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HomeMy WebLinkAbout37163-Z Town of Southold Annex 6/11/2012 P.O.Box 1179 54375 Main Road oy gli Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35746 Date: 6/11/2012 THIS CERTIFIES that the building FUEL TANKS Location of Property: 2275 Naugles Drive, Mattituck, SCTM#: 473889 Sec/Block/Lot: 99.4-23 Subdivision: 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 Caraftis (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL.CERTIFICATE NO. 37163 5/25/12 PLUMBERS CERTIFICATION DATED Authorize ignature TOWN OF SOUTHOLD a GGy� BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o . 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 Date: 4/24/2012 Permission is hereby granted to: CHARLES CARAFTIS 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 3/26/2010 and approved by the Building Inspector. To expire on 10/24/2013. Fees: PERMIT RENEWAL $125.00 SINESSES $50.00 Total: $175.00 C ilding I spe FORM NO.' 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS 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 CARAFTIS PO BOX 78 MATTITUCK,NY 11952 for INSTALLATION OF A GAS TANK AS APPLIED FOR at premises located at 2275 NAUGLES DR MATTITUCK County Tax Map No. 473889 Section 099 Block 0004 Lot No. 023 pursuant to application dated MARCH 26, 2010 and approved by the Building Inspector to expire on OCTOBER 7, 2011 . Fee $ 250 . 00 uth ized Signature ORIGINAL Rev. 5/8/02 pF SO�Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(a)-town.southold.ny.us Southold,NY 1 1 97 1-0959 Q` Comm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mattituck Fishing Station Address: 2275 Naugles Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 37163 Section: 99 Block: 4 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric of LI Inc License No: 4770-me SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 1-above ground gas storage tank and 1 gas dispencing pump, to include all require disconnects and alarms,bonding and explosion proof fittings Notes: Inspector Signature: Date: May 25 2012 81-Cert Electrical Compliance Form.xls OF SO&,yO�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 9 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION E�!�REMARKS: FLLa -ez-� 0 DATE INSPECTOR `� SO(/T�olo �o cOUNi`I,N�Q TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY AFIRE SAFETYINSPECTION FIRE RESISTANT CONSTRUCTIOIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Cl-I -F;.2 M DATE /v INSPECTOR OF SO(/l�o`o co ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: DATE S Z� INSPECTOR<ZMi��� t COMMMNTS FIELD'INSPEeTION REPORT DATE FOUNDATION(IST) A ....... ................. V� FOUNDATION(2ND) � z o Au Q. JrA U` ROUGH FRAMING& y PLUMBING CA x INSULATION PER N.Y. H STATE ENERGY CODE 1 7 FINAL ADDITIONAL COMMENTS � � O 1 cN1 4U& f-w s 4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved 920 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector D � PLICATION FOR BUILDING PERMIT �AR � 201� March 12, 2010 Date INSTRUCTIONS BLDG:SOU 1{OI.D a.This a be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o ,accurate plot plan to scale.Fee according to schedule. 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. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the _ property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 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 (Flame 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 Hamlet County Tax Map No. 1000 Section 99 Block 4 Lot 23 Subdivision --- Filed Map No. --- 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 --- Addition --- Alteration --- Repair --- Removal --- Demolition --- Other Work3,000 gallon above ground gasoline tank installation (Description) 4. Estimated Cost $50,000 Fee $250.00 (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars 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 Rear N/A Depth N/A Height N/A Number of-Stories N/A Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A 8. Dimensions of entire new construction: Front 5'-10" Dia Tank Rear 5'-10" Dia Tank Depth 18'-7"Tank Height 5'-10" Number of Stories N/A 9. Size of lot: Front 801.72 Rear 477.59 Depth varies 6/14/1991 John Caraftis e`'.1'��'Vd;;, 10. Date of Purchase Name of Former Owner /' 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, Charles Caraftis Maltituck,NY 11952 14.Names of Owner of premises Address.410 Jericho Turnpike,Sate 105 . Phone No. (s31)29s-8399 Name of Architect High Point Engineering-Chris Tartaglia Address Jericho,NY 11753 Phone No 516-433-4320 Phoenix Environmental Technologies Address 57 Mall Drive Name of Contractor g' Ccmmack,NY 11725 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES '( NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) 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.) of said owner or owners,-and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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 .j 1 day of M a N,� 20 10 Notary Public Signature of Applica DIANA DAVIES Notary Public,State of New York No. 01 DA4915657 Qualified in Suffolk County Commission Expires Dec.21,20L eNt1i11 11%Ijp , �-`,.,io1111 191•jrr .:e�l'QI•f°rirl'!'Ijii1 . .. ;..`,,QO•P• /•%�ii'. v,: ,,C'jlofPr°Ir/.l%,crr i��1111°/�!%rr `- '� j�Fi�'Q��>0/r/'I',, 1 �$> }� gLIAdA•;.'!'!°,�1��'Ay�£?2� '�1.G,�.d.�'e`.uNa�J k'�",.:A?r..M4.'.es�,.lYl.,'�.4!M..Se;S,'�n"�1:�:�':�.'r�rr"a'TS.4.E ':�'"'._.�1.J�5.>�.:�.%',J,k:Y4�'1' YN.,�:£!72.'!4.3h<�S°w'�".Yu.4.�;!"�'1�'S:.�'w>�'?.A.,�....�.?d�'Arw•,E.kkc. ✓ M ' ,.. BOARD OF SOUTHOLD TOWN TRUSTEES •Q111/� � 1.1•ll•I 'a SOUTHOLD,NEW YORK <<. PERMIT NO. 7238 DATE: FEBRUARY 24, 2010 ISSUED TO: MATTITUCK FISHING STATION 'r PROPERTY ADDRESS: 2275 NAUGLES DR., MATTITUCK SCTM#99-4-23 AUTHORIZATION { _c },} Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of 1 �. E. Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 24,2010 in consideration of application fee in the sum of$250.00 paid by Mattituck Fishing Station a nz 1 subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorize -- -_ 1 and permits the following: �,;, •,cell Wetland Permit to remove (1) 3,000 gallon single wall fiberglass gasoline UST, E; install (1) 3,000 gallon double wall steel UL#2085 Fire Rated A.S.T. with new piping, 0_4 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 f Y � , and these presents to be subscribed by a majority of the said Board as of this date. � r�allel � ^ �,1r,�e •'� 1 i 111 �O�yli ��'y� �iC I ;•li F, C* 5 . . VJ � W � r •�1Q1P � 1/!� `� Y Rl ;1W Y3 f/1i/ ��� i�` NY,.in�d`iF'9i'3.'rAn4.F.�,i'I.T.I`St i.;�lruun. u , rrt,,u':Y.iuii7 .atui:u;�tii`�r`0 rt1.ne xis,2 �Yi. 'Yn4t,4ttXanr', l`auiei�'Y '4wi,'� .6'ini e, �. a�Yi'+'.k7`t'Vefi e�uuiS.r7.2"2i r•'.i��7r.i,.RACC7,icralPr \l ' �• P ' i F L I �` rJ t '. � L' all III.. e' t �h• � � +n ` � ,/ elel 1'111:,..^^'' -,hit=;eele.1e1.N•-,, - '... n. `SSr�:,D/eler. '' � .'=�:li�.:�•/:�'! .�•�:/,/::/•1j1 — �a�i���e1N� ,Z. TERMS AND CONDITIONS The Permittee,Mattituck Fishing Station, 2275 Naugles Dr.,Mattituck NY, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. 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. 2. 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. 3. 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. 4. 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. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. 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. 7. 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. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Pennittee will obtain all other permits and consents that may be required supplemental to this pennit, 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 Iowa Alexander B.Grannis Commissioner LETTER OF NONJURISDICTION -TIDAL WETLANDS Date: March 5, 2010 Mr. Charles Caraftis RE: 1-4738-00401/00007 Mattituck Fishing Station Mattituck Fishing Station PO Box 1404 2275 Naugles Drive, Mattituck Mattituck, NY 11952 SCTM No..1000-99-4-23 Dear Mr. Caraftis: Based on the information you have submitted, the New York State Department of Environmental 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, �K� George W. Hammarth Permit Administrator cc: High Point Engineering, 410 Jericho Turnpike, Suite 105, Jericho, NY 11753 Marine Habitat Protection, NYSDEC File DMG 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 Date of Issuance: December 7,2009 SCHDS REGISTRATION# 10-007 Permit Expiration Date: December 7,2010 SCHDS PLAN# E M09-245 .FACILITY NAME &ADDRESS - _ J 4 1 ` T`t �1VIattituck Fishing Station 2275 Naugles Dive f. Mattituck NY,11195�2 Your Appliclation�for Permit to;Construct a Toxic or.Hazardous-Matenal'F•Storage Facilities for"lthe above referencedsite 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 Perrmt are conditions of this Permit and,have to:,be observed during construction: r t A:' 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 ` z. Safe construction practices must be followed during the installation of the storage facility(s). = 3 Tlie storage facility(s) must be"constructed m accordance,.with the"approved plan. Any,changes in design, materials or use requires poor wntten.consent of both the design professional and`the Office PA.