HomeMy WebLinkAbout35324-ZTown of Southold Annex
54375 Main Road
Southold, New York 11971
3/9/2011
CERTIFICATE OF OCCUPANCY
No: 34859 Date: 3/9/2011
THIS CERTIFIES that the building WIND TURB1NE
Location of Property: 1800 Oregon Rd, Cutchogue,
SCTM #: 473889 Sec/Block/Lot: 100.-4-3.2
Subdivision: Filed Map No.
conforms substantially to the Application for Building Permit heretofore
1/I 1/2010 pursuant to which Building Permit No. 35324
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
wind turbine as applied for per ZBA #6308, dated 12/29/09.
Lot No.
filed hi this officed dated
dated 1/29/2010
The certificate is issued to
Shinn Vineyard LLC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
35324 6/9/10
/Thol~ ~n~t are
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
(THIS
BUILDING PERMIT
PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 35324 Z Date JANUARY 29, 2010
Permission is hereby granted to:
SHINN VINEYARD LLC
19965 SOIINDVIEW AVE
SOUTHOLD,NY 11971
for :
INSTALLATION OF A WIND TURBINE PER ZBA DEC.#6308, CONDITIONS #1-4
AND LAND PRESERVATION (ON LOT 3.2); C.O. SUBJECT TO FINAL PLJtNNING BOARD
at premises located at 2000 OREGON RD MATTITUCK
County Tax Map No. 473889 Section 100 Block 0004 Lot No. 003.00~
pursuant to application dated JANUARY 11, 2010 and approved by the~'
Building Inspector to expire on JULY 29, 2011.
Fee $ 250.00
ORIGINAL
Rev. 5/8/02
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
New Construction:
Location of Property:
I eY~-, r~ Old or Pre-existing Building: ~ (check one)
House No. Street
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section
Subdivision
Hamlet
Block q Lot ~.l ~ ."~.-)
Filed Map.
'!"~.~ !'0 Applicant:
Underwriters Approval:
Permit No. ~7~q Date of Permit.
Health Dept. Approval: ~Jvik
Planning Board Approval: ~/A
Final Certificate:
Lot:
Request for: Temporary Certificate
Fee Submitted: $ ~ ~) · ~
(check one)
/kpplicant Signature
P.O. Box 117!t
Southold. Nh' 11!)71-09,59
P,( ;II,DIN(; I)I, YAI{TMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
l'clcphonc ((i;{l) 763 1802
Fax (ti3i) 7(i.3-9.302
ro,qer, richertC, town.southold.ny.us
Issued To: Shinn Vineyards
Address: 19965 Soundview Ave City: Mattituck St: NY Zip: 1195;
Building Permit #: 35324 Section: 100 Block: 4 Lot: ~, c~L ~.O~
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Green Logic LicenseNo: 43858-me
SITE DETAILS
Office Use Only
Corn merical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Servicelph ~ Heat ~ DuplecRecpt ~
Service 3 ph Hot Water GFCI Recpt
Main Panel A/C Condenser Single Recpt
Sub Panel A/C Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Other Equipment: wind turbine-1 inverter-grounding-all required disconnects
Ceiling Fixtures [E~[E~ HID Fixtures
Wall Fixtures ] ] Smoke Detectors
Recessed Fixtures CO Detectors
Fluorescent Fixtur~ Pumps
Emergency Fixture Time Clocks
Exit Fixtures TVSS
Notes:
Inspector Signature:
Date: June 9 2010
81-Cert Electrical Compliance Form
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
/INSPECTION
[L.~'~UNDATION 1ST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [
[ ] FIRE RESISTANT CONSTRUCTION [
REMARKS:
] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (RO~UGH) ~ ELECTRICAL (FINAL)
REMARKS: ~'~ ~q ~/~ ~/~ ~/r/~¥'~
DATE ~ ~ / ~__~__ INSPECTOR ~~
Pacifico Engineering PC
PO Box 1448
Sayville, NY 11782
www.pacificoengineering.com
January 16, 2010
Engineering Consulting
Ph: 631-988-0000
Fax: 631-382-8236
engineer@pacificoengineering.com
Town of Southold
Building Department
54375 Route 25, P.O. Box 1179
Southold, NY 11971
Subject:
Wind Turbine Installation for
Barbara Shinn and David Page
2000 Oregon Rd
Mattituck, NY 11952
I certify that the attached design fo the installation of a wind turbine at the subject site has been prepared under
my direct supervision, and is in accordance with the the loading and soil criteria specificed by the purchaser. The
installation, when installed in accordance with the approved drawings and the manufacturers installation
instructions will meet the requirements of the 2007 NYS Building Code and ASCE7-05.
Ralph Pacifico, PE
Professional Engineer
Pacifico Engineering PC
PO Box 1448
Sayville, NY 11782
www. pacificoengineering com
October 7, 2010
Town of Southold
Building Department
54375 Route 25, P.O. Box 1179
Southold, NY 11971
Subject: Wind Turbine Installation for
Barbara Shinn and David Page
2000 Oregon Rd
Mattituck, NY 11952
Engineering Consulting
Ph: 631-988-0000
Fax: 631-382-8236
engineer@pacificoengineering.com
I certify that the design submitted for the installation of a light bracket on the wind turbine at the subject
site has been analyzed by me. The installation, when installed in accordance with the approved
drawings and the manufacturers installation instructions will meet the requirements of the 2007 NYS
Building Code and ASCET-05, 120 mph wind.
Ralph Pacifico, PE
Professional Engineer
toLD ~cr~o~ ~.~o~ ] D~ [ co~rs ~
ro~o~os~ '-', / / , . ~ ,
FO~ATION (2~) ~
ROUGH ~G & q
PL~G
~$~ON PER N.Y. q
STA~ E~RGY CODE
~D~ION~ CO~NTS
Z
· . TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown. NorthFork.net
Examined
Approved O/~20
Disapproved a/c
Expiration 7,/ML 20 II
BLDG. DEPL
TOWN 0[ SOURtO'~I~s application
PERMIT NO.
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Bp approval
Survey.
Check ~
Septic Form
N Y S D.E.C
Trustees
Flood Permit
Storm-Water Assessment Form
Contact:
Mail to: ~' C*l.~, ~1 ~O~
! 'B~ilding Inspector
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS
Date I~t14. In ,20/1~
~--
lUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
,lan to scale. Fee according to schedule.
b. Plot plan sho;vinI location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and wate~wvays.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold. Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws. ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
Signat ttr e-of applier a co~o,~,on)
State wh~h~,~aJ~tig~9,w~ner lessee agent architect engineer gener~
Nme of owner of premises ~ ~
(As on the t~ roll
If applic~t is a coworation, signature of duly authorized officer
~me ~d title of co.orate officer)
Builders License No. ~,
Pl~bers License No.
Electrici~s License No.Other Trade's License No. ~q~5~ ~ ~.
1. Location of land on which proposed work will be done:
'I_rct C .oat etmcl _
House N~mber St~e3t ...... Hamlet t
/
County r MapSo, lO00 Section Block Lot ?
Subdivision Filed Map No. Lot
4.
5.
6.
7.
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ~ [V],0~O~
b. Intended use and occupancy I/1.~q
Nature of work (check which applicable): New Building
Repair Removal Demolition
Estimated Cost ~ '~[ 1000
If dwelling, number of dwelling units
if garage, number of cars
Fee
Addition Alteration
Other Work ! ~f_3~[~[-lall
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor
if business, commercial or mixed occupancy, specify nature and extent of each type of use. Vlrl ~_~l~r/~
Dimensions of existing structures, if any: Front ~[q~,/~ Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth ~'- Height Number of Stories
8. Dimensions of entire new construction: Front ~4'A-' Rear .Depth
Height Number of Stories
9. Size oflot: Front [fl.~.~ /Rear ~t~ .~"' Depth I/-~Z, ~
10. Date of Purchase [~q Name of Former Owner i~. 1~4.~[[
11. Zone or use district in which premises are situated ¢t~¢'1, t..-M.,t rl,t~(4.1/
12. Does proposed construction violate any zoning law, ordinance or regulation? YES
NO
13. Will lot be re-graded? YES__ NO t~ ~Vill excess fill be removed from premises? YES
14. Names of Owner ofpremisesj~.~M~Address [1A~} [-h~t'k ~ Phone No.
Name of Architect I~/~ Address Phone No
NameofContractor ~t~ZOl~.[~Zl, t~- (-t4~ Address~?--.~(Ot~lg-~?~APhoneNo.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~.~
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE RI~,QUIRED,
b, Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D,E.C, PERMITS MAY BE REQUIRED.
NO ~
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17, If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES__
· IF YES, PROVIDE A COPY.
NO
STATE OF NEW YORK)
SS:
COUNTY OF __0
~ (_l.~ (.. ~ [,~' 1 f'l~ being duly sworn, deposes and says that (s)he is the applicant
(Name of individual ~[n]ng c~ntract) above named,
(S)He is the ( '~)'VI/~ll~t".lff~>~f~
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements conmthed in this application are t~ue to the best of his knowledge and belief; and that the work will be
performed in the manner set forth th the application filed therewith.
Sworn t.q before me this
Notary/Public ~A~[qAt~A A t.~A.~t.;k) I I ,, Signature of Applicant
NJot~tV P ~hliC-$13t~ ol New Yell[,
Nc> '3 ! C A4894969
.,.alifie(~ ~n ~ul~olk O()tll!Iv
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown. NorthFork. net
Examined ,20
Approved ,20
Disapproved We
BLDG. DEPT.
TOWN OF $0UT~0LD
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
PERMIT NO. Check
Septic Form
N Y S.DEC.
Trustees
Flood Permit
Storm-Water Assessment Form
Contact:
Mailto:qg~ ~.0~ ~ '~ot~ , ~'~J-t~ tot
~o~.h~n IU.t
Phone: 0~,1
Building Inspector
kPPLICATION FOR BUILDING PERMIT
Date ~ ~, ,20C~
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship m adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance o f Building Permit.
d. Upon approval of this application, the Builffmg Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the consh'acfion of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
ir. ! t
(Signature of applieaht or nam~, i~a co~pomtion)
(i~ailmg address o~ applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a cg~oration, signature of~duly authorlz_ed.,o~ic~r~.,
(Name and title of corpor~te~officer)
Builders License No.
Plumbers License No.
Electricians License No. q ~.~ <~ - IFil ~: .
Other Trade's License No. C~L~ .~. ti ~/-
1. Location of land on which proposed work will~ donei
House Number Street ~ Hamlet
County Tax Uap No. 1000 Section ~00 Block L~ Lot
Subdivision Filed Map No. Lot
State existing use and occupancy of premises and intended use and occupancy &proposed construction:
a. E×isting use and occupancy e t_ nt Ci JCOe - t/t o//nr f
b. Intended use and occupancy ~
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work ~[nl I
~ ff I: (Description)
4. Estimated Cost ~t~ C) Fee
I,] ~ ~u~ ~.be paid on filing this application)
5. If dwelling, number of dwelling units e~rof ~ts on each floor
If garage, number of cars ", ,~- ~
6. lfbusiness, commercial or mixed occupancy, speci~,natureandextentofeachtypeofuse.~~
7. Dimensions of existing structures, if any: Front ~tl..fft/,Od Rear .Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front ~)r- Rear
Depth Height. Number of Stories
8. Dimensions of entire new construction: Front Affir Rear _Depth
Height Number of Stories
9. Size of lot: Front [L{~. ! Rear I'~ ~C,~ ' Depth "2- {O
10. Date of Purchase [~ Name of Former Owner ~. ~/~.
11. Zone or use district in which premises are situated O~(~'l~l [~1 [~/"J 0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO
13. Will lot be re-graded? YES NO V/Will excess fill be removed from premises? YES__ NO
14. NamesofOwnar ofpremises~OJ.~,_~LtdA2a Address l~rt~ h,t~k ~ PhoneNo.
Name of Architect ]¥' ~ Address Phone No
Name o f Contracto/~.~:~l~4~,~[f~Address ~Phone No. .
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQ~UIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY OF ,ff~,~l~4~:
~'3I ~ ~ [ ~"~L~r.-~-~-- being duly sworn, deposes and says that Is)he is the applicant
(Name of individual signing contract) above named,
IS>He is the (_{'SVI~_I,C,~'~
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are lrue to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
· ~a r~fA~plicant '
TO:
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: April 8, 2009
Shinn Vineyard, LLC
2000 Oregon Road
Cutchogue, NY 11935
Please take notice that your application dated March 30, 2009
For construction of a wind turbine at
Location of property 2000 Oregon Rd., Cutchogue
County Tax Map No. 1000 - Section 100 Block 4_ Lot 3.~1
Is returned herewith and disapproved on the following grounds:
The proposed construction of a wind turbine on this conforming lot in the AC district is
not permitted per Article I Chapter 277-3 (B)(1), which states "A small wind energy
system shall be set back from a property line a distance of no less than the total height of
the small wind energy system plus 10 feet, except that it shall be set back at least 300 feet
from a property li'ne bordering an existing residential structure.
