HomeMy WebLinkAbout04 - Notice of DisapprovalU XXXXXXX
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Tax Lot 1000-96-01-17.5Land of the Town of SoutholdFormerly of GloverTax Lot 1000-96-01-17.5
Land of the Town of Southold
Formerly of Glover
Oregon Road(North Road)Asphalt Roadway Masonry Barn15' Right of WayL. 8011 P. 247Lath
0.4' E
Rock PileOn Line E/WEdge ofPlowed Field2.6' EEdge ofPlowed Field0.5' W Pin on LineN/S & E/WWall0.6' E Wall0.6' EConcrete WallShrub and Tree RowTax Lot 1000-83-03-5.3Land Now or Formerly of ZuhoskiTax Lot 1000-95-02-1.1Land Now or Formerly of KrupskiTax Lot 1000-95-02-1.1Land Now or Formerly of KrupskiTax Lot 1
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Fence2.9' SFence0.1' EMonumentOn Line N/S0.3' WMonument0.4' N0.4' E Wall0.1' SWall1.7' SWall2.9' SWall0.4' NStockpile (Irrigation Pipes)StockpileStockpileStockpileOvergrownFarm FieldFence
2.8' E
0.2' SFence1.6' SWoodedConcrete WallConcrete Wall(Storage Area)Dirt DriveFence1.1' EGate
WoodedWoodedWoodedMiscellaneous Storage AreaDirt DriveVehicle and Equipment Storage AreaNEW ELECTRICALTRANSMISSION LINEAPPROXIMATE LOCATION OF INTERCONNECTIONTO PSE&G TRANSMISSION LINESSuffolk County Rt. 48POI LOTBESS LOTXXXX XXXXXXXXX X X X X
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57.555.856.6 55.952.651.454.757.454.552.753.351.554.556.355.555.355.454.755.755.856.557.256.454.253.253.151.653.353.255.551.952.751.851.855.252.952.4 52.654.955.054.755.755.655.254.652.654.651.752.552.552.352.653.753.653.454.354.454.355.755.656.656.456.554.454.554.154.654.654.354.354.554.655.357.554.657.056.655.555.954.455.453.852.355.554.153.353.352.453.654.356.255.755.855.456.657.755.655.754.455.155.254.754.954.855.856.251.759.159.259.459.166.957.760.65
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X XTax Lot 1000-83-03-5.2Tax Lot 1000-83-03-6.16' C
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6' Chain Link Fence6' Chain Link Fence
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6' Chain Link FenceIrregular Row of Fence Posts
Tax Lot 1000-96-01-17.5Land of the Town of SoutholdFormerly of GloverTax Lot 1000-96-01-17.5Land of the Town of SoutholdFormerly of GloverTax Lot 1000-96-01-17.5
Land of the Town of Southold
Formerly of Glover
Oregon Road(North Road)Asphalt Roadway57.18 57.4957.2357.20 57.7457.7257.83 57.8758.2158.04 57.9857.7957.59 56.2356.5456.51 55.4455.8355.93 55.3256.0356.24 56.8656.5757.04 58.5458.4058.14 60.3460.7460.26 62.8563.1763.25Masonry Barn15' Right of WayL. 8011 P. 247N69° 16' 30"ES46° 03' 00"EN68
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10.61'1761.40'482.92'Lath
0.4' E
Rock PileOn Line E/WEdge of
Plowed Field
2.6' E
Edge of
Plowed Field
0.5' W
Pin on LineN/S & E/WWall0.6' E
Wall
0.6' EConcrete WallShrub and Tree RowTax Lot 1000-83-03-4.5Tax Lot 1000-83-03-5.3Land Now or Formerly of ZuhoskiTax Lot 1000-95-02-1.1Land Now or Formerly of KrupskiTax Lot 1000-95-02-1.1Land Now or Formerly of KrupskiTax Lot
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8.3' S
0.5' E
Fence
0.7' W
Fence2.9' SFence
0.1' E
Monument
On Line N/S
0.3' W
Monument
0.4' N
0.4' E
Wall0.1' SWall1.7' SWall2.9' SWall0.4' NStockpile (Irrigation Pipes)StockpileStockpileStockpileOvergrownFarm FieldFence
2.8' E
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Fence1.6' SWoodedCon
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WoodedWoodedWoodedMiscellaneous Storage AreaDirt DriveVehicle and Equipment Storage AreaNEW CRUSHED STONEPAVEMENT AND BASE (TYP)SETBACK LINE (TYP)NEW PROJECT SUBSTATION20.0'70.0'20.0'
20.0'
20.0'
20.0'R20'20.0'20.0'20.0'70.0'20.0'NEW POI SUBSTATION70.0'20.0'100.0'20.0'70.0'NEW SUBSTATIONCONTROL BUILDING392 SFNEWEQUIPMENTENCLOSURE1,000 SF321.09'
248.05'342.94'1418.46'345.71'310.72'POI LOTBESS LOTXXXXXXXXXX X X XXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X
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X20.0'20.0'20.0'20.0'20'20.0'20.0'20.0'R20'R20'R20'R20'R20'R20'R20'R20'R20'R20'R50'R50'R20'R110'R110'NEW VISUAL & SOUNDBARRIER (TYP)NEW GATE (TYP)NEW FENCE (TYP)NEW BATTERY STORAGE UNIT CONTAINER (TYP)NEW TRANSFORMER & INVERTER UNIT(TYP)84.6'
100.9'
69.1'XXXXXXXXXXXXXXX X X X X X X
XXXX20.0'
10'
10'
10'10'10'10'10'10'9.8'9.8'9.8'1C500XCX.02C5003C500R20'93.9'171.8'260.8'151.2'115.3'OH
OH