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. { ; 4 The:Office`of Pollution 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&854-2523 at least2 business days pnoi,to commencement, of any work to`arrange for-tfie required construction inspections., t Contact the local build uig department"and/or fire safety enforcement office for any additional requirements that may apply to your project. t ` �. The storage facility cannot be placed into+service until,the Office of.Pollution Control' performs all required installation inspections and issues an_interim permit WbDerate i21 The Office of Pollution Control reserves"the right to revoke this perrrut as allowable"by law. ISSUED BY: ao hen Bureau of Environmental Engineering Office of Pollution Control Division of Environmental Quality a THIS PERMIT IS VALID FOR THE FOLLOWING STORAGE FACILITIES ONLY SCDHS# LOCATION VOLUME' CONTENTS NOTE 5 Above/Out 3,000 Gals. Gasoline" For up to 90 days after the Permit,to Construc`t:expues�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 anew applicathoi for adPermit to Construct will have to be hied,if the job is 'd to be re opened. All applicable filing fees will once again become due-arid payable. , Issuance of.this permit does not supersede any existing agreements.,with,, or mandate .,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 ofthe storage facility(s)that'i re in violation of-the Suffolk County Sanitary Code or any other government code` ` . SpeC id Conditions: r01;")9,/2012 07:41 631-854-2505 SC POLLUTION CONTROL PAGE 01f01 din illfti'11111111 Intelrim Permit to Operate Suffolk County Department of Health. Services James Tomarken,MD, MPH, MBA, MSW Commissioner Article X-H Hazardous Material Storage FACILITY REI+ERENCE 13583 SCDHS PLAN# HM09-245R4 SCHDS REGISTRATION# 10-0007 Date of Issuance: 05/24/2012 FACILITY NAME&ADDRESS: OWNER NAME&ADDRESS:. . Mattituck Fisbing Station Mattituck Fishiag•Station 2275 Naugles Road P.O.Box 1404 Mattituck,NY 11952 Mattiiuck,-NY 11952 STOR:CjE FACILITY STORAGE FACILITY# vO CONTENTS • (Gaallonllon)'E•. g 3,000 Gasoline The above listed Storage Facility(s)-have been approved, inspected atid•built according to the requirernen,ts of Article XII of the,Suffolk County Sanitary Code. For a site with an existing Permit to Operate this permit is to be posedi next to it.and will-•expire at the same time. For newly regulated sites this permit .remains valid for four months or until a "Permit to Operate" is received, whichever comes first. The. Department,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 right to inspect this installation at any time to verify its operation is in compliance with its permit design. This permit must be kept on display in a public area at the facility. The Storage Facility(s) may be placed into sarvice provided that all necessary permitting,inspection. and other regi&tory regVirements of town,village and.-all other tqunidpalities, having jgrjsdictioa; have been satisfied. This ihcludes,but is nat lymfted to, meeting••all local•bu ali.ri code,'zoninig;am tare safety requir'ementSti ISSUED BY: /-7 Xiaoyu ehen,P2 Assistant Public HealthBngin.ecc Bureau.of Emdronihenta.l Engineering, Office of PollutionOntrol Division of Environmental Quality i - 516' 433' 43zo High Point Engineering 410 Jericho Turnpike Phone: (516)433-4320 Suite 105,Jericho,NY 11753 Fax: (516)433-4364 Website: www.HiahPointEn ing eerieg com email: info@highhpointen ing eerieg com TRANSMITTAL Via: Hand Delivery ❑ U.S. Mail ❑ FedEx Standard Overnight® Pick Up ❑ To: Town of Southold Building Department Date: March 25, 2010 Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Re: Building Permit Mattituck Fishing Station 2275 Naugles Drive Mattituck, NY 11952 Project# PHOE09-05 Enclosures: Ouantity Date No. Description 4 9/14/09 PT-1 to PT-3 of 3 Pump and Tank Plan Package 1 12/7/09 HM09-245 SCDHS Permit to Construct 1 2/24/10 7238 Board of Trustees Wetland Permit 1 3/5/10 --- NYSDEC Letter of Non-jurisdiction 1 3/24/10 15925 Check for $250.00 1 9/14/09 PT-1 to PT-3 of 3 Copy of SCDH 'Approved Plans 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 e r UA��— ght IXJ - cc: Mike Gomez, Phoenix Environmental, letter only (via facsimile) PA!PROJECT DIRECTORYThoenix Env\PHOE09-05 Mattituck\Letters,faxes,etcUransmittal-Southold-DOB 3-25-10.doc 516" 433' 43zo High Point Engineering 410 Jericho Turnpike Phone: (516)433-4320 Suite 105,Jericho,NY 11753 Fax: (516)433-4364 Website: wwwBighPointEn ineerina com email: info@highpointengineering.com TRANSMITTAL Via: Hand Delivery ❑ U.S. Mail ❑ FedEx Standard Overnight® Pick Up ❑ To: Town of Southold Building Department Date: July 27, 2010 Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Attn: Michael Verity Re: Building Permit# 35445Z Building Department Mattituck Fishing Station 2275 Naugles Drive Mattituck, NY 11952 Project# PHOE09-05 Enclosures: Ouantity Date No. Description 1 4/7/10 35445Z Building Permit 4 7/19/10 SD-1 Tank Slab Detail ling ,� L' V E JUL 2 7 2010 Comments: BLDG.DEPT. TO\NN OF SOUTHOLD Enclosed please find the above referenced plans for your review in amee 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 questions or concerns you may have. Signed Chr s Tartaglia cc: Mike Gomez, Phoenix Environmental, letter only (via facsimile) \\Hpesvr0l\public\!PR0JECT DIRECTORY\Phoenix Env\PHOE09-05 Mat ituck\L.etters,faxes,etc\Transmittal-Southold-DOB_7.26.10.doc 7'7' High Point Engineering 521 Conklin Street Phone: (516)777-4320 Farmingdale,NY 11735 Fax: (516)777-4321 Website: www.HPEng.com Email:info@HPEng.com TRANSMITTAL Via: Hand Delivery ❑ U.S. Mail ❑ FedEx Standard Overnight® Pick Up ❑ To: Town of Southold Building Department Date: April 23, 2012 Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Attn: Building Department Re: Building Permit Renewal Mattituck Fishing Station 2275 Naugles Drive Mattituck, NY 11952 Project# PHOE09-05 Enclosures: Ouantity Date No. Description 1 --- 35445 Expired Building Permit 1 4/19/12 29 Check in the amount of$175.00 Comments: D i Enclosed please find the above referenced documents for you w inArre�netp2ft but permit for this scope of work. Please contact o fice with any uestions or concerns you in y h pEPT: Signed: Chris Tartaglia APR 2 4 2012 cc: Mike Gomez, Phoenix Environmental, letter only (via facs' 'le BLDG.DEPT. TOWN OF SOUTHOLD RMPROJECT DIRECTORY\Phoenix Env\PHOE09-05 Mattituck\Letters,faxes,etc\Transmittal-Southold-DOB_04.20.12.doc pF SOUT�,olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 �� �ycoul l 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 PHOENIX WTEcmajoax INC. June 7, 2012 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, J�i4Goez Michae Phoenix Environmental Technology, Inc 57 MALL DRIVE / COMMACK/ NEW YORK 11725 / 631.864.4200 / Fax 631.864.8494 /www.phoenixeti.com B. P. BUILDING PERMIT EXAMINER CHECKLIST *Date Sub itted: Date Reviewed. r0 Applicant: caner: Af3j-- A Engineer: � "f3 P-0 Estimated Cost: ` ©-) SCTM# 10oo- / - 7- - A3 Subdivision: '^ Zone: Conforming? Property Address: City: /Ie °— Pre COs? Building Permits (Open/Expired): BP -Z/C/O Z- "` ,Info: BP -z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/O Z- ,Info: Single& Separate Search Required? Y o>�Determination: REQ. Lot Size: �'03 b0® ACT. Lot Size: ) 60) .P�-`-7 REQ. Lot Cov. ACT: Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height._ ACT. Height Project Description: °O'd - 3 a Waterfront? r N? /i1 i If yes, water body: CARAk- Panel# Flood Zone: Bulkhead/ Distance: �°� • ADDITIONAL APPROVALS REQUIRED Suffolk County Health r N - If yes, *Bed#: *Date: #4 7/d�*Permit#: , " /o•-ao.7 Town Septic: Y o1@ - If no, certification required: Y or N Received: or N By: g� 1—� 1739— OOY61-00007 NYS DEC: PRE-DEC 9/1/T ] a1�N� Date: / / Permit#: of HTLMer— Notes: 3�-5—10 Southold Trustees:(Y or N- Date: Permit#: 7P�--3e or NJ Letter-Notes: 3000 Southold ZBA: Y or No Date: / / Permit#: -Notes-. — Southold Planning: Y ci Date: _/ /_ Permit#: -Notes: Town Landmark C of A: Y or(ODTE: / /_ *NYS CODE Compliance (page 2): Y or N i Notes: ' �-� ✓�. -� �vo, �o Fee Structure: Calculation: Foundation: SF 1. ( SF)- ( SF)= SF X $ _$ First Floor: SF +Initial Fee: $ Second Floor: SF +Additional Fee $ Other: SF 2. ( SF)- ( SF)= SF X$ =$ Total: SF +Initial Fee: $ +Additional Fee $ TOTAL: $ NEW PORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:ZD . Wind Speed: 120MPH Seismic Design Category:'B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT&ME AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE', FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N t LIGHT, 8%: Y/N `TENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? 