Proposed location is 140 +/- feet from the property line of a bordering property with a
residential structure.
Authorized Signature
Cc: file, ZBA
Note to Applicant: Any changes or deviations in the above referenced application may
require for review by the Town of Southold Building Department.
Office Lo~ation:
Town Annex/First Floor, Capital One Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
Mailing Address:
53095 Main Road
P.O. Box 1179
Southold, NY 11971-0959
http://southoldtown.north fork.net
BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809
J'a'N 6 2010
BLDG. DEPT.
TOWN OF SOUTHOLD
Fax (631) 765-9064
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF DECEMBER 29, 2009
ZBA File #6308 - Shinn Vineyards LLC / Barbara Shinn, Applicant
Property Location: 2000 Oregon Road, Mattituck CTM 1000-100-04-3.1
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under
consideration in this application and detennirq~s that this review falls under the Type II category of
the State's List of Actions, without further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE coDE: This application was referred as required under
the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department
of Planning issued its reply dated May 18, 2009 stating'that this application is considered a matter for
local determination as there appears to be no significaht county-wide or inter-community impact.
PROPERTY FACTS/DESCRIPTION: The applicant's property is a conforming lot in the AC district
which consists of 21+ acres, of which 20+ acres (CTM # 1000-100-04-3.2) are subject to a Town of
Southold Development Rights Easement sold to the Town in 2000 for purposes of agricultural
preservation. The remaining 1.219 acres of the property that is not subject to the Town's Easement
has 142.98 foot frontage along the south side of Oregon Road in Mattituck, and is shown as 53,078
square feet or 1.219 acres on the survey prepared by John C. Ehlers, L.S. dated 6-16-03 (Final 04-23-
07). The property is improved with a two story frame dwelling, a frame barn, a frame shed and two
(2) one story frame buildings. To the west and south are 20+ acres of farmland planted in grape vines
which the applicants own subject to a Town of Southold Development Rights Easement which they
sold to the Town in 2000.
BASIS OF APPLICATION: Request for Variances from Town Code Chapter 277-3(B)(1), based on
the Building Inspector's April 8, 2009 Notice of Disapproval stating that the proposed small wind
energy system is not meeting the code requirement for a minimum distance from a property line, total
height of the small wind energy system plus 10 feet, except that it shall be set back at least 300 feet
from a property line bordering an existing residential structure.
LWRP DETERMINATION: This application is not subject to review under Chapter 268 because the
variance relief requested does not involve features that relate to a regulated natural feature or a
bulkhead or other shoreline.
· Page 2- Dec. ember 29, 2009
ZBA Filc#6308 - Shinn Vineyards LLC
CTM: 1000-1004-3.1 at 2000 Oregon Rd.. Mattituck
RELIEF REQUESTED: The applicant proposes to erect a small wind energy system (turbine) at 120
fi, high with an 8' x 8 ft. tripod base to be located 136.5 feet from the applicant's easterly property
line that adjoins a lot identified as CTM#1000-100-4-4 containing a residential structure
ADDITIONAL INFORMATION:
Comments from the Planning Board were received in a letter to the ZBA dated August 24, 2009,
stating that the applicants are currently undergoing site plan review and that over time, the uses on
their site have grown from the original farmhouse and agricultural buildings to a farmhouse with a
bed and breakfast with four guest rooms, a winery, and retail wine tasting room open to the public,
and large events involving 100+ people. The Plamfing Board expressed concern about the number of
uses and public safety on the applicants' 53,078 S.F. lot (the "residual" portion of their property that
is not subject to Covenants and Restrictions related to the sale of development rights to the Town).
Moreover, they noted that the main public parking area currently shown on the Planning Board's site
plan is not legally available for that purpose, because it is located on the protected farmland within
the Town's easement, and will have to be re-located to the applicant's 53,078 S.F. residential lot.
The Planning Board has recommended that the proposed wind turbine be re-located to some area
other than the area currently undergoing site plan review "to protect public safety on a crowded site
where site circulation and parking are already substandard" and "to avoid reducing the applicants'
options to successfully complete the site plan application."
In a letter dated September 30, 2009, the Southold Town Land Preservation Committee, in
accordance with Section 70-5 (C) of the Town Code, has granted approval to the applicants to locate
a wind turbine within the Town's easement area, should the Zoning Board of Appeals deny the
applicants' request for a variance.
A discussion between the Board and the applicants regarding alternative relief took place at the
public hearing but was inconclusive.
Shinn Vineyards has been awarded a $23,375 USDA Rural Development Agency grant to offset the
costs of constructing a small wind energy system (wind turbine) on their property, as confirmed by
the USDA in their News Release received by the ZBA on November 5, 2009
FINDINGS OF FACT/REASONS FOR BOARD ACTION
The Zoning Board of Appeals held a public hearing on this application on August 27, 2009 and re-
opened the public heating, at the request of the applicant, on October 29, 2009, at which time written
and oral evidence were presented. Based upon all testimony, documentation, personal inspection of
the property, and other evidence, the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
I. VARIANCE RELIEF REQUESTED
1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in
the character of the neighborhood or a detriment to nearby properties.
A). There are currently no other wind turbines in the neighborhood. However the Town has
endorsed the use of alternative energy, in this instance, wind energy. The Town Land
Page 3- December 29, 2009
ZBA File#6308- Shinn Vineyards LLC
CTM: 1000-I 004-3.1 at 2000 Oregon Rd., Mattituck
Preservation Committee has furthermore acknowledged that wind turbines, as agricultural
structures, will primarily be utilized to enhance the agricultural use of the property. The
surrounding neighborhood is zoned AC, and as such, wind turbines are in keeping with the
general rural character of the area and the policies of the Town.
(B). No evidence has been submitted that constructing a wind turbine at the proposed location
will be a detriment to nearby properties or that protection of nearby residential structures will
be diminished by placing a wind turbine in the proposed location. Testimony by a
representative from Green Logic Energy supported the applicants' assurances regarding the
safety of the proposed wind turbine regarding the possibility of collapse in high wind
situations. Also relevant to safety concerns is the fact that the dwelling on the adjoining
property is located more than 420 feet from the proposed wind turbine.
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some other
method feasible for the applicant to pursue, other than the variance requested. The Land Preservation
Committee has determined that the proposed wind energy structure can be placed on the preserved
farmland property in a location that would not require removing any vines from production, and that
would be code compliant.
3. Town Law §267-b(3)Co)(3). The variance requested herein is substantial. The Code requires a set
back of at least 300 feet from a property line bordering an existing residential structure, while the
applicants' propose a set back of 136.5 feet which would require a 54.5% variance.
4. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicants' request to
erect a wind turbine was made after the enactment of the Town code provision from which relief is
sought, and because the applicant's applied for and received a grant from the USDA to construct a
small wind energy system in a proposed non-conforming location before obtaining relief for said
location from the ZBA.
5. Town Law §267-b(3)0o)(4). No evidence has been submitted to suggest that a variance in this
residential community will have an adverse impact on the physical or environmental conditions in the
neighborhood. The subject property is flat, there are no naturally regulated features on site or nearby,
and there are no drainage or runoff issues associated with wind turbines.
6. It is also noted that the applicants sold the development rights to all but 53,078 S.F. of their
property and have chosen to maximize the use of their residual property with a bed and breakfast,
single family home, wine tasting room, wine storage and various other barns, as well as holding
sizeable special events on the property that limit the placement of the wind energy structure within
the 53,078 S.F. area. (See ADDITIONAL INFORMATION, above)
The Board finds, upon applying the balancing test, that the detriment to the character of the
neighborhood and the health, safety and welfare of the community outweighs the potential benefit to
the applicant as applied for.
Page 4- December 29, 2009
ZBA File#6308- Shinn Vineymis LLC
CTM: 1000-1004-3.1 at 2000 Oregon Rd., Mattituck
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing
test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by
Member Schneider, and duly carded, to
DENY the variance as applied for
Vote of the Board: Ayes: Members Goehringer, Weisman, Schneider. Members Simon and Homing
were absent. This resolution was duly adopted (3-0).
II. ALTERNATIVE RELIEF
1. Town Law §267-b(3)(b)(3)(1). Grant of Alternative relief will not produce an undesirable
change in the character of the neighborhood or a detriment to nearby properties.
A). There are currently no other wind turbines in the neighborhood. However the Town has
endorsed the use of alternative energy, in this instance, wind energy. The Town Land
Preservation Committee has furthermore acknowledged that wind turbines, as agricultural
structures, will primarily be utilized to enhance the agricultural use of the property. The
surrounding neighborhood is zoned AC, and as such, wind turbines are in keeping with the
general rural character of the area and the policies of the Town.
03). No evidence has been submitted _that constructing a wind turbine at the proposed location
will be a detriment to nearby properties. Safety concerns regarding the possibility of collapse
in high wind situations were adequately addressed in a public heating by a representative
from Green Logic Energy. Alternative relief will increase the setback from the base of the
proposed wind turbine and the applicants' easterly property line from 136.5 ft. as proposed
to 150.5 ft. +/- 2 feet at the closest point, and correspondingly increase the 420-foot distance
between the wind turbine and the neighboring residence by approximately 15 feet, which
further reduces the possible risk to neighbors.
2.Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method
other than the variance as requested, but not without considerable additional expense. Although the
applicant's have permission from the Land Preservation Committee to locate a proposed wind turbine
on the Town's development right easement where no variance relief would be needed, the applicants'
have testified that the approved location would be economically unfeasible because it would involve
additional costs as a result of further trenching and a longer and more expensive run of wire. While
the Board acknowledges that the increase in cost of erecting the wind turbine in the conforming
location approved by Land Preservation is immaterial to this consideration, the Board is sympathetic
to the applicants' argument and is granting alternative relief to alleviate this burden on the applicants.
3.Town Law §267-b(3)(b)(3). The variance requested herein is substantial. Alternative relief that
brings the setback into greater conformity with the code by increasing the setback from the base of the
proposed wind turbine and the applicants' easterly property line from 136.5 ft. as proposed to 150.5
ft. +/- 2 feet at the closest point will reduce the percentage of the variance from 54.5% to 49.8%. The
Page 5- December 29, 2009
ZBA File#6308- Shinn Vineyards LLC
CTM: 1000-100-4-3.1 at 2000 Oregon Rd., Mattit~¢k
impact of this variance would be less substantial when considering the fact that the dwelling on the
adjoining property, which is also a farm, will be located approximately 430 feet from the proposed
wind turbine.
4.Town Law §267-b(3)(b)(5). The difficulty has been self-created in that the applicants' request to
erect a wind turbine, as proposed, was made after the enactment of the Town code provision from
which reliefis sought. The difficulty itsetfis mitigated by the fact that alternative relief for the
proposed construction will be in an area from which development fights have been sold to the Town.
5.Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this
residential community will have an adverse impact on the physical or environmental conditions in the
neighborhood. The subject property is flat, there are no naturally regulated features on site or nearby,
and there are no drainage or runoff issues associated with wind turbines.
6.The alternative relief granted herein is consistent with the recommendation of the Town Planning
Board that the wind turbine be re-located from the applicants' residential lot, based on Planning
Board's concerns about public safety on a crowded site where site circulation and parking are already
substandard. (See ADDITIONAL INFORMATION, above)
The Board fmds, upon applying the balancing test, that the benefit to the applicant of alternative
relief outweighs the potential detriment to the character of the neighborhood and the health, safety
and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing
test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by
Member Schneider, and duly carded, to
GRANT ALTERNATIVE RELIEF as follows:
A 120 foot high small wind energy system (wind turbine) may be set back from the applicant's
easterly property line at no less than 150.5 feet +/- 2 feet, located on the Town's easement to the west
of the applicants' residential property line, in a location that is not currently planted with vines.