OHSCALE:Site Development Plan1" = 60'-0"MARKDATEDESCRIPTIONCLIENTC:\Users\JRichardson\AppData\Local\Temp\AcPublish_349516\$X1.0 Preliminary Site Plan.dwg Last Modified: Jan 25, 2022 - 12:36pm Plotted on: Jan 25, 2022 - 1:17pm By jrichardson
10750 Oregon RoadCutchogue, NY 11935KCE NY 26, LLCSHEET TITLECONTRACTSTATUSREGULATORY REVIEWDESIGNED BY:DRAWN BY:QPROJECT No.:KCEG 2101DATE:JAN. 11, 2022CHECKED BY:REVIEWED BY:SCALE:KCE NY 26CONSULTANTS:ALL CONTRACTS"ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL"AS SHOWNDRAWING No.DRAWING No.architects+engineers538 Broad Hollow Road, 4th Floor EastMelville, NY 11747631.756.8000 ▪ www.h2m.comRJRJMTGRAPHIC SCALE0( IN FEET )1 inch = ft.306060601-800-272-4480811Dig New YorkSafely.before you digwww.digsafelynewyork.comCall811MINIMUM LOT SIZE40,000 SF1,067,051 SFMINIMUM LOT WIDTH100 FT532.9 FTMINIMUM LOT DEPTH150 FT1,761.4 FTMINIMUM FRONT YARD100 FT1,138.0 FTMINIMUM SIDE YARD (SINGLE)20 FT0.0 FT - HARD BUS CONNECTIONMINIMUM SIDE YARD (AGGREGATE)40 FT84.6 FTMINIMUM REAR YARD70 FT93.9 FTMINIMUM LANDSCAPED AREA25%70.1%BULK REQUIREMENTSPARKING CALCULATIONSBUILDING SUMMARY:SITE DATAITEMREQUIREDBESS LOTSCTM: 1000-083-03-006ZONE: LI - LIGHT INDUSTRIALINTENDED USE OF PROPERTY: BATTERY ENERGY STORAGE FACILITYSITE AREA: 1,177,923 SF OR 27.04 ACRESMAXIMUM LOT COVERAGE30%4.3%MAXIMUM BUILDING HEIGHT35 FT / 2 STORIES55.7 FT - LIGHTNING MASTSNEW CONTAINERIZED BESS UNITS (272 UNITS x 168 SF EACH)45,696 SFNEW SUBSTATION CONTROL BUILDING392 SFNEW POI STATION EQUIPMENT BUILDING600 SFTHERE IS NO PARKING REQUIREMENT FOR THIS USE CATEGORY.SURVEY NOTES:1.PARCEL AREA IS 1,177,922.59 S.F. OR 27.04 ACRES2.SURVEY PREPARED BY H2M ARCHITECTS + ENGINEERS DATED MAY 12, 2021.3.ELEVATIONS REFER TO N.A.V.D. 1988.4.THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A COMPLETE TITLEREPORT.5.THE OFFSETS AND DIMENSIONS SHOWN FROM STRUCTURES TO THE PROPERTYLINE ARE FOR A SPECIFIC PURPOSE AND ARE NOT INTENDED TO GUIDE THEERECTION OF FENCES WALLS POOLS PATIOS ADDITIONS TO BUILDINGS AND ANYOTHER CONSTRUCTION.6.TOPOGRAPHY PER AERIAL PHOTOGRAMMETRY PROVIDED BY GEOMAPSINTERNATIONAL INC.UMONUMENTIRON PINDECIDUOUS TREEEVERGREEN TREELATHCURBFENCECONTOUR EVERGREEN SHRUBPULL BOXSPOT ELEVATIONUTILITY POLE/GUY POLEMANHOLECONCRETE PAVEMENTASPHALT PAVEMENTTWO POST SIGNINLETXX100.0100EXISTING CONDITION LEGENDDESCRIPTIONSYMBOLDIRT/GRAVEL PAVEMENTTREE LINEVEGETATION LINEDENSE WOODSOVERGROWN GRASS/SHRUBSSCALE:Interconnection Plan1" = 150'-0"CS 100.00CONCEPTUALIZED SITE PLAN110,872 SF320.8 FT342.9 FT151.2 FT0.0 FT - HARD BUS CONNECTION260.8 FT171.8 FT - EQUIPMENT ENCLOSURE29.7%POI LOT0.5%55.7 FT - LIGHTNING MASTSTOTAL BESS CONTAINER & BUILDING LOT COVERAGE46,688 SFXXVISUAL & SOUND BARRIERCHAIN LINK FENCESETBACK LINEPROPOSED CONDITION LEGENDDESCRIPTIONSYMBOLNEW LOT LINEO/HO/HOVERHEAD ELECTRIC LINEGRAPHIC SCALE0( IN FEET )1 inch = ft.75150150150NSCALE:Location Map1" = 1,000'SITETABLE OF MODIFICATIONSCODE SECTIONRELIEF SOUGHT§ 280-63REQUIRED MAXIMUM BUILDING HEIGHT OF 35 FEETPROPOSED LIGHTNING MAST ASSOCIATED WITH PROJECT SUBSTATIONS WILL BE 55.7 FEET IN HEIGHT§ 280-63REQUIRED MINIMUM SIDE YARD SETBACK OF 20 FEETPROPOSED HARD BUS CONNECTION BETWEEN SUBSTATIONS WILL BE 0.0 FEET FROM SIDE LOT LINE69.1 FT - SOUND BARRIER10.0 FT - EQUIPMENT ENCLOSURE8.6 FT - BATTERY CONTAINERSCRUSHED STONE PAVEMENTAND BASEOREGON RD
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ADVOCATES ABS i KACT, INC
Issuing policies of
E tewarf
tltle insurance company
Title No. ADV-10122-S
lz&
SINGLE & SEPARATE SEARCH E ftED
STATE OF NEW YORK) 7 2017
ZONING
COUNTY OF SUFFOLK)
ss.: BpgRD DFgPpEqs
STEPHEN M. RICHARDSON, being duly sworn, deposes and says:
That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company,
and has had a search made, under his direction, of the records and/or files of the County Clerk and
Registrar of the County of Suffolk for the purpose of an application for a variance affecting the
following premises:
TAX MAP DESIGNATION:
District: 1000 Section: 083.00 Block: 03.00 Lot: 005.002
That such search includes a chain of title as to the premises and all of the adjoining lots since prior
to 8/1/2006 and such search shows,and he does certify that,according to the names listed herein as
shown by the search of the public records, no contiguous property was owned by an owner of
property involved since that date.
