HomeMy WebLinkAbout1000-43.-3-2 OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY 11971
L
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
Fax: 631 765-3136
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
/
To: Jim King, President ~
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: November 17, 2009
Re:
Proposed Wetland Permit for BREWER YACHT YARD AT GREENPORT
SCTM#1000-43.-3-2
High Point Engineering on behalf of BREWER YACHT YARD AT GREENPORT requests a Wetland
Permit to remove (1) gasoline dispenser, install (1) 5,000 gallon double wall steel UL#2085 fire rated
A.S.T. with associated piping and relocate three (3) gasoline dispensers behind the existing wood
bulkhead. Located: 1410 Manhasset Ave., Greenport. SCTM#1000-43.-3-2
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of
Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.
Based upon the information provided on the LWRP Consistency Assessment Form submitted to this
department, as well as the records available to me, it is my recommendation that the proposed action is
CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Lori Hulse, Assistant Town Attorney
Tows of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building .Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfi:ont Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area (which includes all of Southold Town).
3.. If any question in Section C on this form is answered "yes", then the proposed action may affect the
achievement of the LWRP policy standards and conditions contained in the consistency review law.
Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a
determination that it is consistent to the maximum extent practicable with the LWRP policy
standards and conditions. If an action cannot be certified as cop~k~tent with he LWRP policy
standards and conditions, it shall not be undertaken. / , . \ j ,
A copy of the LWRP is available in the following places: onlin/at t~,~:flrXow~thold s
· website (southoldtown.northfork.net), the Board of Tmstees~ ~ar~_~eent, all
local librariesandthe Town Clerk's office. ~) [~ ~ ~ ~ ~
B. OESCRn?TION SITe ANO PROPOSI O ACTION IFl [ ....
....... /oeo- IlUi OCT 22 2009
Southo~d To,vn
The Application has been submitted to (check appropriate response): Board of Trustees
TownBoard B Planning Dept. [] Bu.dingDept. ~ Board ofTrustees ~]
Category of Town of Southold agency action (check appropriate response);
(a) Action undertaken direcdy by Town agency (c.g. capital
construction, planning activity, agency regulation, land transaction)'
(b) Financial assistance (e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification:
Nature and extent of action:
Remove one (1) gasoline dispenser, install one (1) steel containment sump or~ eXistfn{t.6,000 gallon
AST manway and extend existing double wall piping. Install one (1) 5,000 double wall steel UL # 2085 fire rated
with containment dike on an 8" reinforced concrete mat. Install one (1) underground fiberglass transition sump with
new double wall fiberglass piping to existing gasoline dispenser relocated behind (landward) existing wood bulkhead,
Location of action: 1410 Manhasset Avenue, Greenport, NY
5.5
Site acreage:
Madna
Present land use:
Present zoning classification: M II (Marine II)
If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
Brewer Yacht Yard @ Greenport, NY
(a) Name of applicant:
(b) Mailing address: 1410 Manhasset Avenue, Greenpod, NY
(c) Telephone number: Area Code (631) 477-0828
(d) Application number, if any:_ N/A
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes ~] Noir] If yes, which state or federal agency? Approval by NYSDEC/SCDH$
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRPSection HI - Policies; Page 2 for evaluation
criteria.
~-]Yes ~] No [~ Not Applicable
The current buildings and structures will remain intact and the use of the premises will not change. The
proposed items will not hinder nor enhance the Town of Southold LWRP Policy #1.
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section III - Policies Pages 3 through 6 for evaluation criteria
Yes [~ No ~ Not Applicable
The project has no impact to LWRP Policy #2 as it is not within the Long Island Sound, a historical site,
or an archeological site.
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III - Policies Pages 6 through 7 for evaluation criteria
~ Yes [] No D Not Applicable
Although the proposed action introduces an above ground fuel storage tank approximately 33 feet away
from the bulkhead, the proposed above ground tank will be approximately 595' feet away from
Manhasset Avenue and hence will not be visible from the roadway. It's visual impact from the waterway
will be minimized by the buildings in front of/around it as well as the existence of a larger (6,000 gallon)
above ground tank immediately adjacent to it.
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III - Policies Pages 8 through 16 for evaluation criteria
~ Yes [~ No ~==] Not Applicable
The proposed work will not impact flooding or erosion conditions.
