HomeMy WebLinkAbout37163-ZTown of Southold Annex
P.O. Box 1179
54375 Main Road
Somhold, New York 11971
CERTIFICATE OF OCCUPANCY
6/11/2012
No: 35746
Date:
6/11/2012
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
FUEL TANKS
2275 Naugles Drive, Mattituck,
Sec/Block/Lot: 99.-4-23
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
3/26/2010 pursuant to which Building Permit No. 37163 dated 4/24/2012
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:
gas tank replacement as applied for.
The certificate is issued to
Charles & Maureen Caraffis
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
37163 ~ 5/25/12
l - - - A~horize--qa ~gnaiur~
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 37163
Permission is hereby granted to:
CHARLES CARAFTIS
Date: 4/24/2012
PO BOX 78
MATTITUCK, NY 11952
To:
INSTALLATION OF A GAS TANK AS APPLIED FOR.REPLACES EXPIRED B.P. # 35445
At premises located at:
2275 NAUGLES DR MATTITUCK
SCTM # 473889
Sec/Block/Lot # 99.-4-23
Pursuant to application dated
To expire on 10/24/2013.
Fees:
3/26/2010 and approved by the Building Inspector.
PERMIT RENEWAL
$125.00
$50.00
$175.00
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. 35445 Z
Date APRIL 7, 2010
Permission is hereby granted to:
CHARLES CAR3kFTIS
PO BOX 78
MATTITUCK,NY 11952
for :
INSTALLJkTION OF A GAS TANK AS APPLIED FOR
at premises located at 2275
County Tax Map No. 473889 Section 099
pursuant to application dated MARCH
Building Inspector to exq~ire on OCTOBER
NAUGLES DR
M3kTTITUCK
Block 0004 Lot No. 023
26, 2010 and approved by the
7, 2011.
Fee $ 250.00
ORIGINAL
Rev. 5/8/02
Town Hall Annex
54375 Main Road
P.O. Box I 179
Southold, NY 11971 0959
Telephone (631 ) 765-1802
Fax (631) 765-9502
ro.qer, richert~town.southold.ny us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
ssued To: Mattituck Fishing Station
~,ddress: 2275 Naugles Dr City: Mattituck St: NY Zip: 11952
3uilding Permit #: 37163 Section: 99 Block: 4 Lot: 2::
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
3ontractor: DBA: Glens Electric of El Inc License No: 4770-me
SITE DETAILS
Office Use Only
Residential ~ Indoor ~ Basement ~ Service Only ~
Commerical 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 NC Condenser Single Recpt
Sub Panel NC Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Other Equipment:
Ceiling Fixtures [~ HID Fixtures
Wail Fixtures I I Smoke Detectors
Recessed Fixtures~] CO Detectors
Fluorescent Fixture ~ Pumps
Emergency Fixtures[~ Time Clocks
Exit Fixtures b_d TVSS
1-above ground gas storage tank and I gas dispencing pump, to include all requir,
disconnects and alarms, bonding and explosion proof fittings
Notes:
Inspector Signature:
Date: May 25 2012
81-Ced Electrical Compliance Form.xls
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
~C~FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE&CHIMNEY [ ] FIRE SAr.' ~ I~ INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] .RE RESISTANT FENETRATI0N
REMARKS: /~~-~--' ? ~ ~
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 CONSTRUCTIOI~ [ ] ~IRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH)
REMARKS:
[ ] ELECTRICAL (FINAL)
DATE /~~////~ INSPECTOR ~~ .~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ~,~,ELECTRICAL (FINAL)
REMARKS:
DATE
INSPECTOR~~~---~'
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown. NorthFork. net
Examined ,20__
PERMIT NO.
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
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Storm-Water Assessment Form
Contact:
Approved ,20__ Mail to:
Disapproved a/c
Phone:
Expiration
sets
Building Inspector
~--'~'~ _ ~,/' 9h'~[3 /~I~PPLICATION FOR BUILDING PERMIT
~;e°.~ePleet~lcYorfidll~dg tm ~cYhteYdPue:eW.riter or in ink and submitted to the Building Inspector with4
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
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.
fi 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 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.
Mattituck Fishing Station
(Signature of applicant or name, if a corporation)
2275 Naugles Drive, Mattituck, NY 11952
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Owner
Name of owner of premises Charles & Maureen Caraftis
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
Charles Caraftis
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
2275 Naugles Drive
Mattituck
House Number Street
County Tax Map No. 1000 Section
Subdivision ---
99
Hamlet
Block 4
Filed Map No. ---
Lot 23
Lot --
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Marina
b. Intended use and occupancy Same as above
3. Nature of work (check which applicable): New Building ---
Repair --- Removal --- Demolition ---
4. Estimated Cost $50,000
5. If dwelling, number of dwelling units Nlq
If garage, number of cars N/A
Addition --- Alteration '-
Other Work3.000 gallon above ground gasoline tank installation
(Description)
Fee $250.00
(To be paid on filing this application)
Number of dwelling units on each floor N/A
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Commercial - Marina
7. Dimensions of existing structures, if any: Front N/A
Height N/A Number of Stories N/A
Rear N/A .Depth N/A
Dimensions of same structure with alterations or additions: Front N/A
Depth N/A Height N/A Number of Stories N/A
Dimensions of entire new construction: Front 5'-10" Dis Tank Rear 5'-10" Dis Tank Depth
Height 5'-10" Number of Stories N/A
9. Size of lot: Front 801.72
10. Date of Purchase
Rear N/A
18'-7"Tank
6/14/1991
Rear 477.59 _Depth varies
Name of Former Owner John Caraftis/(~
11. Zone or use district in which premises are situated M2
12. Does proposed construction violate any zoning law, ordinance or regulation? YES __
NO ¥
13. Will lot be re-graded? YES__ NO ¥ Will excess fill be removed from premises? YES__ NO__
2275 Naugles Drive,
Maltituck, NY 11952
14. Names of Owner of premisesCharles Caraftis Address. 410 Jeflcho Turnpike, Suite 105 _Phone No. (631) 298-8399
Name of Architect High Point Engineering- Chris Tartaglia Address J.,o,o,u¥,~s3 Phone No 516.433.4320
Address C~m.ck, Nv 11725 PhoneNo. 631-864-4200
Name of Contractor Phoenix Environmental Technologies 57 Mall Ddve
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 REQUIRED.
b. ls this property within 300 feet ora tidal wetland? * YES ¥ NO
* 1F 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 4'
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Charles Caraftis being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Owner
(Contractor, Agent, Corporate Officer, etc.)
3f 3a~d z;;'nzr c,r ;w.';zr3, 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 true 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.
Sworn to before me this
,21 dayof I~,r~ 20
Notary Public
DIANA DAVIES
Notary Public, State of New
No, 01DA4915657
Qualified in Suffolk County
Commission Expires Dec. 21, 20/~
Signature of Applicar[t
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD, NEW YORK
PERMIT NO. 7238 DATE: FEBRUARY 24~ 2010
1SSUED TO: MATTITUCK FISHING STATION
PROPERTY ADDRESS: 2275 NAUGLES DR., MATTITUCK
SCTM#99-4-23
AUTHORIZATION
Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of
Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on
Februatw 24~ 2010 in consideration of application fee in the sum of $250.00.paid by Mattituck Fishing
subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees
and permits the following:
Wetland Permit to remove (1) 3,000 gallon single wall fiberglass gasoline UST,
install (1) 3,000 gallon double wall steel UL #2085 Fire Rated A.S.T. with new piping
dispensers along bulkhead, and as depicted on the site plan prepared by High Point
Engineering dated September 14, 2009.
IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of this date.
TERMS AND CONDITIONS
The Permittee, Mattituck Fishing Station, 2275 Nau~les Dr., Mattituck NY, as part of the
consideration for the issuance of the Permit does understand and prescribe to the following:
That the said Board of Trustees and the Town of Southold are released from any and all
damages, or claims for damages, of suits arising directly or indirectly as a result of any
operation performed pursuant to this permit, and the said Permittee will, at his or her own
expense, defend any and all such suits initiated by third parties, and the said Permittee
assumes full liability with respect thereto, to the complete exclusion of the Board of
Trustees of the Town of Southold.
