Loading...
HomeMy WebLinkAbout48394-Z 010 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47065 Date: 05/18/2026 THIS CERTIFIES that the building COMMERCIAL Location of Property: 380 First St New Suffolk, NY 11956 Sec/Block/Lot: 117.-8-19.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/29/2022 Pursuant to which Building Permit No. 48394 and dated: 10/12/2022 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: Above-ground gas storage tank replacement as applied for. The certificate is issued to: Robins Island Holdings LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: T-HM-21-00215 1/12/2023 ELECTRICAL CERTIFICATE: 48394 12/8/2022 PLUMBERS CERTIFICATION: tho ' e Si ature �SufFe TOWN OF SOUTHOLD may BUILDING DEPARTMENT a X ' TOWN CLERK'S OFFICE o • V# 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#: 48394 Date: 10/12/2022 Permission is hereby granted to: Robins Island Holdings LLC c/o Belvedere Property Mgmt 11 Times Square FI 37 New York, NY 10036 To: install an above-ground gas storage tank replacement as applied for per SCHD & DEC approvals with flood permit. At premises located at: 380 First.St, New Suffolk SCTM #473889 Sec/Block/Lot# 117.-8-19.1 Pursuant to application dated 4/29/2022 and approved by the Building Inspector. To expire on 411212024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 Flood Permit $100.00 CO-COMMERCIAL $50.00 Total: $400.00 Build Inspector pF SO!/T�,QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devline-town.southold.ny.us Southold,NY 11971-0959 Q �y100UNT`l,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robins Island Holdings LLC Address: 380 First St city,New Suffolk st: NY zip: 11956 Building Permit#: 48394 Section: 117 Block: 8 Lot: 19.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Corkrey Electrical License No: 53047ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 1 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Replaced Fuel Tank Inspector Signature: Date: December 8, 2022 S.Devlin-Cert Electrical Compliance Form OFSOUTya� L) �6 -q # # TOWN OF SOUTHOLD BUILDING DEPT. `NCO 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: Q1 r���, sic - y DATE INSPECTOR SOUIyo� # _ * TOWN OF SOUTHOLD BUILDING DEPT. cou ,� 631-765-1802 INSPECTION - I FOUNDATION 1ST/ REBAR /RO H PLBG. FOUNDATION 2ND ATION/CAU KING FRAMING /STRAPPING �t/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] :FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: GV7�__ cz DATE INSPECTOR COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON PIGOTT,MD,MPH If ; Commissioner Ms. Heather Aiduck,via email January 12, 2023 Robins Island Holdings, LLC FEB 2 2026 380 Is' Street New Sufflok,NY 11956 H , FINAL CONSTRUCTION APPROVAL , Articles 12 and/or 18 of the Suffolk County Sanitary Code Site Information: SCDHS Job No: T—HM-21-00215 Facility Name: Robins Island Holdings,LLC Facility Address: 380 1"Street,New Suffolk, NY 11956 Site Record ID No: Site-16367-OPC File Ref. No: 16367 Dear Madam or Sir: The Permit to Construct was issued to the above referenced facility under the SCDHS Job number listed above. The effected storage and the scope of the project are listed. on the table below. This project was completed and inspected according to the requirements of Article 12 and/or Article 18 of the Suffolk County Sanitary Code. Table 1: The following storage facilities can be placed into service pursuant to the attached Permit to Operate. __- -__ _______ ........................----............. ................ -._......__�-_______I . 0 Location Scope of Project TANK# Product Stored SCDHS Capacity .............. ................... 