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THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING NOTE: ANYTHING ON THESE DRAWINGS AND/OR THE ALL HARDWARE TO BE GALVANIZED AND HAVE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS PL � T ���O1�IY/�T A MINIMUM 10,000 LB WORKING LOAD LIMIT UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH Il®cil ALTERATIONS ARE MADE, THE PROFESSIONAL A SCALE: 1/2"=1'-0" ENGINEER MUST SIGN AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. 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EACH WAY COMPACTED 5'-10" (OUTER TANK) 18'-0" TANK) GRAVEL OR RCA ( ) SITE ADDRESS• 18'-7" (OUTER TANK) 3" 3'-9" 3'-9" 3" MATTITUCK FISHING STATION 4'-111 2275 NAUGLES DRIVE 6" 23'-0" 2 8'-0" (DIKE) MATTITUCK, TOWN OF SOUTHOLD, ANCHOR POINT 28'-51" (GONG. SLAB) ANCHOR POINT SUFFOLK COUNTY, NY 11952 2 r� DISTRICT: 1000 A FRONT ELEAT1®N � �� � ��� A ��®�T SECTION: 99 ELEVATION� BLOCK: 4 SCALE: 1/2"=1'-0" LOT: 23 SCALE: 1/2"=1'-0" SCALE.• AS SHOWN HRE PHOE09-05 DATE.• 7/19/10 DWG PHOE09-05-SDO TITLE• 3 ^I(p-3 TANK SLAB DETAIL 'SHEET 0: g�0�.�� �N�1.0 D ❑ �OVd�1 g4 REV. OF 1 i sm• e HIGH ��►% 1/2" THICK HOLD DOWN LUG 433 WELDED TO DIKE — SUPPLIED O POINT BY TANK MANUFACTURER 4320' ," EYEBOLT ENGINEERING TANK ANCHOR - TYP. 4 PLACES-SEE TANK ANCHORING DETAIL-THIS SHEET 1" TURBUCKLE WITH JAW/JAW ENDS 0 1,yo„, d 1>-5„ TANK DIKE WALL - I d RAINS1ilELDS' ° Q ° 4 a ° d o 410 JERICHO TURNPIKE I (Y a ° 4� d d d ° ; d d d d ° O SUITE 105 • 2'-0" d d° '721� . c�' = O JERICHO,NY 11753 TANK DIKE FLOOR (516)433-4320 FAX: (516)433-4364 < ALL PHASES OF ENGINEERING DESIGN, 1 CODE CONSULTING,ZONING ANALYSIS & d I BID SPECIFICATION OVERFLOW PIPE TO d m O ou o DIKE FROM FILL BOX 1" EYENUT Z° 1 m REINFORCED 3,500 PSI 00 LL 11111_LI JJ 11 L1 Ll Ll Ll Ll Ll I �- ° °_ IIIIIIIIIIIIIIIIIII IIIII IIIII IIIII 11111 a .: _ g 1" ANCHOR BOLT CONC. 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T & B •d•d NEW YORK LICENSE No. 078209 22'-0" (DIKE) 4'-6" 1'-0 TANK AN C�I- WUN G/S LAB DETAIL 28'-6" (CONC. PAD) N.T.S. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING NOTE: ANYTHING ON THESE DRAWINGS Al THE ALL HARDWARE TO BE GALVANIZED AND HAVE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS �� � !_�� A MINIMUM 10,000 LB WORKING LOAD LIMIT UNDER THE DIRECTION OF A LICENSED V PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL A ENGINEER MUST SIGN AND SEAL, DATE AND SCALE: 1/2- 1'-0" DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING Al IN THE SPECIFICATIONS. (NYS EDUCATION LAW SECTION 7209-2) z Z o U I 00 OVERFLOW PIPE TO DIKE FROM (n FILL BOX Z 0 U O O �54 --- ----LJ L ------- ------ — -----J All IF 7 AENL r L-------1—L-- I -- —�� r-- LOW VOLTAGE— TO BUILDING 11 I / 41 \ LINE VOLTAGE 11 LINE OF PRIMARY TANK FOR STP TO BUILDING 11 i t I 1 1 11 _ — II 1/4" STRIKER 1 ANCHOR TAB TANK ANCHOR — TYP. 4 — — PLACES—SEE TANK ANCHORING 11 r— —7 PLATE (TYP.) r III � � r�t� I � —J DETAIL—THIS SHEET � TANK ANCHOR — TYP. 4 1 1 11 II 1 1 p PLACES—SEE TANK �l 1 11 I I j ` 1 I 1 c=� 1 I \� ANCHORING DETAIL-THIS 1 1 1 I1 p 1 N SHEEP i I 111 d I _ `O I _ J I I --// 11L—� =--___--=----------------------------------- --- -- --- _� w > 1 > 1 1 w 1 I I 1 1 p 1 of O n o a d a 3 a as a \ • \ a \ \ J o '.> 2 1'-0� MIN. COMPACTED ,._ ,�, .� � ��, , � �, .,� _>.�- --�. � � - —, GRAVEL OR RCA #3 BARS @ 12" 4'-4" 3,500 PSI REINF. O.C. EACH WAY COMP" MIN. GROUNDING ROD CONC. SLAB COMPACTED 5'-10" (OUTER TANK) 18'-0" (INNER TANK) GRAVEL OR RCA SITE ADDRESS 18'-7" (OUTER TANK) 3" 3'-9" 3'-9" 3" MATTITUCK FISHING STATION 4'-111 l 2275 NAUGLES DRIVE 6" 23'-0' 2 8'-0" (DIKE) MATTITUCK, TOWN OF SOUTHOLD, ANCHOR POINT 28'-51 (coNc. SLAE3) ANCHOR POINT SUFFOLK COUNTY, NY 11952 2 DISTRICT: 1000 SECTIOA 99 'FRONT ELEVATION � SIDE ELEVATION BLOCKN: 4 BLOCK: 4 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0"' L 2 SCALE. AS SHOWN HPE# PHOE09-05 DATE.' 7/19/10 DEG# PHOE09-05-SDO TITLE.• TANK SLAB DETAIL SHEET NO..- Do REV. OF 1 ! I tP�I�,',' I, Il.,i, + + qua Ilk - srs 0 'rlll^, i Ili goo �1 HIGH 4J3 I lily"''i API FILL PORT COLOR CODING kt 1 1 1 �ilalllll'II POINT WHITE GLUE ENGINEERING • , ZD'E MID-GRADE UNLEADED GASOLINE ORANGE VAPOR RECOVERY t, r 410 JERICHO TURNPIKE il r I I#Iki�I Iltlilryl SUITE 105 JERICHO,NY 11753 (516)433-4320 FAX: (516)433-4364 roU) co (o ALL PHASES OF ENGINEERING DESIGN, I[ I I CODE CONSULTING,ZONING ANALYSIS& BID SPECIFICATION KEY MAP N `n NTS WWW.HighPointEngineering.com REPUTED LOCATION OF UNDERGROUND POTABLE WATER WELL CHRIS M TARTAGLIA REPUTED LOCATION OF W EXIST. UNDERGROUND WATER SUPPLY PIPING CONC. BLOCK w. SEE "WORK AREA DETAIL PLAN ;� GENERAL NOTES y 0,n`4g 4 c,W MATTITUCK CREEK ,y I 1. EXISTING CONDITIONS DEPICTED ON THIS DRAWING REFERENCE A SURVEY I PREPARED BY: CONC. BLOCK FGr�au;J YOUNG & YOUNG -- GARAGE '" 'E: 400 OSTRANDER AVENUE � RIVERHEAD, NY PROFESSIO L E GINEER NUMERICAL LEGEND DATED: 7/6/71 NEW YORK LIC SE-..No. 078209- � p :•°•.. �o � 2. TANK/ PROPERTY OWNER/ APPLICANT: t9 O1 3,000 GALLON Ill AREO-POWER DOUBLE WALL STEEL MATTITUCK FISHING STATION �P�F (lgNK�Lg'� UL#2085 FIREGUARD T4NK WITHIN 1109" CONTAINMENT DIKE MATTITUCKG NY 1D 9152 YORK THE EPROHIIBITS ON LAW ANY PERSON OF THE SALTERNG TATE OF NEW 2U 28'-6"x10'-0"x8" THICK CONCRETE TANK PAD. 3 ANYTHING ON THESE DRAWINGS AND/OR THE _ o)0 . LOCATION AND DEPTH OF EXISTING UNDERGROUND APPURTENANCES SUCH AS ACCOMPANYING SPECIFICATIONS, UNLESS IT IS O BELOW GROUND PRODUCT PIPING: 2"/3" DWFG. UST'S, PIPING, & UTILITIES ARE TAKEN FROM REFERENCE PLANS AND FIELD UNDER THE DIRECTION OF A LICENSED OBSERVATIONS. ALL CONDITIONS ARE TO BE VERIFIED BY CONTRACTOR. �n IF ANY CONFLICTS ARE IDENTIFIED WHICH DO NOT ALLOW THE COMPLETION OF ALTERATIONS R TIONS ARE GMADE, THE WHERE Q+ ABOVE GROUND PRODUCT PIPING: 2" GALVANIZED PROFESSIONAL � O4 UNDER 3" FIBERGLASS THE WORK AS INDICATED ON THESE PLANS, CONTRACTOR TO ENGINEER MUST SIGN AND SEAL, DATE AND EEL SO 1-1/2 HP STP IN ST CONTAINMENT SUMP W/ DESCRIBE THE FULL EXTENT OF THE NOTIFY OWNER/ENGINEER OF RECORD IMMEDIATELY. DISCRIMINATING PROBE. ALTERATION ON THE DRAWING Al IN THE >< 4 1 STORY O 4"0x36"H CONCRETE (FILLED PIPE BOLLARD. 4. AREA OF PARCEL: 160,247 SQUARE FEET. SPECIFICATIONS. (NYS EDUCATION LAW SECTION T Pyq FRAME FRAME 5. THE OWNER OR OPERATOR MUST PERMANENTLY MARK ALL FILL PORTS 7209-2) �J ~ BUILDING HOUSE N$4"4$'20"W 80' FACING FILL PORT.�35 O7 PRIMARY TANK VENT IRiSER W/ HIGH LEVEL ALARM TO IDENTIFY THE PRODUCT INSIDE THE TANK. THESE MARKINGS MUST BE 8O SPILL CONTAINMENT WANHOLE 0 FILL PORT. CONSISTENT WITH THE COLOR AND SYMBOL CODE OF THE AMERICAN PETROLEUM INSTITUTE AS INDICATED ON THE SAWCUT/ REPAIR EXISTING ASPHALT AREA 0 PIPE TRENCH "API FILL PORT COLOR CODING" DETAIL THIS SHEET. 10 OPW FLEXWORKS PIPIING TRANSITION SUMP W/ THE SYMBOLS TO BE USED ARE: DISCRIMINATING PROBE. A CIRCLE FOR GASOLINE PRODUCTS AND VAPOR RECOVERY LINES. O 1� 11 OEL800011 LEAK DETECTION PANEL IN A HEXAGON FOR DIESEL AND OTHER DISTILLATES. A BORDER MUST BE PAINTED AROUND FUEL PRODUCTS CONTAINING METALA ATTENDANT AREA I� BUILDING D'�� 12 10'Lx4'Wx6"H CONCRETE FILLED STAINLESS STEEL EXTENDERS SUCH AS ALCOHOL THE BORDER WILL BE BLACK AROUND A U ISLAND FORM. WHITE SYMBOL AND WHITE AROUND ALL OTHER COLORS. J 13 WAYNE SINGLE PRODUCT SINGLE HOSE GASOLINE 6. ENGINEER NOT RESPONSIBLE FOR CONTRACTOR'S SEQUENCING, PLANNING OR DISPENSEF. W/ CONTANSWENT SUMP PROBE. EXECUTION OF THE WORK DEPICTED ON THESE PLANS. 7. THE INSTALLER MUST NOTIFY THE SCDHS OFFICE OF DATE Ln WORK IS TO START AND SHALL CONFIRM ALL PLAN APPROVALS. U 8. ALL NEW PIPING SHALL BE INSTALLED AS PER THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ORDINANCE, AND N.F.P.A. STANDARDS #30 & 30A AND ANY \ ' EXIST. 3,000 GALLON SINGLE OTHER AUTHORITY HAVING JURISDICTION. INSTALLATION/SYSTEM SHALL WALL FIBERGLASS NOT BE PLACED INTO SERVICE UNTIL INSPECTED & APPROVED BY SCDHS. ' UNDERGROUND STORAGE TANK 9. ALL WORK MUST MEET ALL BUILDING AND FIRE CODE REQUIREMENTS. EXIST STACKED TO BE REMOVED. BACKFILL FLOATING J 10. EMERGENCY SHUT-OFF SWITCHES SHALL BE CLEARLY MARKED AND i I I _ STONE WALL EXCAVATION W// PEA GRAVEL EXIST. Q y Q EXIST. ASPHALT (HEIGHT VARIES DOCK READILY ACCESSIBLE AND MEET REQUIREMENTS OF NFPA 3111.5.3 ( � f I� ^� I .. . .lt_ l PV,_C'Y� MI{, I PAVEMENT FROM I' TO 6'H) 3 9 11. PER NYS DEC REGULATIONS, CONTRACTOR TO PREPARE AS O ) rT.•m BUILT SKETCH WITH DETAILED TANK PIPING LOCATIONS INDICATED I AND PROVIDE SKETCH TO ENGINEER OF RECORD. O (�`� ,r p I A^ pM 12. OWNER TO INSTALL AND MAINTAIN FIRE EXTINGUISHERS IN CONFORMITY .0 C -1° `-°" �� �,`�O� / i ` WITH NFPA 30A-11.7.1 .,r' 1 r I p A, / E ^ T EXIST. 