That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which
requires that said Board will rely upon the truth hereof.
This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00)Dollars for
negligence only.
No policy of insurance is to be issued hereunder.
ADVOCATE'S ABSTRACT, INC., as
Agent for Stewart Title Insurance Company
BY:
Stephen M. Richardson, President
Sworn to before me this
22°d day of November, 2017.
KAREN L ad+ARoM
NOTARY PUBLIC,StatedNW%*
01R14837M 6302 Route 25A • Wading River, NY 11792QuaMbdIn
C,omrtdaeiW l 9 631-929-6686 • 631-929-3708 fax
SUBJECT PREMISES:
1000-083.00-03.00-005.002
John J. Zuhoski and Dated: 11/29/1951
Anna Zuhoski, ux. Rec'd: 11/30/1951
to Liber: 3295 Page: 179
Alex Zuhoski and Premises and more)
Shirley Zuhoski, ux.
Alex Zuhoski and Dated: 03/24/1976
Shirley Zuhoski,ux. Rec'd: 04/01/1976
to Liber: 8011 Page: 247
Frank J. McBride Subject Premises)
Francis Joseph McBride a/k/a Francis J. McBride died on 01/12/2009 devising subject premises to
his sons, Richard J. McBride and James M. McBride.
June Theresa Behr, as Executor under the Dated: 10/24/2017
Last Will & Testament of Frank J. McBride Rec'd: 10/31/2017
to Liber: 12936 Page: 16
Richard J. McBride and
James M. McBride
LAST DEED OF RECORD)
ADVOCATE'S ABSTRACT, INC.
BY:
STEPHEN M. RICHARDSON
Sworn to before me this
22°d day of November, 2017.
Page 2 of 5
KAREN L.RICHARDSON
NOTARY PUBLIC,State of New Yo*
OIR14837291
Qualified in
phosmiComssionExpires t g
4 Yi
PREMISES ADJOINING EAST AND SOUTH OF SUBJECT PREMISES:
1000-083.00-03.00-005.003
Chauncey E. Glover Dated: 06/02/1928
to Rec'd: 03/03/1950
Leander B. Glover Liber: 3051 Page: 185
Part of premises & more)
Leander B. Glover, Sr. Dated: 06/28/1969
to Rec'd: 07/02/1969
Leander B. Glover, Jr. Liber: 6578 Page: 147
Part of premises & more)
Leander B. Glover, Jr. Dated: 10/11/1976
to Rec'd: 10/21/1976
Alex Zuhoski and Liber: 8126 Page: 143
Shirley Zuhoski, ux. Part of premises)
John J. Zuhoski and Dated: 11/29/1951
Anna Zuhoski,ux. Rec'd: 11/30/1951
to Liber: 3295 Page: 179
Alex Zuhoski and Part of Premises)
Shirley Zuhoski, ux.
Alex Zuhoski and Dated: 04/03/2013
Shirley Zuhoski, ux. Rec'd: 05/29/2013
to Liber: 12731 Page: 134
Nancy Sacks, Denise Trifiletti, Subject Premises)
Maria Gaydosik and Alexander I. Zuhoski
Subject to a Life Estate for Alex Zuhoski and Shirley Zuhoski
LAST DEED OF RECORD)
ADVOCATE'S ABSTRACT, INC.
BY:
STEPHEN M. RICHARDSON
Sworn to before me this
22"a day of November, 2017.
r Page 3 of 5
KAREN L.RICHARDSON
NOTARY PUBLIC,State of NOW YOM
01R14837291
Qualified In Suffolk my
Commission Expires i Ct
PREMISES ADJOINING WEST_ OF SUBJECT PREMISES:
1000-083.00-03.00-006.001
Amanda P. Hubbs, Dated: 11/27/1905
William O. Davids and Jane S. Davids, ux.,Rec'd: 01/12/1906
Pamelia O. Williamson Liber: 575 Page: 401
Maria D. Fitz,
Sarah F. Tuthill,
Hattie E. Tuthill and
Amanda B. Dickerson
to
Frank McBride
Frank McBride died on 02/23/1959 leaving his entire estate to his wife, Anna McBride.
Anna McBride Dated: 01/02/1960
to Rec'd: 06/06/1960
Francis J. McBride Liber: 4820 Page: 362
Francis J. McBride Dated: 08/01/2006
to Rec'd: 12/29/2006
F. McBride& Sons, LLC Liber: 12485 Page: 454
LAST DEED OF RECORD)
ADVOCATE'S ABSTRACT, INC.