Conditions:
1. Approval must be obtained by the applicants' from the Land Preservation Committee, for a
proposed alternative location as granted herein, and submitted in writing to the Board of
Appeals and the Planning Board. ~f' t, , ~ ' ,:( ·/' ~ '~
2. A final survey from a licensed surveyor must be submitted to the Land Preservation
Committee, Zoning Board of Appeals, an~Planning Board, showing the exact LPC and ZBA
approved location of the base of the propoXs~d wind turbine, the setback distance from the
easterly property tine, and the setback from We existing frame barn on the applicant's
property. ~ 3,
Page 6- D~cember 29, 2009
ZBA Fi1¢#6308 - Shinn Vineyards LLC
CTM: 1000-100-4-3.1 at 2000 Oregon Rd., Mattituck
3. No certificate of occupancy for a wind turbine in the alternate location as granted herein and
approved by the LPC shall be issued until the Planning Board has completed a site plan . .~4:
review of the applicants' 53,078 S.F. residential property and granted approvall Such ~x~k
approyal shall be communicated to the ZBA in writing with a copy of the approved site plan.XNx~
4. An engineered light that complies with the intent of dark skies principles shall be installed at \
the top of the wind energy structure to prevent potential navigational hazards to aircraft.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when
issued
Any deviation from the variance given such as extensions, or demolitions which are not shown on the
applicant?s diagrams or survey site maps, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or
future use, setback or other feature of the subject property that may violate the Zoning Code, other
than such uses, setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an
alteration that does not increase the degree of nonconformity.
Vote of the Board: Vote of the Board: Ayes: Members Goehringer, Weisman, Schneider. Members
Simon and Homing were absent. This resolution was duly adopted (3-0).
MELISSA A. SP1RO
LAND PRESERVATION COORDINATOR
melissa.spiro~town.southold.ny.us
Telephone (631) 765-5711
Facsimile (631 ) 765-6640
DEPARTMENT OF LAND PRESERVATION
TOWN OF SOUTHOLD
January 13,2010
Mr. David Page & Ms. Barbara Shinn
2000 Oregon Road
Mattituck, NY 11952
OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(comer of Main Rd & Youngs Ave)
Southold, New York
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971-0959
8LDG, DEPI.
'[OWN OF SOU[HOLD
Re:
SCTM # 1000-100-4-3.2
Shinn Vineyard Property
Jan. 5, 2010 request for Land Preservation Committee review of revised
location for proposed wind turbine on property on which Town owns a
development rights easement
Dear Mr. Page and Ms. Shinn:
The Land Preservation Committee Members, in accordance with Chapter 70 of
the Town Code, reviewed your January 5, 2010 letter in which you note that you
received approval from the ZB^ to install a wind turbine 150.5+ feet from the nearest
property line to the east, and request approval from the Land Preservation Committee
for this revised location.
The recorded easement for this property allows land within the easement to be
used for the purpose of agricultural production. Section 70-5 (C) of the Town Code
requires that the Committee serve as a review board for the granting of permits for the
construction, reconstruction and additions of, and to, structures in, or on agricultural
lands in which the development rights have been acquired by the Town.
At the January 12, 2010 meeting of the Committee, the Committee adopted a
motion to approve the construction of a wind turbine in the location as described in the
December 29, 2009 Zoning Board of Appeals Findings, Deliberations and
Determination. The December 29, 2009 Findings, Deliberations and Determination
granted alternative relief as follows: "A 120 foot high small wind energy system (wind
turbine) may be set back from the applicant's easterly property line at no less than
150.5 feet + 2 feet, located on the Town's easement to the west of the applicants'
residential property line, in a location that is not currently planted with vines." The
Dec. 29th Findings, Deliberations and Determination contained 4 conditions which are
not listed here.
The Committee is permitting this structure within the development rights
easement on the condition that it is compatible with the purpose of the development
rights easement and subordinate to the agricultural use of the property. Should you
utilize the turbine in a manner that differs in any way from that proposed to the
Committee, or to site the turbine at a location that differs from that proposed to the
Committee, you will be required to obtain additional approval.
The Committee's approval does not mean that you can proceed with
construction or that such use will be approved or permitted by other Town Departments
or agencies. The Committee's approval allows you to proceed with pursuing any
applicable approvals that are required by Town Code.
Please feel free to call me if you have any questions regarding the above.
Sincerely,
Melissa Spiro
Land Preservation Coordinator
CC;
Planning Department
Building Department
Zoning Board of Appeals
Town Attorney
PLANNING BOARD MEMBERS
M~t'l~ H. ~I)OR
June 15,2010
Charles Cuddy, Esq.
P.O. Box 1547
Riverhead, NY 11901
PLANNING BOARD OFFICE
TOWN OF
MAILING ADDRI~:
P.O. Box 1179
~outhold, NY 11971
OFFICE LOCATION:
Town Hall Armex
54376 Smt~ Rout~ ~
(cor, Main lid. & Youngs Ave.)
Telephone ~1 78~1S88
Fax: 8~1 785-81~
Re:
Approval: Proposed Site Plan for Shinn Vineyard
Located at 2000 Oregon Road, on the s/s/o Oregon Road, 1,162.35' e/o Mill
Lane, in Mattituck
SCTM#1000-100-4-3.1 Zoning District: A-C
Dear Mr. Cuddy:
The Southold Town Planning Board, at a meeting held on Monday, June 14, 2010, adopted
the following .resolutions:
WHEREAS, this proposed site plan is for the as-built construction of four (4) buildings
including a 1,646 sq. ft. wine making and wine tasting building with 336.3 sq. ft. of deck, a
2,730 sq. it. wine storage barn, an 884.1 sq. lt. accesso~j storage building and a 206.1 sq. ff.
frame shed on a 979,664 sq. ft. (22.49 acres) parcel whereas, the development area is
53,078 sq. ft. (1.21 acres) in the Agricultural Conservation District located on the s/s/o
Oregon Road, 1,162.35' e/o Mill Lane in Maftituck, SCTM~1000-100-4-3.1; and
WHEREAS, an application for a site plan was submitted on August 11, 2006, including the
site plan prepared by William Barrow Bialosky, R.A., dated December 15, 2005; and
WHEREAS, on August 21, 2006, the Southold Town Planning Board accepted the
application for review; and
WHEREAS, on August 22, 2006, the Planning Board, pursuant to Southold Town Code
§280-131 C., distributed the application to agencies having jurisdiction for their
comments, and the following agencies responded; Town Engineer, Architectural Review
Committee, LWRP Coordinator; Land Preservation Committee, NCRS, Maltituck Fire
Commissioners; and
Shinn Paf:le Two June 15. 2010
WHEREAS, the comments from those agencies referenced above were received and
accepted by the Planning Board; discussed with the applicant, and incorporated into the
site plan to the satisfaction of the Planning Board; and
WHEREAS, on August 22, 2006, the Planning Board referred the application to the
Suffolk County Planning Commission; and
WHEREAS, on September 12, 2006, the Southold Town Planning Board, acting under
the State Environmental Quality Review Act, determined that the proposed action was a
Type II Action and not subject to review; and
WHEREAS, on September 18, 2006, the Suffolk County Planning Commission
commented that the proposed action was a matter of local jurisdiction; and
WHEREAS, on January 12, 2010, the Southold Town Planning Board referred the
application to the Southold Town Land Preservation Committee for review and
comments on whether parking would be allowed on the easement area in connection
with special events; and
WHEREAS, on March 10, 2010, the Southold Town Land Preservation Committee
responded that the recorded easement does not permit special events such as
weddings, parties and catered affairs with tents and/or associated parking on the
easement area; and
WHEREAS, the Southold Town Planning Board determined that due to the small size of
the site, and the inability of the applicant to use the surrounding preserved land for
overflow parking for events, that overflow parking was not feasible on this site plan as it
has been on other winery site plans. Instead, the applicant was instructed to add a note
to the site plan as follows: "The Planning Board grants this site plan for a retail wine
tasting facility only. Buses are prohibited from entering the site' to indicate that the
Planning Board did not review or provide for any parking at this site other than that
required by the Parking Schedule in the Town Code for retail businesses; and
WHEREAS, on April 12, 2010, a public hearing was held and then closed; therefore, be
it
RESOLVED, that the Southoid Town Planning Board has reviewed the proposed action
under the policies of the Town of Southold Local Watedront Revitalization Program and
determined that the action is consistent as outlined in the memo prepared by the LWRP
Coordinator; and be it further
RESOLVED, that the Southold Town Planning Board granta approval to the site plan
entitled 'Proposed Site Plan Parcel #2", prepared by William Barrow Bialosky, R.A.,
dated December 15, 2005 and last revised on May 11, 2010, and authorizes the
Chairman to endorse the site plan.
Shinn Pa.qe Three June 15, 2010
Please also note the following requirements in the Southold Town Code relating to site
plans:
1. Any outdoor lighting shall be shielded so the light source is not visible from
adjacent properties and roadways. Lighting fixtures shall focus and direct the
light in such a manner as to contain the light and glare within property
boundaries.
2. All storm water run-off from grading, driveways and gravel areas must be
contained on site.
3. Approved site plans are valid for three years from the date of approval within
which time all proposed work must be completed, unless the Planning Board
grants an extension.
4. Any changes from the approved site plan shall require Planning Board approval.
Prior to the issuance of a Certificate of Occupancy, the Planning Board or its
representative must inspect the site to ensure it is in conformity with the approved site
plan, and issue a final site inspection approval letter. Should the site be found not in
conformance with the approved site plan, no Certificate of Occupancy may be issued
unless the Planning Board approves the changes to the plan.
A copy of the approved site plan is enclosed for your records. One copy will also be
sent to the Building Department and the Town Engineer.
If you have any questions regarding the above, please contact this office.
Very truly yours,
William J. C~.effiers
Co-Vice Chairman
Encl.
cc: Building Dept
Town Engineer
MELISSA A. SPIRO
LAND PRESERVATION COORDINATOR
melissa.spiro@town.southold.ny.us
Telephone (631) 765-5711
Facsimile (631) 765-6640
OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(comer of Main Road & Youngs Avenue)
Southold, New York
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971-0959
DEPARTMENT OF LAND PRESERVATION
TOWN OF SOUTHOLD
TO:
FROM:
DATE:
RE:
Michael Verity
Chief Building Inspector
Melissa Spiro
Land Preservation Coordinator
July 15, 2010
Shinn/Page Wind Turbine
SCTM #1000-100-4-3.2
Location: 19965 Soundview Ave, Southold
At a regular meeting of the Land Preservation Committee (LPC) held on July 6, 2010,
LPC reviewed the survey that was submitted by GreenLogic Energy on June 27, 2010,
showing the location of the installed wind turbine at Shinn Estate Vineyards.
The wind turbine was installed within the location that was approved by the LPC on
January 12, 2010.
CC:
Zoning Board of Appeals
Planning Board
Alexandra McNear, GreenLogic Energy
JUL 1 5 2010
8LDGDEP~
TOWNOFSOUTHOtD
June 5, 2009
GreenLogic Energy
425 County Road 39A, Suite 101
Southampton, NY 11968
Re:
LIPA Backyard Wind Initiative
Application ID: 2009-007
Customer: Barbara Shinn
Dear Valued Contractor:
Thank you for participating in our Backyard Wind Initiative. Your customer's rebate application has
been evaluated, and the amount of $43,753.50 has been approved for a 10 kW wind system producing
12,501 kWh/year.
Please note, following the completion of your customer's wind system installation and prior to LIPA
conducting a functional test of your customer's wind system, setting the appropriate meter and
processing your customer's rebate, your customer must provide LIPA with a temporary or copy of
the electric inspection certificate issued by the electrical inspection agency having jurisdiction.
When your customer's wind project is completed, please return all applicable invoices to our Rebate
Processing Section. To ensure prompt processing of your customer's rebate, the invoice must specify
manufacturer, model number, quantity and purchase price for each requested device.
The pre-approval is guaranteed until 12/5/09 at which time your customer's wind system must be
installed, operating and ready for a LIPA safety verification test of your customer's inverter. Your
customer's invoices must be submitted within this time frame. Upon receiving the required
documents, we will expedite the processing of your customer's rebate.
If your customer's wind system is not ready for a LIPA safety verification test on or before
your customer must resubmit a new LIPA Backyard Wind Initiative rebate application, refe~ncing
the above application number to:
LIPA
Rebate Processing
25 Hub Drive
Melville, NY 11747
Your cooperation in this matter is greatly appreciated. If you have any questions regarding this
matter, please do not hesitate to call our toll-free Energy Infoline at 1-800-692-2626.
Sincerely,
Pat Dorsch
ENERGY EFFICIENCY - LONG ISLAND
Page 1 of 1
Tot~tv,~i~i^n~e×
Fro n%'O. ~l~irbl,TM elissa
S°u~l~t.'Nev~'l~.~d~,TJ~)7, 2009 4:09 PM
To: Shinn Vineyards
Cc: Toth, Vicki; Verity, Mike; John
BUILDING DEPARTMENT
Subject: RE: Shinn/wind/building dept. TOWN OF SOUTHOLD
Telephone (631 ) 765-1802
~502
Hi David,
Please find the following to confirm our telephone conversation of a few minutes ago.