24" CAL. 1 j]� j 'F TREES 13. OWNER TO MAINTAIN SIGNAGE AT THE DISPENSING AREA IN CONFORMITY �I iL. i 11L. 1.4 A II �D� }.1 I / / `1 J x'.1 u'ld ,���(�, � WITH NFPA-30A-11.5.5 AND 11.10.8. � �ii � �'p � i ih Z Q A } Q7` EXIST. STONE 14. PER NFPA 30A, REQUIRED DISTANCES FROM PROTECTED TANK TO Qp k k 1 I ICU- E P� I�I t ' t ''• ., ap Q 3 'r - 'J STEPS ` VARIOUS PROPERTY ELEMENTS ARE AS FOLLOWS: -BUILDING: 5' ` FIRE INSPECTION -BUILDABLE PROPERTY LINE: 15' v -PUBLIC WAY. 5' REQUIRED CEF0 �; 2 V OE PLOT PLAN ; +• , o o : , . • 5 ' � , a"�.' �►,:.: � 1 `CDl Or- GRAPHIC SCALE 00 ' 10.5' 1 TANK �.� 50 0 25 50 TO NNIiLL 62.4' (TANK TO BULKHEAD) NEW YCJ� ;K STD, I TOWN CODES o AS REQUIRED' AND CGNDf T;�N1 S O M / 1 O \� i o� POST CANOPY CITY CNE C'q� S4UTHCL ,TU','>' ^' i �'. v� 4 0 11 EXIST. CONCRETE Q- 4 �W M 'G` I i J� Cn. ©ISLAND/ O l� o n SOUTH�LD IN FEET T0:"V�L �"�o BOARD ( ) •' DISPENSERS TO BE r_.I T ; Y ll 1 inch = 50 ft. G•1 2 REPLACED I �O� " *: EXIST. STORAGE w z Y S r�En 1 J�� EXIST. 6' BIN TO BE RE-SET Z �� J STACKED ON NEW ISLAND m I �O 6 STONE WALL (P EXIST. GRASS �.� (TYP) � AREA (TYP.) I Q LINE OF 0 1 L OVERHEAD (TYP•) SITE ADDRESS.' AREA LIGHT EXIST. GRASS CANOPY TO cI<<_THEN o��� MATTITUCK FISHING STATION AREA (TYP.) # � \EXIST. ASPHALT \—EXIST oocK UNDERWR�I�Q�S r�EDRTIFICATEFIXED 2275 NAUGLES DRIVE PAVEMENT . GRAVEL MATTITUCK, TOWN OF SOUTHOLD, AREA � SUFFOLK COUNTY, NY 11952 IEXIST. GRAVEL SCDHS FACILITY ID# 10-0007 ' AREA EDGE PAVEMENT EXIST DISTRICT: 1000 zo -� FLOATING EXIST. SCDHS APPROVAL I T. BULKHEAD DOCK SECTION: 99 BLOCK: 4 N Q� LOT: 23 �O^ - SCALE HPE/ PHOE09-05 A � e � � � AS SHOWN Jy —�� EXIST. EXIST. TIMBER 1,������')1�i_a 1. k,1 �, ,i E.; SHRUBS/ PILING (TYP.) /. 09 9 14 DWG ' [� VEGETATION (TYP.) DATE: .P.; �� PHOE09-05-P10 �� F'1G FLOW FEL�9�o'C�I_?Y: TRPF O NO EXIST. 1 STORY NOTIFY BUILDIl D'_,:°;,RTV1ENT AT �l FRAME HOUSE 785-1802 8 K,A TO 4 PiM FOR THE PATIO FOLLOWING INSIFECTIO'y',: 1. F01UND1,N' - T'tiV0 Rr 0"ilRED PUMP & TANK ts FLOW FOR POURED) CONCRII. TRtAFF�C 2. RJUG['[ �:,r.,;;,�; PLUMCING SITE PLAN 3. INSULAT01,11 4. FINAL- - COi: I RUC-I!0N MUST BE CO',',' -TE 707 C.O. W 0 � A �E A DvTAIL PLAN ALL GCI! TRI ':;1i0'i :; ;�,!L PSO TI'Ic N T GRAPHIC SCALE REQti' ;�-��'-�IT�� oF THE coDEsoF'�N`'�,ti 10 0 5 10 YORK STATE. NCT RESPONSIBLE FOR P'To SCALE: 1"=10' -' 7t DESIGN OR CON .TRU,.;TION ERRORS. NOTE: THERE ARE NO DRYWELLS, POTABLE WATER LINES OR SEPTIC ( IN FEET ) SYSTEMS PRESENT WITHIN THE LIMITS DEPICTED ON THIS DETAIL PLAN. 1 inch = 10 ft. REV. OF 3 36"0 MANHOLE IN PIPING TRANSITION SUMP DIKE STORAGE VOLUME COMPUTATIONS 1 1 4'x4'x4" THICK (SEE DETAIL THIS SHEET) CONC. SLAB v �+ 1/2' THICK HOLD DOWN LUG DIKE SIZE: DIKE_ SUPPLIED BY „ ' " ' " WELDED TO TANK MANUFACTURER O UNPAINTED GROUNDING LUG 22 -0 x8 -0 x3 -2 = 557.33 Cu. Ft. d (PROVIDED BY TANK HIGH e� 557.33 Cu. Ft. x 7.48 GAL./ Cu. Ft. = 4, 168.8 GALLONS D L�7 D ,' EYEBOLT MANUFACTURER) REQUIRED CAPACIT.�- ?T- PT- HEAVY DUTY LISTED � . V'I GROUNDINY LISTED POINT .33' I" TURBUCKLE WITH 3,000 x 1.1 = 3,300 GALLONS I JAW/JAW ENDS w� 57,400 CM STRANDED 4320' COPPER GROUND ENGINEERING TANK DIKE WALL CONDUCTOR 4,168 > 3,300 (O.K.) � 26 � � I• � DDWFG ISPENSER PIPING TO TANK ANCHOR - TYP. 4 I t' PLACES-SEE DIKE ANCHORING I tom; I TANK DIKE FLOOR DETAIL-THIS SHEET 0 G d d v d, $ 1' EYENUT a <+ + 0 41 �0 °_I d RAINShIELDS' v a d v ° A d' ' ° .0 d d o . ," ANCHOR BOLT " _ 410 JERICHO TURNPIKE d 41 dAll d a. d d d d a a a vaA, T—� — SUITE 105 2+-0,+ d d; v TT��•� TT—T — • dv a .' � —T l it I�.! — JERICHO NY 11753 REINFORCED A v a (516)433-4320 FAX: (516)433-4364 Lil -_ CONCRETE TANK SLAB v - __ __________ _-----____---__-_ ___- g 4 a ALL PHASES OF ENGINEERING DESIGN, CODE CONSULTING,ZONING ANALYSIS& .� d ' z I OVERFLOW PIPE TO I rO x a' COPPER CLAD BID SPECIFICATION 6 10 3 21 40 DIKE FROM FILL BOX 1 u "� a /5 REBAR m 6- 0-C.E.W. STEEL GROUNDING ROD ' I 3 I 00 ° i I LL 1111111111J 1J li Ll Ll Ll Ll Li 1 19 37 2336 /'--'� ° -�° I 11111111 111 11111111 11111 11111 11111 111 I I d , ALL HIMUM 1 TO BE GALVANIZED AND LIMIT WWW.Hl hPointEn ineerin Com HAW d / °,� � A MINIMUM )0,000 L8 WORKING LOAD LIMIT g g g• 0 1 , 34 , 13 43 1 uuI-LI-LIJI ILL u u u u o B d 1343 I 24 / \ 1 1I111I11N111111111 11111 11111 11111 11111 v I 1 I IIIIIIIIIIIIIIIII `� 11 u 11 N N TANK GROUNDING DETAIL I �, o , , � , (--, 1 11111111I1111I11I11 I1111 11111 1I1I1 I1111 • d . o ANCHORING DETAIL `-' ' ' CHRIS M TARTAGLIA q I \ o o I j� N.T.S. N.T.S. LOW VOLTAGE I ; TO ELECTRICAL I 17 19 13 43 `. 27 °�_ ,�° 34 29 PANEL .'d 32 1 32 5 15 19 °-° 7 g i 13 43 NOTE: CONTRACTOR TO 0000,0 d I PROP. 36 0 MANHOLE COVER INSTALLED SLOPE DOWN VERIFY STAIR ROUNDED CONCRETE N 48"SOUARE CONCRETE MAT 1`(TYP.) �`�✓ p4�Rr''" AT TOP ---i EXIST. FIN. GRADE LINE VOLTAGE v 1 14 20 I STRUCTURE/ SUPPORT d 1 31 I REQUIREMENTS AND `<= �> � FOR STP TO I I I ANCHOR TO CONCRETE BUILDING L--•------------------------------------- --------------------------------� v. ° SLAB AS NECESSARY 4" DIE. STEEL 2"STYROFOAM PAD AROUND �� U .a\��.�• i' }a Li d FOR PROPER SUPPORT POST FILLED ENTIRE SKIRT PERIMETER 2" 27® EXPLOSION PROOF W/ CONCRETE d v d G JUNCTION BOX FOR CONNECTION TO 07$ 0 2"x3"REDUCER BOOT W/ E TANK SUMP SENSOR y�1 �C+ O o RA3T6X2. (TYPPOf 2) t]O ESS\ v d d v d d d v I "� 3"FLEXIBLE ENTRY d 3`FLEXIBLE ENTRY o v d d v d. o v . 4 2 5 BOOT-DPM yBS-3.6 d p d ,v et COT 185-3.6 a• d a4. PROFESSIONAL E GINEER v d •d d 3"FRP/?"GALV. i 2%3"OWFG PIPING TO PIPING FROM DISPENSER IN PEA GRAVEL 22'-0" (DIKE) 4'_6" 1'-0" GRAVEL BAANK IN CKFILL OPW PISCES BELOWFILL GRADE NEW YORK LICENSE No. 078209 40' TRANSITION SUMP (PSTF-4630) 28'-6" (CONC. PAD) L 4 f� e" „ THE EDUCATION LAW OF THE STATE OF NEW ;,,.,,i ,, •,, '„ {y,;,, r a „/ ,,, ,',;, MNTEC DISCRIMINATING PROBE TO YORK PROHIBITS ANY PERSON ALTERING S.S. 2"02"LONG FEMALE X MALE SWIVEL BE LOCATED AT LOWEST POINT INSIDE ANYTHING ON THESE DRAWINGS AND/OR THE °+j;•{j'{',`.,., ,,,,, a s f �, ;C)•,,',) FLEX CONNECTOR HOS£MASTER FSMS SUMP (SEE SUMP PROBE MOUNTING ACCOMPANYING SPECIFICATIONS, UNLESS IT IS PLAN IT T VIEW I T�r 1 I.l=- o _.:. , ._> DETAIL-SEE SHEET PT-3) JIILJL/\11\�fl V V1YV (( 1 I i UNDER THE DIRECTION OF A LICENSED - ;III. 1'I„I- I_I dv I I i I I T 2"APOLLO IOOOWOG MODEL 176-100 STAINLESS STEEL n d r� ! FEMALE FRP x FEMALE NPT ADAPTOR PROFESSIONAL ENGINEER. WHERE SUCH f1 I(� �-. (� III BALL VALVE AS MANUFACTURED BY ICONBRACONDUSTRIES ALTERATIONS ARE MADE, THE PROFESSIONAL I--- j j I �I INDUSTRIES SCALE: l�2''=1'-0" I I( :.(��_ - I a I__ -; -: 2"GALV. PIPE NIPPLE ENGINEER MUST SIGN AND SEAL, DATE AND 1-2 DESCRIBE THE FULL EXTENT OF THE PROVIDE P.V.C. SLEEVE a .•d . is ALTERATION ON THE DRAWING AND/OR IN THE d COMPACTED FILL ELEVATION—SECTION D—D SPECIFICATIONS. (NYS EDUCATION LAW SECTION (14 23 36 CONCRETE FOOTING 7209-2) 1'-6" DIA. (TYP.) z 5 TYPICAL PIPE BOLLARD DETAIL Z N.T.S. a 20 2 0x12"LONG FEMALE X MALE C O 2-x3"REDUCER BOOT W/ S.S. FLEX CONNECTOR BY 2"APOLLO 1000WOO MODEL f76-100 37 35 7 1 33 TEST VALVE - DPMI HOSEMASTER-FSMS STAINLESS STEEL BALL VALVE AS 00 RA3.6X2.4A (TYR OF 2) MANUFACTURED BY CONBRACO 2 �3 3 4 2 9 3 5 8 9 (SEE NOTE BELOW) INDUSTRIES: 2"® GASOLINE Ir 94 Z DOUBLE WALL P/Ply';: 2"FEMALE FRP x 2` 3"FRP/2"rA!1.. FEMALE NPT ADAPTOR (SEE CONTAINMENT PIPING NOT, N 3"FLEXIBLE ENTRY BOOT-DPM 32 43 __ 14 43 2 7 3 7 20 ,/BS-3.6 (TYP. OF 2) 1 == 8,= 3 10 _ 40 P"FRP/2"GALV. T OWFG PIPING TO \ PIPING FROM DISPENSER �nn _--- TANK V OVERFLOW PIPE D D z ti 1 4, ----- - - - - ----- ------' `-- - -- I --� TO DIKE FROM Z a FILL BOX 3/4"FLEXIBLE ENTRY BOOT O LOW VOLTAGE 13 I DPM 14S-1.1 ryMQ TO BUILDING 19 I 14 OPW PISCES BELOW GRADE TRANSITION OMNTEC W l i 1 g Q I I 4 I 13 4 3 LOCATED AT TCLOWEST POINTINSIDE BE I 33 13 1 J 30 28 O 21 SUMP (PSTF-4630) 2"GALV. PIPE NIPPLE SUMP (SEE SUMP PROBE MOUNTING LINE VOLTAGE III LINE OF PRIMARY TANK I I I DETAIL-SEE SHEET PT-3) o FOR STP TO I I1 31 I I i 10 BUILDING i I 16 31 ---�—� 13 43 _ I I I � [ _ i PLAN VIEW—SECTION E—E Z Q 113 PIPING TRANSITION SUMP DETAILS B 1 11 12 1/4" STRIKER 12 I I I I I SCALE: NTS �r__1 PLATE (TYP.) r t-1 1 21 1 1 I 49 \ NOTE., LOOSEN CLAMPS AND PULL BACK TEST BOOTS AFTER TESTING �T� I I I I ----- ----- ----- Y �� II 6 PIPING TRANSITION a . I SUMP SEE ' .1 :,� l.- _ DETAIL(T HIS i TANK ANCHOR TYP. 4 ,• ,�' ;� � � � ��`' �; .. .• l\.-.�� 1 .� ! � ) --i� 1\ I � �)<- h.. � ..�� )L -� ?\._., / _.,•� 1•, !\. ��` i' -.mil ! l�. ,� 1 -- 'i` \/'_ •l, -�" -4, - - SHEET) f• /,, �_ �. ._,.. _ .:� r �` _ i �.... -PLACES-SEE DIKE ANCHORING r t. t ;- T) ,, , c �c, > )�.._.a _>� �(. �\ �O..,l- ) . rc�. •)�-.`� �) _ .?•��) ._ _ }r }; -> -> . � :\. / -�< / • �� )�� ;c'. � -�. jc ,t•' __ IF ,, 1. r,�--; ;-; �-: _ r. .;_\�:..'-.,._:� :. -�c= ��-_ v _=..� --� �c�r--,. c_DETAIL-THIS SHEET '�: .\; e , O� ( < I` I` = :� 1, 1� .