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
- Policies Pages 16 through 21 for evaluation criteria
[] Yes [] No [] Not Applicable
The proposed double wall tank will be located above ground with an electronic leak sensor monitoring the
secondary containment space for leaks. Any spill/leak will not directly infiltrate the soil/groundwater;
therefore, it is protecting the quality of the surrounding groundwater.
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. Sec LWRP Section III - Policies; Pages 22
through 32 for evaluation criteria.
~'] Yes [] No[~ Not Applicable
The proposed tank will provide greater protection of the ecosystem through the increased leak protection
methods previously stated.
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section IH - Policies
Pages 32 through 34 for evaluation criteria.
[] Yes No [~ Not Applicable
The project will have a positive effect on the air quality. The proposed tank will be fitted with current
Industry Standard vent-restrictor caps and vapor recovery system which do not allow venting of fumes
into the atmosphere unless the pressure within the tank builds to a level that requires venting to maintain
safe conditions.
Policy 8. Minimize environmental degradation in Town of Southoid from solid waste and hazal;dous
substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria.
[] Yes [] No [] Not Applicable
The proposed double wall above ground tank aids in protecting the environment from fuel oil spills and
leaks.
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section IH - Policies; Pages 38 through 46 for evaluation
criteria.
[] Ye~ No [] Not Applicable
The project lies within an existing marina and is not proposing any changes to the marina itself. The
current operation and use of the marina shall remain the same,
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria.
~ Yes [] No [~ Not Applicable
The existing us~ will continue to operate as a water dependent business use.
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria.
r"~Yes [] Noir] Notnpplicable
The proposed work will have no effect on the living marine resources.
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section HI - Policies; Pages
62 through 65 for evaluation criteria.
r-]Yes ['-] No [] Not Applicable
The work scope takes place entirely on private property which does not include areas defined as
agricultural land.
Policy 13. Promote appropriate use and development of energ3, and mineral resources. See LWRP
Section HI - Policies; Pages 65 through 68 for evaluation criteria.
[~Yes ~No[~ Not Applicable
The proposed double wall above ground tank shall minimize the adverse impact of a fuel storage tank
through the electronic tank monitoring and leak detection.
Created on 5/25/05 11:20 AM
SEE "WORK AREA
DETAIL P~N"
OVERALL PLOT PLAN
GRAPHIC SCALE
60 0 SO 60
( IN FEET )
Inch = 60 fl.
%
%
N
E
S
API FILL PORT COLOR CODING
REGULar UNLEAD)ED GASOLINE
DIESEL FUEL
VAPOR RECOVERY
GENERAL NOTES
1, EXISTING CONDITIONS DEPICTED ON THIS ORAWING REFERENCE A SURVEY
PREPARED BY:
PECONIC BURVEYORS~ P,C
1250 TRAVELER STREET
SOUTHOLD, NY 11971
LAST DATED: 6/15/00
2, TANK/ PROPERTY OWNER/ APPLICANT:
BREWER YACHT YARD @ GREENPORT INC
1410 MANHASSET AVENUE
GREENPORT, NY 1194~r
5, THE OWNER OR OPERATOR MUST PERMANENTLY DARK ALL FILL PORTS
PROP. EXTENSION
EXIST, DOUBLE WALL
PIPING TO NEW
CONTAINMENT SUMP
EXIS~ 5,000 GALLON
DIESEL ABOVE
GROUND STORAGE
TANK IN DIKE ON
ASPHALT
PAVEMENT/
EXISE CONC
MONITORING WELL
BE ABANDONED PER
REQUIREMENTS
STEEP
TREES TO
GASOLINE
TANK HIGH LEVEE
ALARM MOUNTED
TO WALL TO BE
REMOVED-
KEY MAP
NTS
WORK AREA
BUILDING
OVERHANG
PROP, 5,000
GALLON UL~20S5
COMPLIANT
ABOVEOROUND
GASOLINE
STORAGE TANK
WITHIN DIRE ON
CONCRETE MAT
EX'SE
~ TRANSTON SUMP ',
W/ PROSE BELOW ',
FENCE TOREMAIN
CONNECT NEW DWFG
PIPING TO EXIST.
DWFO PIPING
PROP. RELOCATED --
DIESEL SUCTION PUMP
ON NEW CONCRETE
ISLAND w/ SUMP/
PROBE
SLOPE
DETAIL PLAN
/
GRAPHIC SCALE
( IN FEET )
1 Inch 10 ff.
HOSE
REELS TO BE
REMOVED
PILING
DOCK (r~.)