2 2000 Gallon Gasoline Above/Out Tank installation The Storage Facility(s) may be placed into service provided that all necessary permitting, inspection, and other regulatory requirements of the Town, Village and any other governing authorities, having jurisdiction, have been satisfied.. This includes, but is not limited to, meeting all local building codes,zoning, and fire safety requirements. Please see your Permit to Operate attached. The Permit to Operate must be kept on display in a public area at the site. If there is any storage on site that is not on the Permit to Operate, please contact this office immediately at 631-854-2501. DIVISION OF ENVIRONMENTAL QUALITY •OFFICE OF POLLUTION CONTROL* 15 HORSEBLOCK PLACE * FARMINGVILLE,NY 11738 • Public Health Phone(631)854-2501 Fax(631)854-2505 If you have any questions regarding this project, please feel free to contact me at (631) 854-2388 or email me at Oksana.Dzhavalaasuffolkcountyny.gov Respectfully, l Oksana Dzhavala Assistant Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality cc: Bill Lahti,Angela Gallipoli,via email DIVISION OF ENVIRONMENTAL QUALITY •OFFICE OF POLLUTION CONTROL • 1;5 HORSEBLOCK PLACE • FARMINGVILLE,NY 11738 • FtiiblicHealth Phone(631)854-2501 Fax(631)854-2505 rmvm.rromaa.rro«or. a Town of Southold Fire Marshal Plan Re�ew g hW— Robins Island Holdings LLC—AST(Gasoline 2,000 gal) Date: :k 5/3/22 rim Address:t 380 First`St,New Suff. SCTIVI.''117=8 Itie n NametDescrr ode efer�nce �"�.:. � ri�n�s hu.," F �... "�... s . ,s6,''.E&�`� Item#1 Provide signage per FC 5703.5 and FC 5704.2.3. Item#2 Provide portable fire extinguisher(s)per FC Section 906. Plans approved w/the above comments. 5/3/22 FIELD INSPECTION REPORT I DATE COMMENTS ro FOUNDATION(IST) �a ------------------------------------- FOUNDATION (2ND) �q z O d � H ROUGH FRAMING& PLUMBING 1 r �n INSULATION PER N.Y. STATE ENERGY CODE f O n FINAL ADDITIONAL COMMENTS odd e a co, — �x ►o l_ H x e ro H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �� • �� Telephone(631) 765-1802 Fax(631) 765-9502 hllps•//www.southoldtonM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® "'� }'/ PERMIT NO. Building Inspector: APR 2 7 2022 Applications antl farms must§be filled outn their'entaety Incomplete BUILDING DEPT. applications will not be accepted:Where the Applicant,is not the owner,an TOWN OF SOUTH i::_ .L.' Owner's Authorizatron form(Page 2)shall be completed ', ��P , '�� �' w Date: OWNERS)OF PROPERTY k $.'Name SCTM#1000- Project Address: _.. . _ Phone#: Email. �_I._7 1 S'�. _ 6._. . _._..._ .._ ..m. ._ -. of�. ._. r�.e,r<. G✓L�. � 1_ e Mailing Address_ Name: s Mailing Address: `. .81...._/ �.....,...SE. _ .._,SGci -4A('r"_ .m........1���r�� .._....... Phone#: Email ��c�(Gl r /{..i'A a c k _G V ,Q4-- . DESIGN PROFESSIONAL INFORMATION R.. R Name:..__. Mailing Address ,, Phone# J _ _ Email GON7RACTOR INFORMATION4 h g F ` k Name Mailing Address _ ...__ ... ., ..._ ...V rv..-...... .,....,GL.T -�C_�. _...._.. Phone# Email 1...� 5.__l ._ DESCRIPTION OF PROPOSED CONSTRUCTION r. a []New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: QCOther _ V a fd $ W ill the lot be re-graded? ❑Yes No Will excess fill be removed from premises? kYes El No 1 ff 'PROPERTY INFORMATION ;. Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY Checko BOX After Reading The owner�contraetor/design�professto' is responsible for all drainage and storm water issues'as provided by � chapter,236 of th&Y"ri Code.APPLICAMON IS HEREBY MADE to the;Building;0epartment for the°issuance of a Building Permit pursuan to the Building zone Ordinance'of the7own of Southold;Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations;for the,const�uctior of buildings, r additions,"alterations or for rer oval or derriolitlon'as herefn'descdbe l The applicant agrees to comply with all applicable laws;'ordinances,building code, u _ housing code and"eguiations and to admit authorized inspectors on premises and in buiiding(s)foi necessary inspections False statements made`Merein are w punishable as.a lass A misdem,eanor,pursuant to Sedlon 210 a5 of.tF e'New York State Penal Law.' Application Submitted By(print name): Eal wd o A;d t4 Gk 01(uthorized Agent ❑Owner Signature of Applicant: G---s.