial usobnly do not write in this area to be completed k)y city or town official city or town: permitllicense# ❑Building,Department [Licensing Board ❑check if fmniedinte response is required ❑S4 h cunen's Office [lfealdt!)cpartrurnt contact person: phone 0; (recr�c<i Scr�.:Nei l - - i. - I r - ' t k PROOF OF PUBLICATION f rf f TOWN OF BARNSTABLE PI,ANNIt1G BOARS j NOTICE OF PUBLIC HEARING I ,� ;� s 1 'MONDAY,�ECEMBER,19 i! NEW TOWN MALL,SECOND FLOOR HEAI;ING ROOM 367 MAIN STREET HYANNISi MAr 1 To ailpersons deemed mteres�e�ln the Planning Board kling under-Chaptet'40At Section g and,all'arrendmeht,'... of I the General Latiys of the Commomvealth of MassachUsetts arid` the'Town of Barnstable Zoning Ordinance,spedflcally Section' 240-44.12 Spedal.Permit Granting Authority,Land:Sased.Wind' i Energ...Conservation Fagltjes,jo`are hereby notdied of a Puhnc Hearing to bee hel.on a Monday December l0-2007 it 7 00 PM I i the gearing Roo not 94BamstabI oygoall W6%,Ma(n$treet,Hyehnis MAtoibnsider Speaai Permit 4pplloatah 2007-16pursirant=to Sec bm 240-041 3 Wipd^Energy Cg�v4fsro0 FacGtig@,?heplicant proposes to:;r copstnict 2I rtit netted wind tLrbind--Wan approximately 120 e. I monopole Applicant is Hy.iriA,Co04darden'lnetand,the '` propgrtytocaborllssaddresSed;380WgstMafrt$treeta)iyannis,.MA ' and ineshovm on Ass"essoes Map 26g as Parcel 052 m the Highway' '� BusssJRes:dence 6 Zening�Di'sMcts t;_ ''' ' Copies of the 601166o6s,andpiansareava0ablefortevte}virithe Oe,6 oftfi6 Olarinfrig boardj 200 Main Street Hyannis FAAbetween t the hours of 8.30 AM to 4 30 PM,Monday lhrou0h Friday. . Marlene Vyelr,Chatiman, ptanntng Board The Barnstable Qatriot � � ' November 23 and November 30 2007" s C t r 6 °FT"F'Ok SrABM �E°^�"• O Town of Barnstable You are hereby notified that the Planning Board has filed its decision with the Town Clerk,at the Town Hall, H - annis, MA on the application of. y Hyannis Country Garden, Inc—S 2007-016 Pecial Permit Date Filed: 02/15/013 This Wind Energy Conversion Facility Sc ial was granted with conditions to permit the ins allatio a grid-connected wind turbine on a 120' monopole. of I Property is addressed 380 West Main Street, Hyannis, MA,Assessor's Map 269, Parcel 052, Appeals of this decision, must be made' days of the filing of this decision with the Town'thin Clerk.0 --- j . l I pp 22310 P y _ } .w INSTABLE � LL BAI n nil ' Town,ofBarnstable . Planning Board .� EQ 15 t =C becisiion and Notice 'Special Permit.2007-016 Special Permit §240-44;1 et. seq. Land Based Wind Energy Cori version'Facifity Summary: Granted with Conditions Petitioner: Hyannis Country Garden, Inc. %Richard.W. Griffith, Jr Trustee , Property Address: 380 West Main Street, Hyannis Assessor's Map; 269 Parcel: b62 ;Deed Reference; 1366k4662, Page 145 s Zo`ning: HB and RB Zoning Districts and.. Wellhead Protection Overfay District Special Permit Regdest& Background: In this Special Permit request#2007-016 under Section 240-44.1 Wind.Energy Conversion Facility(WECF)the applicant.seeks a'Special Permit to permit the installation of a grid connected wind turbine on a 12Q` monopole. Applicant proposes to install a 120' monopole upon which`a three_(3) bladed wind generator will sit. The blades are approximately 34.4 feet in length. The overall t%eight of the structure, including generator and blade measures 154' above grade. The applicant it'Hyannis Country Garden, Inc.%Richard W. Griffith,Jr. Trustee and the property location is addressed 380 West Main Street, Hyannis,.MA, and shown on Assessor's Map 269 as Parcel 052 in the HI3 and RB Districts and the Wellhead Protection°overlay District:_ The parcel is located on the.northerly side of West Main Street bounded to the north, east and west by residential and severatron-residential properties.. The application site plan Ientitled. "Site Plan of Land in Hyannis, MA Country Garden#380 West Main Street, Hyannis MA dated 12-29-06 shows existing'conditionS including three permanent structures, approximately seven temporary structures; parking, two curb nuts on West Main Street, site topography and,paving. This plan also shows the location of the:proposed wind turbine with'120' monopole that is the subject of the applicant's proposal. .A subsequent revision to the site plan dated 12-6-07 shows;= the location of the proposed WECF moved further to the rear(northerly)-boundary of the property The property,gained Site Plan Review 6pproval#049=06 with conditions for installation of a grid connected wind turbine on'a 120'monopole to power on site.greenhouses in an approval dated, December 10,2007: Procedural &Hearing Sutmary This special permit request was.filed.at the Town Clerk's Office and at the Office of the-Planning Board on NoVember 7, 2007; A public hearing before the Planning Board was duly advertise;. .and notice sent to all.abutters in accordance with MGL Chapter 40A. The he opened'on December 10,2007 and was continued on January 14,2008. The public hearing was closed on . . January 14, 2008 Ray Lang, Felicia Penn; Patrick Princi, Steve Shuman and Marlene Weir were the Board Members ,deciding this special.permit request. On December'10, 2007, the public hearing was opened. Attorney John W. Kenney represented Hyannis Country Garden, Inc. before the.Board. Kevin Schulte,Sustainable Energy Development provided technical information. Public comment was requested and Jim Totten, Wind Eneroy Conversion>-Faciiity'Special Permit 2007-016 Hyannis country Garden,Incl . a' 1< 1 ^ a 135 Woodland Ave. spoke.about concerns with the proposal'. The.Planning.Board discussed the application with the applicant,and the public. The:Planning Board voted to continue the public hearing on January 14, 2008. ,On January 14, 2008 the Planning Board heard presentations from the applicant and Mr. Schulte their technical consultant. The Planning Board discussed aspects of the application and the WECF ordinance with the applicant. Public- comment was requeste,d.and Mr. Totten submitted:a petition with 21 signatures in opposition to the proposal one other person voiced concerns to the Board. James Liedell and Lou Gonzaga were among the nine who spoke in favor of the proposal to install the WECF at the location shown on the plans, Additional written comment has been submitted to the Board for the record. The`Board heard the comments of those present and noted written coi-nment received, discussed the proposed plans, the material submitted with the application, the presentation: made by the applicant and the applicant's representatives and the,application of the WECF Zoning and the spirit and intent>of the Zoning Code: Findings of Fact: At the hearing of January 28, 2008, the Board made;the following findings of fact: 1: Special Permit Request 2007-016, Hyannis Country Garden, Inc./Richard'W. Griffith; Jr.,`380 West Man Street Hyannis MA and shown on Assessor's Map 269 as Parcel 052 is in the HB and RB Zoning Districts and the Wellhead Protection Overlay District. 2; The Board finds that Hyannis Country;Garden, Inc. is the lessee of this;property owned by Richard W. Griffith, Jr.and that Mr.-Griffith, in a letter .dated November T. 2007, assents to this application seeking to allow a:wind turbine installation. 3. The +%-6.6 acre site is developed with two permanent structures,approximately seven temporary structures, outdoor storage areas, parking, driveways and two curb cuts on ' West Main Street. 4. The Board finds that the property is currently used,as a retail garden center and.nursery. t 5. The Board finds that the applicant proposes'to install.a wind turbine on top of.a 120' monopole tower: The rotor*blades attached to the turbine will be,+/- 34' in length. The total height of the WECF with blades attached will be +/-155:80' 6. The applicant applied fora "special permit pursuant to.§ 240=1.3.1.1, now n'umerated'as i § 240-44A.0 (1)(0), and 240-44.1, now numerated as §240744.0, in compliance with i the requirements of Section 125:(G), The Board finds that those requirements have been i met in addition to Section240=44.1.A Purpose and Intent wherein the development proposes a distributed wind energy conversion facility in an appropriate land based location, while min'imizing;adverse visual, safety and`environmental impacts of the ' facility. 7. The Board finds that the applicant has met the requirements of§240-44.D specifically that the.p'roposal complies with the provisions of this zoning ordinance and is consistent with the applicable criteria for granting Special Permits. 8. The Board'finds that;the applicant has met the requirements of 240-441) (1)in that the WECF efficiently generates electrical power. Materials submitted by the applicant indicate that they expect up to:92%0 of electricity used on this site.will be supplied by the proposed WECF. 9. The Board finds that§24044.1.D (10) (b)is met in that the applicant has submitted a maintenance plan in a form satisfactory to the Board. The applicant submitted a e' er dated November 26, 2007 from Sustainable Energy Developments (SED)detailing the management`and frequency for maintenance of the 1NECF. 240-44.1.3.2 Dimensional Requirements 10.The Board finds that Section 240-44.1.0(2) (a).2.1 is met in that the type of tower is a freestanding monopole that is not attached.to any residence or habitable structures. Wind Energy Conversion Facility Special Permit 2OM16 2 Hyannis Co.untry:Garden,Inc;:lRlchard W.,Griffith,Jr. 11.The.Board finds that Section 240-44.1.0(2)(b)allows the Board to reduce the 120% setback requirement. The Board.further finds that the standard for this reduction is met in that the proponent has demonstrated that the 24' setback reduction is necessary to avoid turbulent air surrounding the treeline, to abate noise emissions and to reduce the intensity of the shadow and flicker effect on the surrounding residential properties and so'pro ides a benefit that Outweighs the setback reduction. The WECF conforms to the-side and rearyard requirements of the RB zoning district. 240-44.1.4.2 Design Standards 12.The Board finds that Section 240444.1.1) (2) (a) regarding visual impact is met in that the proponent demonstrated through project siting and proposed mitigation thaf the WECF minimizes any impact on the visual character of surrounding neighborhoods and the community and that all electrical concluitsi are proposed. to be located underground. The applicant has proposed to plant.additional vegetated buffer on the property to further reduce the visual impact on abutting residentia'I properties as shown on the.hand colored version of.the Site Plan submitted for the record. An annotated black and white copy of which is attached to this decision 1.3.The Board fiinds-that Section 240-441.D.(2).