I spoke to Vicki in the Building Department. It appears that the wind turbine you have applied for is within the
Reserve Area (non-PDR easement area) of your property. Therefore, no Land Preservation Department (or Land
Preservation Committee) action is needed. Land Preservation action is needed if the requested use is within the
preservation area only.
It is my understanding that you have not subdivided the Reserve Area from the Easement Area. Therefore, the
total property area is that of the combined Reserve Area and Easement Area. The Building Department can
verify this with the Planning Department if there is a question as to total property area,
If your wind turbine application changes and request is made for it to be located within the Easement Area, review
and approval from the Land Preservation Committee will be required.
Please let me know if you have any questions regarding the above.
Melissa
From: Shinn Vineyards [mailto:shinnvin@optonline.net]
Sent: Monday, April 06, 2009 5:22 PM
To: Spiro, Melissa
Subject: Shinn/wind/building dept.
Melissa,
Vicky in the building department called and said that I could not get a disapproval letter for my wind
application until she spoke with the land preservation office.
We need the disapproval so that we can go to ZBA for a variance.
How can we expedite this process?
David Page
Shinn Estate Vineyards
4/8/2009
Alex McNear
From:
Sent:
To:
Subject:
Dorsch, Patricia J. [pdorsch@service.lipower.org]
Sunday, January 10, 2010 11:24 PM
Alex McNear
RE: Shinn Wind
Sorry about that. I had to use up my vacation and took 3 weeks off. I forgot- I'll do it this week. I don't remember
getting the info but I'm sure you sent it. I'll check my files. Thanks for the reminder!
..... Original Message .....
From: Alex McNear [mailto:Alex@greenlogic.com]
Sent: Friday, January 08, 2010 8:52 AM
To: Dorsch, Patricia J.
Subject: Shinn Wind
Pat, David Page and Barbara Shinn finally got a variance from the Town of Southold to install a Bergey wind
turbine on their property. In mid December you asked me to resend the LIPA rebate application so we could extend
the LIPArebate approval expiration date, but I never received a confirmation or a new letter stating the extension.
Please let me know what the new expiration date is. Thanks so much. Best, Alex
Alexandra McNear
Senior Account Manager
GreenLogic LLC
425 County Road 39A, Suite 101
Southampton, NY 11963
tel: 631-771-5152 (ext. 107)
fax: 631-771-5156
Town of Southoid
Erosion, Sedan & 8--~o~. -4~-~-E$8MENT FOR;.".
PROPERTY LOCA~ON: 8.C.T,IiL~. 1~E FOLLOWING ACTION8 MAY RIEQUIRE THE ¢a.~nB,ee,nna OF l[
Itol~ INur~ber: (NOTE: A Cbed~ Merk (,~) fer eech Quasgon t~ Required for a Oomplete Appflc~tlon) Ye._.~ Nc,
1
2
3
4
5
6
8
9
Wlll ~i~ PmJe~ Reteln All 8torm-W~er Run-Off Gener~ed by
(This ~ will Irldudn all run*off c~e~led by ~lte ¢tearthg and/or oorls~astJon 8~lvltlas
Improvements and the permanent ~aSon of imporvtous
Does the Site Pine and/or Survey 8how All P~A~need Drainage ~nJofuras Indlca~ng Size &
This Item shall Include M Pmpeeed Grade Chanpen and Slcpe$ Co~tmlling Surfaoe W~terFim,4
Wig thie Project Require on¥ Land Filling, Gm,lng or B. xc~v~on wbem them Is n chmtge to the Hatum(
Exietlr',g Grade thvelvlng mom then 200 Cubl~ Ymds of Matebel within mt¥ Pamel?
Will this Apptleedon Require Land Dis~bteg A~flvffias En~ompm~lng an Ame in Excess of
Five Thousend (5,000) Square Feel of Ground 8urfese?
Is there a Natural Water Course Running thmu§h the 8be?
Is this Project within the Trustees Jurisdiction or within One Hundred (1Off) feet of a Wetland or Beach?
Will there be Site pmperation on Ex.lng Grade Slopes which Exceed F~een (15) fe~ of Vertical ~ise to
One Hundred (100') of Horizontal Distan~e?
Will D~ve~ays, Parking Areas ~ other Impe~Yious 8un%ce~ be S~d ~ Di~ S~Wa~r RunOff
into and/or In ~ dl~ ~ a T~ ~htmf~
~11 ~is Pmj~ R~uim ~e Plaint ~ M~dal; R~ ~V~ a~ ~e ~s~ of
~y Item ~in ~e T~ ~t~f~ay m ~d ~d~ ~?
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W~I ~is P~ Require Si~ Pm~on ~in ~e O~ Hund~ (1~) Ye~ ~aln ~ ~y W~u~e?
NOTE: if Any Answer to Questions One through Nine Is Answered with a Cheek Ma~ In the Box, · Storm-Water, Grading,
Dralm~ge & E~lon Control Plan In Required and Muat be Submitted for Revtew Prior to lesuonoe of Any Building Permlfl
EXEMPT~ON~ Ye_la No
Does thi~ project meet the minimum standards for daaslfl0a~n as~/~ullond Project?
Note: ~fY~uAn~weradYe~toth~eQues~n~a8torm~ater~rad~ng~r~na~e&Er~n~nt~P~n~N~TRequ~rK~ ~ --
STATE OF NEW YORK,
~d
~er ~Wor mpr~fi~ of ~ ~ of O~s, ~d ~ d~y aufio~d to pc~omt or havc ~ffo~ tic e~d ~rk ~d to
Sworn to ~fom mc ~;
...............................................
(S~gna~e of ,~can~)
Town Hall Annex
54375 Main Road
P.O. Box 1179
Soufl~old, NY 11971.-0959
Telephone (63 l) 76.5-1802
, Fax (631) 765~-,95Q2,
ro,qer.ricnert(~,town.sou~no~a.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTI"IOLD
APPLICATION FOR ELECTRICAL INSPECTION
Company Name:
Name:
License No.: L~'.~_ J,,~'
Address: ~C~,_ ('_~l_~-J,~Y'~rJ[ .~q,A- ~ J~ ,
30BSlT~ INVORM~TION: ('Indicates required information)
*Name: ~ VI mm, a~g
*Address: I~ ~¢,~) ~ ~
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District:
1000
Section: I ('7-0
Block:
Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle All That Apply) 4z.,~,~3~~
*Is job ready for inspection: iy~J2U'V'~OC-P~/NO.
*Do you need a Temp Certificate: ~ NO
Temp Information (If needed]
*Service Size: 1 Phase
*New Service: Re-connect
Additional Information:
Rough In
Final
3Phase 100 150 200 300 350 400 Other
Underground Number of Meters Change of Service Overhead
PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
5URVE'r'ED II-D-~t8
SUt=I=OLI¢. COUNT'¢ TAX ¢¢
lO00- I00- 4- ~
E, Et~TIFIEO TO,
BARBAP-.A 5HINN
CONINIONI~IEALTH LAND
TITLE INSUt~ANGE
C, OI'4PAN'r'
Ot= PROPERTY
Or¢~_or~
BLDG. DEPT.
TOWN OF SOUTHOLD
JOH~
No. 50202
NO. 50202
_AND SURVEYOR
5 EAST HA~N STREET
R[VERHEAD, N,Y. ~90~
389-8288 Fax 369-8287
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REFERENCE # 98-270
51TUATE: HATTITUCK
TO~IN, SOUTHOLD
E~U~FOLK COUNTY, NY' JJ
I~®gNI~ATION LOGAT[ON
~- !NAL 04-25-200-/ ~/~, I '
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53.85'
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f~ ~ H Forms LLG
JOHN C. EHLERS LAND SURVEYOR
6 EAST MA1N STREET N.Y.S. LIC. NO. 50202
RIVERHEAD, N.Y. 11901
369-8288 Fax 369-8287 REF.\\Compaqserver\pros\90S\98-270a.pro
SURVEY OF PROPERTY
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JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
RIVERIffEAD, N.Y. 11901 369-8288 Fax 369-8287
REF.CADoanments and Settings\OwnerXaMy DocumentsLMy Dropbox\90S\90S\98-270a.pro
New Vor~ ~
PROPOSED SITE PLAN (PARCEL
NTS MAY11 7010
NOFEB
t ACCESS ARE/', SHALL MAINTAIN FREE & CLEAR ACCESS
2 THE PLANNING BOARD GRANTS THIS SITE PLAN FOR A
RETAIL WINE TAS~RNG FACILFr¢ ONLY. BUSES ARE
PROHIBITED FROM ENTERING THE SITE
MAY 18 20t0
L
Shinn Vineyard Wind
Turbine (location approved by
zoning board)
This is to certify that
ROBERT J SICYPALA
GREENLOGIC LLC
doing business as
having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance
with and subject to the provisions of applicable laws, roles and regulations of
the County of Suffolk, State of New York.
Additional Businesses
NOT VALID WITHOUT
DEPARTMENTAL SEAL
AND A' CURRENT
CONSUMER AFFAIRS
ID CARD
Director
January ll, 2010
Town of Southold
Building Depamnent
Town Hall
53095 Route 25
Southold, NY 11971
Dear Building Inspector:
Please find attached a building permit application on behalf of Barbara Shinn and David Page
who have hired GreenLogic LLC to install a 120 foot, 10 kW wind turbine with a 22 foot blade
for their agricultural property at 2000 Oregon Road in Mattimck. Mr. Page said he already
dropped offin your office a copy of the survey with the wind turbine location and a copy of the
paperwork from the zoning board approving the wind turbine location. In addition, the
preservation committee will sign offon the new location on Tuesday night and that paperwork
should be in your office by the end of the week.
In connection with this application, please find attached:
A building Permit application
· Copy of paperwork sent to LIPA informing them of installation
· Survey of Premises (already dropped off at building department)
· Tower Requirements/specs for the BWC Excel Wind Turbine
· Wind tubine monopole spec sheets
· Wind turbine performance model sheet
· Specification sheets for inverter (AMFA00100000000027AF)
· Decibel levels and noise evaluation study
· 2 Electrical drawings
· Aerial photograph of wind turbine location
· GreenLogic Town of Southold Home Improvement License
· GreenLogic Certificate of Liability Insurance
· GreenLogic Certificate of Worker's Compensation Insurance Coverage
· Master Electrician's of Workers Comp Insurance
Please let us know if you need anything else in connection with this application.
Alexandra McNear
Office Manager
GreenLogic Energy
WIHDPOWER
Bergey Windpower Co.
2200 Industrial Blvd.
Norman, OK 73069
Tel: 405-364-4212
Fax: 405-364-2078
Tower Requirements for the BWC Excel Wind Turbine
Customer supplied towers for the BWC Excel wind turbine should meet the following
requirements:
Tower Height: 80 ft (24m) minimum recommended
Design Wind speed: 120 mph (54 m/s)
Turbine Weight: 1,150 lbs (525 kgs)
Maximum Turbine Thrust Load: 2,000 lbs (910 kgs) at 120 mph (54 m/s)
Blade Clearance: Top 12 ft (3.7m) of the tower must not extend beyond an18" (460mm)
radius from the tower center line. The top mounting plate may be larger.
Dynamic Loads: Not considered due to variable speed rotor
Stiffness: Tower top should not deflect more than 2.5% of the tower height at 120 mph (54
m/s) or 1.5% of the tower height at 50 mph (22.4 m/s)
Turbine Mounting: See attached drawing, which shows the bottom plate for the wind
turbine tower adapter. The preferred attachment is the 6 equally spaced 0.88"
diameter holes on a 15" bolt circle.
Furling Winch: Provisions must be made to mount a Dutton-Lainson DL1602 hand winch,
which is supplied with the wind turbine, approximately 55" (1.4m) above the base with
a 3/16" (0.5mm) steel cable running up the center of the tower.
Wiring Strain Relief: On tubular towers over 80 ft (24m) provisions must be made to add a
cable grip assembly (e.g., Kellem Grip) to support the down tower wiring.
Access Hole: On tubular towers it is recommended that a 5" (60mm) diameter access hole
be provided approximately 5" (60mm) below the top of the tower to allow access to the
tower wiring and furling cable connections.
Tower Climbing: On non-tilting towers, provisions must be made to allow the tower to be
climbed for inspections and maintenance. Climbing pegs should be removable if they
do not meet the blade clearance requirement. On lattice towers we recommend the
use of horizontal laterals (girts) to facilitate climbing.
Materials: We recommend Iow-carbon steel, with careful attention given to weld quality.
Stress risers and brittle materials must be avoided because of the possibility of fatigue
cracking. We do not recommend aluminum be used. Fasteners should be Grade 5;
Grade 8 is too brittle.
Finish: We recommend hot-dip galvanizing after fabrication.