EXIST, DIESEL SUCTION
PUMP ON WOOD FRAME
BE RELOCATED
O S 10
-THEN
SCDHS JOB No. HMO9-091
FACILITY REGISTRATION No. 10-0037
FILE REFERENCE No. 13602
$CDHS APPROVAL
HIGH
POINT
ENGINEERING
410 JERICHO ~urRNPIKE
SUITE 105
JERICHO, NY 11753
(516) 433-4320 FAX: (516)433 4364
ALL PHASES OF ENGINEERING DESIGN,
CODE CONSULTING, ZONING ANALYSIS &
BID SPECIFICATION
WWW.H/ghPoint Engineerlng corn
CHRIS M TARTAGLIA
PROFESSIONAL
NEW YORK LICENSE
THE EDUCATION LAW OF THE STATE OF NEW
YORK PROHIBITS ANY PERSON ALTERING
ANYTHINO ON THESE DRAWINGS AND/OR THE
ACCOMPANYING SPECIFICATIONS, UNLESS IT IS
UNOER THE DIRECTION OF A LICENSED
PROEESBIONAL ENGINEER. WHERE SUCH
ALTERATIONS ARE MADE, THE PROFESSIONAL
ENGINEER MUST SIGN AND SEAL, DATE AND
DESCRIBE THE FULL EXTENT OF THE
ALTERATION ON THE DRAWING AND/OR IN THE
SPECIFICATIONS, (NYS EOUCATION LAW SECTION
720B-2}
BREWER STIRLING HARBOR MARINA
1410 MANHASSET AVENUE
GREENPORT, NY 11944
OISTRICT: 1001
SECTION: 05
BLOCK: 01
LOT: 01
AS SHOWN
2/28/09
PUMP & TANK
SITE PLAN
REV. 3
OF 4
BO'-E" (DIKE) ~] EQUIPMENT LIST
(ALL ITEMS EXISTING TO REMAIN UNLESS OTHERWISE NOTED)
~ A ~ ITEM I SIZE DESCRIPTION
RAINSHmELDS{TYP.) i' 2" NORMAL VENT PmPE W/ CAP (EXTEND TO B'-O" MIN. ABOVETANN) HIGH ~-,,Fr, mml? £
PO,
~ '-- ~ 2 D" Boz EMERGENGY VENT
1 i :~ -~ _,~ -N~+++++++-Nq ~ .3 - VENT DEFLECTOR ASSEMBLY NT ·
EDGE OF CONC. SLAB r .~, 4 4" OPW F-STOP DROP TUBE WITH OVERFILL LIMITER TO
: ~-- ~ ~ i W,TM,N 6" OP TARN BOTTOM E N G I N E E RI N G
J_ .. { 5 I I" OVERFLOW PIPE FROM FILL SPILL CONTAINER INTO DIKE
ANGLE ANTI-S P 0 ~ P J 6 ~ 1" ~PE UNION
CHECK VALVE AND 7 4" FILL ADAPTER ~D CAP - (INSTALL ELL ID TAG PER NYSDEC REQUIREMENTS)
25"e x 24"H ACCESS UNION _ 8 FILL CONTAINMENT CH~BER W/ DRAIN VAL~ - PAINT YE~OW PER m STANDARDS) 410 ~RICHO T~
~ ~ MANWAY ~ J~ ~ ~ 9 STAIR/ P~TFORM/ HANDRAIL S~ 105
- INSTALL PLUG ~ 2" JERICHO, NY 11753
TO DISPENSER TO 10 SCH 40 B~CK JRON PIPE
- REMAIN ~ ~ ~ --UNUSED DUNG
EXIST. BELOW 0RADE I _~m ~/// ~ ~ ~ ~/ ~ ~ ~ ~ 3" (516)433-4320 F~: (516)433-4364
T~NSmTION SUMP TO ~ ~ m ~ fi/ x~ ~ (18) ~/ ~ ~ ~ ~ ~ _ 11 PiPE CAP
~ ~ m o, (r ))-- ~ -- ~ ~ ~ ~ILJ ~ ~ ~ ( ) [~_( ~ i ~ 12 WGX24~ BASE HAIL ~LPHASES OF ENGI~ERINO DESIGN
+ + + + + ~ 13 SIDE R~NSHIELD CODE CONS~TING, ZONING AN~YSIS
· ~ . , + + + + + q SIDES OF STAIRS 2"