That this Permit is valid for a period of 24 months, which is considered to be the estimated
time required to complete the work involved, but should circumstances warrant, request for
an extension may be made to the Board at a later date.
That this Permit should be retained indefinitely, or as long as the said Permittee wishes to
maintain the structure or project involved, to provide evidence to anyone concerned that
authorization was originally obtained.
That the work involved will be subject to the inspection and approval of the Board or its
agents, and non-compliance with the provisions of the originating application may be cause
for revocation of this Permit by resolution of the said Board.
That there will be no unreasonable interference with navigation as a result of the work
herein authorized.
That there shall be no interference with the right of the public to pass and repass along the
beach between high and low water marks.
That if future operations of the Town of Southold require the removal and/or alterations in
the location of the work herein authorized, or if, in the opinion of the Board of Trustees,
the work shall cause unreasonable obstruction to free navigation, the said Permittee will be
required, upon due notice, to remove or alter this work project herein stated without
expenses to the Town of Southold.
That the said Board will be notified by the Permittee of the completion of the work
authorized.
That the Pennittee will obtain all other permits and consents that may be required
supplemental to this permit, which may be subject to revoke upon failure to obtain same.
New York State Department of Environmental Conservation
50 Circle Road - SUNY, Stony Brook, New York 11790-2356
Telephone {516) 444-0365
Facsimile (516) 444-0360
Alexander B. Grannis
Commissioner
LETTER OF NON JURISDICTION -TIDAL WETLANDS
Date: March 5, 2010
Mr. Charles Caraftis
Mattituck Fishing Station
PO Box 1404
Mattituck, NY 11952
1-4738-00401/00007
Mattituck Fishing Station
2275 Naugles Drive, Mattituck
SCTM No. 1000-99-4-23
Dear Mr. Caraftis:
Based on the information you have submitted, the New York State Department of EnvirorLmental
Conservation has determined that the property landward of the functional bulkhead greater than 100
ft. in length and constructed prior to 8/20/77, as shown on the survey prepared by Edward W. Young
on 7/6/71, is beyond Article 25 jurisdiction.
Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part
661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no
construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands
jurisdictional boundary, as indicated above, without a permit. 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 which may result from your
project. Such precautions may include maintaining adequate work area between the tidal wetland
jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a
temporary fence, barrier, or hay bale berm.
Please be further advised that this letter does not relieve you of the responsibility of obtaining
any necessary permits or approvals from other agencies.
Very truly yours,
George W. Hammarth
Permit Administrator
cc: High Point Engineering, 410 Jericho Turnpike, Suite 105,
Marine Habitat Protection, NYSDEC
File
DMG
Jericho, NY 11753
PERMIT TO CONSTRUCT
Toxic and/or Hazardous Material Storage Facility
Suffolk County Department of Health Services
Linda Mermelstein, M.D., M.P.H., Acting Commissioner
SCHDS REFERENCE # 13583
SCHDSREGISTRATION # 10-007
SCHDS PLAN # HM09-245
Date of Issuance: December 7, 2009
Permit Expiration Date: December 7, 2010
FACILITY NAME & ADDRESS:
Mattituck Fishing Station
2275 Naugles Dive
Mattituck, NY 11952
Your Apphcation for Permit to Constract a Toxic or Hazardous Material Storage Facilities for the above
referenced site has been reviewed for compliance with Articles 7 & 12 of the Suffolk County Sanitary Code.
The application has been approved. The items listed below and on the back of this Permit are conditions of this
Permit and have to be observed during construction:
A copy of the approved plan must be kept at the construction site. A copy of this permit must be kept
on display at the facility during construction.
Safe construction practices must be followed during the installation of the storage facility(s).
The storage facility(s) must be constructed in accordance with the approved plan. Any changes in
design, materials or use requires prior written consent of both the design professional and the Office
of Pollution Control. The changes have to be submitted in a form that is acceptable to the Office of
Pollution Control. The contractor and/or design professional is required to inform the owner that the
changes are being made.
The Office of Polhition Control has the right to inspect this installation at any time to verify its being
constructed in compliance with this permit.
The Office of Pollution Control must be contacted at 854-2523 at least 2 business days prior to commencement
of any work to arrange for the required construction inspections.
Contact the local building department and/or fire safety enforcement office for any additional requirements that
may apply to your project.
The storage facility cannot be placed into service until the Office of Pollufion Control performs all
required installation inspections and issues an interim permit to operate.
The Office of Polhition Control reserves the right to revoke this permit as allowable by law.
ISSUED BY:
~nnv' ntal Engineering
Office of Pollution Control
Division of Environmental Quality
THIS PERMIT IS VALID FOR THE FOLLOWING
STORAGE FACILITIES ONLY
SCDHS # LOCATION VOLUME CONTENTS
5 Above / Out 3,000 Gals. Gasoline
NOTE
For up to 90 days a~ter the Permit to Construct expires, the permit is renewable. The job file will remain open for
that period. If the Office of Pollution Control does not receive a renewal application with the appropriate fees within
the 90 days, the file will be closed and a new application for a Permit to Construct will have to be filed if the job is
to be re-opened. All applicable filing fees will once again become due and payable.
Issuance of this permit does not supersede any existing agreements with, or mandates by, the
Office of Pollution Control or any other government agency. The construction period does not
supersede any existing compliance dates agreed to, or mandated by, the Office of Pollution Control
or any other government agency. Issuance of this permit does not authorize the use of the storage
facility(s) that are in violation of the Suffolk County Sanitary Code or any other government code.
Special Conditions:
'2012 87:41 631-854-25B5 SC POLLUTION CONTROL PAGE Bi/BI
Interim Permit to Operate
Suffolk County Department of Health Services
James Tomarken, MD, MPH, MBA, MSW
Commissioner
Article XH Hazardous Material Storage
FACILITY REFERENCE 13583
SCHDS REGISTRATION # 10-0007
SCDHS pLAN #
Date of][ssuaoee:
ItM09~245R4
05/24/2012
FACILITY NAME & ADDRESS:
OWNER NAME & ADDRESS:
Mattituek Fishing Station
2275 Naugles Road
Matt/tuck, ,NY 11952
Mattituck Fishing Stat/on
P.O. Box 1404
Mattimck, NY 11952
STORAGE FACILITY
VOLUME CONTENTS
STORAGE FACILITY # (Gallon)
$ 3,000 Gasoline
The above listed Storage Facility(s) have been approved, inspected and built according to the requJremeats
of Article XII of the Suffolk County Sanitary Code. For a site with an e~stmg Permit to Operate this
permit is to be posed next to it and will exgire at the same tune. For newly regulated sites this pe~rai~
remains valid for four month~ or until a "P~l~lit to Operate" is received, wb. ichever comes fir~. The
Depar~nent reserves the right to revoke this permit if the site is found to be in violation of County code, In
addition, the operator of the facility gives the Department the fight to inspect this installation at any time to
verify its operation is in compliance with its permit design. This permit must be kept on d/splay in a public
area at the facility.
The Storage Facility(s')' may be placed into s~rvlee provided that all necessarj perm!tti.ng, inspection, ...
and other regO]atO .~y. ~.qgirements of to~n village anc~ alt other ~.unig~paliti.es, h. avlng juri~didfion,
have been satist'~d.' Thi~-i~'elades, but ls nat gimlted to, ~eeting..al! loc~t]~ b~ildlng code, 'z6ning,
fire safety reqnirem~nt.% -
ISSUED BY:
As,iataat Public Health Engineer
Bureau of Env/ronrnentaI El~ne~ng
Office of Pollution Control
Division of Environmental Quality
High Point Engineering
410 Jericho Turnpike
Suite 105, Jericho, NY 11753
Website: ww w.HighPointEngineering.com
Phone: (516) 433-4320
Fax: (516) 433-4364
email: in fo (~' highpointe n gineerin g.com
TRANSMITTAL
Via:
To:
Hand Delivery []
U.S. Mail []
Town of Southold Building Department
Town Hall Annex Building
54375 Route 25
Southold, NY 11971
Enclosures:
Quantity Date No~
9/14/09 PT-1 to PT-3 of 3
12/7/09 HM09-245
2/24/10 7238
3/5/10 ---
3/24/10 15925
9/14/09 PT-I to PT-3 of 3
FedEx Standard Overnight []
Date: March 25, 2010
Re:
Building Permit
Mattituck Fishing Station
2275 Naugles Drive
Mattituck, NY 11952
Project # PHOE09-05
Description
Pump and Tank Plan Package
SCDHS Permit to Construct
Board of Trustees Wetland Permit
NYSDEC Letter of Non-jurisdiction
Check for $250.00
Copy of SCDH~
Pick Up []
Comments:
Enclosed please find the above referenced documents for your review in issuing a building permit.