BY:
STEPHEN M. RICHARDSON
Sworn to before me this
22°d day of November, 2017.
KAREN L.RICHARDSON
NOTARY PUBLIC,State of New York
01R14837291
Qualified in Suffolk C untyCommissionExpires
Page 4 of 5
PREMISES ADJOINING NORTH OF SUBJECT PREMISES: OREGON ROAD
Dated: November 22, 2017
ADVOCATE'S ABSTRACT, INC.
BY:
v
STEPHEN M. RICHARDSON
Sworn to before me this
22"a day of November, 2017.
KAREN L.RICHARDSON
NOTARY PUBLIC,State of New York
01R14837291
OUelifted in Suffolk CQQ4unty
Commission Expires 51.2 .l o t
Page 5 of 5
RECEIVED
CERTIFICATE OF TITLE ISSUED BY FEB 0 2 2018
STE- WART TG BOARD OF APPEALS
INSURANCE COMPANY
Certifies to the proposed insured named in Schedule A that an Examination of title to the
premises described in Schedule A has been made in accordance with its usual procedure and
agrees to issue its standard form of title insurance policy in favor of the proposed insured,
covering premises described in Schedule A, in the amounts hereinafter set forth, insuring the
fee and/or mortgage and the marketability thereof, after the closing of the transaction in
conformance with procedures approved by the Company excepting (a) all loss or damage by
reason of the estates, interests, defects, objections, liens, encumbrances and other matters set
forth herein that are not disposed of to the satisfaction of the Company prior to such closing or
issuance of the policy (b) any question or objection coming to the attention of the Company
before the date of closing, or if there be no closing, before the issuance of said policy.
This Certificate shall be null and void (1) if the fees therefore are not paid (2) if the
prospective insured, his attorney or agent makes any untrue statement with respect to any
material fact or suppresses or fails to disclose any material fact or if any untrue answers are
given to material inquiries by or on behalf of the Company (3) upon delivery of the policy. Any
claim arising by reason of the issuance hereof shall be restricted to the terms and conditions of
the standard form of insurance policy. If title, interest or lien to be insured was acquired by the
prospective insured prior to delivery hereof, the Company assumes rno liability except under its
policy when issued.
THIS REPORT IS NOT A TITLE INSURANCE POLICY. PLEASE REVIEW THIS REPORT
WITH A REAL ESTATE PROFESSIONAL REPRESENTING YOUR INTEREST IN THIS
TRANSACTION. PLEASE READ IT CAREFULLY. THE REPORT MAY SET FORTH
EXCLUSIONS UNDER THE TITLE INSURANCE POLICY AND MAY NOT LIST ALL LIENS,
DEFECTS, AND ENCUMBRANCES AFFECTING TITLE TO THE PROPERTY. YOU SHOULD
CONSIDER THIS INFORMATION CAREFULLY.
Countersigned by:INSUgq
P0`'•C'
AZ
e 1. 1u le..utlenAuthorizedSignature
4: 1.987 s Rresi ept
Advocate's Abstract,Inc. 3t y k-t.
W10 pCompany
Denise orr'a.ux
City,State Corporate.Secretary
TITLE #
ADA-03192-S
CONSUMER NOTICES AND DISCLOSURES AS REQUIR90'PURSUANT TO NEW YORK
INSURANCE LAW:
Date:
Order/File No.
The Property:
To: (Borrower)
These disclosure and Notices are for the purposes of compliance with New York Insurance law and do not alter or change the
coverage's, exceptions, exclusions, or conditions of the final policies issued in connection with the subject transaction. Any
person who knowingly and with intent to defraud any insurance company or other person files an application for insurance or
statement of claim containing any materially false information, or conceals for the purpose of misleading, information concerning
any fact material thereto, commits a fraudulent insurance act, which is a crime, and shall also be subject to a civil penalty not to
exceed five thousand dollars and the stated value of the claim for each such violation.
THIS REPORT IS NOT A TITLE INSURANCE POLICY. PLEASE REVIEW THIS REPORT WITH A
REAL ESTATE PROFESSIONAL REPRESENTING YOUR INTEREST IN THIS TRANSACTION.
PLEASE READ IT CAREFULLY. THE REPORT MAY SET FORTH EXCLUSIONS UNDER THE
TITLE INSURANCE . POLICY AND MAY NOT LIST ALL LIENS, DEFECTS, AND
ENCUMBRANCES AFFECTING TITLE TO THE PROPERTY. YOU SHOULD CONSIDER THIS
INFORMATION CAREFULLY.
Initial:
4
1
Joel Richardson
From:Joel Richardson
Sent:Friday, February 25, 2022 12:54 PM
To:'Dwyer, Nancy'; 'phil.denara@keycaptureenergy.com'
Subject:RE: 10750 Oregon Road
Attachments:NY26-720P-01 rD.pdf; NY26-721-01 rB.pdf; NY26-721-02 rB.pdf; NY26-721P-01 rB.pdf;
NY26-721P-02 rB.pdf; NY26-720-01 rC.pdf
Categories:Filed by Newforma
Hi Nancy,
Thank you for your email and the update regarding this application.
Attached are elevation views of the substations. Predominantly the substations are constituted of electrical equipment
and supports, but each substation also include a small prefabricated building (control building for project substation and
equipment enclosure for POI substation).
Please let me know if you have questions or need additional information.
Thanks again.