~ ~ ~ ~ ,I I PROP ~ FG ~ :, , v TO L~ / ~~PROP BALLB" STAvALvENLEBS + + + + +~/ 16 VEEDER ROOT TANK 6AU6E MAG PROBE (INSTALL N~ CONDUIT/
~t .. ~ +
' ~ 6n CHRIS M TARTAGLIA
~ ~ ~ k~ ~ k~ ~ ~ ~ X~ ~ ~~~~~ .................. ~ [n XX ~r[su~s~x~o~/su~ [smy + + + + + ~ ~ mo~os[~ M~[ sro~ w[[~[~ m~ou~ suu~ wALk - ~SST~[ ~'
+ + + + + 19 PROP, EXPLOSION PROOF JUNCTION BOX
PIPING fO CONNECTED fO ~ ~ + + + + + ~ 21 2"/3" PROP, 2" B~CK IRON PIPE WITHIN 3" AMERON
OVER 2. a~CK PJBCN~ / I I EXIST, 2,, SINGLE ~ 2"/311
,~ ~ ANDTo BEAPPURTENANCESREUOVED 2" go' B~CK IRON ELBOW iNSIDE ~'Bff~PROFESSIONAL NGI ~20g~EER
.TS DIKE STORAGE VOLUME COMPUTATIONS 20 - m, pAN,a ro,. /r [,,
DIKE SIZE: ~1-EXPLOSION PROOF JUNCTION 80X PROFESSIONAL ENGINEER WHERE SUCH
RISER TO ~lN HEIOHT ~
SHOWN ~ ~ ~ (WP,) ~REQUIRED ~I~: 110~ OF TANK SIZE 7~0g-2)
~ > ~ FORMER SUCTION PIPE 6,000 x 1 1 = 6,600 GALLONS ,
EXIST, DW ~ ~ PROP, DW PI~NG .... ~ ~4~ I
Il IlPIPING TO CONNECTED TO(20) , m -- %% %% /
"OLT~O TO M~WAY W/ _/ / --
mill ' % % ,
,,, ,- '[ ,',, , .... ....... ,,~,.
2r-N" ~ SCDHS JOB No. HMO9-O91 BREWER 8TIRLING HARBOR MARINA
~x,st mow a~AM~ FACILITY REGISTRATION No. 10-0037 ~g~o UaNHa%ET AVENUE
ELE VAT [ 0 N VI E W GREENPORT, NY II944
./s~[[~ am.Dc[ TO FILE REFERENCE No. 13602
.Ts SCDHS APPROVAL OlSmlCT: 1001
SECTION:
BLOCK: 01
LOT: 01
S~4~E' AS SHOWN AIPE~' BREWDB=OI
~2 2/28/09 P~Y~ BREWOB-O1-P2S
EXISTING AREO POWER
ABOVE GROUND 6,000
GALLON DIESEL
STORAGE TANK
DIKE ELEVATIONS AND
DETAILS
REV. 3 OF 4
ITEM SIZE DESCRIPTION
1 2" NORMAL VENT PIPE W/ CAP (EXTEND TO 8'-0" MIN, ABOVE TANK)
2 6" 8oz EMERGENCY VENT
3 - VENT DEFLECTOR ASSEMBLY
4 4" OPW F-STOP DROP TUBE WITH OVERFILL LIMITER TO
WITHIN 6" OF TARN BOTTOM
5 I" OVERFLOW PIPE FROM FILL SPILL CONTAINER INTO DIKE
6 1" PiPE UNION
7 4" FELL ADAPTER AND CAP - (INSTALL FILL ID TAO PER NYSDEC REQUIREMENTS)
8 FILL CONTAINMENT CHAMBER W/ DRAIN VALVE - PAINT YELLOW PER ARI STANDARDS
9 STALE/ PLATFORM/ HANDRAIL
10 2" SCH AD BLACK IRON PIPE
11 3" PIPE CAP
12 4" W6X24~ BASE RAIL
1`3 SIDE RAINSHIELD
14 24" MANWAY
15 DrAM PL FRONT RAIN SHIELD
16 2" VEEDER ROOT TANK GAUGE MAG PROBE (INSTALL NEW CONDUIT/
RE-WIRE AFIER SUMP INSTALLATION)
17 EMERGENCY VENT OVERFLOW CHUTE INTO CONTAINMENT DIKE
18 6" PROPOSED PIPE STUB WELDED THROUGH SUMP WALL - INSTALL 6" FERNCO CAP
WITH STAINLESS CLAMP @ UNUSED STUB
19 PROP. EXPLOSION PROOF JUNCTION BOX