Please contact our office with any questions or concerns you may have.
Signed: K~ghl~~
cc: Mike Gomez, Phoenix Environmental, letter only (via facsimile)
P:\!PROJECT DIRECTORY\Phoenix Env~PHOE09 05 Maniluck~Letters, faxes, etc\TransmittaI-Southold-DOB 3-25 10doc
High Point Engineering
410 Jericho Turnpike
Suite 105, Jericho, NY 11753
Website: ww w.HighPoimEnginecring.com
Phone: (516) 433-4320
Fax: (516) 433-4364
email: in fo (a': highpoinlenginccrin g.com
TRANSMITTAL
Via: Hand Delivery []
U.S. Mail []
FedEx Standard Overnight []
Pick Up []
To:
Town of Southold Building Department
Town Hall Annex Building
54375 Route 25
Southold, NY 11971
Date: July 27, 2010
Attn:
Michael Verity
Building Department
Re:
Building Permit # 35445Z
Mattituck Fishing Station
2275 Naugles Drive
Mattituck, NY 11952
Project # PHOE09-05
Enclosures:
Quantity Date No~ Description
I 4/7/10 35445Z Building Permit
4 7/19/10 SD- 1 Tank Slab Detail
, . JUl 27 20~0
Comments: [
Bi I)G DEPI,
Enclosed please find the above referenced plans for your review in ame~ ling the tank slab details pertaining to
the existing Building Permit for this location. Please mail all approved amended documents to High Point
Engineering.
Please contact our office with any question, s or concerns you may have.
Signe~ Chrrs Tartaglia - ~j
cc: Mike Gomez, Phoenix Environmental, letter only (via facsimile)
\\Hpesvngl\public\!PROJECT DIRECTORY~Phoenix Env~PHOE09-05 Mattituck\Letters, faxes, elc\Transmittal-Southold-DOB 7 26.10.doc
High Point Engineering
521 Conklin Street
Farmingdale, NY 11735
Website: www. HPEng.com
Phone: (516) 77%4320
Fax: (516) 777-4321
Email: in fo (~HPEng.com
TRANSMITTAL
Via: Hand Delivery []
U.S. Mail []
FedEx Standard Overnight []
To:
Attn:
Enclosures:
Town of Southold Building Department Date:
Town Hall Annex Building
54375 Route 25
Southold, NY 11971
Building Department Re:
April 23, 2012
Building Permit Renewal
Mattituck Fishing Station
2275 Naugles Drive
Mattituck, NY 11952
Project # PHOE09-05
Quantity Date No~ Description
I --- 35445 Expired Building Permit
I 4/19/12 17429 Check in the amount of $175.00
comments:
Enclosed please find the above referenced documents for you~-~3~w in, rne6ne~g~ bu~permit
o wo k.
Please contact o~fice with any~uestions or concerns you m~y
Signed: ~/~~
Chris Ta~aglia ~
cc: Mike Gomez, Phoenix Environmental, letter only (~m f~i~il~
~ TOW~ Or SOUT~OLD
P:\!PROJECT DIRECTORY~Phoenix Env~PHOE09-05 Mattimck~Letters, faxes, etc\Transmittal-Southold-DOB 04.20 12 doc
Pick Up []
for this
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 119714)959
Telephone (631 ) 765-1802
Fax (631) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 29, 2012
Phoenix Environmental Technologies
57 Mall Drive
Commack, NY 11725
RE: Mattituck Fishing Station, 2275 Naugles Drive, Mattituck
NOTE: A letter of satisfaction from Suffolk County is required before the Certificate of Occupancy
can be issued.
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
__ Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of $50.00
__ Final Health Department Approval.
__ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
~ Trustees Certificate of Compliance. (Town Trustees # 765-1892)
__ Final Planning Board Approval. (Planning # 765-1938)
__ Final Fire Inspection from Fire Marshall.
__ Final Landmark Preservation approval.
__ Final inspection by Building Dept.
BUILDING PERMIT: 37163-Z Gas Tank
June 7, 20~2
Town Hall Annex
54375 Main Road
PO Box 1179
Southold, NY 11971-0959
RE:
Mattituck Fishing Station
2275 Naugles Drive
Mattituck, NY
To whom it may concern:
Please find enclosed Interim Permit to operate issued by The Suffolk County Department of
Health Services.
If you require additional information please contact me at your earliest convenience.
Thank you,
Michael Gom/ez
Phoenix Environmental Technology, Inc
57 MALL DRIVE ! COMMAOK / NEW YORK 11725 / 631'864o4200 / Fax 631o864o8494 / www. phoenixeti.com
BUILDING PERMIT EXAMINER CHECKI,IST *.Date Submitted: 3 r ~, -/0 Date Reviewed: ~'- ~--[0
~~'~ ~ f~ ~L'''/~' Estimated Cost~ ~ ~o. --
Property Address: ~ W~O ~~ CiW: ~~ Pre COs? ~
Building Permits (Open/Expired): BP ~ -Z / c/0 z- -- , Info: ~
BP__-Z / C/0 Z~ , Info: BP__-Z / C/0 Z- , Info: _.
Single & Separate Search Required? Y o~Determination:
REQ. Lot Size go) ooo ACT. Lot Size: I (ao~ ~°c7
REQ. Front ACT. Front REQ Side ACT. Side
REQ. Heigh[ ACT. Height
BP__ -Z / C/0 Z-__, Info:
BP -Z / C/0 Z-__ Info: _
REQ. Lot Coy.
REQ. Rear
ACT: Lot Coy.
PROP. Rear
Project D.e.scription:- ~ ~ ~,~ao ~ .,~ ~_~ .3ooo~
Waterfront?~3r N7 ~~b
Ify~, ~ater bo~dy: ~ - Panels Flood Zone: Bul~ead/~Distance: ~
~DITIONAL APPROVES
Suffolk Coun~ Health~r N - f~o~-g~
~fyes, *B~d~: ~ *Date: I~/~/t~*Perm~t~: ~/a-aOTTown Septic:
- If no, certfficatlon required~ Y ~N Received: Y or N By:
NYS DEC: PRE-DEC9/1/7: ~j~ O~ Date: / / _ Permit #:
Southold Trustees:~or N - Date: b~/3'~ lo Permit #:
Southold ZBA: Y oq~ Date: __/__/ Permit #:
Southold PLanning: Y o~) Date: / / Permit #:
Town Landmark C of A: Y or(~DTE:
or lq~rLetter - ~otes: .~-.5-- lo
'7'~--~ g or NJ Letter - Notes: ~
- Notes:
- Notes:
/ /__ *NYS CODE Compliance (page 2): Y or N
Fee Structure:
Calculation.'.
Foundation: SF 1, ( SF)- ( SF)= SFX $ =$
First Floor: SF + Initial Fee: $
Second Floor: SF + Addition.al Fee ( ): $
Other: SF 2. ( SF)- ( SF)= SF X $ =$
Total: SF + Initial Fee: $
+ Additional Fee ( ): $_
TOTAL: $
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Grountl Snow Load: ~.0
Weathering: Severe . .Frost Depth: 36" __
Design Temp: I1 __ · Ice Shield Underlay: YES ~
USE/OCCUPANCY CLASSn~ICATION:
HEIGtiTfFIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE
FULL FRAMING DESIGN ELEMENTS: Yfi',l
IlEAl)ERS: YfN WALL STUDS: Y/N
CEILING JOISTS: YiN FLOOR JOISTS: Y/Iq
LU'~[BER SPECIES AND GRADE: Y/N
Wind Speedl 120MPH__ Seismic Design CategoryiB
Termite: M~H Decay:
..