(b)color is met in that the WECF is. to be painted non-reflective off white color without graphics or other decoration as shown in.Exhibit 5 of the applicant's submission; 14.The Board finds that Section 240-44.1.D (2) (c) is met in that all equipment necessary for monitoring and,operation of the WECF is proposed to be contained in a small box, approximately 4'x4'x4' that will be screened with evergreens and PO wering shrubs. 15.The Board finds that.Section 240-44.1.D (2) (d) Lighting and Signage is met in i that no new lighting or signage is proposed by the applicant. 16.The Board finds that Section 240 44.1 0 (2) (e) is met n that no guy wires are proposed by the applicant: j 240-44.1.4.3 Environmental-Standards l 17.The Board finds that Section 240=44.1 D.(3):(a)[1j is met in that the report from SED Inc, submitted as Exhibit 6, demonstrated to the satisfaction of the Board that the WECF and associated equipment conform to the provisions of the Department.of Environmental Protection's Division of Air Quality Noise Regulations(310'CMR 7.10)and does not: a) increase the.roadband.sou_nd level.by more.than 10 O(A)above.ambient, or b) Produce a "pure tone"condition --when an octave bank center frequency sound pressure.level exceeds the two adjacent center frequency.sound pressure levels by 3 decibels or more. 16.The Board Inds that Section 240-44.1.1)(3)(b) is met in that the applicant has demonstrated to t( e satisfaction;of the.Board`that the WECF is sited in a manner i that does not result'in significant shadowing or flicker'impacts and does not have, significant adverse'impact on neighboring or adjacent uses.. The applicant submitted Hyannis$1.hadow Flicker Analysis dated November 14, 2007 by AWS Truewind of Albany; NY submitted as Exhibit 7 in support of this standard. 17. The Board.finds that Section 240-44.1.0(3)(c) is met in that the applicant has E demonstrated to the satisfaction of the Board that: [.1],In association with the WECF, no hazardous materials or waste shall be discharged on the site, If any.hazardous materials or wastes are to be used on site,there shall be provisions for full containment of such materials or'waste. The WECF will require one (1) pint of oil for;the turbine and+A two (2) gallons of mineral oil for the transformer: Wind Energy..bonversion faciiityspecial Permit2667-OM 3 11yannis Country Garden;inc;/Richard W.Griffith,Jr [2] Climbing access to tower is limited'by placing climbing,apparatus inside the. monopole with a locked access door. [3]The cleararea, the distance from the lowest point of the blade tip to the ground,exceeds ten(10)feet. [4]The wind turbine conforms to FAA Safety Standards, as amended. 18.The Board finds that Section 240 44.1.-D.(1):requires the proposal to be consistent with all applicable local, state and federal requirements, including all applicable electrical, construction, noise, safety, environmental and communications requirements. 19.The Board finds that§240744.1.D. (4)(b) is.met in that the applicant has proposed to establish surety to cover the costs of the removal of the WECF in the event the town must remove the facility..The applicant provided a fully inclusive estimate of the costs associated with the removal as.Exhibit 8 of.their submission. The Board further finds that the applicant has requested a waiver of this requirement. 20.The Board finds that§240 4-4.1;C(1)(b) is met in that the proposal complies with all dimensional and special permit regulations set forth in Section 240-125C.: 21.The Board finds that the proposal complies with the applicable provisions of 240-35 G subsections (1)through (4).: Decision: Based on the findings of fact, a motion was duly made and seconded to grant.a Special Permit pursuanf to.Sections 240=240 1 3 1 1, 240 44.1.4, 240-125 C which allows for the construction of a Wind Energy Conversion Facility. Applicant may install a 120'monopole upon which a three (3) bladed wind generator will sit. The blades are approximately 34.4 feet in length. The overall hbight of the structure, including generator:and blade measures 154'above grade: The applicant is Hyannis Country, Garden, Inc /Richard W. Griffith, Jr:.Trustee and the property location is addressed 380 Vilest Main Street,.Hyannis, MA, and shown on_Assessor's:Map 269 as Parcel 052 in the HB and RB Districts and the Wellhead Protection Overlay District.The use_ is allowed only in strict conformance to the following conditions: 1. Applicant shall construct the project consistent with the plan entitled "Site Plan,of Land in' Hyannis, MA Country Garden#380 West Main Street, HM 06 asy " revised,through 12-6 OT 21. This site shall, at ail.times, Corr ply with the noise levels as`,detailed•in the applicant's submission from SED''Inc, submitted as Exhibit 6 and shall not increase the broadband sound level by more than 10 dB (A).above:ambient, o produce a"pure*tone"condition-=when an octave bank center frequency sound i pressure level exceeds the two adjacent center frequency sound pressure levels by three(3)decibels or:more. These noise levels shall be'measured at the property line. Upon complaint of an abutter, ambient and maximum permitted decibel measurements shall be performed by'an agent designated by the Planning Board. This report shall be submitted to the Board for review: The fee l for this service shall be' paid by the complainant:unless the maximum permitted decibel level`has been exceeded in which case the owner of•the system shall pay the fee. If the maximum decibel readings.are exceeded, the installation shall be considered a nuisance The nuisance violation must be corrected within 90 days from notification of the violation and if the violation cannot be corrected, the wind {{ energysystem shall'be rertioved or relocated at the expense of the owner. I 3. The 1NECF shall not create shadow or flicker that exceeds that shown on the shadow study provided with this application. Should it be determined through a professionally conducted shadow study that the project creates shadow or flicker that.exceeds or deviates from this study,:upon submission of such study to the Planning Board., the Board shall determine what mitigation is'required to abate the shadow or flicker effect. The fee for'this.service shall be paid by the complainant unless the shadow or flicker deviates from the plan and adversely affects•adjacent uses in which case:the owner of the system shall paythe fee, Wind Energy conversion Facility Special Permit 2007-016 4 Hyannis country Garden,Inc./Richard W.Griffith,Jr. r 4. The WECF shall not create, use, or Many way cause hazardous materials to be present on this site in excess of materials necessary for WECF operation. 5. The site shall be prepared so that no structure extends into the clear area.: 6. The WECF shall comply with the setback as shown on the site plan dated 12-6-07, 7. The WECF use shall at.all times comply with the conditions of the Site Plan Review approval:#014-07 dated March 27,2007 attached to this decision. 8. 'To ensure compliance with Section 240-44.1.4.4.1, before application fora building permit for the WECF, surety shall be provided in an amount totaling 150% or 83,058.00,. of the removal cost estimate detailed in Exhibit 8, the form and content..of which is acceptable to the Town Attorney, shall be posted with the Town Treasurer. The Planning Board may require a cost of living adjustment to this surety amount in five (5) years. 9. For ten (1 G)years'after the commencement of WECF operation,the owner/operator shall submit an annual report detailing,the output of the WECF, its impact on the source of electricity used on this site, and a description of operations including any time lost to maintenance, equipment failure or other condition preventing operation of the WECF. The first report to be submitted*!2 months from the date of a certificate of occupancy or-/ Use from the Building Commissioner. This report shall be submitted to the Planning Board through the Director of Growth Management. After ten years this condition is deemed satisfied and no further reports will,be.required. 10. The WECF shall be maintained in accordance with the provisions of ther maintenance plan submitted with this application by the applicant's attorney on November 16, 2007 and attached to this decision. Ordered:. Special Permit 200M11 is granted with conditions. This decision must be recorded at the. Registry of Deeds for it to be,in effect. The relief authorized by this decision must be exercised + in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter40A, Section 17,within twenty.(20)days after'the date of the filing of this decision, a copy of which must be filed in the,.f ce of the Town Clerk:. Marlene Weir, Chair Date Signed i, Linda Hutchenrider, Clerk of the Town of.Barnstable, Barnstable County, Massachusetts, # hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals fled this i decision and that no appeal of the decision h s been filed in:the office of the Town Clerk, Signed and sealed this day of tier-�, 2�d b under the pains an ,penalties of penury.f. k- 1 Linda Hu tchenrider Town'C.lerk !' i Wind EnergyConversior Fadilityspecial Permit 2007-01,6 5 Hyannis;Country Garden;Inc.(Richard W.Griffith,Jr. APPLICANT I1 FORMATION C u aQ j L (BUILDER OR HOMEOWNER) ti Nam Telephone Number yr��-`7-7 '7(eg ;;� ddress a3 & License #_ 6a�p 3 jZ Home Improvement Contractor# ' l®r-,M-051 ompensation =E� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE r bATE,. —7 :30 0g TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel : Application # �O 7 Health Division ~` Date Issued a Conservation.Division t Application Fee •6> /& HYANNIS FIE,,QQ I BUBEW- S'D Planning Dept. HYANNIS�I� b ' e . UNI Date Definitive Plan Approved by Planning Board 96 HIGH SO=rdl.W �IYlM '� ! 729/�1? Historic - OKH Preservation/ Hyannis Project Street A_dd/ress �� � �6g7- /A Village Y Owner vs n� 0 n A V r <f07 -sic Address_,!C4q Telephone S-0ac 7-S^ ff961 3' -2 7y- 02.?f !o /5' Permit Request Alcr A egm,s-te e.2c C,, /aG etc) a-/--COv,v-Im Square feet: 1 st floor: existing :14 posed 2nd floor:'existing proposed Total new Zoning District Flood Plain Groundwater Overlay �C- c �a7�Pc d aker l a y digti-�`G� Project Valuation ��„ _ 0 a a-, Construction Type W/tip( 7f-v ir&;i e 4�5/t!cf a,, Lot Size 4M 4C re,S Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ N/�wo Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑,No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) & Basement Unfinished Area (sq.ft) r Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new w Total Room Count (not including baths): existing new First Floor RA Coun. Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑ Other--� :' Central Air: ❑Yesh* No Fireplaces: Existing New Existing wood/ oal st ve: LTyes ❑ No Detached garage: ❑ existing/ $ew size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ i Attached garage: ❑ existingA4*1 size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Xes ❑ No If yes, site plan review# 6qg G(p Current Use Proposed Use 4` •I APPLICANT I1FORMATION (BUILDER OR HOMEOWNER) ;.,Name Telephone Number (� �'7 S- A 7 b 3 t'f 'Address .� �cs--•-r��'��` _ a- License# Cam. B-�P ,y,r rs �3y 77� 66( Home Improvement.Contractor# Worker's Compensation # 3 y? ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO— SIGNATURE '�_4 :-, DATE FOR•OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. , y ADDRESS VILLAGE OWNER DATE OF INSPECTION: 0 FOUNDATION FRAME r _ F _.INSULATION t , s FIREPLACE = ELECTRICAL: ROUGHHP `FINAL t _, _PLUMBING: ROUGH-9 k I FINAL - cr GAS: ROU�GIf FINAL FINAL BUILDING - � t da—cc - -' DATE CLOSED OI�T z 1 ASSOCIATION PLAN NO §240-44.1 ZONING ,§:240-44.l' §240-44.1. Land-based wind energy conversion.facilities (WECFs): [Added 044-2007•by Order No.2007-0821 A Purpose.and intent. It is°'the express purpose=of this section to accommodate'distributed , wind energy,conversion:facilities"in appropriate Land-based locations, while minimizing any adverse visual, 'safety and environmental impacts of thei facilities. The, section, enables the review of wind,energy conversion facilities by the Town's special. permit, granting authonty,..cI ' gthe criteria forstn sucha facility., his-ecJ- tended,T sn to"be used in conjunction with other.regulations adopted by the Town; including historic; district regulations, site plan review and other local ordinances designed to 'encourageLai propriate land use and environmental IT Further,it is the express intent of this action that: any special permit granted. hereunder "run: with the land and that. :any subsequent owner of said land be bound by the terns an con said special permit. B: Definitions. As used in this` section, the 'following terms shall have'the meanings indicated: CLEAR AREA;— The.'distance from-the lowest point of:the blade tip to:the ground. 4 HEIGHT:— Height is measured -om the grade at the;base;of the tower;to the;top`of the.: fixed tower;(moveable,:blades.are not:.included). LAND-BASED: Wholly:' ocated, on- upland :including any guy wires as may`be requred; :SPECIAL PERMIT 'GRANTING.AUTHORITY (SPGA)- Shall be the Planning: :Board,for this section WIND ENERGY CONVERSION FACILITY(WECF):— All equipment,machinery and structures utilized m connection with the:conversion of wind to,electricity..This includes, but is not limited to "all transmission, storage, collection and 'supply equipment; substations, trap formers,. site:'access; service roads and.machinery'associated. with the: use. A,wind energy conversion'facility may consist of one or mote wind'turbines;.. WIND=IVIONiTORING OR METEOROLOGICAL (TEST OK MET): TOWERS,— Tower used for,supporting anemometer; ;wind vane and, other equipmennt Ao assess.the wind resource at a predetermined height above the!ground.: WIND.TURBINE= A device that converts.kinetic energy of the wind into rotational energy to?tum an electrical generator shaft: C: District'r gulations: f 1) Use regulations: (a), ere �nversion facilities or wind-monito""ring towers,shall require a uildmg; e d may be""permitted.only as an accessory use to permitted use*in all zoning districts; - (b) Wind. energy :conversion. facility and' wind-monitoring ;or.":meteorological .. - towers. The construction of any, .vvrnd' energy, conversion facility. of; ta"Uf 240 86 1' io .ls-2007 .� nt y §24044.1 `BARNSTAlk CODE 1:14044.1` wind-monitoringtmeteorological tower shall be pernutted in all zoning districts, subject to issuance-of a special permjvand provided the proposed . use complies with all dimensional and special permit regulations set forth in 0j,� §240-125C (unless waived by-the. SPCA). :Any subsequent; ch or / modification of wind :energy:equipment shall be subject-to review by'.the 6L Building Commissioner: ^ (2). Dimensional requirements. a 'Type- Tilt-up towers fixed-guyed towers, freestanding towers or other designs may be considered for;approval by the SPCA: Towers may not:be. attached to:any residence:or habitable;structures. '(b), Setback.,'Ihe base:of any WECF shall be set back:from any:property line or road layout ire by not less than 120%of the proposed'height of the tower if; abutting residentially zoned properties and 80%/0 of the proposed height of the tower, if abutting nonres denhally zoned properties. Guy wires or any.WECF related construction•not wholly below; grade,. as:may be required by the. proposed:design,,shall be`set.back at.least 20 feet from property lines, and�30 feet'.from road layout lines if located,on, or adjacent to, residentially zoned: property:-..If located on; nonresidentially zoned property and -not abutting residentally ppry;guy wire-setbacks may be reduced to}lfive.feet ,do Other setbacks shall conform<to the yard setbacks of the zone in:which the; subject:property is located. The,SPGA may allow the setback to be reduced, as;':part of`the special penmit.process if the project proponent'can demonstrate. that;additional"height is:needed and that.the additional benefits of the hngher tower outweigh any increased adverse impacts: D., Special permit regulations The SPGA shall;grant a special pemut only if it,finds that the, proposal.complies with the:,provisions.of.this`.Zoning Ordinance ;(unless,waived) and s consistent with the applicable criteria for granting.special permits: w (1) General: Proposed wind energy.:conversion.facilities shall be. consistent with`all ,applicable,local,.state,and federal .requirements, including, but not limited'to, all applicablo electrical, construction, noise, safety, environmental and communications'.requirements: (a) Demonstrated utility 'The proponent shall: demonstrate that the .proposed WECF eff_rciently.generates electrical power: - C I� p ' ) Maintenance, A' written maintenance plan! shall be, submitted with: the ram` apphcat�on•for a,;special`permit; for review and approval by the SPGA.and ;shall be,made'a condition of-said special;permit. ' OV c(2) Design standards a) Visual impact: The proponent'shall demonstrate'"through project- siting.,and proposed mitigation thatthe wind energy conversion facili mmimrzes any, ty _. impact.ton the visual character of° surrounding neighborhoods,- and: ;the community T1nis'may Include, but not be limited Idi information.regarding �240 86.2 J ,. :io-15-007' r. §240-44.T ,ZONING:: site.selection;turbine design, buffering;lighting. Al1:e1ectrical conduits shall be.underground:. (b) Color..Wind:energy conversion facilitles.shall.,be painted nonreflective muted colors'fliatbknd,with the sky;without graphics or other decoration: (c): Equipment shelters.All equipment:necessary for monitoring,and operation:of the wind energy conversion facilities.should,preferably be contained within the, turbine-lower. If this:"is infeasible,. ancillary equipment may be located outside the ,tower, provided.it is contained either within:an underground vault; or, enclosed within a separate striictiire of behind a. year-round landscape or vegetated buffer.. (d) I fighting and signage: .. ti 1 Wind.turbines'shall be lighted only-if r. [ ) gh squired;by-,the Federal Avignon Administration.(fAA) Jhe proponent shall provide a:eopy of the.FAA's determination to,establish:the.'required markings and/or: lights:.for the • fracture - . : [2) Lighting of equipment structures and any other;facilities:on,site:(except lighting re , quired by the '`FAA) shall' be: ;shielded from, abutting properties; [33 N6.1signage.allowed:. e Ga wires. {.). y Guy;wires :?s'may 'be:utilized.:in the .construction of the tower:, shall;be.le ft.totally`.unadorned.Notfiing'shall be hung from or:attached to said wires. 'To.'prevent unintended contact. by persons. who 'may be; on-site;, landscaping or other approved methods maybe:impkmented..Exception:On nopresidentolly'zoned properties,not abutting residential property,:guy wires_ 'may`be.wrapped with a>colored sleeve only, to prevent unintended contact. Such'stoype'shall extend'to'a heighvnot.greater than 1.0.feet'abovegrade. . . Q) Enrironmental'standards: (a). Noise. [lj_ 'The wind energy;conversion facility a.nd.associated; equipment,sha11; ' conform to the. provisions of `,.the Department of Environmental, Protection's Division of Air Quality:Noise Regulations(310'CMR'7.10):' A source of::ound will be considered to.be violating these regulations;if the source: ' [aj IIncreases the broadband sound.levelby more than'10`dB(A) above. ambient;'or 'Produces a - [b] , , _ pure 'tone- condition: when: an octave bank ;center. „ {. frequency sound pressure level ;exceeds the two,`adjacent center; frequency sound'pressure levels by three decibels or more'. -,240 862 l" r 10=15 '2007'. §240-44.1 BARNSTABLE CODES 4.240.44.1 ' [2] "Ambient" is defined as.the background A=weighted sound level that>is exceeded 90% of-lthe time 'measured, during equipment hours. The., ambient may also be established:by :other means 'with 'consent-from DEP: The ambient noise level shall be measured at the, property line when the: WECF is located on eldv adjacent to .residentially zoned` property. .Otherwise,' the. special. permit, granting authority, i11 consultation:'with the` Department,, shall ;determine. whether such violations shall be :measured at the property line or at: the, nearest: inhabited residence.. Upon complaint of an'abutter, ambien and mawum ngrrm d decibel- ��,,'A measurements shall rformed b SPGA T1ie report shall be submitted to the SPGA for.review. The fee.for this 1' service shall be paid by the com lain ess the maxunurm permitted decibel level been:exceeded in-which case:the.owner of the,system: shall`Iay the fee: ; [4] If the maximum decibel readings are exceeded, the installation;shall`be; considered a nuisance: The nuisance violation ` �1 90 days.._from notification of the:violation,and if,the violation,cannot be corrected, the.:wmd'energy system:shall be removed or relocated at-the,' expense,of the owner. {b). Shadowing/flicker. Wind;; energy conversion.:facilit<es -shall 'be sited ;mm a manner:that does not result in'significant shadowing,or.flicker impacts.'The proponent has the.burden of proving that this.effed.doesmot;have,significant adverse impact on 'neighboring. or adjacent uses either through siting. or mitigation: (c); 'Safety standards [I]. No hazardous materials or waste.shall-,be discharged on the site'.of;any wind'energy conversion facility: If any hazardous'materials':'or wastes a are.,to`-be used old.;site,..there shall be,provisions;for full containment of . such materials or waste: [2] Climbing accessto tower,shall be imited'by placing climbing apparatus rioA,lower than:10 feet from the ground. 