20 - PROP. SIEEL MANWAY EXTENSION RUMP W/LID (2A"¢x24"M)
21 2"/3" PROP. 2' BLACK IRON PIPE WITHIN J" ANERON DUALO¥
3000/L CONTAINMENT PIPING
23 TANK SHELL - 1/4" CARBON STEEL
24 - TANK HEAD - 5/16" CARBON STEEL
25 - IOW CONTAINMENT DIKE - I/4" STEEL
26 2"/3" PROP. 3" 90' FRP COAXIAL CLAMSHELL CONTAINMENT FITTING W/
2" 90' BLACK IRON ELBOW iNSIDE
27 - LIFT LUG
28 - PNEUMERCATOR LClOO0 HIGH LEVEL ALARM W/ PROBE
29 - DRIP PAN PLATFORM W/ 2" LIP
30 2" tIOH LEVEL ALARM PROBE - PNUEMERCATOR
31 - !XPLOSION PROOF JUNCTION 80X
32 2" :MEROENCY VALVE MORRISON BROS. #346DI-OSOOAV
14'-2" (CONC PAD)
~7'-18" (O~NE)
~B' H" (OUTER IARN)
~ OVERFLOW PIPE TO
15'-4" (INNER TANK)" DIKE FROM FILL BOX --
PROP. STP SUMP -
seB O~TAIL ~)
8'-8" (CONC PAD) 'r
CONTRACTOR TO
VERIFY STAIR STRUCTURE/,
SUPPORT REQUIREMENTS
,ANO EXTEND CONCRETE
SLAB AS NECESSARY FOR
PROPER SUPPORT
FROM VENT
CONTAINMENT SUMP
TO DIKE
'++ + + + + +++
EDGE OF TANK SLAB
THICK CONC. SLAB
DWFG PIPING TO
DISPENSER
TRANSITION SUMP
(SEE DETAIL THIS SHEET)
PROP. STP SUMP -
SEE DETAIL {~
13'-il" (OUTER TANK)
LOW VOLFAGE
TO BUILDING
10" TYP.
LINE
PRIMARY
TANK
NOTE: CONTRACTOR TO
STRUCTURE
SIZE/ SUPPORT
REQUIREMENTG AND EXTEND
CONCRETE SLAB AS
NECESSARY FOR PROPER
SUPPORT
5/4" PUMPOUT PIPE
PIPE CAP SUMP
"0
3500 PSI REINF,
ROD CONG. SLAB
BARS 0 12"
O,C, EACH WAY
TANK ANCHOR - WP 4. -- 2'-O"
PLACES-SEE CONCRETE
BLAB/ TANK ANCHORING
FRONT ELEVATION COMP ,CTEO
HORIZONTAL-CONTINUOUS
ITEM
2
SIZE
DESCRIPTION
iNNER/ OUTER TANK SHELL - 1/¢" MILD CANflON STEEL
TANK HEADS - INNER: 5/16" MILD CARSON STEEL
OUTER: 1/¢" MILO CARBON STEEL
5 -- EMERGENCY VENT DEFLECTOR ASSEMBLY
4 2" OVERFILL PREVENTION VALVE - OPW #F-STOP lDO0
W/ #61Er-0206 DROP TUBE
5 -- PNEUMERCATOR LCIOOD HIGH LEVEL ALARM
MOUNTED TO VENT (FACING FiLL PORT)
6 -- VEEDER ROOT INTERSTITIAL SPACE PROSE #794380-343
7 FILL ADAPTER AND CAP
8
9
10
11
12
15
DIKE
3 GALLON FILL CONTAINMENT CHAMBER W/
OVERFLOW PIPE CONNECTED TO DIKE PAINTED
PER APl STANDARDS
STAIR/ PLATFORM/ HANDRAIL
HALF COUPLING THRU OUTER SHELL ONLY
NOT USED
9'¢ x 6"H SADDLE SEAL WELDED TO TANK
FITTING THRU OUTER SHELL (FOR FLOWARLE
FILL FOR MFG ONLY)
MANWAY
15
16 VEEDER ROOT TANK LEVEL GAUGE #MTG-8 #846390-107
17 MANUAL TANK GAUGE MORRISON BROTHERS #818F
18 4"x3" GALVANIZED STEEL NPT REDUCER
GALV. NET PLUG
ITEM
~9
2O
21
22
SIZE
3,,
DESCRIPTION
FEMALE COUPLING FROM INNER THRU OUTER WALL