Flood Hazards:
GIICD ERS: YiN
ROOF IL417TERS: ¥/N
WINDOW AND DOOR SCHEDULE:
NIISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N ~
LIGHT 8%: Y/N
XrENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAG1LAI, A: Y/N
LOCATION OF FITLE PROTECTION EQUIlVMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: YfN
ENERGY CALCS: Y/N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
g
0
22' 0" (DIKE) 4'-6" ] ' 0'l
28' 6" (EONE PAD)
(3 o
Z
PLAN VIEW
LOW VOLTAGE
TO BUILDING
LINE VOLTAGE
FOR STP TO
BUILDING
TANK ANCHOR - TYP, A
PLACES SEE TANK
ANCHORING DETAIL-THIS
SHEET
ANCHOR
POINT
I I I
3,500 PSI REINI
CONC SLAB
#3 BARS @ 12"
0 C EACH WAY
18' 0" (INNER TANK)
18' 7" (OUTER TANK)
2
ANCHOR TAB
COMPACTED
GRAVEL OR RCA
4' 11!"
2
C~ ANCHOR POINT
GROUNDING ROD
FRONT ELEVATION
1/2" THICK HOLD DOWN LUG
WELDED TO DIKE - SUPPLIED
BY TANK MANUFACTURER
1" EYEBOLT
1" TURBUCKLE WITH
JAW/JAW ENDS
TANK DIKE WALL
TANK DIKE FLOOR
1" EYENUT
ANCHOR BOLT
~REINFORCED 5,500 PSI
CONC TANK SLAB
OCEW (T & B)
TANK
4
4
HOOK UNDER REBAR
AN CHORIN(,,/SLAB
DETAIL
NOTE
ALL HARDWARE TO BE GALVANIZED AND HAVE
A MINIMUM 10,000 LB WORKING LOAD LIMIT
TANK ANCHOR TYP 4
PLACES-SEE TANK ANCHORING
D~TAIL THIS SHEET
5' 10" (ObTER TANK)
3'9" 3'9"
8' 0.l (DIKE)
3,,
COMPACTED
GRAVEL OR RCA
SIDE ELEVATION
HIGH ""
POINT
ENGINEERING
410 JERICHO TURNPIKE
SUITE 105
JERICHO, NY 11753
(516) 433-4320 FAX: (516) 433-4364
ALL PHASES OF ENGINEERING DESIGN,
CODE CONSULTING, ZONING ANALYSIS &
BID SPECIFICATION
WW W.High PointEngineering.com
CHRIS ~ ~GLIA
20FES~
PROFESSIONAL ENGINEER
NEW YORK LICENSE NO 078209
THE EDUCATION LAW OF THE STATE OF NEW
YORK PROHIBITS ANY PERSON ALTERING
ANYTHING ON THESE DRAWINGS AND/OR THE
ACCOMPANYING SPECIFICATIONS, UNLESS IT IS
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER WHERE SUCH
ALTERATIONS ARE MADE, THE PROFESSIONAL
ENGINEER MUST SION AND SEAL, DATE AND
DESCRIBE THE FULL EXTENT OF THE
ALTERATION ON THE ORAWING AND/OR IN THE
SPECIFICATIONS (NYS EDUCATION LAW SECTION
7209-2)
MATTITUCK FISHING STATION
2275 NAUGLES DRIVE
MAI~ITUCK, TOWN OF SOUTHOLD,
SUFFOLK COUNTY, NY 11952
DISTRICT: 1000
SECTION: 99
BLOCK 4
LOT 2.3
AB SHOWN
~T 7/19/10
:':: 3
SLAB DETAIL
REV
OF 1
4 ~'~' .a ,~ 4 ,~ '~ ,~ ' 4
O,,FRFIO~ RPE TC
~ Go ~ :,,o : '"'"'"'"'"'"' '" '"'" '"' '"
I STRUCT~ RE/ SUPPORT
~2' o" (~l~E) ~' 6"
28' 6" (CONC PAD)
:1
PLAN VIEW
SCALE l/£"=l' 0'
LOW VOLTAGE
TO BUILDING
LINE VOLTAGE
FOR STP TO
BUILDING
TANK ANCHOR - TYP 4
pLACES SEE TANK
ANCHORING DETAIL-THIS
SHEET
I6,,
Z
5,500 PSI REINF' #30 cBARSEAcH@ WAy12"
CONC BLAB
I$'-0' (INNER TAhK)
/8'-7" (OUTER TABK)
ANCHOR TAB
COMPACTED
GRAVEL OR RCA
23' 0" 2
ANCHOR POINT · , f, ~' ANCHOR POINT
· 8 5 (C0NC SLAB)
2
· O
FRONT ELEVATION
GROUNDING ROD
1/2" THICK HOLD DOWN LUG
WELDED TO DIKE SUPPLIED
BY TANK MANUFACTURER
1" EYEBOLT
1" TURBUCKLE WITH
dAW/dAW ENDS
TANK DIKE WALL
TANK DIKE FLOOR
1" EYENUT
1" ANCHOR BOLT
~REINFORCED $,500 PSI
CONC TANK SLAB
OCEW (T & B)
UNDER REBAR
TANK ANCHOR[NG/SLAB DE
N.T $
NOTE
ALL HARDWARE TO BE GALVANIZED AND HAVE
A MINIMUM IO,ODO LB WORKING LOAD LIMIT
O'~rRFIOW PIPE
TO D,KF .ROM
FILL ~OX 7
/
/
DETAIL THiS SHEET
5' 10" (OUTER TANK)
8' o" (D,KE)
COMPACTED
GRAVEL OR RCA
SIDE ELEVATION
HIGH '"
POINT
'ENGINEERING
410 JERICHO TUP. NPIKE
SUITE 105
JERICHO, NY 11753
(516) 433-4320 FAX: (516) 433-4364
ALL PHASES OF ENGINEERING DESIGN,
CODE CONSULTING, ZONING ANALYSIS &
BID SPECIFICATION
WWW.HighPointEngineedng.com
CHRIS
PROFESSIONAL ENGINEER
NEW YORK LICENSE NO 078209
THE EDUCATION LAW OF THE STATE OF NEW
YORK PROHIBITS ANY PERSON ALTERING
ANYTHING ON THESE DRAWINGS AND/OR THE
ACCOMPANYING SPECIFICATIONS, UNLESS IT IS
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER WHERE SUCH
ALTERATIONS ARE MADE, THE PROFESSIONAL
ENGINEER MUST S~GN AND SEAL, DATE AND
DESCRIBE THE FULL EXTENT OF THE
ALTERATION ON THE DRAWING AND/OR IN THE
SPECIFICATIONS (NYS EDUCATION LAW SECTION
7209 2)
MATTITUCK FISHING STATION
2275 NAUGLES DRIVE
MATTITUCK, TOWN OF SOUTHOLD,
SUFFOLK COUNTY, NY 11952
DISTRICT 1000
SECTION: 99
BLOCK 4
LOT' 25
TANK SLAB DETAIL
REV OF 1
N
S
REPUTED LOCATION OF ~
BLOCK
i
I
BUILDING
N84'48'20',W
O' ;ERALL PLOT
GRAPHIC SCALE
50 0 25 50
( IN FEET )
1 Inch = 50 fl,
CONC B OC~
BLDG
PLAN
API FILL PORT COLOR CODING
] ~ MID-GRADE UNLEADED GASOLINE
ORANCE ~) VAPOR RECOVERY
NUMERICAL LEGEND
10.5'
(rfP)
WORK AREA DETAIL PLAN
SCALE: C'=10'
NOTE: THERE ARE NO DRYWELLS, POTABLE WATER LINES OR SEPTIC
SYSTEMS PRESENT WlTBIN THE LIMITS DEPICTED ON THIS DETAIL PLAN
62.4' (TANK TO BULKHEAD)
GRAPHIC SCALE
10 0 5 I0
( IN FEET )
I inch -- 10 fl.
(TYP.)