R. Joel Richardson, P.E.
Department Manager - Civil Engineering
H2M architects + engineers
538 Broad Hollow Road, 4th Floor East, Melville, NY 11747
tel 631.756.8000 x1715 | direct 631.392.5394 | mobile 512.567.6267 | fax 631.694.4122
h2m.com
From: Dwyer, Nancy <nancyd@southoldtownny.gov>
Sent: Friday, February 25, 2022 11:56 AM
To: 'phil.denara@keycaptureenergy.com' <phil.denara@keycaptureenergy.com>; Joel Richardson
<JRichardson@H2M.com>
Subject: 10750 Oregon Road
**This e-mail is from outside H2M architects + engineers. Do not click links or open attachments unless
you recognize the sender and know the content is safe.**
Good morning,
I am in receipt of your application for the KCE NY 26 application for disapproval. Just to update you, this is being sent to
the Planning Department today for their required review.
In the meantime, can you provide us with a section or elevation view of the substation? Is this a building or just an
associated structure / tower?
Thank you,
2
Nancy Dwyer
Building Permits Examiner
Town of Southold Building Department
Annex Building
54375 Main Road
Southold, NY 11971
(631) 765-1802
X1X2X3H2H1X0H3X
##
A
01
A
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C 02
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SCALE:
PROPRIETARY INFORMATION
SH:REV:
DWG. NO:
PROJ. NO.:REV.:DATE:DESCRIPTION OF REVISION:DRAWN:CHECKED:APPRV'D:
REYNOLDS ARCHITECTURAL ENGINEERING
CLAIMS PROPRIETARY RIGHTS TO THE
INFORMATION, DESIGN AND LAYOUT
DISCLOSED HEREIN. THIS DRAWING IS
ISSUED FOR INFORMATIONAL PURPOSES
ONLY AND MAY NOT BE REPRODUCED,
DISCLOSED TO OTHERS OR USED TO
DESIGN OR CONSTRUCT ANY OF THE ITEMS
SHOWN HEREIN WITHOUT THE EXPRESSED
WRITTEN CONSENT OF REYNOLDS
ARCHITECTURE ENGINEERING.
P.E. STAMP
NY26
NY26-720
1 C
1/8"=1'-0"
KCE NY26 60MW/480MWHR ENERGY STORAGE FACILITY
KEY CAPTURE ENERGY, LLC
COX LN, CUTCHOGUE, NY 11935
69/34.5kV COLLECTOR SUBSTATION
GENERAL ARRANGEMENT - PLAN VIEWA7/21/21 ISSUED FOR REVIEW BB SR SR
B 9/16/21 MODIFIED FOR LIPA LAYOUT RS SR SR
C 1/27/22 REVISED FOR RIGID BUS OVER FENCE CONNECTION BB SR SR
DESIGN CRITERIA
SUGGESTED CLEARANCES PER APPLICABLE INDUSTRY STANDARDS
69kV CLEARANCE (350KV BIL):
PHASE TO PHASE:
(CENTER TO CENTER)6'-0"
MINIMUM METAL TO METAL:
(PHASE TO PHASE)2'-7"
PHASE TO GROUND 2'-1"
VERTICAL CLEARANCE TO
LIVE PARTS FOR
PERSONAL ACCESS:10'-6"
VERTICAL CLEARANCE TO
LIVE PARTS OVER ROADWAY:24'-0"
SAFETY CLEARANCE ZONE
TO SUBSTATION FENCE:12'-0"
34.5kV CLEARANCE (200kV BIL):
PHASE TO PHASE
(CENTER TO CENTER):3'-0"
MINIMUM METAL TO METAL
(PHASE TO PHASE):1'-6"
PHASE TO GROUND 1'-1"
VERTICAL CLEARANCE TO
LIVE PARTS FOR
PERSONAL ACCESS:10'-0"
VERTICAL CLEARANCE TO
LIVE PARTS OVER ROADWAY:23'-0"
SAFETY CLEARANCE ZONE
TO SUBSTATION FENCE:11'-0"
GENERAL CLEARANCE:
VERTICAL CLEARANCE
TO INDETERMINATE VOLTAGE 8'-6"
(MEASURED FROM TOP OF STRUCTURE BASE PLATE)
D 02
D 02
B
01
B
01
PASCORATLANTIC254 INDUSTRY DRIVE, BLAND VA. 24315, 276-688-3328
F
F
SCALE:
PROPRIETARY INFORMATION
SH:REV:
DWG. NO:
PROJ. NO.:REV.:DATE:DESCRIPTION OF REVISION:DRAWN:CHECKED:APPRV'D:
REYNOLDS ARCHITECTURAL ENGINEERING
CLAIMS PROPRIETARY RIGHTS TO THE
INFORMATION, DESIGN AND LAYOUT
DISCLOSED HEREIN. THIS DRAWING IS
ISSUED FOR INFORMATIONAL PURPOSES
ONLY AND MAY NOT BE REPRODUCED,
DISCLOSED TO OTHERS OR USED TO
DESIGN OR CONSTRUCT ANY OF THE ITEMS
SHOWN HEREIN WITHOUT THE EXPRESSED
WRITTEN CONSENT OF REYNOLDS
ARCHITECTURE ENGINEERING.
