HomeMy WebLinkAboutConnecticut Municipal Electric Energy CoopJill M. Doherty, President
James F. King, Vice-President
Dave Bergen
Bob Ghosio, Jr.
John Bredemeyer
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
TO:
FROM:
DATE:
Kristy Winser, Sr. Planner
Planning Department
Jill M. Doherty, President ~/~
Board of Trustees
Mamh 23, 2010
RE:
CONNECTICUT MUNICIPAL ELECTRIC ENERGY COOPERATIVE
1866 CENTRAL AVENUE, FISHERS ISLAND
SCTM# 6-8-7
The Southold Town Board of Trustees reviewed the site plan prepared by Richard W.
Shure, Architect last dated January 19, 2010, received on Mamh 23, 2010, and
determined that the addition of a 993 sq. ft. equipment area for a diesel-electric
generator facility on a previously developed site having an existing 7,144 sq. ft. building
on a 47,441 sq. ft. pamel is out of the Wetland jurisdiction under Chapter 275 of the
Town Wetland Code and Chapter 111 of the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111 ) no permit is required. Please be advised,
however, that no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of
the coastal erosion hazard area as indicated above, or within 100' landward from the
top of the bluff, without further authorization from the Southold Town Board of Trustees
pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility
to ensure that all necessary precautions are taken to prevent any sedimentation or other
alteration or disturbance to the ground surface or vegetation within Tidal Wetlands
jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such
precautions may include maintaining adequate work area between the tidal wetland
jurisdictional boundary and the coastal erosion hazard area and your project or erecting
a temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
To~
From:
Date:
Re:
MEMORANDUM
Jill M. Doherty, Chair Board of Trustees
Kristy Winser, Sr. Planner
March 23, 2010
Connecticut Municipal Electric Energy Cooperative
SCTM#1000-6.-8-7
The Planning Board refers this application to you for your information, comments, review, and
certification, if applicable.
Description:
This site plan application is for the addition of 993 sq. ft. to the existing 7,144 sq. fL diesel-
electric generator facility on a 47,441 sq. ft. parcel located in the Business District.
Thank you for your cooperation.
Encls: Site Plan
/ ~ -/~ ~,~ ~ I,,~ ,
......................... ~ ~ '" . ....... ~_.~ ~ ~ ·
006
LOT (~
5 25'48'00' E
55.50'
S 25°27'00' E
N/O/F RANDY SCOTT SHUR
sOUTHOI.D TOWN DEVELOPMENT RIGHTS
824.8-5'
S 25'40'0o' E
N/O/F ALLAN ARRIETA
N/O/F ANN & RALPH BADAGLIACCA
ELIJAH'S LANE
500.88'
LOT
DEVELOPMENT RIGHTS TO BE
TOWN OF SOUTHOLD
SOLD TO THE
$25.77'
DE VEL OPMEN T
RIGHTS TO BE SOLD
LOT (~
AREA = 2zt,108 Acres
TO THE TOWN OF SOUTHOLD
RESERVED AREA
3.140 Acres
~ ~ IE II _~.~
~a ...'~oo'~-...'. :-t~ ~ ~' ~ "'~ .' ~ "-" """""~ "" ~ '~.~'~'~°'~'"~ ~ ~'''''''''-' ~ ~'~'
~ ~ N/O/F BRIAN PESSIN N/O/F KELL ~KAELINI
& COUNTY OF SUFFOLK
SUR VET OF PROPER TY
A T//,A TT/TUC.~,
TO WN OF SOUTHOLD
SUFFOLK COUNTY ,N. Y.
1000-94-04-02& 1000- 100-02-P/06.1
StCALE4"= IO0'
M[ARCH ~3,2007
A~PR/L I1: 200? (revfsionsJ
FINAL
SURVEY
CER T/FlED
TO'
ROBERT G. RO~'EHL~
TOWN OF SOUTHOLD,
STEVIART TITLE INSURANCE COMPANY,
NYS DEPARTMENT OF ADR/CUL TURE AND MARK£TS
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION
TOT, AL AREA
= 32.251 Acres
E ONIC SU~/EYO~
P. O. BOX 909 '
1230 TRAVELER ST~
SOUTHOLD, N.Y. 1197~~
07-121
AUDREY N. LUDEMANN
N/F '""::,'~ /j LOCATION MAP SCALE 1
PROJECT, INC.
~MONUM~NT I
! < or o
PE
,' / L) P~N OF P R~ OF THE FISHERS IS~NB ELEOTRIO CORP.