EXiSr
FLOATING
DOCK
KEY MAP
NTS
GENERAL NOTES
DARED. 7/6/71
CITY
'-THEN
SCDHS FACILITY ID# 10-0007
SCDHS APPROVAL
~UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
BUREAU OF ENVIRONMENTAL ENGINEERING
APFROVALTO CONSTRUCT SCDHS JOB NO. H ~ 0 9
These plans and specification have been reviewed
and found to be in compliance with Suffolk County
Sar ,,tary Code requirements based upon information
sub niftsd by the applicant, This approval to construct
exp,res on ~I~-'-' ,Xil~/u
DEC 0 7 2009
',~ PPROVAL DATE REVIEW
HIGH,
POINT
ENGINEERING
410 JERICHO TURNPIKE
SUITE 105
JERICHO, NY 11753
(516) 433-4320 FAX. (516) 433-4364
ALL PHASES OF ENGINEERING DESIGN,
CODE CONSULTING, ZONING ANALYSIS &
BID SPECIFICATION
WWW,HighPoint Engineenng com
CHRIS M TARTAGLIA
PROFESSIONAL ENGINEER
NEW YORK UCENSE No. 078209
7209-2)
MATTITUCK FISHING STATION
2275 NAUGLES DRIVE
MATTITUCK, TOWN OF SOUTHOLD,
SUFFOLK COUNTY, NY 11952
)ISTRICT: 1000
~CTION: 99
4
23
AS SHOWN /~£~ PHOEO~-05
9/14/09 D~ ~' PHOEOg -05-P 10
PUMP & TANK
SITE PLAN
REV
OF 5
DIKE STORAGE VOLUME COM 3UTATIONS
DIKE SIZE:
22'-O"xB'-O"x3'-2" = 557 33 Cu. Ft.
557.33 Cu. Fl × 7.48 GAL./ Cu. Ft ~ 4,16~ B GALLONS
REQUIRED CAPACITY-=
3.000 x 1 1 = 3,300 GALLONS
4,168 > 3,300 (O,K.)
36"¢ MANHOLE IN
4'xi'x 4" THICK
(~ CONC SLAB
FRANSITION SUMP
(SEE DETAIL THIS SHEET)
LOW VOLTAGE
TO
PANEL
LINE VOLTAGE
FOR STP TO
BUILDING
U
TANK ANCHOR - 1YP 4
PLACES-SEE DIKE ANCHORING
-DETAIL-THIS SHEET
DWFG PIPING TO
DISPENSER
~ OVERFLOW PIPE TO
DIKE FROM FILL
22' o" (D~KE)
2B'-6" (GONG PAD)
NOTE: CONTRACTOR TO
VERIFY STAIR
STRUCTURE/ SUPPORT
REQUIREMENTS AND
ANCHOR TO CONCRETE
SLAB AS NECESSARY
FOR PROPER SUPPORT
PLAN VIEW
LOW VOLTAGE ·
TO BUILDING
LINE VOLTAGE
FOR STP TO
BUILDING
LINE OF PRIMARY TANK
/ pLATE (l~p)
3500 P~I REI
CONC. SLAB
~3 BARS ~ 12"
0 C EACB WAY
7'-111"
2
18' 0" (INNER TANK)
18' 7" (OUTER TANK)
TANK ANCHOR I~'P, 4
PLACES-SEE DIKE ANCHORING
DETAIL-THIS SHEET
2
· 0
COMPACTED
GRAVEL OR RCA
(2) #3 BARS
HORIZONTAL-CONTINUOUS
AROUND HAUNCH PERIMFTER
ROD
ITEM
SIZE
2 -- TANK HEADS INNER 5/16" MILC CARBON STEEL
OUTER: 1/4" MILD CARBON STEEL
5 EMERGENCY VENT DEFLECTOR ASSR ELY
4
5
(~)- MATERIAL gCHEDULE
INNER/ OUTER TANK SHELL - 1/4" Mit CARBON SIEEL
OVERFILL PREVENTION VALVE OP~A #F STOP 1000
W/ #GIFT-0206 DROP TUBE
OMNTEC RA-I HIGH LEVEL ALARM
MOUNTED TO VENT
6 -- OMNTEC INTERSTITIAL SPACE PROBE #8X-PDWS
7 4" FILL ADAPTER AND CAP
8 - 3 GALLON FILL CONTAINMENT CEIAM ER W/
OVERFLOW PIPE 60NNECTEO TO DIKE PAINTED
PER APl STANDARDS
9 -- STAIR/ PLATFORM/ HANDRAIL
10 2" HALF COUPLING THRU OUTER SHEL ONLY
FRONT
11 WATERTIGHT MANHOLE FAIRFIELD #360WI
12 9'¢ x 6"H SADDLE SEAL WELDED TO TANK
13 2" FITTING THRU OUTER SHELL (FOR PLOWABLE
FILL FOR MFG ONLY)
14 24" MANWAY
15 4" OALV, NPT PCUG
t 6 2" OMNTEC TANK LEVEL GAUGE
17 - MANUAL TANK GAUGE MORRISON BROTHERS #818F
19 4" FEMALE COUPLING FROM INNER THRU OUTER WALL
2O
TANK SDMP (24"¢x24"H MANWAY EXTENSION
w/ STEEL BOLTED MANWAY LID)
21
3,,
DOUBLE WALL PIPING 2"¢ GALVANIZED STEEL PIPE
WITHIN 3"¢ AMERON DUALOY 3000/L PIPE COAT
EXTERIOR OF FIBERGLASS PIPING W~TH A U/V
HNHIBITINO EPOXY PAINT
ELEVATION
22
GALVANIZED STEEL RISER @ VAPOR RECOVERY
CONNECTION
23 2" PRESSURE VACUUM VENT CAP
24
25
26
3/4"
3,,
27
8oz EMERGENCY VENT ¢ INTERSTITIAL SPARE
- OPW# 202 SERIES EMERGENCY VENT
DIKE PUMP OUT PIPE W/' CAP
FRP CLAMSHELL FITTING W/ go' - 2' GALVANIZED
ELBOW INSIDE COAT EXTERIOR OF FIBERGLASS
PIPING WITH A U/V INHIBITING EPOXY PAINT
8oz EMERGENCY VENT ¢ PRIMARY LANK
OPW# 202 SERIES EMERGENCY VENTS
28 6" MALE NIPPLE FROM INNER TBRB ODTER WALL
29 3" VAPOR ADAPIOR-EMCO WHEATON #A0076
30 6" HALF COUPLING THRU OUTER SHELL ONLY
GALVANIZED CONDUIT
31
32
3/4"
33
XPLOSION PROOF JUNCTIQN BOX
SEAL OFF
34
4,,
PROVIDE PVC SLEEVE
CONCRETE FOOTING
TYPICAL
PIPING
TRANSITION
SUMP (SEE
DETAIL THIS
SHEET)
STEEL PIPE STUB WELDED TO SUMP (INSTALL 4"¢
RURBER CAP W/ STAINLESS CLAMPS IN NNUSED STUBS)
35 4" POPPEITED STAGE I VAPOR RECOVERY CONNECTION
W/ CAP EMCO WHEATON #AD099 333
36 2" GALV STEEL RISER
ANCHORING DETAIL
NTS
ROUNDED CONCRETE
AT TOP
4" DIA STEEL
POST FILLED
W/ CONCRETE~
37
CAP W/ PROBE WIRE FITTING
2*,
(TYP)
PIPE BOLLARD
COMPA(3 FED FILL
DI!:TAIL
OVERFLOW PiPE
TO DIKE FROM
FILL BOX
58 4" CAP W/ PROBE WIRE FITTING
39 4" 4"X2" GALVANIZED STEEL NPT REDUCER
40 4"x3" RE[)LJCER BOOT W/ STAINLESS STEEL CLAMPS
DPM# RA45x36
41 3" PiPE CAP SUMP @ END OF PUMP OUT PIPE
43 2" GALVANIZED NPT PLUG
49 2" INEERSTITIAL MONITORING PIPE
THROLIGH OIJTER WALL
8' 0" ([/IKE)
SIDE ELEVATION
SCALE 1/2 "= 1 0"
f
TANK GROUNDING DETAIL
B
ELEVATION-SECTION D-D
PLAN VIEW-SECTION E-E
PIPING TRANSITION SUMP DETAILS
SCDHS FACILITY ID# 10-0007
SCDHS APPROVAL
BUFF 3LK COUNTY DEPARTMENT OF HEALTH SERVICES
t~UREAU OF ENVIRONMENTAL ENGINEERJ~N.~
APPR.)VAL TO CONSTRUCT SCDHS JOB NO. ~ ~ 0 9
Thes( p~ans and specificalion have been reviewed
and f( und Io be in complienca with Suffolk Country
Sanitary Code requirements based upon in[ormatlon
submitted by the applicant. This approval to construct
expires on nr'~
~E xp~r'a~io~
DEC 0'~ 2009
APPROVAL DATE
XJaoyu Chen