P.E. STAMP
NY26
NY26-721
1 B
3/16"=1'-0"
KCE NY26 60MW/480MWHR ENERGY STORAGE FACILITY
KEY CAPTURE ENERGY, LLC
COX LN, CUTCHOGUE, NY 11935
69/34.5kV COLLECTOR SUBSTATION
GENERAL ARRANGEMENT - ELEVATION VIEWA7/21/21 ISSUED FOR REVIEW BB SR SR
B 1/27/22 REVISED FOR RIGID BUS OVER FENCE CONNECTION BB SR SR
D
C
L
S
E
O
SCALE:
PROPRIETARY INFORMATION
SH:REV:
DWG. NO:
PROJ. NO.:REV.:DATE:DESCRIPTION OF REVISION:DRAWN:CHECKED:APPRV'D:
REYNOLDS ARCHITECTURAL ENGINEERING
CLAIMS PROPRIETARY RIGHTS TO THE
INFORMATION, DESIGN AND LAYOUT
DISCLOSED HEREIN. THIS DRAWING IS
ISSUED FOR INFORMATIONAL PURPOSES
ONLY AND MAY NOT BE REPRODUCED,
DISCLOSED TO OTHERS OR USED TO
DESIGN OR CONSTRUCT ANY OF THE ITEMS
SHOWN HEREIN WITHOUT THE EXPRESSED
WRITTEN CONSENT OF REYNOLDS
ARCHITECTURE ENGINEERING.
P.E. STAMP
NY26
NY26-721
2 B
3/16"=1'-0"
KCE NY26 60MW/480MWHR ENERGY STORAGE FACILITY
KEY CAPTURE ENERGY, LLC
COX LN, CUTCHOGUE, NY 11935
69/34.5kV COLLECTOR SUBSTATION
GENERAL ARRANGEMENT - ELEVATION VIEWA7/21/21 ISSUED FOR REVIEW BB SR SR
B 1/27/22 REVISED FOR RIGID BUS OVER FENCE CONNECTION BB SR SR
X
##
A
01
A
01
SCALE:
PROPRIETARY INFORMATION
SH:REV:
DWG. NO:
PROJ. NO.:REV.:DATE:DESCRIPTION OF REVISION:DRAWN:CHECKED:APPRV'D:
REYNOLDS ARCHITECTURAL ENGINEERING
CLAIMS PROPRIETARY RIGHTS TO THE
INFORMATION, DESIGN AND LAYOUT
DISCLOSED HEREIN. THIS DRAWING IS
ISSUED FOR INFORMATIONAL PURPOSES
ONLY AND MAY NOT BE REPRODUCED,
DISCLOSED TO OTHERS OR USED TO
DESIGN OR CONSTRUCT ANY OF THE ITEMS
SHOWN HEREIN WITHOUT THE EXPRESSED
WRITTEN CONSENT OF REYNOLDS
ARCHITECTURE ENGINEERING.
P.E. STAMP
NY26
NY26-720P
1 D
3/32"=1'-0"
KCE NY26 60MW/480MWHR ENERGY STORAGE FACILITY
KEY CAPTURE ENERGY, LLC
COX LN, CUTCHOGUE, NY 11935
69kV POINT OF INTERCONNECT SWITCHYARD
GENERAL ARRANGEMENT - PLAN VIEWA7/21/21 ISSUED FOR REVIEW BB SR SR
B 9/16/21 MODIFIED FOR LIPA LAYOUT RS SR SR
C 11/16/21 REVISED ARRANGMENT FOR EASTERN T-LINE ENTRANCE BB SR SR
D 1/27/22 REVISED FOR RIGID BUS OVER FENCE CONNECTION BB SR SR
DESIGN CRITERIA
SUGGESTED CLEARANCES PER APPLICABLE INDUSTRY STANDARDS
69kV CLEARANCE (350KV BIL):
PHASE TO PHASE:
(CENTER TO CENTER)6'-0"
MINIMUM METAL TO METAL:
(PHASE TO PHASE)2'-7"
PHASE TO GROUND 2'-1"
VERTICAL CLEARANCE TO
LIVE PARTS FOR
PERSONAL ACCESS:10'-6"
VERTICAL CLEARANCE TO
LIVE PARTS OVER ROADWAY:24'-0"
SAFETY CLEARANCE ZONE
TO SUBSTATION FENCE:12'-0"
GENERAL CLEARANCE:
VERTICAL CLEARANCE
TO INDETERMINATE VOLTAGE 8'-6"
(MEASURED FROM TOP OF STRUCTURE BASE PLATE)
B
02
B
02
C 03
C 03
D 03
D 03
D
C
L
SE
O
D
C
L
SE
O
SCALE:
PROPRIETARY INFORMATION
SH:REV:
DWG. NO:
PROJ. NO.:REV.:DATE:DESCRIPTION OF REVISION:DRAWN:CHECKED:APPRV'D:
REYNOLDS ARCHITECTURAL ENGINEERING
CLAIMS PROPRIETARY RIGHTS TO THE
INFORMATION, DESIGN AND LAYOUT
DISCLOSED HEREIN. THIS DRAWING IS
ISSUED FOR INFORMATIONAL PURPOSES
ONLY AND MAY NOT BE REPRODUCED,
DISCLOSED TO OTHERS OR USED TO
DESIGN OR CONSTRUCT ANY OF THE ITEMS
SHOWN HEREIN WITHOUT THE EXPRESSED
WRITTEN CONSENT OF REYNOLDS
ARCHITECTURE ENGINEERING.