3 The.cleat uea,shall`be no less than 10,feet: ] •The wind turbine shall'confonn to.;FAA safety standards, as:amended:: . . (4) Cond on. . i " Upon a`finding byv the; Building Commissioner that., `WECF ;has been; abandoned: or has been`left,:in. 'disrepair or has-:not been: maintained =c0e with;the approve n nance plan, the owner of.said WECF ed.in wntmg by certified mail that.the WECF shall:be.brought` up'.to standard, If regwred repam or maintenance' are not accomplished_ within 45 days,the°WECF shall be deemed condemns ved '240:86 2 2 o-15.-zoo? f' §24044a ZONING §240-4.6 from the. site within 90 days thereafter at the expense of the property owner. -- The.aforementioned periods of time may be extended at:the request of:the owner and at the discretion of.thef"Building:.Commission.. "Removed from:. site"shall mean: [1]'_ Removal of`the wind turbine and tower,, all`machinery; equipment; equipment shelters, security"barrers and all appurtenant structures•from.: ; the subject property; [2] Proper::disposal of all,solid or hazardous;mat.e als and.wastes from.the site in accordance'with local and state solid Waste.disposaALregulations; ; ' [5], Restoration of the,location of the wind energy conversion facility to its natural condition, except that any:landscaping; grading or.'below-grade` k. foundation may,remain in the after condition. . (b) If an applicant: fails to; remove a wind, energy conversion facility in accordance: with this :section, of this chapter,- the, Town shall :have. the authority to:enter the subject property and physically'remove the facility:The SPGA..may. require the applicant to provide a form of surety (i.e., post` a bond letter:of credt`.or establish ants' account.or other) at the'SPGA's. _ election, e75f n :cover:costs of the removal in,the.event the,TO must remove the facility. The amount of such surety shall be equal" to 150% of the .cost of compliance with this section. Tlie applicant shall: 5 submit a fully inclusive estimate of the costs associated with:removal. The f amount shall include a mechanism for a cost of living adiustmenicery ve § 40-45. Off=streetstorage.of trailers:..[Amended 2 22-1996;by Order No:'.95=194]-:: A mo a-home may.be`stored in'a.garage:or other accessory building,or on the rear`half of lot own r'occupied by the owner of the mobile home.,The to on of.the mobile.home, shall'comply: fire yard"requirements ofahe,zoning:districtuwluch rt is.located: ; §249 46. Home occupation. dded 8474995 b rder No..>95495] A. Intent It is the intent.of this s on;to,all6w the residents.of the.Town,of Barnstable:to, operate a.home`occupation within le-family dwellings, subject:to.the provisions'of this section,provided that the acA 'ty s l not be discemible from outside the dwelling; there shall be no increase > oise prono visible alteration to the, premises which Would 'suggest':anything.o euthan a residen use;no increase in.traffic.above normal residential,volumes,. d'no increase,in air,or gro waterpollution. B. After registratio' ith�:the Building ':Commissioner; a> ustomary home:'occupation::shall.' be perinitted of right subject to the'following condition (1) The tivity m..carried on by the permanent resident a:aingle-;hihHy`residential d:,elhng;uiut; looted within.that dwelling uisit. ' 240:862:3' „to is-<ioo� i 73'73. 200.56' � N F O j'-141.6' WIND TURBINE FOUNDATION J J rn MAP 1 PCL 52 52 w O w 0 l` Ln # 380 Ng 20N Re ZONE Sr 2g6.29, Mq�N S �FFT FOUNDATION PLOT PLAN DCE # 03-157 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 380 WEST MAIN STREET, HYANNIS, MA SCALE : 1 " = 200' DATE : 1 1-17-2008 PREPARED FOR: ASSESSORS MAP 269 PCL 52 OWNER OF RECORD: COUNTRY GARDEN REALTY TRUST COUNTRY GARDENS TITLE REFERENCE: DB 4662 PG 145 I HEREBY CERTIFY THAT THE WIND TURBINE FOUNDATION ,1HOFMAS SHOWN ON THIS PLAN IS LOCATED ON THE Sic GROUND AS SHOWN HEREON. DANIEL yes I off 508-3"-4-141 A. fc. so9-362-9980 O OJALA ch ch downcope.conI ® ,� No.40980 down cope engineering,10C. civil en inee�s — land surveyors 7 I /�� _ �`�oSLR 939 Moin Street ( Rte 6A) — —'— YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR - 11/17/2008 22 : 19 Michele Cudilo, PE N0.577 01 MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)'771-7601 • Fax(508)771-7163 meudilo@comcast.net November 17,2008 Town of Barnstable Building Department 200 Main St. Hyannis,MA 02601 Attention: Mr.Thomas Perry ADVANCE COPY VIA FAX: 508-790-6230 Building Commissioner RE PROPOSED WIND TURBINE AT COUNTRY GARDEN,HYANNIS, MA- - Dear Mr. Perry, Please be advised that the as-built foundation construction for the above captioned project,as designed by this office,was observed on numerous dates during construction. The as-built foundation plan has been submitted to your office. To the best of my knowledge and belief,the as-built foundation is adequate,and in compliance with the requirements of the Massachusetts State Building Code,7`h Edition,as applicable. sincerely, 4�4k�eA , Michele Cudilo,P.E. /2008-62 �4<N OF MA cc: D.Strong MICHELE CUDILO No.347/4 U SjSUCTURAL �f�A I Roma, Paul From: Perry, Tom Sent: Monday, November 17, 2008 10:52 AM To: Dan Ojala (down cape@d own cape:com) Cc: Roma, Paul Subject: Country Gardens Dan,there seems to be an unnecessary amount of confusion on someone's part as to what we are looking for.We have NEVER received a certified as-built for the location of this for what should be a VERY SIMPLE project.Nothing more----- nothingless;we are looking for the as-built for LOCATION.We are not looking for substantial completion from the Michelle Cudilo;that is not the as-built surveyed plan.WE NEED THE AS-BUILT FOR LOCATION.I�don't know how to make it any clearer. Please Dan,enlighten these clients and straighten out these cooks as to what we are looking for and get every one out of the kitchen that doesn't belong there. 1 Message Page 1 of 1 Blanchette, Debra To: Perry, Tom Cc: Roma, Paul; Houghton, David Subject: Hyannis Country Garden bond Hello Tom Diana Duff ley of Hyannis Country Garden, Inc. has delivered to me a Wind Energy Conversion Facility Bond Permit , Bond Number 4-106-377 as Surety to the Town of Barnstable, the sum of$83,000 for the payment of the removal of the wind energy conversion facility located at 380 West Main Street in Hyannis, MA. In accordance with Section 240-44.1.4.4.1 1 am notifying you that this bond has been posted with the Town Treasuer and is acceptable to the Town Attorney, David Houghton. Please let me know if anything else is necessary to complete this process. Thank you. Debra � I 8/25/2008 WIND ENERGY CONVERSION FACILITY BOND PERMIT Bond: Performance and Decommissioning A: BOND NUMBERA-016-377 .' .. "" Know all:by these presents,.that Hyannis Country'Garden-Corporation, a Massachusetts Corporation'as Principal, and, a corporation; The Ohio Casulty ' insurance Co.,a Ohio'Corporation - as Surety,' are held and firmly Bound :unto.: the Town of Barnstable, as,obligee, hereinafter called Obligee; in the'sum of Eighty-three thousand dollars ($83,000), for the payment whereof well and' severally; firmly by these presents. Now; Therefore; the condition-of this obligation is such that if the Principal shall satisfactorily perform:the work required under``and within the,terms'of the permits. ` for removal.of the wind*energy conversion,facility located at-380 West Main Street, Hyannis;MA 02601 then this obligation shall:be null and void; otherwise it shall remain in.full force and effect: It is'unde.rstood and agreed;.by all:parties hereto that this bond.is executed;by the -_ surety and accepted by the Obligee subject to.the�following Express conditions: 1. This bond.,shall.be effective on August 25, 2008.-and shall remain in effect until cancelled as=hereinafterprovided. 2. , This bond may be cancelled.by,the Principal or the Surety by giving . Thirty;b)-days. notice to the obligee, said cancellation not to effect any liability incurred.or.accrued prior to,the termination of said thirty day period In witness whereof.the Principal.and..Surety have,hereunto set,their hand and seal this Twenty-fifth day of August 2008. By Hyannis,Country Garden, l Ma"rtha Kenney, Attorn in- fact r ' !I THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. I i CERTIFIED COPY OF POWER OF ATTORNEY THE OHIO CASUALTY INSURANCE COMPANY WEST AMERICAN INSURANCE COMPANY + No.40-463 Know All Men by These Presents: That THE OHIO CASUALTY INSURANCE COMPANY, an Ohio Corporation,'and WEST AMERICAN INSURANCE COMPANY, an Indiana Corporation, pursuant to the authority granted by Article III, Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company, do hereby nominate, constitute and appoint: Mark McCartin,Robert W.Milleri Kelly C.Bolton.or.Martha A.Kenney of Hyannis,Massachusetts its true and lawful agent(s) and attorney(s)-in-fact,to make;execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS, UNDERTAKINGS, and RECOGNIZANCES, not exceeding in any single instance ONE MILLION($1,000,000.00) DOLLARS,excluding; however, any bond(s) or. undertaking(s)guaranteeing the payment of notes.and interest thereon And the execution of such bonds or.,undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all I intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Companies at their administrative offices in Fairfield,Ohio,in their own.proper.persons. The authority granted hereunder supersedes any previous authority heretofore granted the above named attorney(s)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The'Ohio Casualty Insurance Company and West-American Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of each Company this 7th day,of January,.2008. e OAI a,, V1W Vw y Q Sam Lawrence,Assistant Secretary 1 O STATE OF OHIO, C vi COUNTY OF BUTLER Y y C 4) On this 7th day of January,2008 before the subscriber,a Notary Public of the State of Ohio,in and for the County of Butler,duly commissioned and > . C qualified,came Sam Lawrence,Assistant Secretary of THE OHIO CASUALTY INSURANCE COMPANY and WEST AMERICANINSURANCE 4-r COMPANY,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged _ C the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Companies aforesaid,and that the seals affixed to O the preceding instrument are the Corporate Seals of said Companies,and the said Corporate Seals and his signature as officer were duly affixed and V F' v d subscribed to the said instrument by the authority and direction of the said Corporations. y W I0- CE L > IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Hamilton,State of Ohio,the day and year first 0 CL �+0 above written. to �Q�/ Q co O L Notary Public in and for County of Butler,State of Ohio 3 cCo 60 _ My Commission expires August 5,2012. 