- Date: STATE OF NEW YORK) S : COUNTY OF g l ) t � being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the_ x6ei1 /r - (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me +t/nh�is 2�day of P r 1 •20 Nota Pub Kimberlyn De Jesus Notary Public,State of New York Reg. No. 01 DE6394737 PROPERTY OWNER AUTHORIZATION Qualified in.Suffolk County (Where the applicant is not the owner) Commission Expires August 5, 202 residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 DocuSign Envelope ID:2A17FAE8-5169-4EE5-9DC4-COF916072F5C NA✓+.rip TOWN OF SOUTHOLD—BUILDING DEPARTMENT ' Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 https://www.southoldtownny.gov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone: FIRM Panel: scTM#1000-��7_ -19.DD Address: t 's+-r- T City: e j Zip: < 6 C 5 CONTACT PERSON: Name: Phone#:Rl�— a —®�Mailing Address: a� IVI�V4 Se ti PROJECT DESCRIPTION: R e-PLa.c �. . e l:i e t�—) , SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALLTHAT APPLY) Type of Structure Type of Structural Activity ❑Residential(1 to 4 families) ❑New structure ❑Residential(more than 4 families) ❑Demolition of existing structure ❑Combined use replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑Flood proofed(attach certification) ❑Alteration to existing structure ❑Manufactured Home ❑Other: ❑Located on individual lot O Located in manufactured home park SECTION 8:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑Clearing of trees,vegetation or debris ❑Mining ❑Grading ❑Drilling ❑ Dredging ❑Connection to public utilities or services ❑Paving ❑ Placement of fill material ❑Drainage improvement(including culvert work) ❑Roadway or bridge construction ❑Fence or wall construction ❑Watercourse alteration(attach description) ❑Excavation(not related to a structured development) ❑Other development not listed(specify): By signing below I agree to the term's and conditlons of this permit and certify to the best of my knowledge the information contained in this application'isstrue,andAccurate.1.understand:that:no work may start until a permit-is issued.The permit may be revoked if any false statements•aremade,Herein.lf.revoked,all work,must cease until permit is re-Issued.Development shall not be used or occupied until a Cert.of.Complianco1s issued.The permit-will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicarit'gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name):Patrick G. Sweeney E sw Eby. Signature of Applicant: �, a. �S..�� Date:10/19/2022 COUNTY OF SUFFOLK (a STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner January 12, 2023 Belvedere Property Management, ROBINS ISLAND HLDGS LLC BELVEDERE MGMT 2299 North Sea Rd. SOUTHAMPTON, NY 11968 Site Record ID: SITE-02-16367-OPC File Reference No. 16367 SITE OPERATING PERMIT STORAGE OF TOXIC AND HAZARDOUS MATERIALS Please see the attached Permit to Operate for storage of toxic or hazardous materials. This permit must be conspicuously posted at the site where the toxic/hazardous materials are located. Failure to post the permit may result in delivery operator refusing to make a delivery of toxic/hazardous materials, including fuel oil. The Permit to Operate does not imply that all storage is in compliance with all applicable codes. The owner and operator of the site are responsible for ensuring that all storage is in compliance. Access to the site shall be granted to representatives of the SCDHS for compliance inspections during normal business hours. Violations of the Suffolk County Sanitary Code are punishable by fines of up to$2,000 per day, per violation. Violations of the New York State Petroleum Bulk Storage Code are punishable by fines of up to $37,500 per day, per violation. If you have any questions in this matter, please contact this office at (631) 854-2501. Please