/ FISHER~S IS~NB - NEW YORK" SOALE: 1"~20~. JUNE 12, 1989 BY
/: ': ' LFLAG :: ~ ~ / 2.) MINOR SUBDIVISION P~N PROPER~ OF FISHERS IS~ND UTILI~
~ / / CO. INC. MADELINE AVE. A CENTRAL AVE, FISHERS IS~ND NEW YORK z
RETAINING WALL ~ ) ~ . -- o
~ /I SOALE-- 1 = 40 ~. OHANDLER, PALMER · K~NG FEBRUARY 1981 ¢ 0
/I ADDITIONS: 10-1~-81 (RESTRIOTIONS) Z
- , ' '~ , ~ 1.) THIIS SURV~ WAS PREPARED FOR THE PARTIES AND PURPOSE
/ / INDICATED HEREON, ANY E~ENSION OF THE USE B~OND THE
5.) SI~E IS IN THE TOWN OF SOUTHOLB. OOUN~ OF SUFFOLK TAX MAP
--O/W OVERHEAD WlaES ~ ~ ~ ~ ,: / a~ ~C/ / 1000, SECTION 06, BLOCK 8. LOT 7 A 3.2.
~ ~ ~ R~AINING WALL k :~7 ~
6.) AR:~ = 47,441~ SQ. ~. (1.09 · ACRES) ~ ~ ~ % o o
~ CHAIN LINK FENCE % % / ~
7,) SI%E IS LOCATED IN B A~B R40-ZONE, ~ ~ ~ ~ o o
~ BUILDIN6 LINE N ~ kC S55 ~82~
~ ~3;7'20~ -- / ./ 8.) AULOWABLE LOT COVERAGE B ZONE= 20'
~E BURIED ELECTRICFISHERSI~1' ~ ~( __ % / OW.ZU / / EX[ISTING LOT COVERAGE = 1;"
............. UPLI~ COMPANY~o/~ ~ / 0,9'~ BUILDING / / 9 ~ DA,SE FOR L~ELS' NAVD 88 0 ~ ~ ~ z o ~ ~ . ~ ~ o
QUALI~ CONTROL CERTIFICATION . / ~ ~ ~ .......... / / EL~ATION=11. AND ZONE "X" AS SHOWN ON FIRM - FLO00 INSURANOE
GROUP R~ED DATE ~E~ / / % 5.0'~ aU LDING / / ~TE MAP, SUrFOL~ COUNt, NEW YORK PA~EL ~9 OF ~02e. DATE: JUNE 9, 2009
PROJEOT MANAGER ~ --- / ~ ~ / ~ ENCROACHMENT / / COMMUNI~: TOWN OF SOUTHOLD - 360813. MAP SUFFIX; H, MAP
20 lu 0 zu ~~ / INTO STREET LNE / / NUMBER 56103C0019H MAP R~ISED SEPTEMBER 25, 2009
/ /'(~k~~ ~ / -/ 11.1 SITE IS SERVICED BY MUNICIPAL WATER AND AN ON SITE SEPTIC
SHEET: 1 OF
RiTE PLF, N
..f /C
ELECT F.4 g_
/'
/
INTERIOR
RAIN CAP
370*
PL/~N VIE'v¥ DF GEhIEP--,I~TOF,, ~NCLDSUP~
(NTS]
LEGENE)
LIFT RrNcs
I *r I ~s?' t
256"
F ~LL POF,T F:~PO~ GF_...NI~ h ATOr~
The Architect will not have control over or charge of and ~11 not be
resfmnmble for constnl¢fion means, methods, techniques or for safeVd
preeauhons in com~ect~on w~th the work. These are solely thc
contractor's respens~bili~ Thc Architect will not have control over
or chmgc of and vail not be responsible for acts or omissions of thc
contractor, subcon'ffactor of their agents or employees or any other
persons performing portions of the work
FOR &ENEK/KTO~ ENCLODUP~E_
256*
ISO GALX0003?gS= [3,'~'g
O,S) X3532=
2.0, I x:]o%= ZZ, I ct FEET
DIKE CALCULATIONS FOR TANK NO .~
CONT.,kl]qMENT [S PROVIDED BY A ~.oNLF(ET[. Cf,)NT/MNIVl~.N~ ~)ll(,~.~
CUSTOMER SUPPLIED
LIFT RINGS-
AIR INTAKE
AIR EXHAUST
DISCHARGE
PLENU~
LEFT SIDE
VIEW OF GENEKh, TDf~ EFL/LOSURE
KEY PLAN -
~(-5~ -- NEW ABOVEGROUND DIESEL SUPPLY LINE
~ -- ---- EXISTING LVNDEROROUND WATER LTNE
RIGHT SIDE VIEW OFGENEIZ,I-~TOR EN¢._LOSUF~E
APPROVAL
~- \ %14E p-,a;.