� l,` l� �.. /,`�1 /=-;� !• I,` .I I` I l 1 ?` .I /` :� %` , !.� %` i 1 1 #3 BARS ® 12" cD 3500 PSI REINF. O.C. EACH WAY 1'-4" MIN. GROUNDING ROD ;; %� 7'-111 7'-111 COMPACTED �- (2) #3 BARS C_ CONC. SLAB GRAVEL OR RCA - -'1 '..— , 4 -4 __ ;. • }� .. - ,. ,i<.. ' ' :' '' ' %: S/TEADORESS. 2 HORIZONTAL-CONTINUOUS �� 77 �} AROUND HAUNCH PERIMETER 18'-0" (INNER TANK) - MATTITUCK FISHING STATION 18'-7" (OUTER TANK) 5'-10" (OUTER TANK) 2275 NAUGLES DRIVE 8'-0" (DIKE) MATTITUCK, TOWN OF SOUTHOLD, 26 SCDHS FACILITY ID# 10-00017 SUFFOLK COUNTY, NY 11952 A FR®NT ELEVATION SIDE ELEVATION ATIO SCDHS APPROVAL DISTRICT: 1000 SCALE. 1/2"-1'-0" SCALE. 1/2"-1'-0" RO AL SECTION: 99 ITEM SIZE O — MATERIAL SCHEDULE 11 36" WATERTIGHT MANHOLE - FAIRFIELD #36OWT 22 4" GALVANIZED STEEL RISER @ VAPOR RECOVERY 34 4" S-TEEL PIPE STUB WELDED TO SUMP (INSTALL 4"0 BLOCK: 4 CONNECTION RILIBBER CAP W/ STAINLESS CLAMPS IN UNUSED STUBS) LOT: 23 12 -- 9'0 x 6"H SADDLE SEAL WELDED TO TANK '� AS SHOWN HPE#'• PHOE09-05 1 -- INNER/ OUTER TANK SHELL - 1/4 MILD CARBON STEEL 23 2" PRESSURE VACUUM VENT CAP 35 4" ROPPETTED STAGE I VAPOR RECOVERY CONNECTION 13 2 FITTING THRU OUTER SHELL (FOR FLOWABLE 1 � Dwo/.. 2 -- TANK HEADS - INNER: 5/16" (MILD CARBON STEEL FILL FOR MFG. ONLY) 24 6 8oz EMERGENCY VENT @ INTERSTITIAL SPACE W/ CAP - EMCO WHEATON #A0099-333 s/t4/o9 PHOE09-05-P10 OUTER: 1/4" MILD CARBON STEEL - OPW# 202 SERIES EMERGENCY VENT 36 2" GALV. STEEL RISER 14 nnE 24, MANWAY 25 3/4" DIKE PUMP OUT PIPE W CAP 37 2" GAP W PROBE WIRE FITTING 3 -- EMERGENCY VENT DEFLECTOR ASSEMBLY 15 4 GALV. NPT PLUG / / ABOVEGROUND 3 000 4 2" OVERFILL PREVENTION VALVE - OPW #F-STOP 1000 16 2" OMNTEC TANK LEVEL GAUGE 26 3„ FRP CLAMSHELL FITTING W/ 90' - 2' GALVANIZED 38 4" CAP W/ PROBE WIRE FITTING GALLON DOUBLE WALL W/ #61FT-(1206 DROP TUBE ELBOW INSIDE - COAT EXTERIOR OF FIBERGLASS 39 4" 4"'X2" GALVANIZED STEEL NPT REDUCER STORAGE TANK W/ DIKE 5 -- OMNTEC RA--1 HIGH LEVEL ALAIRM 17 -- MANUAL TANK GAUGE MORRISON BROTHERS #818F PIPING WITH A U/V INHIBITING EPDXY PAINT 40 4"x3" REDUCER BOOT W/ STAINLESS STEEL CLAMPS - MOUNTED TO VENT 19 4" FEMALE COUPLING FROM INNER THRU OUTER WALL 27 6" 8oz EMERGENCY VENT @ PRIMARY TANK DIPM# RA4.5x3.6 / TRANSITION SUMP 6 -- OMNTEC INTERSTITIAL SPACE PROBE #BX-PDWS 20 -- TANK SUMP (24"Ox24"H MANWAY EXTENSION - OPW 202 SERIES EMERGENCY VENTS 41 3" PIPE CAP SUMP @ END OF PUMP-OUT PIPE DETAILS 7 4" FILL ADAPTER AND CAP W/ STEEL BOLTED MANWAY LID 28 6" MALE NIPPLE FROM INNER THRU OUTER WALL ++ ,� �+ 43 2" G:ALVANIZED NPT PLUG 8 -- 3 GALLON FILL CONTAINMENT CHAMBER W/ 21 3 DOUBLE WALL PIPING 2 0 GALVANIZED STEEL PIPE 29 3 VAPOR ADAPTOR-EMCO WHEATON #A0076 SHEET N0. OVERFLOW PIPE CONNECTED TO [DIKE PAINTED WITHIN 3"0 AMERON DUALOY 3000/L PIPE - COAT 30 6" HALF COUPLING THRU OUTER SHELL ONLY 49 2" INTERSTITIAL MONITORING PIPE THROUGH OUTER WALL PER AN STANDARDS EXTERIOR OF FIBERGLASS PIPING WITH A U/V 31 3/4" GALVANIZED CONDUIT 9 -- STAIR/ PLATFORM/ HANDRAIL INHIBITING EPDXY PAINT 32 -- EXPLOSION PROOF JUNCTION BOX O 10 2" HALF COUPLING THRU OUTER SMELL ONLY 1 1 33 1 3/4" 1 SEAL OFF REV. OF 3 NO. O - MATERIAL SCHEDULE 49 1 AREO POWER STEEL TANK WITHIN COMPARTMENT DIKE 4 2 24"0 X 24"H CONTAINMENT SUMP HIGH 18 18 BOLTED TO MANWAY W/ BOLTED LID CQ 4 2" GALV. VENT RISER 3 3/4" RIGID CONDUIT 433• 1 19 0 0 4 DOUBLE POPPET IMPACT VALVE 19 OPW #10BHMP-5830 POINT 1 4 1 3 FLEX LINE VOLTAGE TO 5 1 1/2" STER FS MS,I EL PUMP CONTROL HEAT CSHRINK ONNECTOR LOW VOLTAGE _ � CONTAINMENT BOOT-BY FLEX-ING #YJHS03 ENGINEERING PANEL 6 NOZZLE OPW OR CATLOW SEE NOTE PROBE WIRING 3 7 4"x2" RUBBER REDUCER W/ AIR VALVE PBELOW I9 9 � OMNTEC RA-1 HIGH O DPM #RA4.5X2.4A I TO DISPENSE MOUNTED TO VENT 410 JERICHO TURNPIKE LEVEL ALAM 8 4"x3" RUBBER REDUCER W/ AIR VALVE AND B 2 B RISER � STAINLESS STEEL CLAMPS - DPM #RA3.9X3.OA 105 PT-3 OF 9 PT-3 O 9 2 0 GALVANIZED STEEL PRIMARY PIPING SUITE JERICHO,NY 11753 9 8 10 3" FRP PIPE - AMERON DUALOY 3000/ L - ` APPLY U/V RESISTANT EPDXY COATING TO ALL (516)433-4320 FAX: (516)433-4364 EXPOSED FRP PIPING 1 4 w W4 w w w _v------ w w w 11 DISPENSER SUMP - OPW FLEXWORKS (ORDER ALL PHASES OF ENGINEERING DESIGN, TO SUIT DISPENSER DIMENSIONS) CODE CONSULTING,ZONING ANALYSIS& 1 12 12 2" FRP PIPE - AMERON DUALOY 3000 L BID SPECIFICATION 13 3/4" THREADED BULKHEAD FITTING Uj WELDED TO SUMP COLLAR WWW.HighPointEngineering.com 4 17 HOSE GOODYEAR FLEX-STEEL MARINA GRADE WARNING NON STAGE II A WHEN ALARM SOUNDS 18 JUNCTION BOX - CH GUP215 TANK IS FULL 19 SEAL OFF - CH EYD2 CHRIS M TARTAGLIA z 26 2" GALVANIZED STEEL ELBOW 31 DO NOT OVERFILL 27 DISPENSER STABILIZER BAR - OPW F NE4/f" 29 3"0 FLEXIBLE ENTRY BOOT DPM #8S-3.0 30 3/4" FLEXIBLE ENTRY BOOT - DPM #4S-1.1lvARkT10 �n OVERFILL ALARM SIGN 31 STAINLESS STEEL CONCRETE ISLAND FORM co 7` A: STP SUMP LATERAL SECTION (SEE PLAN FOR SIZE) - ' SCALE. NTS 32 2 MALE NPT x 2 FEMALE FRP ADAPTOR I IA., 5 36 2" EXPLOSION PROOF ELECTRICAL SOLENOID ' ' NOTE: PIPE ROUTING DIAGRAMMATIC IN THIS VIEW, REFER TO DETAIL B FOR ACTUAL VALVE (NORMALLY CLOSED) WIRED TO OPEN f sic a ��"" DISCHARGE PIPE EXIT DIRECTION UPON ACTIVATION OF STP/ CLOSE WHEN STP .0 's��13A 3 TURNS OFF . _-_ �•� 19 _ 0 37 2" DUCTILE IRON EMERGENCY VALVE MORISON BROS. #346D1-0400AV PROFESSIONAL GINEER LOW VOLTAGE PROBE 0 ® NEW YORK LICENSE No. 078209 WIRING TO LEAK A 30 ® _ 38 1/2 x6" LONG ANCHOR BOLTS DETECTION PANEL PT-3 ® ® - --= - z 42 2" x 1 1/2" SOH. 40 GALV. ELBOW 2 LINE VOLTAGE TO 1 43 11-1/2 HP STP - RED JACKET THE EDUCATION LAW OF THE STATE OF NEW PUMP CONTROL 45 DISCRIMINATING TANK SUMP SENSOR, YORK PROHIBITS ANY PERSON ALTERING <' PANEL 45 29 ANYTHING ON THESE DRAWINGS AND/OR THE OMNTEC #PDS ACCOMPANYING SPECIFICATIONS, UNLESS IT IS (SEE PROBE MOUNTING 42 11 47 2" FULL PORT JOMAR BALL VALVE 200 PSIG WOG UNDER THE DIRECTION OF A LICENSED Z'� DETAIL, THIS SHEET) A PROFESSION48 MECHANICAL LINE LEAK DETECTOR ALTERATIONS A ENGINEER. WHERE ARE MADE, THE PROFESSIONAL 49 WAYNE STAINLESS STEEL SINGLE PRODUCT/ ENGINEER MUST SIGN AND SEAL, DATE AND ,• -� 1 4 Ox6 LONG PIPE STUB DESCRIBE THE FULL EXTENT OF THE WELDED TO MANWAY D : DISPENSER E LE VAT I 0 N Z SUMP SECTION SINGLE HOSE DISPENSER ALTERATION ON THE DRAWING AND/OR IN THE EXTENSION SUMP (TYP. OF 3) 50 PEA GRAVEL BACKFILL (NO SUBSTITUTES) SPECIFICATIONS. (NYS EDUCATION LAW SECTION of SCALE: NTS 55 IMANWAY 24" DIA. 7209-2) - --- ° 4 --- - G: OVERFILL ALARM SIGN ATTACHED ° TAN K CL TO VENT RISER DETAIL Z 0 4'0 RUBBER CAP 49 SCALE: NTS Q UNUSED PIPE 9 STUB (TYP. OF 2) 1" RAIN LIP DISPENSER SUMP FRAME J PIPING UNION ANCHOR BOLT MOUNTING FLANGES C DISPEN IN AR C. 7 ( �)� FILL RISER 20 FT. 20 FT.1 4 38 31 8 FINISHED GRADE ° / PROP. STAINLESS (os u)' _ F ` STEEL CLAMP u IN. SLR '• : 'a. ' , a •",• cv �/` (0.5 11) ° e •°a • d 27 4 •a.Q' ` v d • A PIPING TO Q \ PT-3 DISPENSER 0 i 8 30 4 1/2" I TO TANKS GC TO INSTALL LAMINATED ALUMINUM Q B : STP SUMP HORIZONTAL SECTION 11 LABEL TO DEPICT INFO. REQUIRED PER " .', ;• :' :' ':; ' ,"• SCALE: NTS NYSDEC CODE (SEE DEC NOTE) 12 29 :o 10 32 42 PLAN VIEW ti , 45 1. 1: DETAIL OF DEC REQUIRED TANK GALV. STEEL "L" BRACKET (SEE PROBE MOUNTING DETAIL THIS , ' • • .. •' BOLTED TO d-BOX W/ GALV. SHEET/ SEE NOTE BELOW) I !, LOW VOLTAGE HARDWARE (TYP. OF 2) LABEL MOUNTED TO FILL RISER JUNCTION BOX SECTION A-A AT DISPENSER ISLAND SCALE: NTS (POSITIONED TO ALIGN SCALE: NTS .:. ... PROBE OVER SUMP U DEC STAINLESS STEEL LOW POINT * DEC LABEL TO DEPICT THE FOLLOWING INFORMATION ) CLAMP (TYP. OF 2) NOTE: PER SCDHS REQUIREMENTS MAINTAIN TEST BOOTS IN PLACE WITH CLAMPS TIGHT TO PREVENT ANY FLOOD WATERS E OLLO G 0 ON . ENTERING THE DISPENSER SUMP FROM ENTERING THE TANK SUMP THROUGH PIPING INTERSTITIAL SPACE. (FILL IN BLANKS AS DEPICTED BELOW: 3/4" RIGID CONDUIT (LENGTH AS REQUIRED TO ALLOW " ..(rr.i1, iP•I`,IPI I f I' :'..•:off,. " .�. ..•: CERTIFIES THAT THIS TANK N :. :•. ,''•: PROBE TO REST ON SUMP WAS INSTALLED ACCORDING TO NYS DEC PBS i� I LOW POINT REGULATION 6 NYCRR PART 614. THIS TANK WAS SEAL OFF MANUFACTURED ON i> II I• I i il0!'BY I•i I-. 1 � t is MEASURE AND ADD MEASURE AND ADD (MODEL _ GALLON; UL #1316) REFER TO THE _ 1 1 2 ( ) / AMERON -9R- 1 i 2 (AMERON) ' `J }INTO EACH 3'—{SMK++} INTO EACH MANUFACTURERS TANK WARRANTY LIST FOR 7 OF •' •' '' '• �-•' ' ,'•' ' • • '•• ; ' ' FITTING CUT FITTING 3" - 45' FRP ELBOW VOLUME OF PETROLEUM ADDITIVES THAT MAY BE STORED WITHIN THIS TANK" /TEADORESS. 3/4" CONDUIT 2" FRP PRODUCT PIPE 2 PC. CONTAINMENT SWELL • • TO DISPENSER C CLASS ory' CLASS I, oN. 2 MATTITUCK FISHING STATION 3/4" GALV. THREADED CAN "BUTT" TOGETi IER CONDUIT CONNECTOR ELECTRICAL CLASSIFICATIONS DISPENSING AREA PER NFPA 2275 NAUGLES DRIVE 3" FRP SECONDARY 3" X 3" X 3" FRP TEE MATTITUCK, TOWN OF SOUTHOLD, ' 3" - 90' FRP CONTAINMENT PIPE NOT TO SCALE OMNTEC PDS SERIES ry SUFFOLK COUNTY, NY 1 1952 ELBOW 2 PC. 3" FRP SHORT 3" FRP SCDHS FACILITY I D# 1 0—0 0 0 PR08E CONTAINMENT SHELL APPROX. 