P.E. STAMP
NY26
NY26-721P
1 B
3/16"=1'-0"
KCE NY26 60MW/480MWHR ENERGY STORAGE FACILITY
KEY CAPTURE ENERGY, LLC
COX LN, CUTCHOGUE, NY 11935
69kV POINT OF INTERCONNECT SWITCHYARD
GENERAL ARRANGEMENT - ELEVATION VIEWA7/21/21 ISSUED FOR REVIEW BB SR SR
B 1/27/22 REVISED FOR RIGID BUS OVER FENCE CONNECTION BB SR SR
DCLSEOH1H2
DCLSEOSCALE:
PROPRIETARY INFORMATION
SH:REV:
DWG. NO:
PROJ. NO.:REV.:DATE:DESCRIPTION OF REVISION:DRAWN:CHECKED:APPRV'D:
REYNOLDS ARCHITECTURAL ENGINEERING
CLAIMS PROPRIETARY RIGHTS TO THE
INFORMATION, DESIGN AND LAYOUT
DISCLOSED HEREIN. THIS DRAWING IS
ISSUED FOR INFORMATIONAL PURPOSES
ONLY AND MAY NOT BE REPRODUCED,
DISCLOSED TO OTHERS OR USED TO
DESIGN OR CONSTRUCT ANY OF THE ITEMS
SHOWN HEREIN WITHOUT THE EXPRESSED
WRITTEN CONSENT OF REYNOLDS
ARCHITECTURE ENGINEERING.
P.E. STAMP
NY26
NY26-721P
2 B
3/16"=1'-0"
KCE NY26 60MW/480MWHR ENERGY STORAGE FACILITY
KEY CAPTURE ENERGY, LLC
COX LN, CUTCHOGUE, NY 11935
69kV POINT OF INTERCONNECT SWITCHYARD
GENERAL ARRANGEMENT - ELEVATION VIEWA7/21/21 ISSUED FOR REVIEW BB SR SR
B 1/27/22 REVISED FOR RIGID BUS OVER FENCE CONNECTION BB SR SR
1
Joel Richardson
From:Joel Richardson
Sent:Wednesday, April 6, 2022 6:37 PM
To:'Dwyer, Nancy'
Cc:Brian J. Murrell; Justin Tomkins; 'phil.denara@keycaptureenergy.com'; John J. Anzalone
Subject:RE: 10750 Oregon Road
Attachments:Chain Ling Fence Detail from Site Plans.pdf; AVT NOISEBLOCK_Barrier_Walls.pdf; Fence -
Barrier Location Exhibit.pdf
Categories:Filed by Newforma
Hi Nancy,
Thank you for the response.
Attached are three PDF files:
1) An exhibit developed from the previously submitted site plan with the extent of the chain link fence highlighted
green and the visual and sound barrier highlighted orange;
2) A copy of the chain link fence detail proposed for inclusion in our forthcoming site plan application to the Town;
and
3) NOISEBLOCK Wall Panel spec sheet, which is representative of the visual and sound barrier proposed for
installation around northern end of the BESS installation.
With regard to the chain link fence, as indicated in the attached detail, the fence will be 7’ tall, topped with barbed wire.
It is proposed for installation around the POI Substation, Project Substation and the southern half of the BESS
installation (as indicated on the attached highlighted site plan exhibit).
With regard to the visual and sound barrier:
· The attached NOISEBLOCK Wall Panel spec sheet is representative of the type of visual and noise barrier
proposed for installation around the northern half of the BESS installation (as indicated on the attached
highlighted site plan exhibit). It should be noted that the final selection of the visual and noise barrier vendor is
pending a formal RFP process, and that the NOISEBLOCK system is being provided as a representative example.
· As indicated on the attached NOISEBLOCK spec sheet:
o the visual and noise barrier panels are fabricated with outer metal 16/18 gage solid shells and inner
metal 22 gage perforated shells, stiffened with internal channels and edge rails.
o Panels are filled with acoustic grade 2.5 to 6 pcf long strand fiberglass or mineral wool depending on the
application. The fill material is inert, mildew resistant, vermin proof and incombustible and is suitable
for wet/dry and freeze/thaw cycling.
o Mating panels are attached by inherent tongue and groove panel joints.
o Typical panel joints are horizontal however vertical panel joints are used depending on the project
requirements and desired aesthetics.
· Panels can be coated with color pigments. All of our initial renderings have illustrated the visual and sound
barrier colored green to blend with the proposed landscape screening and the surrounding environment. The
applicant is open to other color schemes should the Town / community have a preference.
Please let me know if you need anything else in order to issue the notice of disapproval.
Thanks again for your assistance.
2
R. Joel Richardson, P.E.
Department Manager - Civil Engineering
H2M architects + engineers
538 Broad Hollow Road, 4th Floor East, Melville, NY 11747
tel 631.756.8000 x1715 | direct 631.392.5394 | mobile 512.567.6267 | fax 631.694.4122
h2m.com
From: Dwyer, Nancy <nancy.dwyer@town.southold.ny.us>
Sent: Tuesday, April 5, 2022 2:00 PM
To: Joel Richardson <JRichardson@H2M.com>
Cc: Brian J. Murrell <BMurrell@H2M.com>; Justin Tomkins <JTomkins@H2M.com>;
'phil.denara@keycaptureenergy.com' <phil.denara@keycaptureenergy.com>
Subject: RE: 10750 Oregon Road
**This e-mail is from outside H2M architects + engineers. Do not click links or open attachments unless
you recognize the sender and know the content is safe.**
Joel,
Thank you for your patience. One bit of information which we do need is the detail on the fence.. what is the height of
the fence on all sides, and what are the details for the visual and sound barrier that is being proposed?
Please advise so I can issue the notice of disapproval appropriately.
Thank you,
Nancy
From: Joel Richardson <JRichardson@H2M.com>
Sent: Tuesday, April 5, 2022 10:39 AM
To: Dwyer, Nancy <nancy.dwyer@town.southold.ny.us>
Cc: Brian J. Murrell <BMurrell@H2M.com>; Justin Tomkins <JTomkins@H2M.com>; Nunemaker, Amanda
<Amanda.Nunemaker@town.southold.ny.us>; 'phil.denara@keycaptureenergy.com'
<phil.denara@keycaptureenergy.com>; Lanza, Heather <heather.lanza@town.southold.ny.us>; Cummings, Brian A.