Ass't Public Health Engineer
REVIEW ENGINEER
Il
.P_OINT
I[ I[:NGINEERING
410 JERICHO TURNPIKE
SUITE 105
JERICNO, NY 11753
(516) 433 4320 FAX. (516) 433-4364
ALL PHASES OF ENGINEERING DESIGN,
CODE CONSULTING, ZONING ANALYSIS &
BID SPECIFICATION
WWWHlghPotntEngln¢¢rmgcom
CHRIS M TARTAGLIA
THE EDUC~,TION LAW OF THE STATE OF NEW
YORK PROHISlTS ANY PERSON ALTERING
7209-2)
MATTITUCK FISHING STATION
2275 NAUGLES DRIVE
MATTITUCK, TOWN OF SOUTHOLD,
SUFFOLK COUNTY, NY 11952
DISTRICT: 1000
SECTION: 99
BLOCK: 4
LOT: 23
l illE/ PHOE09-05
/)/I/L 9/14/09 llffi; t' PHOE09-0B-P 10
BR£
ABOVEGROUND 3,000
GALLON DOUBLE WALL
STORAGE TANK W/ DIKE
/ TRANSITION SUMP
DETAILS
REV OF 5
LOW VOLTAGE
PROBE WIRING
LINE VOLTAGE 7G
PUMP CONTROL
PANEL
~SEE NOTE
BELOW
TO DISPENSE~
A: STP SUMP LATERAL SECTION
NOTE' PIPE ROUTING DIAGRAMMATIC IN THIS VIEW, RE ER TO DETAIL B FOR ACTUAL
UlSCHARGE PiPE EXIT DIRECTION
LOW VOLTAGE PROBE
WIRING TO LEAK
DETECTION PANEL
B: STP
LiNE VOLTAGE TO
PUMP (iONTROL
/PANEL
4"¢xfl" LONG PIPE STUB
WELDED 10 MANWAY
XTENSION SUMP (TYP OF 3)
TANK CC
4"¢ RUBBER CAP
O UNUSED PIPE
STUB (TYP OF 2)
IPING TO
,ISPENSER
LOW VOL/AGE
JUNCTION
(POSITIONED TO ALIGN
PROBE OVER SUMP
LOW POINT)
J/4" CONDUIT
SUMP HORI~0NTAL SECTION
SUMP SENSOR INSTALLATION NOTES:
C: OMNTEC
BOLTED TO J-BOX W/GALV
HARDWARE (TYP OF 2)
STAINLESS STEEL
CLAMP (TYP. OF 2)
~--J/4"GALV THREADED
CONDUIT CONNECTOR
OMNTEC PDS SERIES
PROBE/LOW POINT
OF SUMP
SUMP PROBi: MOUNTING DETAILS
(SEE PROBE MOUNTING
DETAIL, THIS SHEET)
D: DISPENSER ELEVATION./
SUMP SECTION
1" RAIN LIP
DISPENSER SUMP FRAME
ANCHOR BOET MOUNTING FLANGES
PIPING UNION
TO TANKS
SECTION
(SEE PROBE MOUNTING DETAIL, THISI~
SHEET/ SEE NOTE BELOW)
A-A AT DISPENSER
ISLAND
*NOIR PER SCDPS REQUIREMENTS MAINTAIN TEST BOOTS IN PLACE W~TH CLAMPS EIGHT TO PREVENT ANY FtOOO WATERS
ENTERING THE DISPENSER SUMP FROM ENTERING THE IAN~< SUMP TPROUGII PIPING INTERSNTIAL SPACE
MEASURE AND ADO MEASURE AND ADD
I I/2 "(AMERON) ~ 1 1/2 TM (A,MERON) ~
I I
3" - 45' FRP ELBOW
2".~ToFRP PRODUCTDisPENSE~RFIPE~ /~- ~ pC~ CAN CONTAINMENT..BUTT., TOOL FHFRSNELL
COUPLING 2 PC TEE 2 PC
CONTAINMENT SHELL APPROX, 3/4" CONTAINMENT SHELL CONTAINMENT SHELL 45' ELBOW SllELL
COUPLING SNELL TEE SItELL PRODUCT PIPE CROSSOVER
E: TYPICAL FRP PIPING DETAILS
ASPHALT (SEE PT 1
UNPAVED AREA
"~ 18" MIN,
DOUBLE WALL
PRODUCT PIPING
PAVED AREA,
10" MiN. (INCLUDINO 2"
MIN TUICK ASPHALT) OR
8" MIN (INCLUDING 4"
THICK CONC)
F: AMERON PIPE TRENCtt DETAIL
OMNTEC RA-1 HIGH
LEVEL ALARM
MOUNTEO TO VENT
RISER
WA[~MIN(; '
WIIEN AIAtFk,4 %q)LJP41)S
FA/qK IS FULL
~OVERFILL ALARM SIGN
G: OVEREILI~
TO
ALARM/ SIGN ATTACHED
VENT RISER DETAIL
NO O - MATERIAL SCHEDULE
~ ~.REO POWER STEEL TANK WITHIN
3OMPARTMENT DIKE
2 24"¢ X 24"H CONTAINMENT SUMP
3OLfED TO MANWAY W/ BOLTED LID
3 ~/4" RIGID CONDUIT
¢ )OUBLE POPPET IMPACT VALVE
)PW ~IOBHMP-SB30
5 1/2"X12" MxM SWIVEL FLEX CONNECTOR -
4OSEMASTER FS MS. W/ HEAT SHRINK
2ONTAINMENT BOOT-BY FLEX-lNG /~YJHS03
6 NOZZLE OPW OR CATLOW
7 4"x2" RUBBER REDUCER W/ AIR VALVE -
OPM #gA4 5X2 4A
8 4"x3" RUBBER REDUCER W/ AIR VALVE AND
B 2"¢ GALVANIZED STEEL PRIMARY PIPING
I0 3" FRP PIPE - AMERON DUALOY 3000/ L -
APPLY U/V RESISTANT EPOXY COATING TO ALL
EXPOSED FRP PIPING
I1 DISPENSER SUMP - OPW FLEXWORKS (ORDER
TO SUIT DISPENSER DIMENSIONS)
12 2" FRP PIPE - AMERON DUALOY 3000/L
13 3/4" THREADED BULKHEAD FITDNG
WELDED TO SUMP COLLAR
17 HOSE GOODYEAR FLEX-STEEL MARINA GRADE
NON STAGE II
18 JUNCTION BOX - CH GUP215
19 SEAL OFF - CH EYD2
26 2" GALVANIZED STEEL ELBOW
27 DISPENSER STABILIZER BAR - OPW
29 3"¢ FLEXIBLE ENTRY BOOT OPM ~SS-~,~,
30 3/4" FLEXIBLE ENTRY BOOT - OPM #4S-I.I
3~ STAINLESS STEEL CONCRETE ISLAND FORM
(SEE PLAN FOR S~ZE)
32 2" MALE NPT x 2" FEMALE FRP ADAPTOR
.36 2" EXPLOSION PROOF ELECTRICAL SOLENOID
VALVE (NORMALLY CLOSED) WIRED TO OPEN
UPON ACTIVATION OF STP/ CLOSE WHEN STP
IURNS OFF
37 2" I)UCTILE IRON EMERGENCY VALVE
MORISON BROS t~346DI-OAOOAV
38 1/2"x6" LONG ANCHOR BOLTS
42 2" x 1 1/2" SCH 4-0 GALV. ELBOW
43 I-1_/2 HP STP - RED JACKET
45 DISPRIMINATING TANN SUMP SENSOR,
OMNIEC ~PDS
47 "~ULL PORT JOMAR BALL VALVE 200 PSIO WOO
48 MECHANICAL LINE LEAK DETECTOR
49 ~VAYNE STAINLESS STEEL SINGLE PRODUCT/
SINGLE HOSE DISPENSER
50 PEA GRAVEL BACKFILL (NO SUBSTITUTES)
55 MANWAY 24" DIA
4 //2'
FILL RISER
I~ ; fO INSTALL LAMINATED ALUMINUM
lAPEL TO DEPICT INFO REQUIRED PER
IIfSDEC CODE (SEE DEO NOTE)
PLAN VIEW
II: DETAIL OF DEC REQUIRED TANg:
LABEL MOUNTED TO FILL RISER
DEC NOTE:
DEC LABEL TO DEPICT THE FOLLOWING INFORMATION
(FILL IN BLANKS AS DEPICTED BELOW:
CERTIFIES THAT THIS TANK
WAS INSTALLED ACCORDING TO NYS DEC PBS
REGULATION 6 NYCRR PART 614 THIS TANK WAS
MANUFACTURED ON BY
(MODEL # , GALLON; UL #1316) REFER TO THE
MANUFACTURER'S TANK WARRANTY LIBT FOR ~, OF
VOLUME OF PETROLEUM ADDITIVES THAT MAY BE STORED WITHIN THIS TANK'
'l- "fl " ('
ELECTRICAL CLASSIFICATIONS
~ DISPENSING AREA PER NFPA
NOT TO SCALE
SCDHS FACILITY ID# 10-0007
$CDHS APPROVAL
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
BUREAU OF ENVIRONMENTAL ENOINEERI~j 0 9
APPROVAL TO CONSTRUCT SCDHS JOB NO.