TANK SUMP (24"¢x2¢"H MANWAY EXTENSION
W/ STEEL BOLTED MANWAY LID)
DOUBLE WALL PIPING - 1-1/2"¢ BALVANIZED STEEL PiPE
WITHIN 3"¢ AMERON DUALDY 3BOO/L PIPE - COAT
EXTERIOR OF PIDERGLASS PIPING WITH A U/V
INHIBITING EPOXY PAINT
GALVANIZED STEEL RISER @ VAPOR RECOVERY
CONNECTION
ITEM
35
SIZE
`3"
DESCRIPTION
STAGE I VAPOR RECOVERY CONNECTION CAP -
EMCO WSEATON ~A0099-335
36 2" GALV. STEEL RISER
37 2" CAP W/ PROBE WIRE RTTING
38 4" CAP W/ PROBE WIRE FIITING
39 4" 4"X2" GALVANIZED STEEL NPT REDUCER
4O
GALVANIZED NPT PLUG
41 -- NOT USED
23 2" VENT PIPE W/ PRESSURE VACUUM VENT CAP 42 -- NOT USED
24 6" 6" GALVANIZED NPT PLUG
8cz EMERGENCY VENT @ INTERSTITIAL SPACE
- OPW# 202 SERIES EMERGENCY VENT
25 -- NOT USED
26 `3" FRP COAXIAL CLAMSHELL FITTING W/ 9ff -
I-1/2' GALVANIZED ELBOW INSIDE
27 6"
28
B,p
8oz EMERGENCY VENT @ PRIMARY TANK
- OPW# 202 SERIES EMERGENCY VENTS
MALE NIPPLE FROM INNER THRU OUTER WALL
29 3" VAPOR ADAPTOR-EMCO WHEATON #AOO76
30 6" HALF COUPLING THRU OUTER SHELL ONLY
GALVANIZED CONDUIT
43
49
E~PLOSION PROOF JUNCTION BOX
3,3 `3/4" SEAL OFF
34
STEEL PIPE STUB WELDED TO SUMP (INSTALL 4"¢
RUBBER CAP W/ STAINLESS CLAMPS IN
INTERSTITIAL MONITORING PIPE
THROUGH OUTER WALL
UNUSED STUBS)
ANCHORING DETAIL
STORAGE VOLUME COMPUTATIONS
DIKE SIZE:
lT-lO"xlO'-lO"x4'-8" = 901.5 Cu. FL
901.5 Cu. Ft. x 7.48 GAL./ Cu, Ft. ~ 6,74~.2 GALLONS
REQUIRED CAPACITY=
5,000 x 1,1 -~ 5,500 GALLONS
6,743.2 > 5,500 (O.K)
TANK GROUNDING DETAIL
NJ,S,
ELEVATION-SECTION D-D
PROP. STP SUMP -
BEE DETAIL ~
PLAN VIEW-SECTION E-E
PIPING TRANSITION SUMP DETAII,S
SCDHS JOB No. HM09-091
FACILITY REGISTRATION No. 10-0037
FILE REFERENCE No. 1360g
$CDHS APPROVAL
PIPING TRANSITION SUMP
(SEE DETAIL THIS SHEET)
g'-o" DIA (OUTER TANK)
10'-10" (DINE)
RIGHT SIDE ELEVATION( )
410 JERICHO TURNPIKE
SUITE 105
JERICHO, NY 11753
(516) 433-4320 FA~. (516) 433~4364
ALL PHASES OF ENGINEERING DESIGN,
CODE CONSULTING, ZONINO ANALYSIS &
BID SPECIFICATION
WWW.HighPomtEnglnecfing.com
CHRIS M TARTAGLIA
ALTERATION ON THE DRAWING AND/OR IN THE
SPECIFICATIONS. (NYS EDUCATION LAW SECTION
720g-2)
BREWER STIRLING HARBOR MARINA
1410 MANHASSET AVENUE
GREENPORT, NY 11944
DISTRICT: 1001
SECTION: 03
BLOCK: 01
LOT: 01
~LE.' AS SHOWN
2/28/09
5,000 GALLON GASOLINE
STORAGE TANK/
PIPING/ SUMP DETAILS
ABOVEGROUND 5,000 GALLON
WALL STORAGE TANK W/
SCALE: 1/2"=1'-0"
DOUBLE
DIKE
OF 4.