<brian.cummings@town.southold.ny.us>
Subject: RE: 10750 Oregon Road
Hi Nancy,
I am writing you to follow up again on the Building Permit Application initially submitted to the Town on 1/28. I had
spoken with Brian Cummings on 3/22 and understand that the Planning Department has returned their review of the
application to the Building Department as of 3/18.
At this point we are not able to proceed with any further applications to the Town (Site Plan, Variance and Subdivision
application) pending receipt of the Notice of Disapproval from the Building Department.
If there is anything I can do to facilitate completion of your review please let me know. If you can provide an estimate
for when the review will be completed that would be very helpful.
Thanks again for your assistance.
NOISEBLOCK™ Wall Panel Construction
KINETICS STL panels are fabricated with outer
solid shell of 16/18 gage and inner perforated shell of 22
gage. Panels are stiffened with 18 gage internal channels
and edge rails. The acoustic grade fill is 2.5 to 6 pcf long
strand fiberglass or mineral wool depending on the appli-
cation and are inert, mildew resistant, vermin proof and
incombustible and is suitable for wet/dry and freeze/thaw
cycling. Mating panels are attached by inherent tongue
and groove panel joints. Typical panel joints are horizontal
however vertical panel joints are used depending on
the project requirements and aesthetics desired by the
architect/owner.
Sound Absorption Coefficients
NOISEBLOCK™ panel acoustic performance is backed by independent testing in a NVLAP accredited laboratory.
When tested in accordance with ASTM C423, Standard Method of Test for Sound Absorption of Acoustic Materials in
Reverberant Rooms, the panel assembly shall have the following minimum airborne sound absorption:
Model
STL-41
STL-41
Construction2
16 ga. solid / 22 ga. perforated
18 ga. solid / 22 ga. perforated
125
0.60
0.60
250
1.13
1.13
500
1.12
1.12
1000
1.09
1.09
2000
1.03
1.03
4000
0.91
0.91
NRC3
1.00
1.00
Sound Absorption
1 (4) = 4-inch thickness
2 solid inner skin available
3 Noise Reduction Coefficient (NRC) is the average of coefficients at 250, 500, 1K and 2K Hz, expressed in the nearest integral multiple of 0.05.
Sound Transmission Loss
When tested in accordance with ASTM E90, Standard Recommended Practice for Laboratory Measurement of Airborne
Sound Transmission Loss of Building Partitions, the panel assembly shall have the following minimum airborne sound
transmission loss:
Model
STL-41
STL-41
Construction2
16 ga. solid / 22 ga. perforated
18 ga. solid / 22 ga. perforated
125
24
21
250
32
28
500
41
39
1000
51
48
2000
60
56
4000
66
58
STC3
43
40
Transmission Loss, dB
1 (4) = 4-inch thickness
2 solid inner skin available
3 Sound Transmission Class (STC) is determined by comparing test data with a set of standard STC contours as described in ASTM E413,
Standard Classification for Determination of Sound Transmission Class.
06 l NOISEBLOCK™ Barrier Wall Systems
The acoustic performance of NOISEBLOCK™ panel systems is not degraded through prolonged exposure to noise,
vibration, pressure differential, rain, wind or snow.
Panel Cutaway
KINETICS NOISE CONTROL, INC. l 07
Engineering Performance and Design
NOISEBLOCK™ wall systems are placed between a
noise source and a receiver. The barrier creates a “sound
shadow” zone of attenuation that can be designed to
effectively attenuation an area either indoors or outdoors
and at varied distances from the noise source.
Standard Panel Dimensions
NOISEBLOCK™ panels are available in standard
designated widths of 21.625” and 45.625” and lengths
up to 144”. Other widths and lengths are available by
special order. NOISEBLOCK™ wall systems incorporate
as many standard panels as possible and then finish with
nonstandard panels for cost effectiveness.
Structural Performance
NOISEBLOCK™ wall systems are designed per indus-
try standards following the applicable IBC building codes,
referenced standards and guidelines. These referenced
codes, standards, and guidelines include wind, snow, and
seismic loading conditions. Deliverables include copies of
the certified structural steel calculations and P.E. stamp.
Kinetics engineering group uses the latest AutoCAD soft-
ware and can incorporate your equipment or system lay-
out into our submittals to assure proper clearances and
access locations.
Structural Steel Components
Structural steel components and welded assemblies
are designed for either bolt together (standard) or field
welding assembly. Standard structural items are shipped
with one factory coat of primer for protection during ship-
ping. Kinetics can supply structural items with hot-dip
galvanized coated finish or factory painted with either a
wet paint or powder-coat finish depending on size and
specification.
NOISEBLOCK™ Panel Joint
Typical groove and tongue (GT) panel joint
Finish
NOISEBLOCK wall systems are available factory
powder-coat finish per selection of POWDURA® RAL
Series Super Durable TGIC FREE Polyester Powder
Coatings, color matching or mill/unpainted.
Typical Panel
to Structural
Connections
Other connection
methods available
Standard W-Column to
Panel Connection Detail
Surface connection to
HSS steel framing
NBW │ 04/19Kinetics Noise Control, Inc. is continually upgrading the quality of our products.
We reserve the right to make changes to this and all products without notice.
MADE IN USA
kineticsnoise.com/noiseblock
sales@kineticsnoise.com
1-800-959-1229®