3/4" CONTAINMENT P AINMENTSHELL CONTAINMENT SHELL 45 ELBOW SWELL DISTRICT: 1000 LOW POINT SCDHS APPROVAL COUPLING SHELL TEE SHELL PRODUCT PIPE CROSSOVER SECTION: 99 OF SUMP BLOCK: 4 E : TYPICAL FRP PIPING DETAILS LOT: 23 �£ HP£f.• PHOE09-05 SCALE. NTS AS SHOWN SUMP SENSOR INSTALLATION NOTES: 1. THE SUMP SENSOR MUST BE POSITIONED AS CLOSE TO THE CONTAINMENT SUMP OUTER WALL AS POSSIBLE. 9/14/09 OWC f' PHOE09-05—P30 2. THE SUMP SENSOR MUST BE MOUNTED IN A TRUE VERTICAL POSITION TO ENSURE PROPER OPERATION. ASPHALT (SEE PT-1 FOR SPEC.) 3. WHEN INSTALLED, THE SUMP SENSOR MUST REST ON THE LOWEST POINT OF THE SUMP. . T PAVED AREA: 4. THE WIRES BETWEE14 THE MONITOR AND EACH SUMP SENSOR ILOCATION MUST BE OF A TYPE DESIGNED FOR ° 1O" MIN. (INCLUDING 2" USE IN THE PRESENCE OF GASOLINE AND OIL, AND MUST BE BETWEEN AWG 14 AND AWG 18. ° THE CONDUIT MUST BE PROPERLY SEALED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA 70) ``d a•, '', . MIN. THICK ASPHALT) OR TANK SUMP/ AND THE AUTOMOTIVE AND MARINE SERVICE STATION CODE (NFPA 30) SINCE THEY PASS FROM CLASS I, $" MIN. (INCLUDING 4" DIVISION 1 OR DIVISI)N II AREA INTO A NON—HAZARDOUS AREA. Q THICK CONC.) DISPENSER SUMP/ 5. FOR STP SUMP PROBE INSTALLATIONS, SELECT A POSITION FO)R THE MOUNTING SLEEVE IN THE SUMP AS FAR AWAY FROM THE SUB!AERSIBLE PUMP AS POSSIBLE. DO NOT WOUNT TO STP UNIT L _ UNPAVED AREA: MISC. DETAILS 6. EPDXY SEALANT BAGS ARE FOR TWO WIRE NUT CONNECTIONS ONLY! IMPROPER SEALING OF THE CONNECTIONS �p 18" MIN. WILL RESULT IN INACCLRATE SENSOR READINGS AND POSSIBLIY FALSE ALARM CONDITIONS. 7. INSTALLER SHALL FOLLOW PROBE MANUFACTURER'S INSTALLATION GUIDE SHIPPED WITH PROBE UNITS FOR DOUBLE WALL COMPLETE INSTALLATION INSTRUCTIONS AND PROCEDURES. 6" 6" PRODUCT PIPING SH&tTN : C : OMNTEC. SUMP PROBE MOUNTING DETAILS ' -3 a o SCALE: NTS F: AMERON PIPE TRENCH DETAIL SCALE.• NTS REV. OF 3 1 r;Ep P dl�L 1,I "F, lf`L r li -IC E,k{ g i d":Ii�{tul �,r ';1•:" i nr..,7..'r!{tlkr ,�,i7,r,,;°•,^ i .: 7i i '+k� se It rh3�J.' 1-11 G ItI Q i..r,.yA�lriy I r .''•�,� I i'N'!�, .. 433' API FILL PORT COLOR CODING t?alp' i,uIfF,. PoINT WHITE BLUE ENGINEERING ��•ZO a MID-GRADE UNLEADED GASOLINE ` Il ail i N� I ��15 I i a:A:fv4{�.Nh,l{..-irv.t•°$,�k: "APIP'°4" iM.a.r...SC.:: . ORANGE I; � rlilr�9 VAPOR RECOVERY a E Wsr I 410 JERICHO TURNPIKE a:trwrl fall tk SUITE 105 JERICHO, NY 11753 +a'�{ �Y«dlp'Iri i (516)433-4320 FAX: (516)433-4364 4 I r,li i :Y1 u ,lrl,,l; ALL PHASES OF ENGINEERING DESIGN, ' CODE CONSULTING,ZONING ANALYSIS& .,..µ: BID SPECIFICATION KEY MAP N ^ NTS WWW.HighPointEngineering.com REPUTED LOCATION OF et UNDERGROUND POTABLE WATER WELL EREPUTED LOCATION OF CHRIS M TARTAC LIA EXIST. UNDERGROUND WATER SUPPLY PIPING if - CONC. B..00K -''O �?•it s, S - X ' SEE "WORK AREA az DETAIL PLAN" � �F+- ;�' � o w V) MATTITUCK CREEK _ 1�j' / GENERAL NOTES 1. EXISTING CONDITIONS DEPICTED ON THIS DRAWING REFERENCE A SURVEY CONC. BLOCK I PREPARED BY: YOUNG & YOUNG GARAGE `�: �"' 400 OSTRANDER AVENUE RIVERHEAD, NY PROFESSIONAL ENGINEER N U M E R I C INL LEGEND DATED: 7/6/71 NEW YORK LICENSE No. 078209 C, "" '� 2. TANK/ PROPERTY OWNER/ APPLICANT: 3,000 GALLON 64"0 AR!EO-POWER DOUBLE WALL STEEL MATTITUCK FISHING STATION (TANK?o uL({2085 FIREGUARD TAINK WITHIN 1 10% CONTAINMENT DIKE MATTITUCK2275 , NY 1LES D1952 YORK PROHIBITS ANY PERSONVE THE EDUCATION LAW OF THE SALTERNG NEW a� 2O 28'-6"x1O'-O"x8" THICIK CONCRETE TANK PAD. ANYTHING ON THESE DRAWINGS AND/OR THE ►� 3. LOCATION AND DEPTH OF EXISTING UNDERGROUND APPURTENANCES SUCH AS O1 3 BELOW GROUND PRODUI.CT PIPING: 2" 3" DWFFG. ACCOMPANYING SPECIFICATIONS, UNLESS IT IS 3 ro`' '"�^-^^-"- O / UST'S, PIPING, & UTILITIES ARE TAKEN FROM REFERENCE PLANS AND FIELD UNDER THE DIRECTION OF A LICENSED �O i�Y OBSERVATIONS. ALL CONDITIONS ARE TO BE VERIFIED BY CONTRACTOR. PROFESSIONAL ENGINEER. WHERE SUCH j ID n 4 ABOVE GROUND PRODUCT PIPING: 2" GALVANIZED ALTERATIONS ARE MADE, THE PROFESSIONAL v1 p ,�' - O IF ANY CONFLICTS ARE IDENTIFIE,O WHICH DO NOT ALLOW THE COMPLETION OF ..s UNDER 3" FIBERGLASS U L� —� O THE WORK AS INDICATED ON THESE PLANS, CONTRACTOR TO ENGINEER MUST SIGN AND SEAL, DATE AND `±�\ 5 1-1/2 HP STP IN STEE::L CONTAINMENT SUMP W/ NOTIFY OWNER/ENGINEER OF RECORD IMMEDIATELY. U DISCRIMINATING PROBE. DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE r� r STORY O6 4"0x36"H CONCRETE FIL..LED PIPE BOLLARD. 4. AREA OF PARCEL: 160,247 SQUARE FEET. SPECIFICATIONS. (NYS EDUCATION LAW SECTION ! AME FRAME O 5. THE OWNER OR OPERATOR MUST PERMANENTLY MARK ALL FILL PORTS 7209-2) L AME HOUSE N84*48'20"N/ 7 PRIMARY TANK VENT RISER W/ HIGH LEVEL ALARM 135,f.cn' FACING FILL PORT. TO IDENTIFY THE PRODUCT INSIDE THE TANK. THESE MARKINGS MUST BE 8O SPILL CONTAINMENT I'AA114HOLE 0 FILL PORT. CONSISTENT WITH THE COLOR AND SYMBOL CODE OF THE AMERICAN PETROLEUM INSTITUTE AS INDICATED ON THE 9O SAWCUT/ REPAIR EXISTING ASPHALT AREA 0 PIPE TRENCH "API FILL PORT COLOR CODING" DETAIL THIS SHEET. ' 10 DPW FLEXWORKS PIPING TRANSITION SUMP W/ I THE CIRC SYMBOLS TO BE GASOLINE USED ARE:PRODUCTS AND VAPOR RECOVERY LINES. DISCRIMINATING PROBE. 0 A HEXAGON FOR DIESEL AND OTHER DISTILLATES. �O 11 OMNTEC OEL800011 LEAIr, DETECTION PANEL IN A BORDER MUST BE PAINTED AROUND FUEL PRODUCTS CONTAINING 0 METAL. ATTENDANT AREA BUILDIING ��� 12 10'Lx4'Wx6"H CONCRETE' FILLED STAINLESS STEEL EXTENDERS SUCH AS ALCOHOL. THE BORDER WILL BE BLACK AROUND A WHITE SYMBOL AND WHITE AROUND ALL OTHER COLORS. ISLAND FORM. J 13 WAYNE SINGLE PRODUC717 SINGLE HOSE GASOLINE 6. ENGINEER NOT RESPONSIBLE FOR CONTRACTOR'S SEQUENCING, PLANNING OR DISPENSER w/ CONTriMNAMENT SUMP PROBE. EXECUTION OF THE WORK DEPICTED ON THESE PLANS. 7. THE INSTALLER MUST NOTI+-Y THG SCCHS OFFICE OF DATE WORK IS TO START AND SHALL CUi:rIR'J ALL PLAtI APPROVALS. O 8. ALL NEW PIPING SHALL BE INSTALLED AS PER THE U REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH I {r� = SERVICES ORDINANCE, AND N.F.P.A. STANDARDS #30 & 30A AND ANY EXI T. 2,000 Cs L- ON SINGLE OTHER AUTHORITY RAVING JURISDICTION. INSTALLATION/SYSTEM SHALL WALL FIBERGLASS NOT BE PLACED INTO SERVICE UNTIL INSPECTED & APPROVED BY SCDHS. ` I UNDERGROUND S110RAGE TANK _ 9. ALL WORK MUST MEET ALL BUILDING MD FIRE CODE REQUIREMENTS. EXIST. STACKED TO BE REMOVED. BACKFILL 0 ' STONE WALL EXCAVATION W/ WEA GRAVEL - EXIST. FLOATING 10. EMERGENCY SHUT-OFF SWITCHES SHALL BE CLEARLY MARKED AND \ EXIST. ASPHALT (HEIGHT VARIES - DOCK READILY ACCESSIBLE AND MEET REQUIREMENTS OF NFPA 30A-11.5.3 PAVEMENT FROM r' TO 6'H) 3 9 11. PER NYS DEC REGULATIONS, CONTRACTOR TO PREPARE AS m BUILT SKETCH WITH DETAILED TANK PIPING LOCATIONS INDICATED o � i_ ,+ � _— �� _ AND PROVIDE SKETCH TO ENGINEER OF RECORD. r 12. OWNER TO INSTALL AND MAINTAIN FIRE EXTINGUSHERS IN CONFORMITY _i'gT� ' �� - TREES 24" CAL. `\ _ WITH NFPA 30111.7.1 13. OWNER TO MAINTAIN SIGNAGE AT THE DISPENSING AREA IN CONFORMITY I ^ \ ` WITH NFPA-30A-11.5.5 AND 11.10.8. i{ Z Q ,. EXIST STONE = 14. PER NFPA 30A, REQUIRED DISTANCES FROM PROTECTED TANK TO Qo ♦` t pp 3 I, ! \\ �{ STEPS \\ VARIOUS PROPERTY ELEMENTS ARE AS FOLLOWS: BUILDING: 5' -BUILDABLE PROPERTY LINE: 15' -PUBLIC WAY: 5' Z 11 0' 7ERALL PLOT PLAN i � 1 . ° ° 5 I 0 7 10.5' (TANK (TANK TO BULKHEAD) _ GRAPHIC SCALE 0 vWAILL 62a4 (TA 50 0 25 50 1 0 EXIST. CANOPY • :tJi'' . �`t m rf ;r�i d:;. •`���4 °� Posr _ CITY CNE Cq� ';; •e .„ .,a `., .°;' ]7 a' u., IS...Lkt+,9L.tlN:Y.'i,."f.:a • ,P ° l /�.1. I J SXLAND/ONCRETE _- O`C``�. I P ��„> ( IN FEET ) �''.. DISPENSERS TO BE _ -� �� �1 2^19I 1 inch = 50 ft. 3 V1 L f. 2 REPLACED L 0 � � EXIST. STORAGE W 2 z , 1 t �n '" EXIST 5' BIN TO BE RE-SET T51' "°1 '$¢ 1 ��� I �J STACKED ON NEW ISLAND z z �� J STONE WA'-'_L 1 N Q� O EXIST. GRASS - � AREA (TYP.) I P� (TYP.) LINE OF 6 - Qj OVERHEAD (TYP.) 0� �• " Il EXIST GRASS CANOPY TO AREA LlGfl, �C �� S/TE ADDRESS. AREA (TYP.) REMAIN —THEN o�� MATTITUCK FISHING STATION EXIST. FIXED 2275 NAUGLES DRIVE � I - EXIST ASPHALT � DOCK PAVEMENT EXIST. GRAVEL — AREA MATTITUCK, TOWN OF SOUTHOLD, I EXIST GRAVEL ~ SCDHS FACILITY ID# 10-000'7 SUFFOLK COUNTY, NY 11952 3 �AREA (TYP.) - EDGE OF '--� d o I 1ECTION: ISTRICT: 1000 PAVEMENT EXIST I EXIST. FLOATING SCDHS A P P R O VA L BULKHEAD — DOCK 99 2� Cn — L�CK: 4 LO �: 23 _ HPE/_ PHOE09-05 01 - ''� EXIST. EXIST. TIMBER AS SHOWN SHRUBS/ PILING (TYP.) VEGETATION SUI-"FOLK COUNTY DEPARTMENT OF HEALTH SERVICES 9/14/09 DWG PHOE09-05-PIO (TYP.) BUREAU OF ENVIRONMENTAL ENGINEERING SRAFF�C. F AP%ROVAL TO CONSTRUCT SCDHS JOB NO. �� No Exlsr. r STORY N M 9 - 5 - O FRAME HOUSE 1 PATIO The;:ae plans and specification have been reviewed en:.'found to be in compliance with Suffolk County PUMP & TANK j Cory Sartary Code requirements based upon information sub:nifted by the applicant. This approval to construct SITE PLAN / explres on�D iA� Explra to �at� xi abyu C A�3 t p4blic Heelth End? tc GAO 0 ; 2009 CORK An.