These plans and specification have been reviewed
and found to be in compliance with Suffolk County
Sanitary Code requirements bared upon information
submi[ted by the apoiicant. This approval to construct
Xlaoyu Chon
A~s't Publ/c Hea~ Engineer
REVIEW ENGINEER
- APPROVAL DATE
HIGH
POINT
ENGINEERING
6
410 JERICHO TURNPIKE
SUITE 105
JERICHO, NY 11753
(516) 433 4320 FAX' (516) 433~4364
ALL PHASES OF ENGINEERING DESIGN,
CODE CONSULTING, ZONING ANALYSIS &
BID SPECIFICATION
WWW,HlghPo~ntEngineefingcom
CHRIS M __ I'AGLIA
PROFESSIONAL ENGINEER
NEW YORK LICENSE No, O7~209
THE EDUCATION LAW OF THE STATE OF NEW
YORK PROHIBITS ANY PERSON ALTERING
AN'~'HlblG ON THESE DRAWINGS AND/OR THE
ACCOMPANYING SPECIFICATIONS. UNLESS IT IS
UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL 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 ANO/OR IN THE
SPECIFICATIONS (NfS EOUCATION LAW SECTION
7209-2)
MATTITUCK FISIIING STATION
2275 NAUGLES DRIVE
MATTITUCK, TOWN OF SOUTHOLD,
SUFFOLK COUNTY, NY 11952
DISTRICT: 1000
SECTION: 99
BLOCK: 4
LOT' 23
AS SHOWN I riPE ~" PHOE09-05
9/'14/09 IO "PHOEO9-OS-PSO
TANK SUMP/
DISPENSER SUMP/
MISC. DETAILS
OF 3
-- VAPOR RECOVERY
410 JERICHO TURNPIKE
: , SUITE 105
'~ ' ' JERICHO, NY 11753
"'~ I ALL PHASES OF ENGINEERING DESIGN
. , qlk Iii! CODE CONSULTING, ZONING ANALYSIS &
'rl'% BID SPECIFICAllON
~ KEY MAP
CHRIS
M
TARTAGLIA
/ t ~,~ / ~ / ~ ~ ~ 0 3,0~ ~LON 6,.., ~O_~WER DOUB~ W~L STEEL MAWtTUCK FISHING SIA=ON
a/ ~ ~5 ~ / ~[ ~ , --~ ~ --~ UND~A~ GROUND3. FI~/RG~ssPRODUCT PIPING 2' G~VANIZED IF ~Y ~NmCTS ~[ IDE~FIEO WHICH DO NOT ~LOW ~HE CO.PL~ OF ALTE~nONS ARE ~E. THE PROFESSIONAL
HOU~ / N84'48 20"W .~ ~ 0 PRIVY TANK VENT RtgE w/ HGN L~/L A~RM 5. mE O~ER OR OPE~TOR U~T PERMANENTLY M~K ALL FILL ~R~ 7209-2)
/ ~ ,AW~UT, REPAIR EXISTING ASPHALT AR.. PIPE TRENCH THE'APl "~ PORT O~OR gODlY' OET'L THIS ~E~,y.~k, TO 'E USED
NEW YORK STA) E & TOWN CODES
GRAPHIC SCALE w.~' (~*~L -
OF
SOUTHO_
~57--~- MATTITUCK FISHING STATION
- · ~ rx~s~~ RSCERTIF~A~
% ~ FIxeo 2275 NAUGLES DRIVE
EXIST om~l~ ~ ~/ MA~ITUCK, TOWN OF SOUTHOLD
, ~ x~E~ -- ~ ~ SUFFOLK COUNTY, NY 11952
% ' SCDHS FACILITY ID~ 10-0007
t ~ ~ ~ OOCg SECTION: 99
~ BLOCK: 4
-~ / / . < ~ / NOTIFY BUILDIhO DL-,,aIN~ENT AT
/ PaTio 5 / FOr. LOWING '~
'~"::'"~ PUMP & TANK
, ,~,: SITE PLAN
WORK AREA DETAIL PLAN GRAPHIC SCALE
36"~ ,^NNOLE ,N /--P~P,NG TRANS,T.ON SUmP
DIKE STORAGE VOLUME COMPUTATIONS (~) ~'~'~" ~,~c~ (s~ ~v*,. ~.,s
DETAIL-THIS SHE~ I I ~ ~
CHgIS
TARTAGLIA
I I ANCHOR TO CONCRETE ...... L~__
PROVIDE PVC Sm~ -- ~ COMPACTED FILL ~TERATION ON THE DRAWING AND/OR IN THE
(~)
~ ,. TYPICAL PIPE BOLLARD DETAIL
~ ,~ , ~ ~ PLAN VIEW-SECTION E-E
p . ~ ~ ~ PIPING TRANSITION SUMP DETAILS
I 18'-o' (INNER TANK) ~
I ~ ~ 5'-10' (OUTER TANK)
18'-T' (OUTER TANK) ~ 2275 NAUGLES DRIVE
' 8' 0" (DIKE) MATTITUCK, TOWN OF SOUTHOLD,
SUFFOLK COUNt, NY 11952
---- SCDHS FACILITY ID~ t0-000?