If you have questions concerning the suitability of a particular tower or any of the
requirements listed here, please contact Bergey Windpower at T: 405-364-4212 or
sales@bergey.com
!
4.94
. .75 ol~.- ~ HLS EO. SPCD
()~0' 1.~5')
17.00'/~A.
I I
Wind turbine monopole
(tower)
D a~ig~ Skand~ TIA/EIA-222..F-1998
B afl= ~/','~ ~=aed · 1 {30.0 [mph]
S~vic='v~nd ~ = 50.0
I~ ~cknm - 0.75
Sct. Leng[h Ovmlap TopDia. BotDie. Thick.
(~] [rtl [hi [in} [in}
1 48.0D 3.82 30.15 43.00 0.3750
2 48.00 Z~ 18.87 31.82 0.3125
3 30.42 O.DO 1ZDD 20.14 n.2500
PRELIMINARY NOT FOR CONSTRUCTION
12D. O0
Dmw~oad [Kips]
Marnent [Kip~lt]
/~'qMUM BASE REAETIONS
Brae Iced
14.7 18.7
11.1 10.0
748.0 703.2
Appendix i
PRELIMINARY NOT FOR
Appendix 2
NOTES:
1. MINIMUM CONCRETE COVER 3 tN UNLESS OTHERWISE NOTED
2 SEE DRAWING SP17530 FOR ANCHOR LAYOUT AND ASSEMBLY DETAILS
3. REACTIONS PER TIAJEIA ~O MPH, GUST 1.69, NO ICE, MAX ROTOR THRUST
CONCRETE VOLUME: 35.3 CU YD (ROUND)
361 CU YD (SQUARE)
REACTIONS: O.TM. 7697 FT-KIPS
BASE SHEAR = 11.8 KIPS
VERTICAL LOAD = 8.31 KIPS {NO ICE)
PLAN
'~"~ PIER MAY SE FORMED
ROUND OR SQUARE
- PRELIMINARY-
NOT FOR
CONSTRUCTION
BERGEY WINDPOWI
I'"~'PZEIR PA]}
~FBUN]}AT I[3N
'~ IP141~O1
LTRI REV;S~BN I S¥ I^PP'~
MATERIAL STRENGTH
GRADE Fy Fu
Fu
TOWER DESIGN NOTES
1. Tower designed for Exposure C to the TI^-222-G Standard.
2. Tower designed for a 90.00 mph basic wind in accordance with the TIA-222-G Standar
3. Tower is also designed for a 40.00 mph basic wind with 0,75 in ice. Ice is considered t(
increase in thickness with height.
4. Deflections are based upon a 50.00 mph wind.
5. Force Couples (top of tower)
Excel 10 kW Wind Turbine
A: 1150.00 lb, H: 2000.00 lb, M: 4000.00 lb-fl, T: 300.00 lb-fl
~ce-^: 1710.00 lb, H: 1500.00 lb, M: 3000.00 ih-fl, T: 200.00 Ib-ff
Service-A: 1150.00 lb, H: 2000.00 lb, M: 4000.00 lb-fi, T: 300.00 Ib-ff
6. Weld together tower sections have flange connections.
7. Connections use galvanized A325 bolts, nuts and locking devices. Installation per
TIA/EIA-222 and AISC Specifications.
8. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTi
A153 Standards.
9. Welds are fabdcatad with ER-70S-6 electrodes.
AXIAL
20893 lb
SHEAR 312974 Ib-ft
4059 lb
TORQUE 200 Ib-fl
40. OOmph WIND - O. 75 in lCE
AXIAL
17001 lb
SHEAR 872292 lb-If
TORQUE 478 lb-fl
REACTIONS- 90.00 mph WIND
Bergey ~Yindpower Compan)~°~: Production Pole ~ 20 (Preliminary Dra~
2200 Industrial Boulevard ~ :AlternatlveEnergyAssoclates-SussexCou
Norman OK 73069 ~Client: Be~leyWindpowerCompan~rawn~Y:KenCrai~
· ' Plot Plan
Total Area - 0.03 Acres
ase Elev=-0,00 ft
15.00
15.00
Bergey rFindpower Company~°b: Production Pole t 20 (Preliminary Dra~
2200 Industrial Boulevard IPr°Jea:AlternatlveEnergyAssoclates-SussexCou
Norman OK 73069 Ic''~"t: Be~e¥ Windpower Compan'~ Drawn by: Ken Crai~
WindCad Turbine Performance Model
BWC EXCEL-S, Grid -Intertie Tier-SH3055-22-BWC
Prepared For:
Site Location:
Data Source:
Date:
Shin
MN - class 4
AWS Truewind/Wind Explorer
11812010
10 kW
Ave. Wind (m/a) = 5
WeJbull K = 2
Site Altitude (m) = 7
Wind Shear Exp. = 0.180
Anem. Height (m) = 30.48
Tower Height (m) = 36.6
Turbulence Factor = 0.3%
Hub Average Wind Speed (m/s) = 5.17
Air Density Factor = 0%
Average Output Power (kW) = 1.43
Daily Energy Output {kWh) = 34.2
Annual Energy Output (kWh) = t2,501
Monthly Energy Output = 1,042
Percent Operating Time = 69.6%
Weibull Performance Calculations
Wind Speed Bin (m/s) Power (kW) Wind Probability (f) Net kW @ V
1 0.00 5.76% 0.000
2 0.00 10.54% 0.000
3 0.04 13.63% 0.005
4 0.40 14.76% 0.059
5 0.78 14.13% 0.110
6 1.35 12.24% 0.165
7 2.15 9.71% 0,209
8 3.07 7.11% 0.218
9 4.09 4.83% 0.197
10 5.27 3.05% 0.161
11 6.77 1.80% 0.122
12 8.22 0.99% 0.082
13 9.72 0.51% 0.050
14 10.82 0.25% 0.027
15 11.63 0.11% 0.013
16 11.63 0.05% 0.006
17 11.75 0.02% 0.002
18 10.90 0.01% 0.001
19 10.67 0.00% 0.000
20 10.41 0.00% 0.000
2008, BWC [ Totals: 99.50% 1.427
Weibull Calculations:
Wind speed probability is calculate
Weibull curve defined by the aver;
speed and a shape factor, K. To f;
piece-wise integration, the wind sF
range is broken down into "bins" o
width (Column 1). For each wind s
instantaneous wind turbine power
Column 2)) is multiplied by the We
speed probability (f, Column 3). T?
product (Net W, Column 4) is the
contribution to average turbine po~
contributed by wind speeds in that
sum of these contributions is the a
power output of the turbine on a c(
24 hour, basis.
Best results are achieved using an
monthly average wind speeds. Us~
3r hourly average speeds is not
recommended.
Instructions:
Inputs: Use annual or monthly Average Wind speeds. If Weibull K is not known, use K = 2 for inland sites, use 3 for coastal sites, ar
for island sites and trade wind regimes. Site Altitude is meters above sea level. Wind Shear Exponent is best assumed as 0.18. For
terrain or high turbulence use 0.22. For very smooth terrain or open water use 0.11. Anemometer Height is for the data used for the .a
Wind speed. If unknown, use 10 meters. Tower Height is the nominal height of the tower, eg.: 24 meters. Turbulence Factor is a de
turbulence, site variability, and other performance influencing factors -- typical turbulence has already been incorporated into the model.
(0%) for level sites with tim~ted obstructions. Use -0.10 ( negative 10%) for fiat, clear sites on open water. Use 0.05 to 0.15 (5% to 15%
rolfing hills or mountainous terrain.
INVERTER MANUAL
AM FA00100000000027AF
AM FA00100000000027AH
Operator's Manual
&
Installation Instructions
Rev. 13
Date: 10 November 2008
AMFA00100000000027AF
AMFA00100000000027AH
Table of Contents
Ratings
Important Safety Instructions
Installation
a. Mounting
b. Electrical Connections
Markings
Operation
Touch Screen Display
a. Stop / Reset
b. Status
c. Faults
d. Parameters
Equipment Maintenance
Production Test Documentation
a. The manufacturer's model number.
b. Serial number.
c. Functional software and firmware versions.
d. Testing date.
e. Test settings.
f. Manufacturer's stated accuracies.
g. Production line test results.
Page 1
AMFA00100000000027AF
AMFA00100000000027AH
1. Ratings
Turbine Input
Maximum Input Voltage (3 Phase Input) 400 VAC
Minimum Input Start Voltage 30 VAC
Input Operating Voltage Range 200 to 400 VAC
Maximum Input Frequency 400 Hz
Maximum Input Current 40 Amps
Maximum Input Short Circuit Current 462 Amps
AC Backfeed Current to Input Source N/A
Output
Maximum Continuous Output Power 12000 Watts +/-10%
Maximum Continuous Output Current 50 Amps +/- 10%
Nominal Output Voltage (Single Phase) 240 VAC
Operating Voltage Range 215 - 260 VAC
Voltage Measurement Tolerance +/- 10 VAC
Nominal Operating Frequency 60 Hz
Operating Frequency Range 59.3 to 60.5 Hz
Frequency Measurement Tolerance +/- 0.5 Hz
Output Power Factor 0.95 +/- 0.05
Normal Operation Temperature Range -20°C to 45°C
Maximum Output Over-Current Protection 80 Amps
Maximum Output Fault Current 1030 Amps
Maximum Synchronization In-Rush Current 6.3 Amps
Utility Interconnection Trip Time 100 mS
Time Measurement Tolerance +/- 85 mS
Page 2
AMFA00100000000027AF
AMFA00100000000027AH
2. Important Safety Instructions
SAVE THESE INSTRUCTIONS
This manual contains important instructions for Model(s)
AMFA00100000000027AF and AMFA00100000000027AH
that shall be followed during installation and maintenance of the inverter.
The output field wiring terminal can be used for connection of a maximum of:
One 1/0 AWG wire per terminal (1 wire for each line)
The input field wiring terminal can be used for connection of a maximum of:
One 2 AWG wire per terminal (1 wire per phase per terminal provided).
The field-wiring terminals shall be connected using the following wire types:
Copper Conductors Only (Input connection)
Use No. 6 - 2 AWG, 90 °C copper wire only
Copper, Aluminum or Copper-Clad Aluminum Conductors Only (Output connectioq)
Use No. 4 - 1/0 AWG, 90 °C Copper Conductors
Use No. 2 - 1/0 AWG, 90 °C Copper Clad Aluminum, or Aluminum Conductors.
The following symbols are used as markings on this product with the following meanings:
Equipment grounding conductor - II~__II
This inverter is intended for operation in an environment having a maximum ambient
temperature of 45 degrees C.
This unit or system is provided with fixed trip limits and shall
not be aggregated above 30 kW on a single Point of Common Connection
WARNING
This unit is not provided with a GFDI device. This inverter or charge controller must be
used with an external GFDI device as required by the Article 690 of the National Electrical
Code for the installation location.
CAUTION
To reduce the risk of fire, connect only to a circuit provided with 80 amperes maximum
branch-circuit overcurrent protection in accordance with the National Electrical Code,
ANSI/NFPA 70.
Page 3
AMFA00100000000027AF
AMFA00100000000027AH
3. Installation
Mounting
i. The enclosure is provided with four mounting feet with 0.281" dia. mounting holes.
ii. For mounting to a 0.10" thick metal surface, use M6, %-20 or %-28 bolts grade 3 or
higher with nuts and flat washers.
iii. For mounting to concrete, use M6 or %" bolts using concrete anchors with an 800
pound or greater tension rating.
iv. The required bolt length is such that the internal threads need to be 100% engaged.
v. The enclosure is to be oriented with the conduit openings facing toward the floor.
vi. Enclosure ventilation is to be provided such that the following guidelines are satisfied.
1. Provide a minimum of 12 inches clearance to the air inlet filters.
2. Provide a minimum of 6 inches clearance to the outlet side vents.
3. Use in a well ventilated area within the maximum ambient temperature rating.
Page 4
AMFA00100000000027AF
AMFA00100000000027AH
Electrical Connections ara made to the unit via the 2.0" diameter conduit holes in the bottom
of the enclosure. Wiring methods in accordance with the National Electrical Code,
ANSI/NFPA 70 are to be used.
The input and output circuits are isolated from the enclosure. System grounding, when
required by Sections 690.41,690.42, and 690.43 of the National Electric Code, ANSI/NFPA
70, is the rasponsibility of the installer.