LOW VOLTAGE
PROBE WIRING
LINE VOLTAGE TO
PUMP CONTROL
PANEL
~SEE NOTE
A: STP SUMP LATERAL SECTION
NOTE: REFER TO DETAIL D FOR ACTUAL DISCHARGE PIPE EXIT DIRECTION
TANK LEVEL
MONITOR
LINE VOLTAGE TO
PUMP CONTROL
PANEL
4"Dx6" LONG PIPE STUB
WELDED TO SUMP COLLAR
OF S)
TANK
4"¢ RUBBER CAP
0 UNUSED PIPE
STUB (TYP. OF 2)
LOW VOLTAGE PROBE
WIRING TO LEAK
DETECTION PANEL
B: STP
PIPING TO
DISPENSER
SUMP HORIZONTAL SECTION
PLAN VIEW
~GC TO INSTALL LAMINATED ALUMINUM
LABEL TO DEPICT INFO. REQUIRED PER
NYSDEC CODE (SEE DEC NOTE)
C: DETAIL OF DEC REQUIRED TANK
LABEL MOUNTED TO FILL RISER
DEC NOTE:
DEC LABEL TO DEPICT THE FOLLOWING INFORMATION
(FILL IN BLANKS AS DEPICTED BELOW:
"TANW II,K;F,AI I Ek~ CERTIFIES THAT THIS TANK
WAS INSTALLED ACCORDING TO NYS DEC PBS
REGULATION 6 NYCRR PART 614. THIS TANK WAS
MANUFACTURED ON I)/~.iF BY bH, IIIrr ,"( ]IH i-r~
(MODEL # . GALLON; UL #1316) REFER TO THE
MANUFACTURER'S TANK WARRANTY LIST FOR % OF
VOLUME OF PETROLEUM ADDITIVES THAT MAY BE STORED
WITHIN THIS TANK"
LEADER CABLE
CORD GRIP
MOUNTING BRACKET ~
RIGID ELECTRIC
BRACKETS
3/4" FLEX ENTRY
JUNC~ON BOX
SLEEVE
WALL STP OR
UNDER 01SPENSER SUMP)
D: VEEDER ROOT SUMP
PROBE MOUNTING DETAILS
PNEUMERCATOR
LCIOOO HIGH LEVEL
AIJ~RM MOUNTED TO
VENT RISER FACING
FILL PORT
OALV. VENT RISER
12"
WARNING ~
WHEN ALARM SOUNDS
TANK IS FULL
lDO NOT OVERFILL
~--iVERFILL ALARM SIGN
E: GASOLINE TANK: OVERFILL ALARM/ SIGN
ATTACHED TO VENT RISER DETAIl,
20 FT, 20 FT,
(GM) (GM)
(0,5 M) ',~J~' ~'~,l · (0.5 M) (0,5 U}
/
ELECTRICAL CLASSIFICATIONS ~ DISPENSING AREA PER NFP^
NOT TO SCALE
TO LEAK
DETECTION
PANEL
]
FROM HOSE REEL
1
TO HOSE REEL
SEE PROBE MOUNTING
THIS SHEET
MATERIAL SCHEDULE
COMPARTMENT DIKE
24"¢ X 24"H CONTAINMENT SUMP
0 MANWAY W/ BOLTED LIB
3/4" RIGID CONDUIT
DOUBLE POPPET IMPACT VALVE
OPW f~lOBHMP-5830
DISCRIMINATING SUMP SENSOR.