0 ;_ O+; This power of attorney is granted under and by authority of Article III, Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty ycc C Insurance Company and West American Insurance Company,extracts from which read: t p 4)N Article III,Section 9. Appointment of Attorneys-in-Fact. The Chairman of the Board,the President,any Vice-President,the Secretary or any , 6 to Assistant Secretary of the corporation shall be and is hereby vested with full power and authority to appoint attorneys-in-fact for the purpose of O C signing the name of the corporation as surety to, and to execute,attach the seal of the corporation to,acknowledge and deliver any and all bonds, O C recognizances,stipulations,undertakings or other instruments of suretyship and policies of insurance to be given in favor of any individual, firm, -a 3 I E corporation,partnership,limited liability company or other entity,or the official representative thereof,or to any county or state,or any official board 0 M or boards,of any county or state,or the United States of America or any agency thereof,or.to any other political subdivision thereof > w. s. (D n V This instrument is signed and sealed as authorized by the following resolution adopted by the Boards of Directors of the Companies on October 21, C?C 2004: ;_ > RESOLVED,That the signature of any officer of the Company authorized under Article III,Section 9 of its Code of Regulations and By-laws p I 0 v and the Company seal may be affixed by facsimile to any power of attorney or copy thereof issued on behalf of the Company to make,execute, seal C 00 and deliver for and on its behalf as surety any.and all bonds, undertakings or other written obligations in the nature thereof; to prescribe their 0 r respective duties and the respective limits of their authority;and to revoke any such appointment. Such signatures and seal are hereby adopted by the p j Company as original signatures.and seal and shall,with respect to any bond,undertaking or other written obligations,in the nature thereof to which it �'T is attached,be valid and binding upon the Company with the same force and effect as though manually affixed. l CERTIFICATE I,the.undersigned Assistant Secretary.of The Ohio Casualty Insurance Company and West American Insurance Company,do hereby certify that the foregoing power of attorney, the referenced By-Laws of the Companies and the above resolution of their Boards of Directors are true and correct_ 1 copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seals of the Companies this day of £!SEAL E .:SEAL� iOO����I"" C i• `%�L��S7M�'/IGO I Assistant Secretary I ,.i s .� a .. 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Remote Villages can match the power needs of man local applications, and harness the most advanced <. t w "q rr ,. g P Y pp ♦ �-,• w t r� ai s ,A a`♦ �� ��� : �. ... , �i �' y`• n.• r -, ,tom .a \ It 3i :F�w \. - ;4, f fir/!''' j�/,J1 { j i .\ � �. �. ♦ \ �6 1 1 :�f - ` A }u�1 1.. � -�:�1. ',�w i '\ �, ♦ '-'.a c h are municipalities,schools and technology,in its simplest 3 e r» - .\ \ -+� , z�. , •t t.�'whether they 9Y, P , ! S` ^Ft � � • . , fie.-Kr ... ;, .. 0 'i , p 1for a{ Y i ^ •f rm reate solutions `v }. g .x..:rm r iness cam uses. o to c fa s o bus � - �aa..••• �'-• a Its physical size fits within most constraints inherent our renewable energy needs. �r �-:W��� ''� i� � � �„ , ,11> • /' `•�. , , c, • p Y Y 9Y N S T L� a r .. /- .� �_�`�. ,� � t .,; .,, ,�. �.• •'Irk_ •�.-, - ,K�'_a .,." ��, .�• ' • a. v y,,_ { in highly populated areas and the low-maintenance "'R•t. � a. .. � '� � '►.. '� \ �,. y - 9 Y P p •�'� ?I L �';• � �. ""q, •� , �: � ,.• {R. 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What ! that favor a low height profile, r D D ► ss �� s f . ,r t'r J° this means for your application is more Make the most of your wind.All turbines capture wind, easy utility connect,low noise and ' energy and less maintenance. but Northwind 100 captures it better! cost effectiveness. t - �j g� I o 't . • - • • . g - - . • • } Originally developed with a NASA grant >-We optimized performance of the >-Our advanced blades are fiberglass ' )-THE NORTHWIND 100 )-THE NORTHWIND 100 �0 j 1 ; ` • _', , . ' . . . . ', ;' )� , and designed for remote and isolated sites, Northwind 100 for low wind speeds,so you reinforced and designed in-house for maxi- MAKES ECONOMIC SENSE. IS A"READY-FOR-UTILITY INTERCONNECT" ri: ` •` _ , • • �' _ '� "_ . the Northwind 100 put reliability at a don't have to live in a wind tunnel to benefit mum performance. �, Even at modest speeds,the Northwind CERTIFIED PRODUCT. premium.Regular and costly maintenance from wind power. 100 can produce enough electricity to With an easy grid connect and no � • • ••• • • • •' � t i �All our turbines come standard with i was not an option for applications located d represent significant savings in utility complicated approvals or expensive r M • • •- Our turbines begin making power at wend SmartView.This easy to use monitoring • s at the South Pole or in the Indian Ocean— g g p y g costs.Given its 20-year design life,you interconnection requirements,it makes t - - - ; • • ^* r ;, .... speeds as low as 3 meters per second system provides web-based access to your • • • - let alone your farm,school or business. 1 can be sure that the Northwind 100 will for an ideal choice. •- - . . • _ • i, � i,•, x � y.;;' (6 mph)and can provide clear economic Northwind 100—so you can track power provide long-term benefits and more _ t benefits in all kinds of wind regimes. production and performance from anywhere i )-LOW HEIGHT PROFILE .� . - . • - I,�`,$t�N I than pay for itself over time. .•: • -. . . - •- •. - �� In the world. I - , Sitting on a standard 37 meter tower, An engineering advancement in simplicity '.,• - •_ • . - • •• •• • THE RIGHT AMOUNT OF POWER the Northwind 100 fits neatly into most and precision,our gearless direct drive For many municipalities,schools,and landscapes. technology maximizes energy capture and outperforms conventional gearbox designs. small industrial sites,one 100 kW turbine • • • •- • • • • • • - p g g —or a cluster of two or three—meets LOW NOISE • • • • - • • • - all their energy needs. Apparent noise levels are measured at I 50 dB,which echo the sounds of normal r TURN IT ON AND GO BACK TO WORK. conversations or soft music. Our turbine is designed for ultimate reliability,so you don't have to be in the utility business or hire a team of full- E-> -1 time professionals to reap all the bene- �oEnib �r! s.,rapra.,• fits of wind power. a.krone Mule Heights Wind Turbine Generator 1" oK� E �a. coon .. m.wmwrc -- I r 1, ,B �! 20 _.- 30 ° ;. With SmartView,you always know that Z=Ilp® � I� M I your solution Is working for you. IF,.W I . ® ®� Page 1 of 1 Roma, Paul From: Blanchette, Debra Sent: Monday,August 25, 2008 4:15 PM To: Perry,Tom �Cc: Roma, Paul; Houghton, David Subject: Hyannis Country Garden bond Hello Tom Diana Duffley of Hyannis Country Garden, Inc. has delivered to me a Wind Energy Conversion Facility Bond Permit , Bond Number 4-106-377 as Surety to the Town of Barnstable, the sum of$83,000 for the payment of the removal of the wind energy conversion facility located at 380 West Main Street in Hyannis, MA. ' In accordance with Section 240-44.1.4.4.1 1 am notifying you that this bond has been posted with the Town Treasuer and is acceptable to the.Town Attorney, David Houghton. Please let me know if anything else is necessary t6-complete this process. Thank you. Debra • I 8/26/2008 Message r � .� Pam:1of 1 Roma, Paul From: Blanchette, Debra Sent: Monday, August 25, 2008 4:15 PM To: Perry, Tom Cc: Roma, Paul; Houghton, David Subject: Hyannis Country Garden bond:, Hello Tom Diana Duffley of Hyannis Country Garden, Inc. has delivered to me a Wind Energy Conversion Facility Bond Permit , Bond Number 4-106-377 as Surety to the Town of Barnstable, the sum of$83,000 for the payment of the removal of the wind energy conversion facility located at 380 West Main Street in Hyannis, MA. In accordance with Section 240-44.1.4.4.1 1 am notifying you that this bond has been posted with the Town Treasuer and is acceptable to the Town Attorney, David Houghton. Please let me know if anything else is necessary to complete this process. Thank you. Debra 3/19/2009 °Fz�Ef � Town of Barnstable Regulatory Services BARNST� HASS."BMg; Thomas F. Geiler,Director 0.39., Building Division Tom,Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r ' r (xJ as Owner of the subject property � a hereby authorize �� X� .la QIi�G}� to act on my behalf, in all,matters relative to work authorized by this building permit application for: � Z (Address of Job) Signature of Owner D Print Name .If Property Owner is applying for permit please complete the Homeowners License . Exemption Form on the reverse side. Town of Barnstable mop THE rp�� Regulatory Services , « Thomas F.Geiler,Director 13ARNSTABLE MASS. i639• ,� Building Division PJfD I��a Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 vtnv.town.barnsiable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109,1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations:. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner . Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be,required io comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a parson(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed.person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt sucha fomi/certification for use in your community. . i.�-I,1,Ir!�IIII 1I�����-agf.�,,I�,��,r,�It",.i�),W&III�,.fp.1'�I.1I��ti*!v2""�-�I7,z.U�I . y L Lr 'F �.. . :3 v, `t 1. .h t '.� A, .. tel (508)362-4541 939 mam,stregt tt 6a }' I. 02 yarrnout(t port , r y , v a fax(508)362=988t) .22 pI mass 02675 �.T , - r � 3 ' Y :�, b -: @$9 4 i ,, ,rt\ '' S? Yr J down cape engineering inc _ 4 structural design n �" `_�° , g January,l 1,2008 civil eng}neers$land,surveyors rr Daniel R OJala F'.E PL S r ,,, , ', ` �, Arn' H,'0 ,aPE., , Federal Aviation Administration ' 1h � ; _� { ¢` land court i r f u a Timothy H Covelt;PLS. Attn: William Merritt, Specialist _ '� f surveys q a � ai h A tin Andrew R GaruQ R L.A. (or Mike Blaich or other Specialist) ; , y z: , k v. Air Traffic Airspace,Branch,ASW-520 4 , , , 2601 Meacham Blud t w_ t ri '. - ,; Y rt site lamm� x ;y a s Fort Worth,'I X 76137k 0520 hk E .:a ,� - ,,� RE FAA Aeronautical Study#2007 ANE 1964 OE 2C SURVEY Y A sewage system = , designs a, 4 % k , ; , t Dear Special>st w a` v � ,� '�` Y; Q 9 a N ,fin,. t'n a tq „SX 'aS+xtS',t^,¢, :, j., tr 4 ri Fk va _ x : _ ' ? t Inspections Pursuant to,the request of.Diana.Duffley of Hyannis Country Garden,Inc,#38.0 West Main F `r�' A ' Street m Hyannis,MA,02601,oiir'o'Ml is providing nevi , geodetic coordinates and g , , r. # I '" elevations for a proposed wind turbine proposed at the Country Gardens at the above address# ' ' perm;ts This 2C survey is in upport of the+Notice of Proposed Construction or;Alteration(7460`1) filed for the site,which generated thexFAA Aeroriautical''Study#2007 ANE 1964 OE'. r �Y r /._ c .;� 5 v. i landscape ,, The location on the ground where the center of the wind turbine monopole is now proposed architecture has the following position based on the National Geodetic Datum of 1983 t Latitude 41° 39' 04 73"�NAD83 r _ 'b s ! \ P tia / art r ',re Longitude 70° 18'43894' NAD83 a y 'tF x� The elevation of the base of the proposed monopole is elevation 36 0 based on NGVD 29 ; ` i a ,} 3 a datum a s s t M Y`a$s #¢ :, 'v v 3 F f ' A pole height 1214'-and a blade radius of 34 5'is proposed,s ', _e overall height to the top +Y x a. ,..:^ Id be 121 4'+ 4 5' 156' '' a of the structure wou 3 I r ,:" a "g x.. e y a .b, rr �, a g +" s -;,a _ } +E ',. 