AC Output Connection (Utility)
i. The AC output is single phase and not bonded to ground.
ii. Connect the two single phase 240VAC wires to the dual fuse block located on the
lower left side of the enclosure.
iii. Tightening torque, allowable wira size, and type, for the Field-Wiring Terminals:
1. 100 Ibf-in tightening torque maximum
2. 4 AWG to a maximum of 1/0 AWG for Copper Conductors Only
3. 2 AWG to a maximum of 1/0 AWG for Aluminum Or Copper-Clad Aluminum
Conductors Only
4. Wire type- rated 90C minimum
AC Input Connection (Turbine)
i. Connect the three phase turbine wires to the DIN rail terminal block located on the
lower right side of the enclosure.
ii. The inverter's wind turbine input must be connected to a 3-phase "delta" or "wye"
connection with the neutral not connected to earth ground (left floating).
iii. The inverter must be provided with 3, Class T, UL listed fuses rated, 400 VAC
minimum, 50 Amp maximum for proper protection from the wind turbine input to the
unit as well as an appropriate UL listed fuse holder to accommodate the fuses.
1. For example:
Manufacturer, part number of fuse - Bussmann, JJS-50
Manufacturer, part number of fuse holder - Bussmann, T60060-3CR
iv. Tightening torque, allowable wire size, and type, for the Field-Wiring Terminals: 1. 18 Ibf-in tightening torque
2. 6 AWG - to a maximum of 2 AWG for Copper Conductors Only
3. Wire type- rated 90C minimum
Earth Ground Connection
i. Earth grcund is to be connected to the two terminals provided inside the enclosure as
indicated by the earth ground equipment marking.
ii. The inverter's earth ground connection must be bonded directly to the service
entrance's earth ground which in turn is bonded to neutral.
iii. Allowable wire size range is 8 AWG - 4 AWG.
4. Markings
a. Enclosura: NEMA Type 1 - for indoor use only
b. Earth ground is indicated by the following marking:
Page 5
AMFA00100000000027AF
AMFA00100000000027AH
5. Operation
This equipment is a UL 1741 certified Utility Interactive Inverter and complies with the requirements of
IEEE1547 which is the standard for intemonnecting distributed resoumes with electric power systems.
The Normal Operation of the inverter is as follows: When single phase 240VAC is applied to the inverter,
the display will power up and a message stating that the unit is initializing is shown. A countdown timer
set for 5 minutes (300 seconds) starts before the inverter is ready to transfer power to the utility grid. The
inverter will automatically transfer power to the utility when AC voltages in the range of 30VAC to 400VAC
are present at the Turbine input.
6. Touch Screen Display
The touch screen display located on the front panel of the enclosure provides manual over-
ride and status of the inverter's operation. The touch screen display also provides a Stop and
a Reset button, The Stop button is used when it is desired to disconnect the inverter from the
power grid and the wind turbine. After Stop is pressed the inverter will remain in a powered-
up stand-by mode until Reset is pressed or Grid voltage is removed. When Reset is pressed
the inverter will resume normal operation.
b. Status
i. Status of the inverters operation is shown on the lines one and two of the display.
The following table lists the status messages that may appear.
Status Message Description
waiting The inverter has been reset or that the 5 minute countdown delay is
Initializing in progress
Waiting The voltage from the turbine is lower than the factory set auto-start
For Wind voltage threshold
AC Running The active rectifier is regulating the internal DC Boost voltage
Running The inverter is transferring power to the utility grid
Fault A fault has occurred. See fault messages
Manual Stop The manual stop button has been pressed
Press Reset
Fault Limit
Three faults have occurred in an hours time
Press Reset
Indicates that a communication problem exists between the display
Disconnected
and the inverter. Check for bad cable connection.
Page 6
AMFA00100000000027AF
AMFA00100000000027AH
c. Fault Messages
i. Fault messages are displayed when a fault occurs and when the last fault parameter
is selected. The following table is a list of possible faults that may be displayed.
Fault
Fault Message Code Description
INTERNAL ERROR 10 IGBT Desat or control logic fault
DC OVER VOLT 1 1000 The DC Bus voltage has exceeded its maximum threshold
DC OVER VOLT 2 1500 The DC Input voltage has exceeded its maximum threshold
DC UNDER VOLT 1250 The internal DC Boost voltage has dropped below its
minimum threshold
AC OVER VOLT 2030 The AC line voltage has exceeded its maximum threshold
AC UNDER VOLT 2280 The AC line voltage has dropped below its minimum
threshold
TURBINE PHASE 2500 Indicates that thero is a problem with one or more of the
turbine input phases. Bad connection, missing phase.
Phase A line current sensed by the converter module has
OVER CURRENT 3000
exceeded its maximum current threshold
Phase C line current sensed by the converter module has
OVER CURRENT 3020
exceeded its maximum current threshold
The DC Boost phase of the converter module has
OVER CURRENT 3050
exceeded its maximum current threshold
The internal high temperature threshold has been
OVER TEMP 4000 exceeded
UNDER TEMP 4250 The internal Iow temperature threshold has been exceeded
GROUND FAULT 7000 An input phase appears to be shorted to chassis ground
AC UNDER FREQ 8000 The frequency of the utility grid voltage went out of range.
The upper range threshold was crossed
The frequency of the utility grid voltage went out of range.
AC OVER FREQ 8100
The lower range threshold was crossed
Page 7
AMFA00100000000027AF
AMFA00100000000027AH
d. Parameters
The Up and Down arrow that is visible on the left side of the touch screen display* is
used to scroll through a list of parameters. The list of viewable parameters is as
follows:
Parameter Description
Grid Voltage Magnitude of the connected single phase grid voltage
Grid Frequency Frequency of the connected single phase grid voltage
Bus Voltage Magnitude of the actively rectified DC bus voltage
DC Current Averaged value of the DC current
Turbine Volts Averaged value of the rectified AC voltage from the Input
Output Power Output power displayed in watts
Cumul. Power Output Power accumulated over time of operation
VRef Used for factory setup**
IRef Used for factory setup**
Last Fault Displays the last fault that occurred since the inverter was powered up along
with a fault cede that may be useful when troubleshooting.
*A hidden feature of the display is the contrast adjustment. The right side of the display has invisible up
and down arrows that can be used to increase and decrease the contrast of the display.
**Vref is used as an index look-up into a virtual table used for a customizable power curve, the graph of
which is configured by parameters 81 through 93, called Iref request values. The virtual size of the table
is 768 points. The table parameters configure every 64th value of the look-up curve for lref. Irefisthe
current request in counts for a given DC input voltage tracked by Vref. Using this configuration the
inverter can be adjusted to provide any power curve required.
7. Equipment Maintenance
Periodically check the ventilation screen for the cooling fans. VVhen necessary, use a
vacuum to clean the screen from the outside of the enclosure. Do not force air or spray water
into the enclosure.
The touch screen display may become dirty over time. To clean the display use clean water
applied to a soft non-abrasive cloth. Water sprayed directly onto the display could possibly
leak inside and cause damage. Dirt and fingerprints do not affect the operation of the touch
screen display.
Page 8
AMFA00100000000027AF
AMFA00100000000027AH
9. Production Test Documentation
Manufacturer Model Number [] AMFA00100000000027AF
[] AMFA00100000000027AH
Serial number I
Functional software and firmware versions SCDXL0000000000050AH
SDSCC0000000000036AN
SDSCC0000000000037AF
Testing date I 10-Nov-2008 I
Test settings I Attach parameter table printout
Manufacturer's stated accuracies Operating voltage range: 215 to 260 VAC
Voltage measurement tolerance: +/- 10 VAC
Operating frequency range: 59.3 to 60.5 Hz
Frequency measurement tolerance: +/- 0.2 Hz
Utility interconnection trip time: 100 mS
Time measurement tolerance: +~-85 mS
Production line test results
Dielectric Withstand Test
[] Pass
[] Fail
Response To Abnormal Voltage
[] Pass
[] Fail
Response To Abnormal Frequency
[] Pass
[] Fail
Synchronization
[] Pass
[] Fail
5 Minute Reconnection Timer
Following Abnormal Condition Disconnect
[] Pass
[] Fail
Page 9
BARK
Decibel levels and Noise
evaluation
12 July 2001
Michael L. S. Bergey
Bergey Windpower Co., Inc.
2001 Priestley Ave.
Norman, OK ?3069
RE: Wind Turbine Noise Outp.ut Evaluation
DearMr. Bergey:
Per your request, on the afternoon of 9 July 2001, accompanied by John
Stalcup, your representative in Glen Ellen, California, we traveled to a
Bergey installation located in Solano County at Ledgewood creek Vineyard
to measure the sound pressure level generated by the Bergey Model BWC
Excel 10kW Class Wind Turbine.
The wind during the time of measurement was gusting between 19 and
24 mph generally from a SE 'direction. It was mutUally decided once on site
to sample at distances of 20, 50, 100, 150, and 200 feet, respectively. The
temperature was in the mid-70s with mostly dear skies. The sound
pressure meter was a ca!ihrated .Rion Integrating Sound Level Meter,
Model NL-06, Ser. if 00892560, featuring a NH 19, 1/2 inch capsule and
windscreen. The meter was set to measure dBA sound pr'~-sure levels
(SPL) each 200ms over a period of 20 seconds time with the average
expressed in the' chart below. We measured only fa:om: :at downwind
position since the SPL upwind and to the sides was measurably less. As the
measurement was made in a vineyard at ground l~vel, the SPL generated
by the BWC Wind Turbine was often masked' by the rustling of nearby
grape leaves and vines, which by this time of year had fully matured (with
the exception Of the grapes).
We also attempted to record the samples using an M-S system
consisting of a Sennheiser MKH 30 and a MKH 40 pair of mics, with Aerco
pre-amp and a Sony PCM M1 DAT (digital audio tape) recorder. Despite the
usual high wind effect attenuation precautions we took, this operation was
not generally successful because of the unusually high gusts obviating
collection of consistently useful data during this test. We were, however,
able to obtain brief moments of sound spectrum data that might be helpful
and are included with this evaluation report.
The following SPL measurements were made in relationship to the tower:
Distance Wind Turbine "on" Wind Turbine "off"
20 ft. 50.1dBA 45.7dBA
50 fL 49.3dBA 45.SdBA
100 ft. 46.9dBA 48.1dBA
150 ft. 44.2dBA 44.4dBA
200 ft. 44.1dBA 44.3dBA
Bergey Windpower Noise Eval.
Wild Sanctuary, Inc.
12 July 2001
2
Sound spectrum data (below) reflects a sample of recorded sound taken
at 50 feet. As the spectrogram shows, the sound output generated by the
turbine during wind gusts of between 19 and 24 mph is similar in character
to that of ocean waves, a stream, and wind effect in tall grasses or blowing
through trees densely foliated with leaves and is a common element in
acoustics not generally known to cause discomfort or stress in any culture.
Bergey Wind Turbine spectrogram recorded 7/9/01 at Ledgewood Creek
Vineyard from a distance of 50 feet downwind. This 8 second sample
(time on the "x' axis/frequency to 5kHz on the "y' axis) demonstrates
acoustic characteristics common to natural sounds such as waves, leaves and
grasses rustling as a result of wind, and stream sounds.
Conclusion. At distances of 20 and 50 feet, respectively, the level of
noise generated by the rotating blades of the turbine, was never in excess of
5dBA greater than the ambient noise (with the turbine shut down). As far
as we could detect, there was no measurable noise from the turbine, itself,
at any distance. From measurements in excess of 100 feet, the ambient
sound of grape leaves tended to be louder in every case than the sound of
the turbine blades.
Bergey Windpower Noise Eval.
Wild Sanctuary, Inc.
12 July 2001
3
The nature of the sound generated by the blades was the same class of
white or pitched noise commonly experienced by humans in the natural
world. No sound type emanating from the wind turbine at any level was
present that would be considered objectionable within the classes of
d commonly thought of as such.
S,
~ L. Krause, Ph.D.
President
Wild Sanctuary, Inc.
CC: John Stalcup - AirSource
Bo. rgey Windpowe~ Noise Eval.
Wild Sanctuary, Inc.
12 July 2001
4
COMMON SOUNDS IN DECIBELS
Some common, easily recognized sounds are listed below in order of in-
creasing sound levels in decibels. The sound levels shown for occupied rooms
are only example activity levels and do not represent criteria for design. Note
also that thresholds va~/among individuals.