-,A DETAILPLAN' GRAPHIC SCALE APPROVAL DATEREVIEW ENCtV _ sH rNo.'— i _ 10 0 5 10 SCALE: 1 =10' PT E3 — ` 1•� :t:. a , .~ �rov!_, as Holed NOTE: THERE ARE NO DRYWELLS, POTABLE WATER LINES OR SEPTIC Approved SYSTEMS PRESENT WITHIN THE LIMITS DEPICTED ON THIS DETAIL PLAN. ( IN FEET ) 1 Inch = 10 ft. REV. OF 3 36"0 MANHOLE IN PIPING TRANSITION SUMP DIKE STORAGE VOLUME CO►M 31UTATIONS 1 1 4'x4'x4" THICK (SEE DETAIL THIS SHEET) CONC. SLAB 1/2' THICK NOID DOWN LUG D WELDED TO DIKE - SUPPLIED BY 22'-0"x8'-0"x3'-2" = 557.33 Cu. Ft. t� t:,. � TANK MANUFACTURER O UNPAINTED GROUNDING LUG - 557.33 Cu. Ft. x 7.48 GAL./ Cu. Ft. = 4, 161 8 GALLONS r ---.- (FRONDED C TAN; l//, MANUFACTURER I""'� I V I� D I I D � 1' EYEBOLT f"\ NJ' PT- I I PT- p� HEAVY DUTY LISTED 4o00._� 1 GROUNDINq CLAMP REQUIRED CAPACITY_ - � la � �. POINT 3,000 x 1.1 = 3,300 GALLONS 1" 1URW/JAW VATS JA1 57.400W/JAW ENDS 4 168 > 3 300 O.K. I DWFG PIPING TO COPPER G STRANDED ano' ( ) TANK DIKE WALL -COPPER GROUND CONDUCTOR 2 6 ENGINEERINGDISPENSER '` TANK ANCHOR - TYP. 4 PLACES-SEE DIKE ANCHORING I I TANK DIKE FLOOR ';,ix,a'l,a'i::?:,`.. bf't;(•• -..'d:'ii vi N.pi;,',!„P,'i,!i4;...,,,.,IC.'i:. -DETAIL-THIS SHEET - - — -. - -' -- - d d ° —�- a I" EYENUT - - O e a •- d. .i -.. ° RAINS131ELDS' ° .d e a d C 1' ANCHOR BOLT 4 d ° p ° e p ° d A _ _ _ 410 JERICHO TURNPIKE d ° e ' d 4 °4 — — — — SUITE 105 ° ° 2'-0" JERICHO,NY 11753 e REINFORCED 0 ' C° a (516)433-4320 FAX: (516)433-4364 CONCRETE TANK SLAB Ld p, f----• ------------------------------ -- ---------- ----------------- ----� g 47. ALL PHASES OF ENGINEERING DESIGN, o I I _I o CODE CONSULTING,ZONING ANALYSIS& d c 0 x S' COPPER CLAD z I OVERFLOW PIPE TO I > BID SPECIFICATION 2 1 40 rYs NEBAR ®6" O.C.E.W.o0 CD (� 0 37 3 DIKE FROM FILL BOX TT ° IEEL GROUNDING ROD /- I LL1111111111J11LI11UU 1U. HU U. e 1 1937 2336 - I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 e . • ALL HARWARE TO BE GALVANIZED AND HAVE 0 I // \\ 34 0 // \\ 0 1 ,343 1 tL1111111.I_LI.U11 ji t j Li L1 Li U O �t A MINIMUM 10,000 LB WORKING LOAD LIMIT WWW.HighPointEngineering.com B d 1 3 43 I 2 4I 1111111111111111111 1 1 111 1 1 1 1 1 Hill 11111 p r \ I I!III�I�IaIa!1I1-II- J4l 1-1 -4WW JI4 cv cv ' ( ❑ I r \ r 1 I ® (�1 ' IIIIIIIIIIIIIIIIIII I1111 I1111 IIIII II111 d , c� ANCHORING DETAIL TANK GROUNDING DETAIL A I _ I \ e e I N.T.S. CHRIS M TARTAGLIA LOW VOLTAGE I i ; I , N.T.S. TO ELECTRICAL I 17 19 13 43 �' 27 °; 34 29 35 7 I ° PANEL .',4 32 1 3>1 32 5 C5 19 e • g 1 13 43 NOTE: CONTRACTOR TO V- NEP e 11 PROP. 36"0 MANHOLE COVER INSTALLED SLOPE DOWN 4' I IN 48"SOUAR£ CONCRETE MAT I" VERIFY STAIR ROUNDED CONCRETE LINE VOLTAGE j 1420 i STRUCTURE/ SUPPORT d AT TOP ("�� Exisr. FIN. GRADE FOR STP TO I 31 I REQUIREMENTS AND BUILDING L__ -- ------------------- - ----- -- ANCHOR TO CONCRETE - SLAB AS NECESSARY 4" DIA. STEEL a 2"STYROFOAM PAD AROUND d FOR PROPER SUPPORT POST FILLED ENTIRE SKIRT PERIMETER W CONCRETE 2"MIN. / EXPLOSION PROOF JUNCTION BOX FOR �.'. � '9 JI Cry' e CONNECTION TO E 2-x3"REDUCER BOOT W/ E TANK SUMP SENSOR TEST VALVE - DPM1 a p ° " Q O d p• O 3'FLEXIBLE ENTRY ( ) o RAJ.6X2.4A TYP. OF 2 CSSiq O • O e p e e d !. d I BOOT-DPM 18S-3.6 h 3'FLEXIBLE ENTRY -, I ° ° e d a' • • •'� •p • • •� � 2 5 � BOOT-DPM y8s-3.6 ° e ° d 'e 3"FRPF2"GALV d, %3"DWFG PIPING TO PROFESSIONAL ENGINEER 4 p. 4.6 ; ' PIPING OM DISPENSER IN PEA GRAVEL TANK IN PEA BACKFILL NEW YORK LICENSE No. 078209 2 2'-0" (DIKE) 4'-6" 1'-0" GRAVEL BACKFILL OPW PISCES BELOW GRADE I` 40" TRANSITION SUMP (PSTF-4630) 28'-6" (CONC. PAD) d THE EDUCATION LAW OF THE STATE OF NEW d MNTEC DISCRIMINATING PROBE TO YORK PROHIBITS ANY PERSON ALTERING S.S. 2"xI2"LONG FEMALE X MALE SW/V£L BE LOCATED AT LOWEST POINT INSIDE ANYTHING ON THESE DRAWINGS AND/OR THE ■ FLEX CONNECTOR HOSEAIASTER fSMS SUMP (SEE SUMP PROBE MOUNTING ACCOMPANYING SPECIFICATIONS, UNLESS IT IS T� A T VIEW I�l T�T DETAIL-SEE SHEET PT-3) 11FL Kll\VI V JIII+J YTYJ I i,, I !i I ;I i! ! I i; UNDER THE DIRECTION OF A LICENSED 1 ! A? d I 2"APOCLO IOOVALV MODEL 176-MANUFACTURED STAINLESS STEEL FEMALE FRP x FEMALE NPT ADAPTOR PROFESSIONAL ENGINEER. WHERE SUCH A I ,I I j (I ,I BALL VALVE AS MANUFACTURED BY CDNBRACO SCALE: 1 2 1'-D" I 1 I ! INDUSTRIES ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST• ° DESCRIBE THE FULLNEXTENT OF'TDETE AND 2"GALV. PIPE NIPPLE AND'i PROVIDE P.V.C. SLEEVE a a . ALTERATION ON THE DRAWING AND/OR IN THE n COMPACTED FILL _ ELEVATION—SECTION D—D SPECIFICATIONS. (NYS EDUCATION LAW SECTION 23 36) CONCRETE FOOTING 7209-2) 1'-6" DIA. (TYP.) z TYPICAL PIPE BOLLARD DE z - o N.T.S. 1Ox12"LONG FEMALE X MALE I� 33 20 2k3"REDUCER BOOT W/ S.S. FLEX CONNECTOR BY 1"APOLLO 1000W0G MODEL 176-ADO 37 37 _ _ f':ST VALVE - OPMIf' HOS£MAST£R-ISMS STAINLESS STEEL BALL VALVE AS 8 ('EE NOTE BELOW) INDUSTRIES: 1 7 00 &43.6X1.4A (TYP. OF 2) MANUFACTURED BY CONBRACO 9 Q32 4 27 3 34 29 35 2"®MAALE FRP x 1" !�n 43 43 2 - DOUBLE WALL P' I,G: V' C5 7 3 7 2 O (SEE CONTAINMENT PIPING ;I E) FEMALE NPT ADA Oz 39 -- 14 N 3"FLEXIBLE J6 (T ENTRY BOOT DPM ; _ i /8S-3.6 (TYP. OF 2) U 40 3"FRP/2"GALV— DWFG PIPING TO \ 1 O -A -: PIPING FROM a' -- 13 4.�y -- -_ - -- -- -I- -----I-- ------1 L-- ---- -L--- DISPENSER 26 OVERFLOW PIPE D D z ----- -1 TO DIKE FROM 0 FILL BOX 3/4"FLEXIBLE ENTRY BOOT LOW VOLTAGE TO BUILDING 1 — 13 1 g 1 1 4 i DPM�4S-1.1 Q 1Z I I I I i 13 4 3 2 1 OMNTEC DISCRIMINATING PROBE TO BE I II �3 19 13 1 g 30 28 SUM, (PSTF-4630) 2'GALV. PIPE NIPPLE ` LINE VOLTAGE III 14 DPW PISCES BELOW GRADE TRANSITION � � LOCATED AT LOWEST POINT INSIDE DETAIL-SEE SHEET PT-3) LINE OF PRIMARY TANK 1 1 SUMP (SEE SUMP PROBE MOUNTING � FOR STP TO III 31 I 1 10 12 BUILDING i �� (6 0,31 1 I I I1343 I I I 11 49 11T— i i \\\� PLAN VIEW—SECTION E—E z B ,AF=}F- i 1I�_ PIPING TRANSITION SUMP DETAILS 1/4 STRIKER 12 I 1 1 _ 1 1 ` SCALE.- NLS _ T PLATE (TYP.) r I-1 -= 21 I �I \\ NOTE LOOSEN CLAMPS AND PULL BACK TEST BOOTS AFTER TESTING O 6 III (1 1 I I I I 1 ----- I o IL �L --� PIPING \\ i' - _. � TRANSITION N �.;, SUMP (SEE i - DETAIL THIS TANK ANCHOR TYP. 4 0 PLACES-SEE DIKE ANCHORING I SHEET) - r (( s; ,:lu DETAIL-THIS SHEET N N 1 1 % ff 1 #3 BARS @ 12" �- 3500 PSI REINF, O.C. EACH WAY 1'-4" MIN. GRUU�VDING ROD CONC. SLAB COMPACTED ' GRAVEL OR RCA 3 BARS 4 _4 �' S/IFADOR£SS. 2 2 HORIZONTAL-CONTINUOUS AROUND HAUNCH PERIMETER I j I _�<- MATTITUCK FISHING STATION 18'-0" (INNER TANK) - 5'-10" (OUTER TANK,) 18'-7" (OUTER TANK) _ 2275 NAUGLES DRIVE 8'-0" (DIKE) MATTITUCK, TOWN OF SOUTHOLD, 26 - SUFFOLK COUNTY, NY 11952 A FRONT ELEVATION B SIDE ELEVATION — SCDHS FACILITY ID# 10-000'7 SCDHS APPROVAL DISTRICT: 1000 SCALE: 1/2"=1'-0"' SCALE: 1/2"=1'-0" SECTION: 99 ^L 11 36" WATERTIGHT MANHOLE - FAIRFIELD 36OWT 22 4" GALVANIZED STEEL RISER @ VAPOR RECOVERY 34 4" STEEL PIPE STUB WELDED TO SUMP (INSTALL 4"0 BLOCK: 4 ITEM SIZE � - MATERIAL SCHEDULE # CONNECTION RUIEBER CAP W/ STAINLESS CLAMPS IN UNUSED STUBS) LOT: 23 12 -- 9'� x 6"H SADDLE SEAL WELDED TO TANK NpE PHOEos-os 1 -- INNER OUTER TANK SHELL - 1 4" MII CARBON STEEL AS SHOWN / / " 23 2" PRESSURE VACUUM VENT CAP 35 4 ' PO)E'PETTED STAGE I VAPOR RECOVERY CONNECTION 13 2 FITTING THRU OUTER SHELL (FOR PLOWABLE 2 -- TANK HEADS - INNER: 5/16" WILE CARBON STEEL FILL FOR MFG. ONLY) 24 6" 8oz EMERGENCY VENT @ INTERSTITIAL SPACE W/� CAP - EMCO WHEATON #AO099-333 � 9/14/09 0lf'C � PHOE09-05-P10 OUTER: 1/4" MILD CARBON STEEL 14 24" MANWAY - OPW# 202 SERIES EMERGENCY VENT 36 2" GAILV. STEEL RISER SUFF'�LK COUNTY DEPARTMENT OF HEALTH SERVICES nnE 25 3/4" DIKE PUMP OUT PIPE W CAP 37 2" CALF W PROBE WIRE FITTING BUREAU OF ENVIRONMENTAL ENGINEE APPROVAL TO CONSTRUCT SCDHS JOB NO. � 9 A ABOVEGROUND 3,000 3 -- EMERGENCY VENT DEFLECTOR ASSE BLY 15 4" GALV. NPT PLUG / / � 4 2" OVERFILL PREVENTION VALVE - OPV #F-STOP 1000 16 2" OMNTEC TANK LEVEL GAUGE 26 3" FRP CLAMSHELL FITTING W/ 90' - 2' GALVANIZED 38 4" CAiE W/ PROBE WIRE FITTING 4 GALLON DOUBLE W/ #61 FT-0206 DROP TUBE - ELBOW INSIDE - COAT EXTERIOR OF FIBERGLASS 39 4" 4";X2" GALVANIZED STEEL NPT REDUCER Thes( plans and specification have been reviewed WALL 17 -- MANUAL TANK GAUGE MORRISON BROTHERS #818F PIPING WITH A U V INHIBITING EPDXY PAINT and fc•und to be in compliance with Suffolk CountySTORAGE TANK W DIKE 40 4 x3 REDUCER BOOT W/ STAINLESS STEEL CLAMPS - SanitU /ry Code requirements based upon information TRANSITION SUMP 5 -- OMNTEC RA-1 HIGH LEVEL ALARM °' " MOUNTED TO VENT 19 4" FEMALE COUPLING FROM INNER THRU OUTER WALL 27 6°' 8oz EMERGENCY VENT @ PRIMARY TANK DP'M RA4,5x3.6 submitted b the applicant. This # Y PP• approval to construct 6 -- OMNTEC INTERSTITIAL SPACE PROBE #BX-PDWS 20 -- TANK SUMP (24"Ox24"H MANWAY EXTENSION - OPW 202 SERIES EMERGENCY VENTS expires on Xiaoyu Chen DETAILS 41 3 ' PIPE CAP SUMP @ END OF PUMP-OUT PIPE Ex Ira io Ass't Public Health Engineer 7 4" FILL ADAPTER AND CAP W STEEL BOLTED MANWAY LID 28 6" MALE