FiSIqE~5 ~%~B ELECTR~&
CENTRAL ~VENUE PROJ. NO.
Z009
RICHARD W. SHURE
REGISTERED ARCHITECT
285 MIDDLE COUNTRY ROAD T; /
MIDDLE ISLAND, NEW YORK (631)924-2727
Attachment O
II
S&/k~-~-: gl4-"= I'-O'
T,~,N~ NO, I
/~'"h_qEC_TI(3iN 'P,' THKU T,%l/z,
, ~¢CAL~: II~'*=ILD'
(~,ECTIO,N, tB"TRR, U TEt4Y~
5&ALE I I/4-':1 -6"
NO,
NO, Z
NOTES FOR TANK OVERFILL AND LEAK DETE~TION AT TANK I AND~2
AT TANK NO ], (4200 GALLON DIESEL TANK), OVER. FILL AND LEAK DETECTION IS
PROVIDED WITH AN ELECTRONIC ALARM SYSTEM FILLPORTALSOHASAFILL
L1MITOR
AT TANK NO 2 ( 150 GALLON DIESEL TANK), OVERFILL PRO~rECTION 1S PROVIDED
WITH A GRAVITY RETURN PIPE AND AN ELECTRONIC SOLENOID VALVE WHICH
CLOSES THE TANK FILL PIPE WHEN A HIGH FUEL CONDITION IS DETECTED BY A
FLOAT SWITCH IN TLIE TANK LEAK DETECTION IS VISUAL, By YNSPECTION OF
THE OPEN TOP CONTAINMENT DIICE
,®
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®
GRAD~
TAN iA 'NO, I
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mil
I
/-I-'-I D~ I N NE~,T/~N K
-4'
PLAN VIEW /kW-F~NF~ NG, Z
~)
/
!
NO.?-
A P P ~OYA L BOX
RICHARD W. SHURE
REGISTERED ARCHITECT
285 MIDDLE COUNTRY ROAD
MIDDLE ISLAND, NEW YORK (631)924-2727
DATE
PROJ. NO.
ZOOq
SOALE
AS NOTED
DWG. NO.
T-Z
OF 5
La
x N
/
NO. A
ENLARGED FL. OG~
~LAN AT
NOTE FOR TANK OVERFIIJ, ANTI LEAK DETECT[ON AT TANK 3
AT TANK NO. 3 (1550 GALLON UREA TANK), OVERFILL PROTECTION IS PROVIDED
WI TH AN ELECTRONIC ALARM LEAK DETECTION IS PROVIDED By AN
ELECTRONIC CONTkiNMENT DIKE PROBE IN THE CONTAINMENT AREA
NEW TANKS AND GENERATOR ARE
IN AREAS WHICIt ARE NOT
SUBJECT TO ~[IL~FFIC HAZ/LRDS,
THEREEO]RE TRAFFIC PROTECTION
tS NOT REQIJIRED
I I
GF~U
(~'~P)
FLOOR PLA~ AT GENER,~TC)P-,
UREA TA, NK
-f
CONNEd. T ~ o N To ~E N ~F~; l'oP~ F:::XHALY--.T
GENERATOR EXHAUST SYSTEM OPERATES AT APPROXIMATELY 800 DEGREES
F. THEREFORE THE USE OF FIBERGLASS CONTAINMENT PIPING FOR UREA
SUPPLY PIPING'TO EXP~AUST SYSTEM,IS NOT FEASIBLE BECAUSE FIBERGLASS
PIPING WILL MELT. THEREFORE CONTAU~VIENT PIPING 1S INDICATED AS
GALVANIZED PIPE.
2, A SHORT SECTION OF SINGLE WALL UREA SUPPLY PIPING TO IHtg
GENERATOR EXRAUST SYSTEM IS REQUIRED BECAUSE THERE IS NO WAY TO
CONI%ECT CONTAINMENT PIPING TO TItE GENERATOR EXRAUST.
THRU
~ ~%CAI_E~ 31,~":1'-0'r
APP P,~'VAL [50Y~
r_ ENT¢,~L. A'4 D_N.U -F_
RICHARD W. SHURE
REGISTERED ARCHITECT
285 MIDDLE COUNTRY ROAD
MIDDLE ISLAND, NEW YORK (631)924-2727
I DATE
PROJ. NO.
SCALE
AS NOTED
DWG, NO,
T-3
OF ~