'z:r k�+ ", x :: ,m t µ .n t',, is r s !y j Added to the proposed ground height of 36' above mean°sea level(per NGVD29) the overall' ' ` - J s,-q R t4 f height above mean s'ea level would be 192' y £2 , _, } f y �` The horizontal accuracy o..the above measurement is certified to be within 20' of true NAD83 r .- w = x t ,, i position is - » c �r K, a < aY 4? 'T ""f:' e .' Fin ° _ p3:; i. ?h i � ` The vertical accuracy of the above measurement is certified to be within 4'of true NGWD29 > .�; { / datum 5 b �_, e�,; �. �S j. r , � i a ;. - i� { roh r ,„�r v:. T� '� 1. u y s�a t.a , rL � +. f h b yobt t I have attached a copy of the stamped Site Plan for reference For your reference,the former i I ti ; - r , fp' s , w FAA Aeronautical Study was #2006 ANE 1227=0E;that study is now superceded s" dot ,g;t .�` -s w.ysgq* a ,� .:r ,a a ,,. ,�,a; fi, k s A r 1 r a x ?_ 0 ti S " ;x '' hUery truly yours, at - :, q�jk of 4f, 'e�Sx OF M,r " > s n ;s"`t 1 f, a' p .� a �' a �`V s',Q }>, `CJ` S. �: +yY +'. ra". i', n ''t t,ay, tµ ', � \ er't. ti Fr~' 'G C '�- C u '`-zLv - y r - N o DANIEL 9G o`' tiG k � - } //_ N DANIELA �, z '.� r u c � x 4 .;r. ". _,• 3t, 4 r. j/ �� r O'`� a A " a g OJALA C - —1 r'�'Ak�H u �' ';�` S y �' Daniel A O aIa PLS,PE " ;,&il A - y v, A . ` J.'�, =x v,+na. / x,�,,'" _ J. a s a ,`� CIVIL. 4`,`, a .; # " 'd`>? ;sh' _.: •G: , ' °' R � Down Cape Engineering Inc q.No 40980 No 46502 , W 5 , f.: QS �kRN 49 SAC Y.hY£11414 - �:'wi YL �A i e, , n ""3>G /O -`C i." i } } /u2 S#,. 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G R av � w *� � + f� n S^ x : t t a x a y,"'x 'S E $ u ,r 7 ;p ' qyo p Fss� NG ry sr ,. -.� r<�-. ,,. ;4 s-r d f - a i a ' $t1RV ti< ONAL E 4 � ' s W r �`, ji" °i .:'ir a .-S } si3�Page-1�of 1 .�.N.. r , .+ry, = a . n ;, g, c�,y �"��,,.,; r "S ,r 3 ,F t o d W th 1 t'a; o, ?p ? k a {yd k rya i i Ashen a a L \ w is :y f _ t X r f r 'iz� i b o- '� �.3�'; os n ..r � xe s �a E '9._d' Ac *-,a Y 4� ,m •a 1.` d -x$a ro u .� ,� ,£'n:,s„ "'�' a.: a-^p,+w ..w d x °u,r,�" s: 1 �?3 '� � � � '.:,,� a k '�.t�Y? :at p'+f§,•z�x' -� ��,�3� a#Q, s .i'���?c�-:y zy�'+'Y:r s x+' °'<;'' .-,r':s... �u�-> nt .;�;.r Y* .�: -;l L .� � n'�- � t� y: 'k x tt k cF'�>� `�,`r'� ?,�, � k* 3,{`- � '"• +'''�',�" I ' Page 1 of 1 Roma, Paul From: hcgdgd@comcast.net Sent: Thursday, July 31, 2008 2:08 PM To: Roma, Paul Subject: app#200804072 Hi Paul, Just wanted to make sure you have my contact info in case you need anything further regarding our building permit. Cell:774-238-2789/hcgdgd@comcast.net After 2 years of permiting we are hoping to move things forward. Thank you and I look forward to meeting you too. Diana Duffley 8/1/2008 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 U www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors(Electricians/Plumbers' Applicant Information Please Print Leuibl_yr Name(Business/Organ ization/Individual): X7_te Address: coo ace p 6 City/State/Zip: Qa�3 Phone.#: 7 7/- 7G Gl Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ 1 am a general contractor and I � yer w 6. ' New construction employees(full and/or part-:Erne).* have hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp.insurance comp. insurance.$ required.] 5. ❑.We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t C. 152, §1(4), and we have no employees. [No workers' 13.[1 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. 4 Insurance Company Name: ®!•I IN �d9 , � Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address:� City/State/Zip: Attach a copy of the workers' compensation policy declaration page(sbowing the policy nu er and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I hereby certi under the pains nd penalties o perjury that the information provided above is true and correct Si` afore: `Date: / c y "Phone#: off -7 71 - Official use only. Do not write in this area, to be completed by city or town officiaG City or Town: Permit/License# Issuing Authority(circle one): 1.Board,of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: k Information and InsAtuetions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant.thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for•the performance of public work until acceptable evidence of compliance v�zth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be,submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The C6mmonweaM of Massachusetts' Department of Industrial Accidents Office of Investigations 600 Washington Street Boston; MA 02111 Tel. # 617-727-4900 ext 406 or 1=977-MASSAFF Fax# 617-727-7749 Revised 11-22-06 www.mass..gov/dia Federal Aviation Administration Aeronautical Study No. Air Traffic Airspace Branch,ASW-520 2007=ANE-1964-OE 2601 Meacham Blvd. Fort Worth,TX 76137-0520 Issued Date: 01/29/2008 Diana Duffley Hyannis Country Garden 380 West Main Street Hyannis,MA 02601 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Wind Turbine north wind 100 kw Location: Hyannis, MA Latitude: 41-39-04.73N NAD 83 Longitude: 70-18-3 8.94 W Heights: 156 feet above ground level (AGL) 192 feet above mean sea level(AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are)met: Based on this evaluation,marking and lighting are not necessary for aviation safety. However, if marking and/or lighting are accomplished on a voluntary basis,we recommend it be installed and maintained in accordance with FAA Advisory circular 70/7460-1 K Change 2. This determination expires on 07/29/2009 unless: (a) extended,revised or terminated by the issuing office. (b) the construction is subject to the licensing authority of the Federal Communications Commission (FCC)and an application for a construction permit has been filed, as required by the FCC,within 6 months of the date of this determination. In such case,the determination expires on the date prescribed by the FCC for completion of construction,or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE.PERIOD OF THIS DETERMINATION MUST BE POSTMARKED OR DELIVERED TO THIS OFFICE AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. This determination is based, in part, on the foregoing description which includes specific coordinates,heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power will void this determination. Any future construction or alteration, including increase to heights,power, or the, addition of other transmitters,requires separate notice to the FAA. Page 1 of 2 I This determination does include temporary construction equipment such as cranes, derricks, etc.,which may be used during actual construction of the structure.However,this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the ,FAA." This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law,ordinance, or regulation of any Federal, State,or local government body. A copy of this determination will be forwarded to the Federal Communications Commission if the structure is subject to their licensing authority. If we can be of further assistance,please contact our office at(770) 909-4329. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2007-ANE-1964-OE. Signature Control No: 550714-101513101 (DNE) Michael Blaich Specialist Page 2 of 2 CONSTRUCTION CONTROL AFFIDAVIT r PROJECT LOCATION: 1 NAME OF PROJECT: IMR� ir6J1-�j0s SCOPE OF PROJECT: t',W511 Q ss-u-L v` tip W(/ iri6 `_kPlPL-, Ip acc,ordance with Section 116.0 of the Massachusetts State Building Code, I, °tj N , being a registered professional engineer/arehitnf hereby certify that I have prepared or directly supervised the preparation or reviewed with responsible care all design (or construction) plans, computations and specifications concerning the above named project. In those cases wherein I have reviewed with responsible care the plans, computations and specifications of other architects and engineers, I have determined, through their certification (affidavit/registration) that they are Massachusetts registered professionals qualified to prepare these documents. To the best of my knowledge and belief(and by the certification of those registered professionals who have prepared certain documents within their areas of expertise) these plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code and all accepted engineering practices. I further certify,that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine (inspect) that, generally, the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contact documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. At the completion of the construction; I shall submit to the building official a report as to the satisfactory completion-and the readiness of the project for occupancy (excepting any items not endangering such occupancy and listing pertinent deviations from the approved building permit document). 'Signature �l,./,/�,P�Discipline/Branch (-i V - -3��7¢ Subscribed and sworn to before me this 2_ELday of 2 . Commonw Notary Public GIVea►t 1 of NOTARY PUBLIC My commission expires o 'res Mai( 2e,2015 i GENERAL NOTES AND MATERIAL SPECIFICATIONS 28'-0" FOUNDATION BOLT TEMPLATE' - TOP RING TEMPLATE 1.THE PROPOSED STRUCTURE IS LOCATED IN A FILL AND SAND GRAVEL GLACTIAL TILL AND BEDROCK BELOW,AS DETERMINED BY SHALL BE 4"X ib"WITH IX." CIA THE GEOTECHNICAL ENGINEER, GEOTECHNICAL SERVICES INC, GSI. 14'-0" 14'-0" HOLES PROVIDE A ONE PIECE UNIT PER REPORT OF JULY 11, 2008. ADDITIONAL RECOMMENDATIONS BY e'-0" WHICH WILL POSITION THE ANCHOR BOLTS WITHIN t Xe"OF THEIR GSI OF SITE PREPARATION AND BACKFlLI SHALL BE IMPLENITED. SPECIFIED HORIZONTAL LOCATIONS& f 18"FROM ITS SPECIFIED HEIGHT. 95% A.PACTION.BACKFILL SOILS SHALL BE SAND/GRAVEL MIX, PLACED FOR • �6 CHAMFER 08.0, OUTSIDE EDGE, CA BOTH SIDES. FOR REMOVAL 2. FOR SITE LOCATION AND GRADING ELEVATIONS, SEE THE SITE _ ROTOR LEVELING gLATFORM 2'-0"x 2'-0"J 6" �' t T' PLAN BY OTHERS. LATEST ISSUE. TOP #40 6" E.W. U-BARS, 18"HORIZ. X 12" SIDES 0O /• ALTERNATE 3. SA ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE TIE TO FOOTING R BAR MASCHUSETTS STATE BUILDING CODE,ASCE-7,AMERICAN THE TEMPLATE MAY BE FIELD SPUCED IF DETAILS ARE SUBMITTED CONCRETE INSTITUTE CODE, LATEST EDITIONS. FIELD VERIFY TO&APPROVED BY THE ENGINEER 4. PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING OF ALL QUADRANT ORIENTATION THE SPLICED UNITS MUST MEET STRUCTURAL COMPONENTS TO PERMIT THE SAFE INSTALLATION AND o THE POSITIONING CRITERIA COMPLETION OF ALL WORK WITHOUT DAMAGE TO PROPERTY AND - WITHOUT JEOPARDIZING THE SAFETY OF ANY PERSON(S). 