FRONT ELEVATION SIDE ELEVATION
BLOCK: 4
ITEM
SIZE
MOUNTED TO VEN~ 19 4" FEMALE CO~PLING FROM iNNER ~HRU OUTER WALL 2~ 6" 8oz E~ERGENCY VEN~ ~ PRI~ARY TANK DPM~ a~4 S~ ~ / TRANSITION SUMP
NO' 0 - MATERIAL SCHEDULE
~ 1 ~,REO POWER STEEL TANK WITHIN
· 2 24"¢ X 24"H CONTAINMENT SUMP
· BOLTED TO MANWAY W/ BOLTED LtD HIGH
/--2 GALV. VENT RISER `3 3/4" RIGID CONDUIT
[ , [ I ht / 4 ~OUBLE POPPET ,MPACT VALVE POINTm .~
[ I [ ] .~ 3PW ~10BHMP-58`30
I . I ] / B , 1/:×,: M.M SW,VEL FLEX CON.EOTOR - ,-'NGiNEERi;3~-
LINE VOLTAGE TO CONTAINMENT BOOT-ElY FLEX-lNG #YdHS03
LOW VOLTAGE PANELI6 NOZZLE OPW OR CATLOW r i
-- MODNIED 10 VENI (~ SI^INk[SS STEEL CLAUPS - DPM ~RR&gX3.04 410 JERICHO TURNPIKE
(~ 10 3" FBP PIPE - AMERON DDALOY 3000/ k - JERICHO, NY 11753
_ __- APPLY U/¥ RESISIANI EPOXY COATING 10 ALL (516) 433-4320 FAX. (516)433-4364
-- --- EXPOSED FRP PIPING
~ ~ ~X 11 DISPENSER SUMP - OPW FLEXWORKS (ORDER ALLPHASES OFENOINEER[NGDES[ON,
--_ 12" --- 12 2" FRP PIPE - AMERON DUALOY `3000/L
1.3 .3/4" THREADED BULKHEAO FITTING
~ WELDED TO SUMP COLLAR WWW.H]ghPmntEngln¢¢rmg.com
//~ ..... 17 HOSE GOODYEAN FLEX-STEEL MARINA GRADE
~ WARNING I NON STAGE ,
~ , WHEN ALARM S~}UNDS ~8 JUNCnON BOX - CH GUP2m
~ TANK Ic FULL ~9 S~L DPP - CH ~D~ CHRIS M TA TAG[AA
~ DO NOT OVERFILL 27 DISPENSER STABILIZER BAR - OPW
~, ~ ~ `3,,, FLE×,BLE ENTRY BOOT OPM ~BB-3.0
' ~ -- ~ 30 5/4" FLEXIBLE ENTRY BOOT - DPM ~4S-1 I
~- ~_ 31 STAINLESS STEEL CONCRETE ISLAND FORM
. = . OVERFILL ALARM SIGN (SEE PLAN FOR SIZE)/
~' ~'- ' `32 2" MALE NPT x 2" FEMALE FRP ADAPTOR ~
SCALE. NTS ~_ VALVE (NORMALLY CLOSED) WIRED TO OPEN
JPON ACTIVATION OF STP/ CLOSE WHEN STP
NOTE: PIPE ROUTING DIAGRAMMATIC IN THIS VIEW, REFER TO DETAIL B FOR ACTUAL ~. TURNS OFF
DISCHARGE PIPE EXIT DIRECTION Q .~ 37 _~" DUCTILE IRON EMERGENCY VALVE PROFESSIONAL~.~ }INEER /
~ ~ :JORISON BROS. ~346DI-O¢OOAV
WIRING TO LEAH A o~ % ~ ~J~ 4`3 I-1/2 HP STP - RED ~JACKET THE EDUCATION LAW OF THE STATE OF NEW
DETECTION PANEL YORK PROHIBITS ANY PERSON ALTERING
~, (~ · LINE VOLTAGE TO 45 )ISCRIMINATING TANK SUMP SENSOR, ANYTH~NS ON THESE DRAWINGS AND/OR THE
% PUMP CONTROL }MNTEC ~PDS
UNDER THE DIRECTION OF A LICENSED
/ PANEL (SEE PROBE MOUNTING 47 ~" FULL PORT JOMAR ~ALL VALVE 200 PSIG WOO PROFESSIONAL ENGINEER. WHERE SUCH
DETAIL, THIS SHEET) 48 dECHANICAL LINE LEAK DETECTOR ALTERATIONS ARE MADE, THE PROFESSIONAL
,' / ENGINEER MUST SIGN AND SEAL, DATE AND
WELDS0 TO MAN.AY D: DISPENSER ELEVATION/ SUMP SECTION SO 'a GRAVEL DACKF, LL (NO S~ST'TUTES) ~0~-~
, --------/7' t~;.,~J~,~ ~ ¢ G. OVERFILL ALARM/ SIGN ATTACHED ~ ' /
I ~=D~~'~~ L --TANK P4_ TO VENT RISER DETAIL
1" RAIN LIP
DISPENSER SUMP FRAME ~
ANCHOR BOLT MOUNTING FLANGES ~x~ -- PIPING UNION
-- /-- , ~,11 _ _
/ / %', / STEEL C~MP J\, , ~1
FINISHED GRADE ~*~ sLOPE
· , . . ',: ,- . . /
DISPENSER * = , X,%~ ~'~
-- , , --.._. ,¥SDEC OBE,SE DEG,OTE) ' : .:: /.:\
(SEE PROBE UOUNT~NG DETAIL. TH~S ~ ~ ' ' · ' '
LOW~OLrAOE d_ HARD~,~R~CTYP. 0~2) SECTION A--A AT DISPENSER ISLAND L MOUNTED TO FILL RISER : ,' ,:'' ~--/"~"~._~, ' : '/',
JUNCTION BO~ ~
(POSitiONED TO AL/ON ~ ScaLe NTS ~ ~ i ' ' , i , ' , '
PROBE OVER SUMP ~ STAINLESS STEEL DEC LABEL TO DEPICT THE FOLLOWING NFORMATION \, , . ' ' ' '
" CERTFES THAT THIS TANK ' ' - ~ , 1~7 , ,
A5 REOUlRED TO ALLOW WAS INSTALLED ACCORDING TO NYS DEC PBSN~, ] ,,' , . ' ~ i , ' '- ' ' ./. '
~4%GN~J~A~TO~lREGDN~NCRR PART 61¢~ THIS TANK, WA~ ', ' '' , '
SEAL OFF ~; LOW POINT , , , '
MEASURE AND ADD ~E~SORE AND ADD (MODEL # G~
MANUFACTURER S TANK WARRANTY LIST FOR % OF . - ' , '
I 1/2 · (A~ERON)~ I I/2" (AMERDN)~ VOLUME OF PETROLEUM ADDITIVES THAT MAY BE STORED WITHIN THIS TANK ~ ' --~ ~/~-
/
~/~" CONDUIT ~ I 5 ~. _ . ~o GISPE.SER
I-2~ ~ ~'-J ~"~'~ [-2~_--~/CRN "BUW' TOGET.ER ELECTRICAL CLASSIFICATIONS O DISPENSING AREA PER NFPA UATTITUCK,2275 NAUOLESTowNDRIVEoF SOUTHOLD, |l
/-- $/4" OALV THREADEDC [~ =--"] ~ Ly' FRP SECONDARY ~ 5" × 3"X 3" FRPTEE NOI TO SO~a_E SUFFOLK COUNTY, NY 11952
~"-.'~RR , /~"~.R ~0N~.~"~'~ ~( SCD}~S FACILITY ~D# ~0-0007
OMNTEC PDS XERIES ELBOW 2 PC.
COUPUNG 2 PC. TEE 2 PC. DISTRICI: 1000 /
~ PROBE BONTAINMEMT S"E~ ~PP"OX. '/'" OO"T*I""[N' ~H[L[ CONTAINMENT SSELL 45' ELBOW SHELL SCDHS APPROVAL SECTION: ~9 /
COUPMNO SHELL TEE SHELL PRODUCT ~IPE CROSSO~EH BLOCK: 4 1
LOW POINT LOT: 23
~~~---~-Z---2-~5MP E: TYPICAL FRP PIPING DETAILS ~E' ASS.OWN R~¢R.OEO.-0S /
3 ~EN INSTALLED, THE 5U"P SENSOR MUST REST ON THE LOWEST POINT OF THE SUMPI . ~1 0I1 MIN. (INCLUDING 2" SUMP/
4 THE WiRES ,ETWEBq THE ,ONiiOR AND EACH SUMp SENSOR LOCABON MUST BE CFA TYpE DESIGNED FOR . , ' ,__.~ TANK
,ND THE AUTOMOTIVE AND MARINE SERVICE STATION O0OE (NFPA 3D)SINCE THEY PASS FEOM 6LA&S ', DISPENSER
SUMP/
DiVI~IONI OR [~,VI$1~N II A~£A IN~0^ .0N-H^Z^,.OU$ ARE,~ THICK CONC) MISC. DETAILS
C: 0MNTEC SUMP PROBE MOUNTING DETAILS
s~,~.~~ F: AMERON PIPE TRENCH DETAIL REV. DP3