'l'~reshold )
evaluation
--
--I10
-- lO0
SO
~ ~'0
-- 20
-- I0
0
· ~U~00 .horn CI0~ au~ay)
· C, rouJd noiae, ab f00~0ba'fl
ePrin~i~
ep~umn~ ~oncre~ br~*~er
B-7S7 gircra~ ca'in durin~ ~li~ht
Loud
Crac~in~ ~ plastic ~ood ~rap~era (~ ~
and ~d ~rl~c e~no~ m~ p~pIt~
· Whi~per
Pnln~ul (and
loud
Wind turbine electrical
drawing
;REEN
Armored
#2AWG Direct Burial
AC
NC
Disconnect
DC
AC
GridTek 10
NC
Disconnect
V¥\A
Main
Service
Panel
Grounding
Main Service
Rods Grounding Rod
Wind turbine electrical
drawing
EEN
Armored
ble
#2AWG Direct Burial
AC
NC
Disconnect
DC
AC
I
GridTek 10
NC
Disconnect
Main
Service
Panel
Grounding
Main Service
Rods Grounding Rod
90.00 Fl'
SECTION
18 SLOES
SECTION 2
SPLICE LENGTH
MIN. = 26.100~
DESIGN =
~MAX. =31.900"
DESIGN LOADING
DESIGN WIND LOAD PER N4SVTTA/E~A-222-F.19~6. t00.0 MPH BAS;C We, K) SPEED
0=ASTEST4alLE) {0.5' eN)IAL ~ LOAD).
1141S POLE IS DE,SIGNED TO SUPPORT THE FOLLOWING LOADS:
SECTION ~
(rr) BOT. TOP pt;) ~ pq3~)
44.42' 19,523 12.000 0.187S 65.0 1.485
4e.oo 2e.Tso 1e.~2o o.'mTs e~.o 2.3~e
BASE PLATE 1.500" X 35.000" Round
1.500" DMz. X 74' LONG ANCHOR
GENEIEAL NOTES:
I . THE BUILDING IS IN ACCORDANCE WITH THE CODE OF THE STATE OF NEW YORK`
AND TOWN OF SOUTHOLD~ LATEST EDITION.
2. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT
INDICATED ON THESE PLANS, THE CONTRACTOI~. SHALL STOP WORK, AND NOTIFY THE ARCHITECT
OR ENGINEEIE. SHOULD TIdE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE THE
WORK,~ HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS.
4. FOUNDATION DESIGN HA5 BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFEBBIONAL
ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITB OF THE SUBSURFACE DATA PROVIDED.
FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT THE FOLLOWING DESIGN PAfEAMETERB
ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITION5 ENCOUNTERED.
A) ALLOWABLE 50IL BEARING PRESSURE AT 5.5 ET. DEPTH = 2,000 PBP.
B) GROUND WATER TABLE BELOW FOUNDATION DEPTH.
C) MAXIMUM FROST PENETRATION DEPTH LESS THAN FOUNDATION DEPTH.
5. WORK 5HALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS OTHERWISE
NOTED, THE LATEST REVISION OF ACI 3 I 8, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".
PROCEDURE5 FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES 5HALL BE
ESTABLISHED PRIOR TO FOUNDATION INSTALLATION.
G. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED
STRUCTURAL CONCRETE.
7. PROPORTIONS OF CONCRETE MATERIALB BHALL BE SUITABLE FOR THE INBTALLATION METHOD UTILIZED AND
SHALL REBULT iN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE
DURABILITY REQUIREMENTB OF ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS
EXPECTED AT THE SITE. AS A MINIMUM, CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF
3500 PSi IN 28 DAYB.
ES. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE BUITABLE FOR INBTALLATION METHOD UTILIZED OR
I/3 CLEAR DIBTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE INCREASED TO 2/3 CLEAR
DISTANCE PROVIDED WORKABILITY AND METHODB OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT
HONEYCOMBS OR VOIDS.
9. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS Off ASTM AG I 5 GRADE GO
UNLESS OTHERWISE NOTED. SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED UNLESS OTHERWISE
INDICATED.
I O. WELDING lB PROHIBITED ON REINFORCING BTEEL AND EMBEDMENTS.
BARBARA SHINN & DAVID PAGE RESIDENCE FOUNDATION GENERAL NOTES
2000 OREGON ROAD. MATTITUCK,/own OF SOUTHOLD, SUFFOLKUFFOLK C O U~ U~.T~Y.~III~t~Y~O R KCOU YORK
Ralph Pacifico, PE o oo. oo.o,oog.oo,
Barbara Shinn & David Page
Sayvllle, NY 11782
Email: engineer~pacificoengineerJn Mattituck, NY 11952 NO. Revision Date
Phone No.: ( 631 )988-0000 ~%~,~~?.'.,7// pROJECrNO DArE SCALE S*I£ETNO
I I. MINIMUM CONCRETE COVER FOR REINFORCEMENT BHALL BE 3 INCHES (7G MM) UNLEB5 OTHERWISE
NOTED. APPROVED SPACERB SHALL BE USED TO INSURE A 3 INCH (7G MM) MINIMUM COVER ON
REINFORCEMENT.
I 2 CONCRETE COVER FROM TOP OF FOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL NOT EXCEED
3 INCHES (TGMM) NOR BE LESS THAN 2 INCHES (SLMM).
I 3. FOUNDATION DESIGN ASSUMES STRUCTURAL BACKFILL TO BE COMPACTED IN & INCH (200 MM) MAXIMUM
LAYERS TO 95% OF MAXIMUM DRY DENBITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM
DGg&. ADDITIONALLY, STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF I O0
POUNDS ?EI~ CUBIC FOOT ( I ~ ICNLM3).
I 4. FOUNDATION DESIGN HAS BEEN BASED ON GEOTECHNICAL DATA SUP?LIED BY TIdE PURCHASER. NO SOILB
~EPORT WAS AVAILABLE AT THE TIME OF FOUNDATION DESIGN.
I 5. FOUNDATION DEPTH INDICATED lB BASED ON THE GRADE LINE DESCRIBED IN THE REFERENCED
GEOTECHNICAL REPORT. FOUNDATION MODIFICATION MAY BE REQUIRED IN THE EVENT CUT OR FILL
O?ERATIONS HAVE TAKEN PLACE SUBSEQUENT TO THE GEOTECHNICAL INVESTIGATION.
I G. FOUNDATION DESIGN ASSUMES LEVEL GRADE AT POLE BITE.
I 7. FOUNDATION INSTALLATION SHALL BE SU?ERVISED BY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED
WITH THE PRO?OBED FOUNDATION TYPE. CONSTRUCTION BMALL BE IN ACCORDANCE WITH GENERALLY
ACCEPTED INSTALLATION PRACTICES.
I B. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT CONSTRUCTION
MATEI~IALS, INSTALLATION METHODS AND ASSUMED DESIGN ?ARAMETEle, S ARE ACCEPTABLE BASED ON
CONDITIONS EXISTING AT THE SITE.
I 9. FOR FOUNDATION AND ANCHOR TOLERANCES SEE POLE ASSEMBLY DRAWING.
20. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PI~IOR TO CONCRETE PLACEMENT.
SIDES OF EXCAVATION 5HALL BE ROUGH AND FREE OF LOOBE CUTTINGS.
2 I . CONCRETE BHALL BE PLACED IN A MANNER THAT WILL PREVENT BEGREGATION OF CONCRETE MATERIALS,
INFILTRATION OF WATER OR SOIL AND OTHER OCCURP-,ENCEB WHICH MAY DECREASE THE STRENGTH OR.
DURABILITY OF THE FOUNDATION.
22. CONCRETE ?REFERAI%Y SHALL BE PLACED AGAINST UNDISTURBED SOIL, WHEN FORMS ARE NECESSARY,
THEY BHALL BE REMOVED PI~IOR TO PLACING STRUCTURAL BACK, FILL.
23. CONSTRUCTION JOINT, IF REQUIRED AT THE BASE OF THE PIER, MUST BE INTENTIONALLY ROUGHENED TO A
PULl_ AMPLITUDE OF I/2 INCH (I 2 MM). FOUNDATION DESIGN ASSUMES NO OTHER CONSTRUCTION JOINTS.
24. TOP' OF FOUNDATION OUTSIDE LIMITB OF ANCHOR-. BOLTS SHALL BE SLOPED TO DP-AIN WITH A FLOATED
FINISH. AREA INSIDE LIMITS OF ANCHOR BOLTS SlflALL BE LEVEL WITH A SCRATCHED EINISH.
2.5. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" X 3/4" (I 9MM X I 9MM) MINIMUM.
~o.,Ecr BARBARA SHINN & DAVID PAGE RESIDENCE ,~,~Ns~r~ FOUNDATION GENERAL NOTES
2000 OREGON ROAD, MATTITUCK, TOWN OF SOUTHOLD,SUFFOLK COUN~ORKSUFFOLK COUN EW YORK
Ralph Pacifico, PE OlOO-lO O,-OO5.OO1
PO Box 1448 I m~l /1 ¢ ~11~ .~, ~. ],~ , Barbara Shinn & Bavid Page
Sayville, NY 11782 l izm~'~z,,;~_~jJl~'/'y,~ re, ss
Emaih engineer~pacificoengineerin Mattituck, NY 11952 No. Revision Date
Phone No.: (631) 988-0000 - '%.~~~.~' ~,..,,cr~o mr¢ s~, s*c, erm
POLE MAT FOUNDATION WITH RAISED CONCRETE PIER:
ENGINEER RP /TMQ
AXIAL LOAD 15,444 LBS
OVERTURNING MOMENT i 844,200 LB-FT
SHEAR APPLIED 12,300 LBS
SHEAR ALLOWABLE (12 BOLTS) 212,400 LBS
IRESISTING MOMENT 1,790,880 LB-FT
FACTOR OF SAFETY AGAINST OVER TURNING 2.12
BOLT CIRCULAR DIAMETER 47.75 INCH
NUMBER OF ANCHOR BOLTS 12
ANCHOR BOLT DIAMETER 1-1/2 INCH
ANCHOR BOLT LENGTH 74 INCH
ANCHOR BOLT PROJECTION 7.5 INCH
ALLOWABLE SOIL PRESSURE 2000 PSF
APPLIED SOIL PRESSURE 758 PSF
PIER PROJECTION 0.5 INCH
PIER DIAMETER 6 FEET
PAD WIDTH 20 FEET
PAD THICKNESS 2.5 FEET
DEPTH TO BOTTOM OF PAD 5 FEET- 6 INCH
CONCRETE VOLUME 40.7 CU. YD.
CONCRETE fc' 3500 PSI
REBAR YIELD STRENGTH 60000 PSI
UNIT SOIL WEIGHT 110 PCF
UNIT CONCRETE WEIGHT 150 PCF
CONCRETE LOAD FACTOR 1.3
ANCHOR BOLT GRADE F1554 GRADE 105
ENGINEER RP /TMQ
AXIAL LOAD 15,444 LBS
OVERTURNING MOMENT 844,200 LB-FT
SHEAR APPLIED 12,300 LBS
SHEAR ALLOWABLE (12 BOLTS) 212,400 LBS
~RESISTING MOMENT 1,790,880 LB-FT
FACTOR OF SAFETY AGAINST OVER TURNING 2.12
BOLT CIRCULAR DIAMETER 47.75 INCH
NUMBER OF ANCHOR BOLTS 12
ANCHOR BOLT DIAMETER 1-1/2 INCH
ANCHOR BOLT LENGTH 74 INCH
ANCHOR BOLT PROJECTION 7.5 INCH
ALLOWABLE SOIL PRESSURE 2000 PSF
APPLIED SOIL PRESSURE 758 PSF
PIER PROJECTION 0.5 INCH
PIER DIAMETER 6 FEET
PAD WIDTH 20 FEET
PAD THICKNESS 2.5 FEET
DEPTH TO BOTTOM OF PAD 5 FEET- 6 INCH
CONCRETE VOLUME 40.7 CU. YD.