5. CONCRETE: A. 28 DAY COMPRESSIVE STRENGTH: 3500 PSI MIN., 'I AGGREGATE, MAX. 4"SLUMP. 3 TEST CYLINDERS REQUIRED. TOP RING TEMPLATE MIN, CONCRETE PEDESTAL 3" DIA. EMBEDDED A B. REINFORCING STEEL NEW BILLET STEEL ASTM A615 DRAIN PIPE » ei n GRADE 60, RECOMMEND FULL LENGTHS, NO LAPS. PROVIDE SHOP BOTTOM RING TEMPLATE (S I M.) 5 X 1 WITH 1 1 /8 DIA HOLES DRAWINGS FOR APPROVAL, INCLUSIVE OF CHAIRS, MISC. HARDWARE. FIELD INSPECTION REQUIRED. 1/4" = 1 -D" C. BASE PLATE GROUTING: 6000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH. Q� '• 6. FASTENERS: A. ANCHOR BOLTS:ASTM F1554 GRADE 105 BOLTS SHOWN SHALL BE HOT DIPPED GALVANIZED, WITH HEAVY HEX NUT. B. FASTEN PRELOAD: 41.6K MIN. 69.7K MAX.TESTING REQUIRED. 7. STRUCTURAL STEEL A. PLATES:ASTM A36 PAD FOOTING 4'-0"THICK CONCRETE #6 ® 6"OC EW 8. FOR MONOPOLE SUPERSTRUCTURE REQUIREMENTS, SEE PLANS BY � - DOUBLE HEX NUTS NORTHWIND, LATEST ISSUE. 1"DIA.W/ASSOCIATED NUTS, PLS&WASHERS #7 ® 6"OC EW PROVIDED AND SET BY FDN CONTRACTOR - SET TOP & BOT TEMPLATE TO SUPPORT BOLTS IN 1" DIA. SCHEDULE 40 PVC PIPE SLEEVE- T.O.BOLTS DURING CASTING, FULL ANNULAR SP W/GREASE PRIOR TO SETTING CONTRACTOR RESPONSIBITY GROUT CONT. BELOW TOWER 2•-1 •• 5'-3" 5'-3" -y4 SLOPE TOP OF PEDESTAL 10'-6"SO. PEDESTAL TOP OF FDN FOUNDATION PLAN -NOTE FDN CONTRACTOR SHALL DEVELOP CASTING a TECHNIQUE TO HOLD AB SECUR IN PLACE& PLUMB WITHIN TOLERANCES NOTED 1/4" = V-0" BOT OF FDN POSITION THE ANCHOR BOLTS BY MEANS OF A STEEL '> TEMPLATE WHICH MATCHES THE TOWER BASE FLANGE. SEE REMOVE THE TEMPLATE AFTER CONCRETE IS PLACED. VIBRATE CONCRETE INTO PLACE DIRECTLY UNDER TEMPLATE CAST IN BOLT TEMPLATE ` 1" DIA. X 6'-1"ANCHOR BOLTS (10" PROJECTION) CONTRACTOR RESPONSIBILITY OF WITH HARDENED STEEL WASHERS (ASTM F436) �N SS4 UNDER THE NUTS. LUBRICATE NUTS, THREADS,AND C` PLATE,THEN TORQUE NUTS y TO PROVIDE A PRETENSION OF 42K MIN, 69 K ��TYP ANCHOR BOLT DETAIL_ ? �m TOWER BASE FLANGE SHALL HAVE FULL MAX/BOLT. THE PRETENSION WILL BE VERIFIED 1/2"=1•-0� .� L'�UpI�.O -� AND UNIFORM BEARING AGAINST THE CONCRETE BY TESTING LABORATORY. PEDESTAL. SHIM THE BEARING PLATE WHERE NECESSARY TO PLUMB AND SUPPORT THE TOWER. O No.34774 U1 APPLY A THIN LAYER OF GROUT TO PEDESTA CAULK AND SEAL JOINTS AT ANCHOR BOLTS, LJ UNDER BEARING PLATE JUST PRIOR TO TOWE NUTS ARE TORQUED NUTS AND TOWER BASE FLANGE AFTER THE STRUCTURAL ERECTION.TRIM OFF EXCESS GROUT AFTER OWER ERECTION. SLOPE% TO DRAIN AWAY n SLOPE 1"TO FLOOR DRAIN FROM TOWER BASE FLANGE , 3" DIA. PVC SCH. 40 EMBEDDED e PROVIDE THIN PVC FLEXIBLE TUBE JACKETS :.aCN1Al DRAIN PIPE WITH HINGED GRATE OR HEAVY COATING OF GREASE AS BOND FLOOR DRAIN 2285-N BY J.R. BREAKERS FOR ANCHOR BOLTS. SMITH OR EQUAL (• #6 ® 6"EA WAY TOP OF PEDESTAL / PROVIDE RODENT COVER GRATE TOP OF FIN. - #6 ® 6"VERTICAL _ GRADE EL. 36.0 #7 ® 6"EA WAY TOP OF FDN PAD -I-- -L- 0Ai o .� c� 3" CLR 1 INITIAL ISSUE JULY 25, 2008 24- NO DESCRIPTION DATE r EMBEDDED ELEC. CONDUIT n" #7 ® 6-EA WAY IT ' SEE ELEC DRAWINGS BOT OF FTG PAD N O RT H W I N D 100 KW ON 3 7 m TOWER TYPICAL BAR CHAIR FOUNDATION EMBEDDED RING- AS REOIRED BOTTOM RING TEMPLATE PROJECT SEE® Fiya HYANNIS,Country Garden u FOR S E D 1 SECTION SUSTAINABLE ENERGY DEVELOPMENTS INC. �S 1 4' = 1 -0" 317 Route 104 Ontario, NY 14519-8958 JOB NO. 2008-85 DRAWN BY: RDL SCALE: AS NOTED DATE: JULY 25, 20 S 1 •0 08 LORANCY,A, .,$ \� W-DISCO NEC ITCH, AND M ER SOC 7 FOR y-N 480/277V SERVI MOUNTED ON UTSIpE�OF m y_ ,o BUILDING. R VID 1-1' CONp, ROM PO,L��I84-1 TO METER FOR N R TELEPHONE IICONNECt N OVIDE 1" CON FROM ° �- Q OLE 6 -1 TO ETER TO dNSTAR - NEW AUTO OR NOI FUSED DI CONNECT X�---��j000 _ TEL ONE CO NECTION PROP. ELEC. CONDUITS ( - - WITH \ FOR 'f�1RBI E FEED, RATED ZO A�7 4@Bb-� 3W1{ Or-W/ 41FNO-FRO" 4SO/ 77V PANEL IN PROP. OMMUNICA710N5 HANDHOLE e ----�- BC G. 70-WIND TURBINE RAN,OR�R s \ N P LE$6 -1. STAR T / C.N1,P091TE. 10"x18" a INSTALL -1 VERHE JX - - dopN \ POP. 'OMM. CONDUI S, (2 '-I' ) WITH`C T5 DSN TRAN ORMERS. GO T ACTOR ��J'�'� AX �\ - /I �• CA LEFROM TEL/CMOIJIER ROOM INBLDG:T- POP_ -EC'TRI HANDHOLE, I ,e IN 0 D RISER W - „EE �- 480/27`7V SERVICE C E —n ---�'� Q� WI D TURBI E--20PtTi�.OL"S --"- PRECA 24 X36 E�(ISTING OEE64. NS7AR i0 ' .- IN TALL -Pjt„A PRIMARY T 70 [[L�yy��� �" INSTALL CONDUITS I L2YL°Afl W'AS=DIRECTED PER (\ fI a ' d00N u \ POLE H 4-1 35N—� OWNER - PRO P\ 3W#350MCM W/#4A G \ �X '1 IN 2-X," RCS CONDUITS (1 as FROM 7URBIN AMAIN DI5PDNNECTIQ I F / I " e�" v mC Im 4 m ' MAIN BUILDING 09 p380 WEs,MAIN s1nEET SEE ECTION A-A TRENCH DETAIL o o u NEW3�PHASE P`M TAP TO ODUNIRY GARDEN "(THI SHEET) FOR ADDITIONAL o - z{ 10 PROP. PADMOUNT TRANSFORMER s INFO NATION ON CONDUIT/TRENCH �+u p. u POLE �J64 Y NSTAR - '• I 112.5KVA ON CONCRETE FOUNDATION ;SN CONF GURJ4TION. o _\ ? z 'o L �SERVICE, 4W#5OOMCM - ❑v ? w [, W/#l/OGND Q -4" COND41T (i-SPARE) - PROP. WIND TURBINE FOUNDATION FROM NEW IC POLE - - BLADE RADIUS 34.4 3e `� NE 100K A 8�-1. I - POP. E ECTRIC HANDHOLE, e TRAN O gD p1N COIN PJAD' Q PI ECAST 24"x36" EW0/277V MAIN SERVICE PROP. COMMUNICgTIONS H DHOLE, - PANELBOARD. MOUNTED INSIDE COMPOSITE. 10"x 8" OF BU DING FEED TO EX [NO ELECTRICA R . E-FEED s•y X—X 120/240V P NE a _ X 6L'£E I ED g X k i I X X CONDUIT INSTALLATION NOTES. FINISHED GRADE CONDUIT LEGEND: _ 1. &Y DRAWING IS BASED ON INFORMATION ATI DRAWINGS PROVIDED LEGEND H CLIENT. THIS DRAWING IS FOR INFORMATION ONLY. WARNING TAPE - L a THE CONTRACTOR RIOR VERIFY ALL LOCATIONS.DEVICES,MATERIALS MIN -' Os 4'SEC.ELECTRIC AND EQ UIPME NT PRIOR TO MAKING ANY MODIFICATIONS OR ADDITIONS. —99— Ex15TINc CONTOUR MIN 13—MM I 3"MIN ,. f I 2"CLEAR BACKFILI. i �99.92 EXIST.SPOT ELEV. , F COVER C 2'COMMUNICATION 2. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL RE IN � O .a ACCORDANCE WITH THE LATEST APPLICARf.F STANDARDS OF ANSI, —99— PROPOSED CONTOUR T, Aea < NEW'OSHA.UL NFPA-70.AND THE MOSS ELECTRICAL CODE WITH L9b4 C © 4 _ SP .4-SPARE/FUTURE LOCUS MAP REGARDS TO MATERIAL,DESIGN;CONSTRUC71ON AND TESTING. 1 PROPOSED SPOT EL. l 12"MIN .e L/ LJ .a 'a INTERMEDIATE TYPE SCALE 1 = 2000 J. CONTRACTOR SHALL NOTIFY DIG SAFE PRIOR TO ANY EXCAVATION. ROOF DRYWELL SEPARATION PLASTIC SPACER , POWER TO COMM .,DIj Dpa o._ SECTION A-A, 4, LOCATIONS OF WATER,SEWER. ELECTRIC AND C43 ARE APPROXIMATE AND xx, SLOPE OF GROUND O - BASE TYPE TYPICAL TRENCH CONFIGURATION FOR REFERENCE ONLY, CONTRACTOR SHALL INSPECT SITE AND FOLLOW ALL DIG - PLASTIC SPACER UTILITY POLE aD CONDUIT ARRANGEMENT, D SAFE MARKINGS. CONTRACTOR SHALL NOTIFY ALL UTILITIES PRIOR TO EXCAVATION. SAND OR CONCRETE FIRE HYDRANT 8"MIN ENCASEMENT(SEE SPECS) No SCAL[ 5.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS 70 ORIGINAL CONDITIONS. rroru am Au rnaas wY MP_w ORYYWO 2 1/4" I I SET CONDUIT SUPPORTLE O I---i SPACERS CO NC. BRICKS. 6.CONTRACTOR TO PERFORM ALL WORK AS SHOWN. 7 t/T (FOR UNSTABLE Su8GRA0E) - MIN N 1' n ,• PROJ.MANAGER: SEAL SCALE: - - - ,' PROD.Nb.:-0921 SUSTAINABLE ENERGY DEVELOPMENTS CHIEF DESIGNER' HORZ.:1"=40'-0" � -- -0ATE:JULY 2008 REVIEWED BY: DATE RS VERT. - POWER ENGINEE LLC T al . DATUM: COUNTRY GARDENS -380 W.MAIN.STREET HORZ.: - 418800aLTMmpIIm,PA.BaL808 .. enre�Dn.MA0ie4508oe Eu° r P°"°'u�F'a� WIND TURBINE ELECTRICAL SITE PLAN E-Z 1 T128108 REVISED CONDUIT LOCATION,ISSUED FORPERMR VERT.: XM6 Tft*dcals4aalmwduawCoruMJWtg 0 7/24108 ISSUED FOR REVIEW,APPROVAL AND CONSTRUCTION Mww.Pbr'w£n�teentlGaom i - 20' 0 41' < No. DATE DESCRIPTION No. DATE DESCRIPTION - - REVISIONS, 7 REVISIONS GRAPHIC SCALE - HYANNIS MASSACHUSETTS SIZE:. D I REV: 1 GENERAL NOTES AND MATERIAL SPECIFICATIONS 28'-0" FOUNDATION BOLT TEMPLATE - TOP RING TEMPLATE 1.THE PROPOSED-STRUCTURE IS LOCATED IN A FILL AND SAND 14'-0" 14'-0" SHALL BE 4"; GRAVEL GLACTIAL TILL AND BEDROCK BELOW, AS DETERMINED BY THE GEOECHNICAL ENGINEER, GEOTECHNICAL SERVICES INC. GSI. HOLES PROVIDE DE A A WITH ONE PIECCEE DIA UNIT THE REPORT OF JULY 11, 2008. ADDITIONAL RECOMMENDATIONS BY - WHICH WILL POSITION THE ANCHOR GSI OF SITE PREPARATION AND BACKFILL SHALL BE IMPLENTED. BOLTS WITHIN1it Xe OF THEIR I rt SPECIFIED HORIZONTAL LOCATIONS & A. BACKFILL SOILS SHALL BE SAND/GRAVEL MIX, PLACED FOR f A"FROM B. SPECIFIED HEIGHT. 95%COMPACTION. CHAMFER® 6.0, OUTSIDE EDGE,AF' BOTH SIDES. FOR REMOVAL 2. FOR SITE LOCATION AND GRADING ELEVATIONS, SEE THE SITE ROTOR LEVELING ftLATFORM 2'-0" z 2'-0" z 6" y� SO PLAN BY OTHERS. LATEST ISSUE. �i TOP #40 6" E.W. U-BARS, 18"HORIZ. X 12" SIDES 9O �• ALTERNATE: 3.ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE - TIE TO FOOTING R BAR MASSACHUSETTS STATE BUILDING CODE,ASCE-7,AMERICAN THE TEMPLATE MAY BE FIELD CONCRETE INSTITUTE CODE, LATEST EDITIONS. SPLICED IF DETAILS ARE SUBMITTED -- FIELD VERIFY TO&APPROVED BY THE ENGINEER - " QUADRANT ORIENTATION THE SPUCED�UNITS MUST MEET 4. PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING OF AL THE POSITIONING CRITERIA STRUCTURAL COMPONENTS TO PERMIT THE SAFE INSTALLATION AN .i COMPLETION OF ALL WORK WITHOUT DAMAGE TO PROPERTY AND f \ WITHOUT JEOPARDIZING THE SAFETY OF ANY PERSON(S). \ 5. CONCRETE: A. 28 DAY COMPRESSIVE STRENGTH: 3500 PSI MIN., 'AGGREGATE, MAX. 4"SLUMP. 3 TEST CYLINDERS REQUIRED. V-0"THICK A TOP RING TEMPLATE MIN. CONCRETE PEDESTAL 3" DIA. EMBEDDED I B. REINFORCING STEEL: NEW BILLET STEEL ASTM A615 DRAIN PIPE ff >f ff GRADE 60. RECOMMEND FULL LENGTHS, NO LAPS. PROVIDE 5 i - BOTTOM RING TEMPLATE (S I M.) 5 X 1 WITH 1 1/8 DIA HOLES DRAWINGS FOR APPROVAL, INCLUSIVE OF CHAIRS, MISC. HARD _ — _ 1 FIELD INSPECTION REQUIRED. ,,-0 I 1/4" _ „ I COMP RESSNE STRENGTH. 6. 6000 PSI MIN. 28 DAY ' F, 6.FASTENERS: I A.ANCHOR BOLTS:ASTM F1554 GRADE 105 BOLTS DIPPED GALVANIZED,WITH HEAVY HEX NUT. B. FASTEN PRELOAD: 41.6K MIN. 69.7K MAX.TESTIN� -, REQUIRED. o 7. STRUCTURAL STEEL- A. -. PLATES: ASTM A36 4'-0"THICK CONCRETE #6 ® 6"OC EW - J PAD FOOTING 8. FOR MONOPOLE SUPERSTRUCTURE REQUIREMENTS, SEE PLANS BY DOUBLE HEX NUTS NORTHWIND,LATEST ISSUE. 1"DA. W/ASSOCIATED NUTS, PLS&WASHERS $7® 6"OC EW ;� PROVIDED AND SET BY FDN CONTRACTOR - SET TOP & BOT TEMPLATE TO SUPPORT T.O.BOLTS DURING CASTING, BOLTS IN 1" DIA. SCHEDULE 40 PVC PIPE SLEEVE- CONTRACTOR RESPONSIBITY FULL ANNULAR SP. W/GREASE PRIOR TO SETTING GROUT CONT. II BELOW TOWER 2'-1 " 5'-3" 5'-3" —j1 -Y4 SLOPE F-TOP OF PEDESTAL 10'-6" SQ. PEDESTAL TOP OF FDN NOTE FDN CONTRACTOR SHALL DEVELOP CASTING FOUNDATION PLAN y G + TECHNIQUE TO HOLD AS SECURLY IN PLACE & 1/4" = 1 -D _ ..