NIPPLE FROM INNER THRU OUTER WALL 9 21 3" DOUBLE WALL PIPING 2"0 GALVANIZED STEEL PIPE 29 3" VAPOR ADAPTOR-EMCO WHEATON #A0076 43 2" GALVANIZED NPT PLUG °� .1 Z009 SHHTNO' 8 -- 3 GALLON FILL CONTAINMENT CHAM ER W/ 49 2" INITERSTITIAL MONITORING PIPE APPROVAL DATE REVIEW ENGINEER OVERFLOW PIPE CONNECTED TO DIVE DAINTED WITHIN 3"� AMERON DUALOY 3000/L PIPE - COAT 30 6" HALF COUPLING THRU OUTER SHELL ONLY THIROUGH OUTER WALL PER API STANDARDS EXTERIOR OF FIBERGLASS PIPING WITH A U/V 31 3/4" GALVANIZED CONDUIT 9 -- STAIR/ PLATFORM/ HANDRAIL INHIBITING EPDXY PAINT 32 -- EXPLOSION PROOF JUNCTION BOX 10 N Y 4 SEAL OFF ApapfUfe�i a� Noieri � 29= REV. OF 3 2 HALF COUPLING THRU OUTER SHEL 0 3 3 L 3 / " -� - NO. 0 — MATERIAL SCHEDULE �, ,• T 49 1 AREO POWER STEEL TANK WITHIN COMPARTMENT DIKE 4 1 2 24"0 X 24"H CONTAINMENT SUMP HIGH 18 t8 2" C��LV. VENT RISER BOLTED TO MANWAY W/ BOLTED LID 19 4 0 3 3/4" RIGID CONDUIT 433• 1 g �/v 4 OPWBLE POPPE#106HMP T5830 ACT VALVE FOINT 1 4 LINE VOLTAGE TO 5 HO EMAS ER FS S, W/ HEAT SHRINK - `3�O W VOLTAGE 1 �� PUMP CONTROL CONTAINMENT BOOT-BY FLEX-ING YJHS03 ENGINEERING LOW OL E _ _ _ # PANEL 6 NOZZLE OPW OR CATLOW P a..:':„4,:x �s•. -,•; ,,,;;,,; ,,,,,, „,;... PROBE WIRING 3 6 SEE NOTE 7 4"x2" RUBBER REDUCER W/ AIR VALVE - 9 97 PBELOW OMNTEC RA-1 HIGH O DPM #RA4.5X2.4A LEVEL ALARM 8 4"0" RUBBER REDUCER W/ AIR VALVE AND rB TO DISPENSER B MOUNTED TO VENT 9STAINLESS STEEL CLAMPS - DPM #RA3r9*3-@A µ 3 410 JERICHO TURNPIKE RISER • PT—3 2 SUITE 105 g O 9 2"� GALVANIZED STEEL PRIMARY PIPING JERICHO NY 11753 PT-3 g 8 10 3" FRP PIPE - AMERON DUALOY 3000/ L - APPLY U/V RESISTANT EPDXY COATING TO ALL (516)433-4320 FAX: (516)433-4364 EXPOSE FRP 1 —� 4 1 1 DISPENSER SUMP PIPING OPW FLEXWORKS (ORDER ALL PHASES OF ENGINEERING DESIGN, TO SUIT DISPENSER DIMENSIONS) CODE CONSULTING,ZONING ANALYSIS& �F f BID SPECIFICATION e — 17 12 - 12 2" FRP PIPE - AMERON DUALOY 3000 L z*A - 13 3/4" THREADED BULKHEAD FITTING WELDED TO SUMP COLLAR WWW.HighPointEngineering.com \� :e 4 17 HOSE GOODYEAR FLEX-STEEL MARINA GRADE Lk WARNING NON STAGE II A , WHEN ALARM SOUNDS 18 JUNCTION BOX - CH GUP215 19 SEAL OFF - CH EYD2 CHRIS M ATAGLIA TANK IS FULL .� �`' 26 2" GALVANIZED STEEL ELBOW c" .•ti• 31 DO NOT OVERFILL j `�� ^��6�i• 27 DISPENSER STABILIZER BAR - OPW 29 3"0 FLEXIBLE ENTRY BOOT DPM #8S-3-9 q �;�^s ; 30 3/4" FLEXIBLE ENTRY BOOT - DPM #4S-1.1CO 31 STAINLESS STEEL CONCRETE ISLAND FORM OVERFILL ALARM SIGN (SEE PLAN FOR SIZE) 32 2" MALE NPT x 2" FEMALE FRP ADAPTOR f C , A: STP SUMP LATERAL SECTION � •/�• � �� 18 36 2" EXPLOSION PROOF ELECTRICAL SOLENOID SCALE. NTS `� NOTE: PIPE ROUTING DIAGRAMMATIC IN THIS VIEW, FEE ER TO DETAIL B FOR ACTUAL VALVE (NORMALLY CLOSED) WIRED TO OPEN PROFESS `` ' DISCHARGE PIPE EXIT DIRECTION UPON ACTIVATION OF STP/ CLOSE WHEN STP n 0 TURNS OFF 37 2" ()UCTILE IRON EMERGENCY VALVE MO[RISON BROS. #346D1-0400AV PROFESSIONAL ENGINEER LOW VOLTAGE PROBE WIRING TO LEAK A 30 ® 38 1/2"x6" LONG ANCHOR BOLTS NEW YORK LICENSE No. 078209 ® ® 42 2" " 1 1/2" SCH. 40 GALV. ELBOW DETECTION PANEL PT-3 \� 43 1-1�2 HP STP - RED JACKET THE EDUCATION LAW OF THE STATE OF NEW 2 LINE VOLTAGE TO - PUMP CONTROL 45 DISCRIMINATING TANK SUMP SENSOR, YORK PROHIBITS ANY PERSON ALTERING • �= 45 (29 ANYTHING ON THESE DRAWINGS AND/OR THE PANEL OMNfEC #PDS ACCOMPANYING SPECIFICATIONS, UNLESS IT IS (SEE PROBE MOUNTING 47 2" FULL PORT JOMAR BALL VALVE 200 PSIG WOG UNDER THE DIRECTION OF A LICENSED `•' DETAIL, THIS SHEET) A PROFESSIONAL ENGINEER. WHERE SUCH 48 MECHANICAL LINE LEAK DETECTOR `•• - �O ALTERATIONS ARE MADE, THE PROFESSIONAL 49 WAYNE STAINLESS STEEL SINGLE PRODUCT/ ENGINEER MUST SIGN AND SEAL, DATE AND 1 4"0x6" LONG PIPE STUB DESCRIBE THE FULL EXTENT OF THE ` 18 WELDED 10 MANWAY D : DISPENSER E LE VAT I O N / SUMP SECTION SINGLE HOSE DISPENSER ALTERATION ON THE DRAWING AND/OR IN THE EXTENSION SUMP (TYP. OF 3) 50 PEA GRAVEL BACKFILL (NO SUBSTITUTES) SPECIFICATIONS. (NYS EDUCATION LAW SECTION SCALE: NTS 55 MANWAY 24" DIA. 7209-2) _ G : OVERFILL ALARM SIGN ATTACHED TANK o $ --- - TO VENT RISER DETAIL Z 6 0 SCALE- NTS 0 4"0 RUBBER CAP UNUSED PIPE 49 9 � STUB (TYP. OF 2) 1" RAIN LIP U DISPENSER SUMP FRAME - PIPING UNION 7 ANCHOR BOLT MOUNTING FLANGES —� I �t DISPENSING AREA v' } 4 38 31 — FILL RISER 20 FT. _ 20 FT. — C (6�1) 6u 1 0 5 FINISHED GRADE F / PROP. CLA^STAVPLESS 18 IN, — �g IN 8 SLOPE 4. , d.� . C11 (0.5 u) C9 `.� <d . 27 " a Z a a I O . ;. • d Ql q '(PING TO 0 \ \ / I .. .. .. • - _, . . � o PT-3 IISPENSER _ 71,' 30 4 1/2" 0+C TO INSTALL LAMINATED ALUMINUM TO TANKS �� 11 I I ABEL TO DEPICT INFO. REQUIRED PEF', B : STP SUMP HORI ONTA H(SDEC CODE (SEE DEC NOTE) SCALE.• NTS 12 29 32 42 PLAN VIEW GALV. STEEL 1" BRACKET (SEE PROBE MOUNTING DETAIL, THIS 45 H: DETAIL O DEC REQUIRED '' TANK : . ', ::',...�: .'.: .•`. ...'` .: :-.' :'; BOLTED TO J-BOX W/ GALV. SHEET/ SEE NOTE BELOW) s LOW VOLTAGE HARDWARE (TYP. OF 2) 1 LABEL MOUNTED TO FILL RISER • . ,°�"`"'°� JUNCTION BOX SECTION A-A AT DISPENSER ISLAND SCALE: NTS ".. (POSITIONED TO ALIGN '"" SCALE: NTS :. . PROBE OVER SUMP `� DEC NOTE: : STAINLESS STEEL LOW POINT) CLAMP (TYP. OF 2) *NOTE: PER SCDHS REQUIREMENTS MAINTAIN TEST BOOTS IN PLACE WITH CLAMPS TIGHT TO PREVENT ANY FLOOD WATERS DEC LABEL TO DEPICT THE FOLLOWING INFORMATION FILL IN BLANKS AS DEPICTED BELOW: ENTERING THE DISPENSER SUMP FROM ENTERING THE TANK SUMP THROUGH PIPING INTERSTITIAL SPACE. ( •' •"• - - ' 3/4., RIGID CONDUIT (LENGTH ' AS REQUIRED TO ALLOW _. CERTIFIES THAT THIS TANK PROBE TO REST ON SUMP WAS INSTALLED ACCORDING TO NYS DEC PBS LOW POINT REGULATION 6 NYCRR PART 614. THIS TANK WAS SEAL OFF t. .. . . . .. . . , MANUFACTURED ON BY MEASURE AND ADD MEASURE AND ADD (MODEL # GALLON; UL #1316) (REFER TO THE - 1 1/2 " (AMERON)-Aft- 1 1/2 " (AMERON) MANUFACTURER'S TANK WARRANTY LIST FOR % OF • :• "`' " '; ' ' ' INTO EACH - ....;.. :. •. .. . . .. . . ---- - 4!!—{SMM+3 3"-(SMITH) INTO EACH VOLUME OF PETROLEUM ADDITIVES THAT MAY BE STORED WITHIN THIS TANK" FITTING CUT FITTING 3' - 45' FRP ELBOW SITE ADDRESS. 314' CONDUIT —/ 2" FRP PRODUCT PIPE 2 PC. CONTAINMENT SHELL TO DISPENSER ] LASS I. DIV. i 0 CLASS 2 MATTITUCK FISHING STATION f314" GALV. THREADED CAN "BUTT" TOGETHI R CONDUIT CONNECTOR ELECTRICAL CLASSIFICATIONS DISPENSING AREA PER NFPA 2275 NAUGLES DRIVE 3" FRP SECONDARY 3" X 3" X 3" FRP 1FEE MATTITUCK, TOWN OF SOUTHOLD, 3" - 90' FRP CONTAINMENT PIPE NOT TO SCALE ry SUFFOLK COUNTY, NY 11952 OMNTEC POS SERIES ELBOW 2 PC. 3" FRP SHORT 3" FRP - SCDHS FACILITY ID# 10-000 PROBE CONTAINMENT SHELL COUPLING 2 PC. TEE 2 PC. ' APPROX. 3/4" CONTAINMENT SHELL CONTAINMENT SHELL , 45 ELlaow S11 ELL ; SCDHS APPROVAL DISTRICT: loon COUPLING SIIELL TEE SIIEL,L PRODUCT PIPE CROSSOVER SECTION: 99 LOW POINT OF SUMP 4 E : TYPICAL FRP PIPING DETAILS LOT: 23 ,�CA[E HPE/.' PHOE09-05 SCALE: NTS AS SHOWN SUMP SENSOR INSTALLATION NOTES: I. THE SUMP SENSOR MUST BE POSITIONED AS CLOSE TO THE CIO( 4INMENT SUMP OUTER WALL AS POSSIBLE. 9/14/09 2. THE SUMP SENSOR MUST BE MOUNTED IN A TRUE VERTICAL PO PION TO ENSURE PROPER OPERATION. ASPHALT SEE PT-1 FOR SPEC.) SUF�OLK COUNTY DEPARTMENT OF HEALTH � PwC PHOE09-05-P30 ( BUREAU OF ENVIRONMENTAL EN IPM09 - 245 3. WHEN INSTALLED, THE SUMP SENSOR MUST REST ON THE LOWE' POINT OF THE SUMP. •� �� 4. THE WIRES BETWEEN THE MONITOR AND EACH SUMP SENSOR ILC 1TION MUST BE OF A TYPE DESIGNED FOR PAVED AREA: APPROVAL TO CONSTRUCT SCDHS JOB NO. USE IN THE PRESENCE OF CASOLIN17 AND OIL, AND MUST BE BI WEEN AWG 14 AND AWG 18. . ' a. 1 D MIN. (INCLUDING 2 THE CONDUIT MUST BE PROPERLY SEALED IN ACCORDANCE WIITI THE NATIONAL ELECTRICAL CODE (NFPA 70) _ MIN. THICK ASPHALT) OR TANK SUMP/ AND THE AUTOMOTIVE AND MARINE SERVICE STATION CODE (NF , 30) SINCE THEY PASS FROM CLASS I, d - 8" MIN. (INCLUDING 4" These plans and specification have been reviewed DIVISION 1 OR DIVISION II AREA INTO A NON-HAZARDOUS AREA 0 and found to be in compliance with Suffolk County 5. FOR STP SUMP PROBE INSTALLATIONS, SELECT A POSITION FOIR 1E MOUNTING SLEEVE IN THE SUMP AS FAR THICK CONE.) Sanitary Code requirements based upon information DISPENSER SUMP/ AWAY FROM THE SUBMERSIBLE PUMP AS POSSIBLE. DO NOT ICAO IT TO STP UNIT I. UNPAVED AREA: submitted by the applicant. This approval to construct MISC. DETAILS 6. EPDXY SEALANT BAGS ARE FOR TWO WIRE NUT CONNECTIONS 0 .Y! IMPROPER SEALING OF THE CONNECTIONS �p 18" MIN. expires on_____DE- WILL RESULT IN INACCURATE SENSOR READINGS AND POSSIBLIY LSE ALARM CONDITIONS. (j P pira Ion Xiaoyu Chen 7. INSTALLER SHALL FOLLOW PROBE MANUFACTURER'S INSTALLATIO GUIDE SHIPPED WITH PROBE UNITS FOR DOUBLE WALL Li�e �}(1)�p Agat Public Heatth Engineer COMPLETE INSTALLATION INSTRUCTIONS AND PROCEDURES. 6" 6" PRODUCT PIPING [`J( APPROVAL DATE REVIEW ENGINEER H T N C : OMNTEC SU14P PROB: ; MOUNTING DETAILS PUE30 SCALE.• NTS F: AMERON PIPE TRENCH DETAIL Approved as Noted SCALE: NTS REV. OF 3