CONCRETE fc' 3500 PSI
REBAR YIELD STRENGTH 60000 PSI
UNIT SOIL WEIGHT 110 PCF
UNIT CONCRETE WEIGHT 150 PCF
CONCRETE LOAD FACTOR 1.3
ANCHOR BOLT GRADE F1554 GRADE 105
'~RO/FCr BARBARA SHINN & DAVID PAGE RESIDENCE
ENGINEERING CALCULATIONS SUMMARY
2000 OREGON ROAD, MATTITUCK, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
Ralph Pacifico, PE
Barbara Shinn & David Page
PO Box 1448 ~/ ~~
Sayville, NY 11782 m~ ~ t~ .' f'~ /
~ ~ /.~ 2000 Oregon Road
Emaih engineerepacificoengineerir ~%~~n~ -- - Xff~ Madituok, NY 11952 No. Revision Date
Phone No.: (631)988-0000 ~~~' ¢~JECr~
120,00 FT :~,: -TOP FLANGE
SECTION 1
92.08 FT
SECTION 2
48.00 FT
SECTION 3
18 SIDES
SPLICE LENGTH
MiN = 26,500"
DESIGN = 30000"
MAX = 32500"
DESIGN LOADING
DESIGN WiND LOAD PER ANSIFFIA/EIA-222-F- ~ 998
100 0 MPH BASIC WiND SPEED (FASTEST-MJLEI (075' RADIAL ICE LOAD)
1200 MPH BASIC WiND SPEED (3-SECOND GUST) (0 75" RADIAL ICE LOAD)
EXPOSURE 'C' GUST RESPONSE FACTOR Gh-I 69
THIS POLE JS DESIGNED TO SUPPORT THE FOLLOWING LOADS:
ELEVATION APPUTENANCE
(ET}
TOP
2000# LATERAL THRUST (ANY VELOCITY)
, 1200#VERTICAL LOAD
LINE SIZE
(1)7/8 in
SEE STRESS ANALYSIS FOR A COMPLETE LISTING OF ALL LOADS ON STRUCTURE
STRUCTURE HAS BEEN DESIGNED TO DEFLECT NO MORE THAN 36" AT DESIGN WIND
SPEED AND NO MORE THAN 21 6" AT 50 MPH BASIC WIND SPEED {FASTEST-MILE)
DESIGN BASED ON STATIC LOADING ONLY DYNAMIC AND HARMONIC CONDITIONS
HAVE NOT BEEN CONSIDERED AND ARE THE RESPONSIBILITY OF OTHERS
NATUTP. AL FREQUENCY OF STRUCTURE = 0.61 HERTZ
LATEP~L THRUST AND DEFLECTION CRITERIA PROVIDED BY BEBGEY WINDPOWER
INC FOR USE AS A COMPONENT OF A 10kW TURBINE SYSTEM
BECTION SCHEDULE
HEIGHT DIAMETER (IN) WALL Fy WEIGHT
THICK
SEC. (fiT) BDT TOP CN) (KSI) (KIPS)
I 30.42 20224 t2.000 02500 650 1.381
2 4800 31,865 18888 0.3125 65.0 4305
3 48.00 43000 30022 0,3750 650 8.048
FOR POLYGONAL POLES DIAMETER IS MEASURED ACROSS FLATS
SPLICE LENGTH
MIN. =42000"
DESIGN = 47,000"
POLE DESIGN APPROVAL
DESIGN APPROVED BY:
REPRESENTATIVE OFBERGEY W~DPOWER, MC,
DATE:
BASE PLATE 2.000" X 51.750" Round
W/(12) 1500" DIA X 74" LONG ANCHOR
BOLTS EQUALLY SPACED ON 47750" B.C
I ,./ W/75"ANCHORBOLTPROJECTION
· (NO GROUT REQUIRED}
~ G.L I MAXIMUM REACTIONS
/~X I DOWNLOAD=I ~B3 K~PS
SHEAR = 11 2 KiPS
.~. Pacifico Engineering PC
PO Box 1448, Sayville, NY 11782
631-988-0000 Wv,~ oac~ficoe hain eerinQ.c°m
Ralph Pacifico, PE NYS License 066182
G_ ENERAL NOTES
1 RADtAN COMMUNICATION POLE DESIGNS CONFORM TO ANSIFFINElA-292-F UNLESS
OTHERWISE SPECIFIED UNDER POLE DESIGN LOADING
2. THE DESIGN LOADING CRITERIA iNDICATED HAS BEEN PRDVIDED TO RADIAN THE
DESIGN LOADING CRITERIA HAS BEEN ASSUMED TO BE BASED ON SITE-SPECIFIC
DATA IN ACCORDANCE WITH ANSI~IA/EIA-222-F AND MUST BE VERIFIED BY OTHERS
PRIOR TO INSTALLATION
3 POLE DESIGN CRITERIA MAS BEEN PROVIDED TO RADtAN FOR USE W~TN A WiND
TURBINE SYSTEM DESIGNED BY OTHERS. RADIAN'S RESPONSIBILITY iS LIMITED TO
THE PROPER MANUFACTURING OF THE POLE STRUCTURE IN ACCORDANCE WiTH
THE DESIGN CRITERIA PROVIDED TO RADIAN RADIAN DOES NOT ACCEPT
RESPONSIBiLiTY FOR THE PROPER OPERATION OR PERFORMANCE OF THE WIND
TURBINE SYSTEM
4. TURBINE AND LINES LISTED IN POLE DESIGN LOADING TABLE ARE PROVIDED BY
OTHERS UNLESS OTHERWISE SPECIFIED
5, POLE MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION SINCE
ERECTION EQUIPMENT AND CONDITIONS ARE UNKNOWN DESIGN ASSUMES
COMPETENT AND QUALIFIED PERSONNEL WiLL ERECT THE POLE,
B. WORK SHALL BE IN ACCORDANCE WITH ANSOTINEIA-222-F, "STRUCTURAL
STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING
STRUCTURES"
7 FIELD CONNECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL BE ALLOWED
8 STRUCTURAL BOLTS SHALL CONFORM TO ASTM A-325, EXCEPT WHERE NOTED
9 A NUT LOCKING DEVICE SHALL BE PROVIDED FOR ALL STRUCTUP. AL BOLTS ON THE
POLE
~,0 STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-DIPPED GALVANIZED
AFTER FABRICATION. IN ACCORDANCE WITH ANSIFFINEIA-222-F.
11 ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A "SNUGT[GHT" CONDITION AS
DEFINED IN THE NOVEMBER 13, 1955, AISC "SPECIFICATION FOR STRUCTURAL JOINTS
USING ASTM A325 OR A490 BOLTS" NO OTHER MINIMUM BOLT TENSION OR TORQUE
VALUES ARE REQUIRED
12 PURCHASER SHALL VERIFY THE INSTALLATION IS IN CONFORMANCE W~TN LOCAL,
STATE, AND FEDERAL REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHT~NG.
13 TOLERANCE ON POLE STEEL HEIGHT IS EQUAL TO PLUS 1% OR MINUS It2%
14. DESIGN ASSUMES THAT, AS A MINIMUM, MAINTENANCE AND iNSPECTION WILL BE
PERFORMED OVER THE L~PE OF THE STRUCTURE IN ACCORDANCE WITH
15 DESIGN ASSUMES LEVEL GRADE AT POLE SITE
16 FOUNDATIONS SHALL BE DESIGNED TO SUPPORT THE REACTIONS SHOWN FOR THE
~ 18 POLE SHAFT CONFORMS TO ASTM A572 GRADE 65. POLE BASE PLATE AND TOP
~.~'~'~,,,.'~,~ ~,~ ~..~'~ PLATE STEEL CONFORMS TO ASTM A572 G~DE 50 WITH CHARPY IMPACT
~ ~/ ~ REQUIREMENTS. POLE ANCHOR BOLTS CONFORM TO ASTM F1554 G~DE 105.
~s~o~ ~:~ !" I ~"-~ ¢2o' ~APE~EO S~EEL POLE OES¢eN ~0~
~, Paciflco Engineering PC
Base Port Locations
Elevation Orientation
___~. (degrees)
4 90,270
GENERAL NOTES
.The orientation (degrees) indicated are based on a local
axis system representing the relative orientation of anchor
bolts within the designated bolt circle and DO NOT
correspond to azimuths with respect to magnetic north.
2.Relative port or!entations with respect to the anchor bolts
are indicated on the template drawing for reference only.
Notches are placed on the template indicating the relative
orientation of the ports installed at the 4 ft. elevation.
3.Install anchor bolts and templates with the notches in the
direction specified by the owner for the ports at the 4 ft.
elevation.
4.Verify orientation of anchor bolts with owner prior to
placement of concrete.
5.Verify that the bolt circle and the number, size, and spacing
of anchor bolts match the corresponding information
provided on the design drawing or assembly drawing for the
pole to be installed at the site ANB verify that the actual
template received matches the dimensions shown on these
drawings. DO NOT install anchor bolts without verification
of this information.
6. Radian shall not be responsible for the improper
placement of anchor bolts or for the installation of the
improper set of anchor bolts and templates for the pole
to be installed at the site.
No · Revision Description
Port Location
90°
PO Box 1448, Sayvilte, NY 11782
631-988-0000 www. oacJflcoen~ineerin~.com
B.C = 4775",
~ ~80~ Ralph Pacific, PE NYS Li~n~ ~182
'~ ~~ PL 0.50" x 53.75" DIA
~ ~ ~ ~ /Fy=38ksi
/ / [ 41.75' H~E ~ Po~ Location
'~ ~ ~_-- ~ //~ 1.56 DIA HOLE (1 OF 12
0o
PLAN VIEW
P/N: TEM603109
THIS DRAWING IS THE PROPERTY OF RADIAN. IT IS NOT TO BE
REPRODUCED, COPIED, OF? Tf~ACED tN WHOLE OR PART WITHOUT OUR
WRITTEN CONSENT
i PareetFie - 060-3109
REF:T4121564775
· Date · RevBy · CkdBy · AppdBy
ANCHOR BOLT TEMPLATE
tDWG'NO: TEM603109SHEET~OFf t REV
WIND TURBINE
~YEAR WARRANTY
AMERICA'S BEST SELLING RESIDENTIAL SYSTEM
CERTIFIED bY CALIFORNIA ENERGY COMmISsiON
SIMPLE DESign - 3 MOVING ParTs
PAtENtED POWERFLEX~!; ROTOR SYSTEM
AUTOFURL% AUTOMAtiC STORM PROTECTION
DIrect-DRIVE PM ALTErnATOr
NO SCHEDULED MAINTENANCE REQUIRED
HEAVY-DUTY CONStrUCTION
DESIGNED FOR 30+ YEARS
POLYURETHANE AiRCRAFT-QUALItY Paint
PROVEN. OVER 50 MILLION OPERATIONAL HOURS
lhl l~n~gey BW6 Excel is a rugged and reliable
m~d! wind turbine that has been proven in
hundreds ol installations around lhe world, ti
;~,mos from the wodd's leading manutacturer of
:~m~dl wind turbines and is backed by Ihe Iongesl
,.'..:~ranty ~n the industry Whether you want lo
n:d JCe the electric bills al your home or power a J
(:l Jt]( ~d load far trom the power grid. the BWC
~ x(:()[ will deliver years of 'wouy-ffee' power
Excel S Grid-hlterhe Applicalior~s
ExceI-R:BalteryChargingApplcat~ons 75kW)
Ex,.el F'L Pumping Apphcatlons (10kW)
'i
PERFORMANCE
WINDPOWER
Predicted Monthly Energy Production
~.~:,',~i~j;'"~'"'~ ~ ~Z ~ ! ~ : ,.~'~ ~ ,~. ~ ~'~
SIMPLICITY~ RELIABILITY'
200r PRIESTLEY AVE.
NO'RI"4AN. OK 73069
T: 405--364--4212
F: 405-364-2078
NOTE: SEE POLE ASSEMBLY DI~,WING FOR FOUNDATION LAYOUT AND ANCIflOF~,GE EMBEDMENT DRAWING.
~ 2" DIA. 5CIflEDLILE 80 PVC CONDUIT
~ ~LO" ~ / 5TUB IN TIdE CENTER OF CONCh, RTE
I 0'-0" CONCRETE VOLUME
I
20'-0" - ~__ OVEl~ TURNING MOMENT
i CENT~OID OF POLE ~ /
/
CONCRETE Pl~ 3' G" HIGH ~
PLAN VIEW ~ 2" DIA, SCHEDULE eO FVC CONDUIT
~¢TUB IN THE CENTE~ OF CONCRETE
~ ~NO. 5 CI~CULABTIE5 ON 3"
f CFINISMED G~D~ LINE (26) NO. 8 VE~T. 6A~5 EQUALLY
~~ ~ ~ 5~ACEDONAGO"DIACIRCULA~CAG~
~ ~ ~ ~ TOP ¢ 60TTOM (80 TOTAL)
i 2 BAR DIAMETER (MIN) ~ ~ JOINT TO A FULL AMPLITUDE O~ I/2"
E L EVATIO N VIEW ~,~: , 20 FEET TAPERED 5TE~L f 0 kW FOL~,
NOTE: MINIMUM 3500 PSI CONCEETE
¢,rz~ BARBARA S~I~ ~ DAVID PA6[ RESIDENCE ~/~¢~ POLE MAT WlT~ ~iS~D PIlE FOUNDATION DETAILS
2~{~0 oR6eo~ ROA~. MATT~TUC~, TOW~ Or SOUTHOLB, SU~FOCK COU~W, N~W VOR~ ~0~ BERGEY WIND POWER
Ralph Pacifico, PE /~¢~~ o,oo-,oo-o~-oo,.oo,
PO BOX 1448 [~l / ~/~ * rbarashinn&DaviOPage
Email;
engineer~pacificoengineering.~X
7ffi Mattituck, NY 1J~52 NO. Revision Date