�,. PLUMB WITHIN TOLERANCES NOTED • BOT OF FDN POSITION THE ANCHOR BOLTS BY MEANS OF A STEEL TEMPLATE WHICH MATCHES THE TOWER BASE FLANGE. SEE REMOVE THE TEMPLATE AFTER CONCRETE IS PLACED. VIBRATE CONCRETE INTO PLACE DIRECTLY UNDER TEMPLATE CAST IN BOLT TEMPLATE 1" DIA. X 6'-1"ANCHOR BOLTS (10" PROJECTION) CONTRACTOR RESPONSIBILITY .tN OF PIA V ERS (ASTM F436) UNDER WITH I UBRICA E HARDENED NUTS.SLEEL H NUTS, THREADS,AND S�.y PLATE, THEN TORQUE NUTS g TYP ,,NCHOR BOLT DETAIL TO PROVIDE A PRETENSION OF 42K IN, 69 K �{ O� MICHELE G TOWER BASE FLANGE SHALL HAVE FULL MAX/BOLT. THE PRETENSION WILL BE VERIFIED I• (�' AN (FORM BE BEA RING AGAINST PLATE WHERE CONCRETE BY TESTING LABORATORY. _ 1/2"=1�—O� O CUDILC PEDESTAL. J NECESSARY TO PLUMB AND SUPPORT THE TOWER. _ U NO.34774 APPLY A THIN LAYER OF GROUT TR o TOWA NUTTSKAND DTOWER JOINTS FLANGE ANCHOR AFER BOLTS, THE STRUCTURAL UNDER BEARING PLATE JUST PRIOR AFTER NUTS ARE TORQUED ERECTION. TRIM OFF EXCESS GROUT AFTER OWER � Q� ERECTION. -Y4 SLOPE "TO DRAIN AWAY SLOPE 1"TO FLOOR DRAIN FROM TOWER BASE FLANGE I �eG!STEP�_�r'4, 3" DIA. PVC SCH. 40 EMBEDDED PROVIDE THIN PVC FLEXIBLE TUBE JACKETS �II WSJ DRAIN PIPE WITH HINGED GRATE / OR HEAVY COATING OF GREASE AS BOND _ COAL SMITH OR EQUAL 5-H BY J.R. BREAKERS FOR ANCHOR BOLTS.FLOOR DRAIN 1 #6 ® 6"EA WA fr� TOP OF PIED AL / PROVIDE RODENT COVER GRATE TOP OF FIN. - #6 ® 6"VERTICAL GRADE EL. 36.0 / (/7 ® 6"EA WAY TOP OF FDN PAD 3"CUR 1 INITIAL ISSUE JULY 25, 2008 # 6024" ��- NO DESCRIPTION DATE EMBEDDED ELEC. CONDUIT n #7 ® 6-EA WAY SEE ELEC DRAWINGS SOT OF FTG PAD N O RT H W I N D 100 KW ON 3 7 m TOWER ' II TYPICAL BAR CHAIR FOUNDATION EMBEDDED RING- AS REQIRED BOTTOM RING TEMPLATE PROJECT SEE Hyannis Country Garden ® HYANNIS, MA _ - 1 SECTION FOR SED lk, 1'-0" SUSTAINABLE ENERGY DEVELOPMENTS INC. 1/4" 317 Route 104 Ontario, NY 14519-8958 JOB NO. 2008-85 DRAWN BY: RDL �I SCALE: AS NOTED DATE: JULY 25, 2008 S1 .0 j D D __— _ A -n Na N Q A p W VANC • A CI -X0 � V N O 0) ODt0 d N � rn 00 CD CD to D v bi rn � D 0) p) to D p o co Ln (AN N 'A' N coUl �k \\�, CD NE. H AND M R SOC FO - Co `° W �VN /277V `SERVI MOUNTED ON OUTSIDE OF N BUILDING. D 1-1 0 COND. M PO 64-1co m TO METER FOR N TELEPHONE ONNE N O OVIDE 1" CON FROM N LE 1 TO ET _� E CO CTION I&W a R NON-FUSED DI CONNECT x--- PROP. ELEC. CONDUITS - ", - WITH\ N§ FOR VRBI E FEED, RATED A •/�. 3W 3 480/ 77V PANEL IN-' PROP. M � MMUNICATIONS HANDHO AR .,/ T ND TURBINE S ER \ P 1. START `° /��- C 0 ITE, 1O"X18 - SO TRAN INS E S 0 OR ---`"x A P P. COMM. CONDO (2 1" -SP) WITH T5 •3SH dOOH x �\ � LE FROM TEL/CO ROOM IN HOLE, w - INSTALL D RISER (D,N` N QC G 64 NST 480/2 CE -'-� - WI D TURBI RE 24"X36"' o t^d"� �3- Z W ODN IN ALL PF���PRIMARY T TO .�•- °D'� INSTALL CONDUITS L ER POLE 1 OWNER dooH o 0 �.\ '3SH PRO 3W#350MCM W/#4A G IN 2- RGS CONDUITS (1 3s- ss FROM SFORMER TO WI TURBIN MAIN DISCONNECT Lon 1171Ln O?, G A° •. r 50 o n + p MAINLP 80 WEST BUILDING MAIN STREET '� o SEE ECTION A—A TRENCH DETAIL > � .. �. � —PHASE I TAP TO COUNTRY GARDEN (THI SHEET) FOR ADDITIONAL W n -0 O s' D INFO NATION ON CONDUIT/ N PROP. PADMOUNT TRANSFORMER 4a Rs NSTAR CON U1100N. 112.5KVA ON CONCRETE FOUNDATION JO to N VO U1 SERVICiE, 4WI500MCM o 0 W/#1/0GND PROP. WIND TURBINE FOUNDATION " w 40— -4 CONDUIT (1-SPARE) 38 M NEW C BLADE RADIUS 34. ' D OP. E CTRIC HANDHOLE, �s w(0 TRAW 100 A N C C P P E 24"X36" 36 ss d SH I 480/277V MAIN SERVICE PROP. COMMUNI ONS DHOLE, PANELBOARD. MOUNTED INSIDE COMPOSITE, 10 8" It: OF BU NG :. FEED TO EX NG ELECTRICA R E-FEED m CA rn �'-- 120/240V P o \ , o L X > ED 0) o/IVto Uri �� P.to co • ❑ CD x -tk y 411 CONDUIT INSTALLA TION NO TES: FINISHED GRADE 1. THIS DRAWING IS BASED ON INFORMATION AND DRAWINGS PROVIDED CONDUIT LEGEND: 3 BY CLIENT. THIS DRAWING IS FOR INFORMATION ONLY. LEGEND a �o u " -o THE CONTRACTOR SHALL VERIFY ALL LOCATIONS, DEVICES, MATERIALS 24" WARNING TAPE O 4" SEC. ELECTRIC AND EQUIPMENT PRIOR TO MAKING ANY MODIFICATIONS OR ADDITIONS. 99_ EXISTING CONTOUR MIN 31 1 3"MIN _ 2"CLEAR BACKFILL N 2. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE IN }9g 92 EXIST• SPOT ELEV. COVER CO 2" COMMUNICATION g y <-'i- " t ad G ACCORDANCE WITH THE LATEST APPLICABLE STANDARDS OF ANSI, — 99 PROPOSED CONTOUR wesr NEMA, OSHA, UL NFPA-70, AND THE MASS ELECTRICAL CODE WITH s a : C ` a SP 4" SPARE/FUTURE LOCUS MAP REGARDS TO MATERIAL, DESIGN, CONSTRUCTION AND TESTING. _ � 8.41 PROPOSED SPOT EL. •a 12" MIN A INTERMEDIATE TYPE SCALE 1" = 2000' 3. CONTRACTOR SHALL NOTIFY DIG SAFE PRIOR TO ANY EXCAVATION. O ROOF DRYWELL SEPARATION PLASTIC SPACER POWER TO COMM a SECTION A—A d ELECTRIC AND GAS ARE APPROXIMATE AND �� SLOPE OF GROUND a_ O SP BASE TYPE TYPICAL TRENCH CONFIGURATION 4. LOCATIONS OF WATER, SEWER, s FOR REFERENCE ONLY. CONTRACTOR SHALL INSPECT SITE AND FOLLOW ALL DIG PLASTIC SPACER SAFE MARKINGS. CONTRACTOR SHALL NOTIFY ALL UTILITIES PRIOR TO EXCAVATION. � UTILITY POLE '- - SAND OR CONCRETE CONDUIT ARRANGEMENT FIRE'HYDRANT 6 MIN ENCASEMENT (SEE SPECS) No scams 5. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITIONS. NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING 2 1/4" SET CONDUIT SUPPORT O SPACERS ON CONC. BRICKS 6. CONTRACTOR TO PERFORM ALL WORK AS SHOWN. 7 1/2" (FOR UNSTABLE SUBGRADE) MIN PROJ. MANAGER: SCALE: PROJ. No.: 0921 SUSTAINABLE ENERGY DEVELOPMENTS CHIEF DESIGNER: o HORZ.:1"=40'-0" DATE:JULY 2008 REVIEWED BY: DATE �`� 4gSs�o VERT.: 'QXIER ENGINEERS L L C yG AL Bo �, DATUM: COUNTRY GARDENS - 380 W.MAIN STREET v E C y HORZ.: 415 Boston Turnpike,P.O.Box 608 1 7/28/08 REVISED CONDUIT LOCATION, ISSUED FOR PERMIT VERT.: Shrewsbury,61 Engineering,Power, Lighting, o N f �6 e (508)610382 MA 01545-0608 Techirl al Electrical ' es and Utility Consulting WIND TURBINE ELECTRICAL SITE PLAN E-2 0 7/24/08 ISSUED FOR REVIEW,APPROVAL AND CONSTRUCTION j `E��' 40' 20' 0 40' www.PowerEngineersLLC.com No. DATE DESCRIPTION No. DATE DESCRIPTION 1 FREVISIONS REVISIONS GRAPHIC SCALE HYANNIS MASSACHUSETTS SIZE: D REV: 1 28'-0" GENERAL NOTES AND MATERIAL SPECIFICATIONS FOUNDATICN BOLT TEMPLATE: — TOP RING TEMPLATE 1. THE PROPOSED STRUCTURE IS LOCATED IN A FILL AND SAND 14'-0" 14'—O" SHALL BE 4" X %" WITH 1X6" DIA GRAVEL GLACTIAL TILL AND BEDROCK BELOW, AS DETERMINED BY HOLES PROVIDE A ONE PIECE UNIT THE GEOTECHNICAL ENGINEER, GEOTECHNICAL SERVICES INC, GSI. PER REPORT OF JULY 1 1, 2008. ADDITIONAL RECOMMENDATIONS BY 6'-0" 8'-0" WHICH WII..L POSITION THE ANCHOR BOLTS WI i HIN f Ys" OF THEIR GSI OF SITE PREPARATION AND BACKFILL SHALL BE IMPLENTED. SPECIFIED HORIZONTAL LOCATIONS & f 1C" FRCM ITS SPECIFIED HEIGHT. A. BACKFILL SOILS SHALL BE SAND/GRAVEL MIX, PLACED FOR • �� CHAMFER @ B.O, OUTSIDE EDGE, 95% COMPACTION. .� 1 G��' BOTH SIDI=SN . FOR REMOVAL 2. FOR SITE LOCATION AND GRADING ELEVATIONS, SEE THE SITE ROTOR LEVELING LATFORM 2'-0" x 2'-0' xl6" � '<G PLAN BY OTHERS. LATEST ISSUE. 3. ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE �j TOP #4Ca? 6" E.W. U—BARS, 18"HORIZ. X 12" SIDES ALTERNATE: 10 TIE TO FOOTING R BAR MASSACHUSETTS STATE BUILDING CODE, ASCE-7, AMERICAN THE TEMPLATE MAY BE FIELD CONCRETE INSTITUTE CODE, LATEST EDITIONS. SPLICED 1. DETAILS ARE SUBMITTED FIELD VERIFY TO & APPROVED BY THE ENGINEER 4. PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING OF ALL QUADRANT ORIENTATION THE SPLICED UNITS MUST MEET STRUCTURAL COMPONENTS TO PERMIT THE SAFE INSTALLATION AND o THE POSI'f1ONING CRITERIA I COMPLETION OF ALL WORK WITHOUT DAMAGE TO PROPERTY AND WITHOUT JEOPARDIZING THE SAFETY OF ANY PERSON(S). 5. CONCRETE: A. 28 DAY COMPRESSIVE STRENGTH: 3500 PSI MIN., I AGGREGATE, MAX. 4" SLUMP. 3 TEST CYLINDERS REQUIRED. � 1'—0" THICK •-'''''w' A TOP RING TEMPLATE MIN. CONCRETE PEDESTAL 3" DIA. EMBEDDED B. REINFORCING STEEL: NEW BILLET STEEL ASTM A615 }� DRAIN PIPE _ >> 1l WITH 1 1 /8 » DIA HOLES�E S GRADE 60. RECOMMEND FULL LENGTHS, NO LAPS. PROVIDE SHOP o s _ , _BOTTOM RING TEMPLATE ( SIM . ) 5 X 1 DRAWINGS FOR APPROVAL, INCLUSIVE OF CHAIRS, MISC. HARDWARE. N 1 /4" = 1 }-O" FIELD INSPECTION REQUIRED. 00 C. BASEPLATE GROUTING: 6000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH. Qw '••. 6. FASTENERS: A. ANCHOR BOLTS: ASTM F1554 GRADE 105 BOLTS SHOWN SHALL BE HOT DIPPED GALVANIZED, WITH HEAVY HEX NUT. B. FASTEN PRELOAD: 41.6K MIN. 69.7K MAX. TESTING REQUIRED. I 7. STRUCTURAL STEEL: d A. PLATES: ASTM A36 4'-0" THICK CONCRETE #6 @ 6" OC EW PAD FOOTING 8. FOR MONOPOLE SUPERSTRUCTURE REQUIREMENTS, SEE PLANS BY DOUBLE HEX NUTS NORTHWIND, LATEST ISSUE. 1" DIA. W/ASSOCIATED NUTS, PLS & WASHERS #7 Ca? 6"OC EW PROVIDED AND SET BY FDN CONTRACTOR — SET TOP & BOT TEMPLATE TO SUPPORT BOLTS IN 1" DIA. SCHEDULE 40 PVC PIPE SLEEVE— CONTRACTOR RESPONSIBITY LTS DURING CASTING, FULL ANNULAR SP W/ GREASE PRIOR TO SETTING SLEEVE— CONTRACTOR GROUT .CONT. BELOW TOWER 2'-1 5'-3" 5 —3 0 3/a SLOPE �� � �� �� � TOP OF PEDESTAL 10'-6" SQ. PEDESTAL ' Q 4/ TOP OF FDN e e _ -e FOUNDATION PLAN a d NOTE FDN CONTRACTOR SHALL DEVELOP CASTING Q !. . "� ° TECHNIQUE TO HOLD AB SECURLY IN PLACE & ,� /4„ PLUMB WITHIN TOLERANCES NOTED s d ° .. a e ♦• ...... .. . !a .. . . ♦. �� BOT OF FDN S J U POSITION THE ANCHOR BOLTS BY MEANS OF A STEEL TEMPLATE WHICH MATCHES THE TOWER BASE FLANGE. SEE REMOVE THE TEMPLATE AFTER CONCRETE IS PLACED. VIBRATE CONCRETE INTO PLACE DIRECTLY UNDER TEMPLATE CAST IN BOLT TEMPLATE 1" DIA. X 6'-1" ANCHOR BOLTS (10" PROJECTION) CONTRACTOR RESPONSIBILITY— WITH HARDENED STEEL WASHERS (ASTM F436) UNDER THE NUTS. LUBRICATE NUTS, THREADS, AND PLATE, THEN TORQUE NUTS g T Y P ANCHOR BOLT DETAIL TO PROVIDE A PRETENSION OF 42K MIN, 69 K TOWER BASE FLANGE SHALL HAVE FULL MAX/BOLT. THE PRETENSION WILL BE VERIFIED AND UNIFORM BEARING AGAINST THE CONCRETE BY TESTING LABORATORY. — 1 /2 =1 —O PEDESTAL. SHIM THE BEARING PLATE WHERE NECESSARY TO PLUMB AND SUPPORT THE TOWER. CAULK AND SEAL JOINTS AT ANCHOR BOLTS, APPLY A THIN LAYER OF GROUT TO PEDESTAL NUTS AND TOWER BASE FLANGE AFTER THE UNDER BEARING PLATE JUST PRIOR TO TOWEO NUTS ARE TORQUED ERECTION. TRIM OFF EXCESS GROUT AFTER OWER ERECTION. SLOPE %"' TO DRAIN AWAY SLOPE 1" TO FLOOR DRAIN FROM TOWER BASE FLANGE ZNOFMAS'q 3" DIA. PVC SCH. 40 EMBEDDED PROVIDE THIN PVC FLEXIBLE TUBE JACKETS z� MICHELE eyG� DRAIN PIPE WITH HINGED GRATE OR HEAVY COATING OF GREASE AS BOND CUDILO a FLOOR DRAIN 2285—H BY J.R. BREAKERS FOR ANCHOR BOLTS. 0 N0.34774 SMITH OR EQUAL. STRUCTURAL #6 ® 6"EA WAY TOP OF PEDESTAL / PROVIDE RODENT COVER GRATE sJ;c ` oaF? TOP OF FIN. #6 @ 6" VERTICAL GRADE EL. 36.0 r #7 ® 6"EA WAY TOP OF FDN PAD i O Y' U: s: 3 CLR 1 INITIAL ISSUE I J U Y y. L 25 2008 f• .a. tf} �N e.y• f} N0. DESCRIPTION DATE a. ^ J . EMBEDDED ELEC. CONDUIT #7 @ 6-EA WAY TITLE: SEE ELEC DRAWINGS BOT OF FTG PAD N O R T H W N D 100 KW ON 3 7 m TOWER TYPICAL BAR CHAIR FOUNDATION EMBEDDED RING— AS REQIRED BOE OM RING TEMPLATE PROJECT Hyannis Country Garden HYAN N I S MA FOR S E D � SECTI oN 1 /4" = 1 '-0" SUSTAINABLE ENERGY DEVELOPMENTS INC . 317 Route 104 Ontario, NY 14519-8958 JOB NO. 2008-85 DRAWN BY: RDL SCALE: AS NOTED DATE: JULY 25, 2008 S 1 • 0