VEEDER-ROOT #794380-522
t'Ixl-1/2" RUBBER REDUCER W/
VALVE - OPM CRAS,gxl.8
¢"x3" RUBBER REDUCER W/ AIR VALVE
~,ND STAINLESS STEEL CLAMPS -DPM
RAS,9 X 3.0
GALVANIZED STEEL PRIMARY PIPING
~" FRP PIPE - AMERON DUALOY 30OB/ L -
APPLY U/V RESISTANT EPOXY COATING TO ALL
FRP PiPiNG
DISPENSER (EXIST. TO BE REINSTALLED)
5/4" FLEXIBLE ENTRY BOOT-OPM ~4S-1.1
3/4" THREADED BULKHEAD FITTING
WELDED TO SUMP COLLAR
VEEDER ROOT TANK LEVEL GAUGE #MTG-B
NOZZLE OPW OR CATLOW
JUNCTION BOX - CH GUP215
SEAL OFF - CH EYD2
¢"¢ GALVANIZED STEEL PIPE
I-1/2" CALVANIZED STEEL ELBOW
GALVANIZED STEEL TEE
3WIVEL - OPW
HOSE
E VALVE MORRiSON BROS.
-1/2" EXPLOSION PROOF ELECTRICAL
SOLENOID ANTI-SIPHON VALVE (NORMALLY
WIRED TO OPEN UPON ACTIVATION OF
CLOSE WHEN STP TURNS OFF
4" CAP W/ PROBE WIRE FITTING
I-1/2 HP STP - RED JACKET
DISCR[MINATINO TANK SUMP SENSOR,
VEEDER-ROOT #794580-352
3'x3' STAINLESS STEEL FORMED
CONCRETE ISLAND
1-~/2" FULL PORT JOMAR BALL
VALVE 200 PSIG WOG
MECHANICAL LINE LEAK DETECTOR
24"
ANCHOR BOLTS
MxM SWIVEL FLEX CONNECTOR
FS MS, W/ HEAT SHRINK
ENT BOOT-BY FLEX-lNG #YJHS05
)ISPENSER SUMP - OPW
3RDER TO MATCH DISPENSER)
->"xt-1/2"B 90' REDUCING ELBOW GALV.
BLACK IRON ~ DIESEL
PIPE NIPPLE (GALV. ~ GASOLINE/
BLACK IRON ~ DIESEL)
2" FEMALE FRP TO MALE NPT ADAPTOR
5" FLEXIBLE ENTRY BOOT-OPM #BS-3.6
2"¢ FIBERGLASS PIPE-AMERON DUALOY 3000/L
3"¢ FIBERGLASS PIPE-AMERON DUALOY 3000/L
~2"4~'~X~y4DUCER W/ AIR VALVE - DPM~/
DISPENSER SUMP STABILIZER MOUNTING BAR /
ELEVATION
ANCHOR BOLT MOUNTING FLANGES
-- PIPING UNIION
DOCK BOARDS
BULKHEAD
PEA GRAVEL~-~-~
DOUBLE WALL
PRODUCT LINE
SEE PROBE MOUNTING
THiS SHEET
SECTION A-A
F: DISPENSER DETAIL
SCDHS JOB No. HM09-09I
FACILITY REGISTRATION No. 10-0037
FILE REFERENCE No. 1360~
SCDHS APPROVAL
410 JERICHO T~RNPIKE
SUITE 105
JERICHO, NY 11753
(516) 4334320 FAX: (516) 433-4364
ALL PHASES OF ENGINEERING DESIGN,
CODE CONSULTING. ZONING ANALYSIS &
BID SPECIFICATION
WW~V.HighPoint Engineermg.com
CHRIS M TARTAGLIA
NEW YORK UCENSE No, 078209
THE EDUCATION LAW OF THS STATS OF NSW
YORK PROHIBITS ANY PSRSON ALTERING
ANYTHING ON THESS DRAWINGS AND/OR THE
ACCOMPANYING SPECIFICATIONS, UNLSSS IT IS
UNDSR THE DIRSCT~ON OF A LICENSED
PROFESSIONAL ENGINEER, WHSRS SDCH
ALTSRATIONS ARS MADS, THS PROFSSSIONAL
SNGINSER MUST SIGN AND SEAL. DATE AND
DESCRIBE THS FULL EXTENT OF THE
ALTERATION ON THE DRAWING AND/OR IN THE
SPECIFICATIONS. (bi*CS EDUCATION LAW SSCTION
7209-2)
BRBWER STIRLING HARBOR
1410 MANHASSET AVENUE
GREENPORT, NY 11944
MARINA
DISTRICT: 1001
SECTION: 03
BLOCK: 01
LOT: 01
ZN~' 2/2B/09
TANK SUMP/ DISPENSER
SUMP DETAILS
REV, 3 OF 4