refer to the above file reference number in any correspondence. El x F E B - 2 2026 Division of Environmental Quality,Office of Pollution Control,15 Horseblock Place,Farmingville,NY 11738-(631)854-2501 Suffolk County Deoartrnent of Health Services PERMIT TO OPERATE A TOXIC OR HAZARDOUS MATERIALS STORAGE SITE This permit will expire upon the date specified or upon a change of the Storage Owner. This permit is not transferable and is granted subject to compliance with the provisions of Articles 12&1 a of the Suffolk County Sanitary Code and 6 NYCRR Part 613. This permit can be revoked upon failure to follow the applicable provisions of these parts or comply with any special conditions of issuance. All unauthorized or accidental releases.of toxic or hazardous liquids must be reported to the Suffolk County Department of Health Services at(631)854-2501 and to the NYSDEC Regional Spill Office at 631-444-0320. SITE RECORD ID FILE REFERENCE NO. DATE OF ISSUE EXPIRATION DATE SITE-02-16367-QPC 16367 10101/2019 09/30/2024 FACILITY NAME AND ADDRESS STORAGE OWNER ADDRESS PERMIT ISSUING OFFICIAL BELVEDERE PROPERTY ROBINS ISLAND HLDGS LLC MANAGEMENT BELVEDERE MGMT,Robins 380 FIRST ST Island Holdings,LLC NEW SUFFOLK,NY 11956 11 Times Square,37th Fir SOUTHAMPTON,NY 11968 COMMISSIONER CONDITIONS OF ISSUANCE: 1.The owner and operator are responsible for ensuring that all storage.units at the site are in compliance with applicable codes.2.Access to the site shall be granted to representatives of the SCDHS for compliance inspections during normal business hours. Pet itt prag :SGDHS rank#: Locafion CapacityGontent 2 Aboveground-Outdoors 2,000 Gallons Gasoline I p v fill Ul s� I, F E B - 2 2026 Division of Environmental Quality,Office of Pollution Control,15 Horseblock Place,Farmingville,NY 11738-(631)854-2501 THIS PERMIT MUST BE CONSPICUOUSLY POSTED Page 1 of 1 COUNTY OF S F�L' E-Z F E 8 2 2026 #t STEVEN SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON PIGOTT,MD,MPH Commissioner Ms.HeatheTAiduck,via email January 12,2023 Robins Island Holdings,LLC 380 1"Street New Sufflok,NY 11956 FINAL CONSTRUCTION APPROVAL Articles 12 and/or 18 of the Suffolk County Sanitary Code Site Information: SCDHS Job No: T-HM-21-00215 Facility Name: Robins Island Holdings,LLC Facility Address: 380 1st Street,New Suffolk,NY 11956 Site Record ID No: Site-16367-UPC File Ref. No: 16367 Dear Madam or Sir: The Permit to Construct was issued to the above referenced facility under the SCDHS Job number listed above. The effected storage and the scope of the project are listed on the table below. This project was completed and inspected according to the requirements of Article 12 and/or Article 18 of the Suffolk County Sanitary Code. Table 1: The following storage facilities can be placed into service pursuant to the attached Permit to Operate. SCDHS TANK# Capacity Product Stored Location Scope of Project ----I 1 2 1 2000 Gallon Gasoline i Above/Out Tank installation 1 The Storage Facility(s) may be placed into service provided that all necessary permitting, inspection, and other regulatory requirements of the Town, Village and any other governing authorities, having jurisdiction, have been satisfied. This includes, but is not limited to, meeting all local building codes,zoning,and fire safety requirements. Please see your Permit to Operate attached. The Permit to Operate must be kept on display in a public area at the site. If there is any storage on site that is not on the Permit to Operate, please contact this office immediately at 631-854-2501. DIVISION OF EMONMENTAL QUALITY 10 OFFICE OF POLLUTION CCNTROL+ 16 HORSEBLOCK PLACE * FARMINGVILLE,NY 11738 + PnblieSealth Phone(631)864-2501 Fax(631)854-2505 If you have any questions regarding this project, please feel free to contact me at (631) 854-2388 or email me at Oksana.Dzhavala cr,suffolkcountyny. og_v Respectfully, t Oksana Dzhavala Assistant.Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality cc: Bill Lahti,Angela Gallipoli,via email DIMION OF ENVI[tOPRV OVAL QUAWY •OFFICE OF POLLUTION CONTROL • 15 HORSEBLOCK PLACE • FARMINGVELLE,NY 1.1738 • Phone(691)$54-2501 Fax(631)854 2505 F'UbliCkieslfih COUNTY OF SUFFOLK IN STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON PIGOTT,MD,MPH Commissioner BUREAU OF ENVIRONMENTAL ENGINEERING APPROVAL NOTICE January 28,2022 Lahti Engineering&Environmental Consulting,P.0 207 Hallock Rd, Suite 212, Stony Brook,NY, 11790 Attn.: Bill Lahti RE via e-mail E2 Re: SCDHS Job No. : T-HM-21-00215 WD SCDHS Site No. : SITE-02-16367-OPC A P?� - .7 2022 SCDHS File Ref.No. : 16367 OUiLDING DEPT Dear Sir/Madam ��'RiJ OFSOUT,'-lo'i Your application for a permit to construct a project at Robins Island Holdings, 380 1st St, New Suffolk, NY 11956 has been reviewed for compliance with Article 18 of the Suffolk County Sanitary Code. The application has been approved. Enclosed you will find the Permit to Construct. This permit has to be posted at the construction site during the construction. There may be additional state and federal regulations that apply to the storage facility, including, but not limited to the regulations referenced below. The storage facility may be subject to the New York State Department of Environmental Conservation (NYSDEC) Petroleum Bulk Storage (PBS) and Chemical Bulk Storage (CBS) regulations. Contact the NYSDEC for additional information. The storage facility may be subject to the United Stated Environmental Protection Agency (USEPA) underground storage tank regulations and the Oil Pollution Prevention Act. Contact the USEPA for additional information. Storage facility owners and operators are responsible for identifying and understanding all regulations that are applicable to their storage facilities and ensuring compliance with the regulations. If you have any questions regarding the review process or need assistance, feel free to contact me at my email Stanley.haji@suffolkcountyny.gov or at(631) 854-2532. Very truly yours, 4A4� Stan Shaji, E.I.T Assistant Public Health Engineer Trainee Bureau of Environmental Engineering PublicHealth cc: Division of Environmental Quality—Office of Pollution Control— 15 Horseblock Place—Farmingville,NY 11738-1220 Phone(631)854-2532 Fax(631)854-2505 PERMIT TO CONSTRUCT Toxic and/or Hazardous Material Storage Facility Suffolk County Department of Health Services Gregson Pigott,MD,MPH Commissioner SCHDS REFERENCE# 16367 Date of Issuance: 01/28/2022 SCHDS SITE# SITE-02-16367-OPC Permit expires one year from SCHDS PLAN# T-HM-21-00215 the Date of Issuance* FACILITY NAME&ADDRESS: Robins Island Holdings 3801St St., New Suffolk,NY, 11956 Your Application for Permit to Construct a Toxic or Hazardous Material Storage Facilities for the above referenced'site has been reviewed for compliance with Articles 18 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: 1. 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. 2. Safe construction practices must.be followed during the installation of the storage facility(s). 3. 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. 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 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 Pollution Control performs all required installation inspections and issues an Interim Permit to Operate. The Office of Pollution Control reserves the right to revoke this permit as allowable by law. ISSUED BY: Stan Shaji,E.I.T Bureau of Environmental Engineering Office of Pollution Control Division of Environmental Quality * See the back for exceptions THIS PERMIT IS VALID FOR THE FOLLOWING STORAGE FACILITIES ONLY SCDHS# LOCATION VOLUME CONTENTS NOTE Tank#2 Above/Out 2000 Gasoline New Install *Tank 2 to replace Tank 1* For up to 90 days after 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: BUILDING DEPARTMENT- El�ep tri all'n3peU v 4 y� TOWN OF SOUTH'O��, APR 2 7 2()22 o =� Town Hall Annex- 54375 Main-Roald - PO Box 1179 . ' Southold, New York 11971-00§ DING DEPT Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownny gov- seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Co r r 1 /` e Electrician's Name: License No.: /-n E -`J90)-1!Z Elec. email: Elec. Phone No; 7 LZ 17 LO I request an emad copy of Certificate f Compliance Elec. Address.: _ JOB SITE INFORMATION (All Information Required) Name: )S 1 Q 1-7121� , Address: 5 s N Cross Street: Phone No.: l 96 - Bldg.Permit#: email: e - Tax Map District: 1000 Section: 1 J Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES®NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ®NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I in 'gufFDlk '" BUILDING DEPARTMENT- Electrical,Insp�cor p� CG TOWN OF SOUTHOLD� OCT­ 12022 �. .. o� y� Town Hall Annex - 54375 Main Road - PO Box 1179 y +� Southold, New York 11971 Telephone (631) 765-1802- FAX (631) 765-9502 rogerr �southoidtownny.gov—seand southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: IF-u 1 I Z— S� Z) Electrician's Name: i . �v- 5�r i 1 Z License No.: S"3 ���- � Elec. email:s,5 (cac.sv-q tj4 i i_k- tiq� Elec. Phone N �S�(, t-4 b-7 ❑1 request an email copy of Certificate of Compliance Elec. Address.:3 4 Zkc,A JOB SITE INFORMATION (Ali Information Required� e: Nam ! Address: 3 5 "�` }�P �'_ Cross Street: 04Y Phone No.: - ZY BIdg.Permit#: pj email: 1)�?� e }nJE (f,& Tax Map District: 1000 Section: ! Block: �j Lot:l , O rIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): cp1 ac e Qb�ve �-��� �( Qp1 rn � � r1�-� WIM neu� Square Footage: Circle All That Apply: Is job ready for inspection?: [ YES ©"NO Rough In Final Do you need a Temp Certificate?: YES LJ '-O Issued On Temp Information: (All information required) Service Size]1 Ph❑3 Ph Size: A # Meters Old Meter# - ,❑New Service Fire Reconnect[]Flood Reconnect nService Reconnect[]Underground❑overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional I �ti � ���n PAYMENT DUE-WITH APPLICATION 10I5I I:Z2 b P 4- � ��� + NEW YOIRK STATE- DEPARTMEN'li' OF° ENVIRONMENTAL CONESERVATION ptvk4on of Oink tilts 12e►JIPn 1 SUNY 1 Stony Brook,50 Circle Road,Stony Brook.NY 11790 P:(631)444-0365 1 f-:(631)444.0360 9/19/2022 Robins Island Holdings LLC c/o Belevdere Property Management 11 Times Square, 37t" Floor New York, NY 10036 Re: ,Application #1-4738-04.907100001 Robins Island Holdings LLC Property 380 1st Street, New Suffolk, NY 11956 SCTM## 1000-117-8-19 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, Rianna Scanlon Environmental Analyst Trainee Cc: BMHP Lahti Engineering & Environmental Consulting File OCT 1 -1909 _J NtW V0111t 0 0 11 41111viont of nnu -- u{nun((leiir �nVIFUflltldfltdl �dn�Qrvati�in J • NEW YORK STATE DG,PAR'I'MENT OF ENVIRONMENTAL CONSERVATION °mow F-wility DI?C II) 1-4738-04907 PERMIT Under the Environmental Conservation Law I♦ -'L Permittee and Facility Information Permit Issued To: Facility: ROBINS ISLAND I IOLDINGS LLC ROBINS ISLAND HOLDINGS C/O BELVEDERE PROPERTY 380 hIRST S"f11000-1 17-8-19.001 MANAGI MENi'LLC/ EDDII AiDUCK 2299 N SI A RD NEW SUFMLK. NY 11956 SOUTHAMPTON. NY 11968 Facility location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 712.705 NY'1'M-N: 4540.827 Latitude: 40°59227.3" Longitude: 72'28'16.8" Authorized Activity: Replace existing 2,000 gallon double walled aboveground gasoline storage tank with new 2.000 gal double walled aboveground storage tank. Install 36 square feet reinforced concrete slab. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by William .loseph Lahti, Licensed Professional Engineer, last revised 8/10/22, stamped NYSDEC Approved 9/19/2022. Permit Allth0l'i2at1011s Tidal Wetlands - Under Article 25 Permit ID 1-4738-04907/00001 New Permit Effective Date: 9/19/2022 Expiration Date: 9/18/2027 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SUSAN ACKERMAN, Regional Permit Administrator. Address: NYSDEC Region I Headquarters SUNY a . tony BrookJ50 Circle Rd Stony Brotk, NY 11190 -3409 Authorized Signature: Date 3-a LZ Page 1 of 5 NEW YORK STATE: DITARTMENT OF isNV IRON MENTAL CONSERVATION virility DEC II) 1-4738-0-1907 Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORi%ED PERMITS NOTIFICATION O1= OTHER PERMIT FEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: 'TIDAL WETLANDS I. State Not.Liable for Damage "I lie State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 2. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 3. No Unauthorized Fill No till or backfill is authorized) by this permit without further written approval from the department (permit, modification, amendment). ,t. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. No Disturbance to Vegetated Tidal Wetlands "I'hcre shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. G. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of In an authorized solid waste management.facility. 'These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. S. Concrete Leachate During construction, no wet or fresh concrete or leachate sha11 be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 2 of 5 Dish tiEW YORK STATE DEPARTMENT OIL ENVIRONMENTAL CONSERVATION ftV hicility DEC ID 1-4738-04997 9. Notice of Commencement At least 48 hours prior to commencement of the pro ject. the permitter. and contractor shall siOn and return the top portion of tlue enclosed notification form certifying that they are Fully aware of and understand all terms, and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 10. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 11. State May Order Removal or Alteration of Work if luture operations by the State of'New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources ol'the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, till, excavation. or other modification of the watercourse hereby authorized shall not be completed, the _ owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or Fill and restore to its former condition the navigable and flood capacity o1'the.watercourse. No claim shall be made against the State ofNcw York on account of any such removal or alteration. 12. State May Require Site Restoration 1 f upon the expiration or revocation of this permit, the project. hereby authorized has not been completed, the applicant shall, without expense to the State, rind to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or ally portion of the uncompleted structure or Fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 13. Conformauce With Plans All activities authorized by this permit must be in strict conl'ornlance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by William .Joseph Lallti, Licensed Professional Engineer, last revised 8/10/22, stamped NYSDEC Approved 9/19/2022. i4. PI•eeatitions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of'any wetland or waterway by suspended solids, sediments. fuels, solvents, lubricants, epoxy coatings, paints, concrete, Ieachate or any other environmentally deleterious materials associated with the project. Page 3 of 5 NEN' VORK STATE DEPARTiNIEW ol: ENVIRONi41ENTAL CONSERVATION `rw� Facilily DEC ID 1-4738-04907 GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of tile Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to EC1.. 71- 0301 and SAPA 4,01(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area .when requested by the Department. A copy of this permit, including all referenced neaps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by [he Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications I+ov Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must.be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY (7 Stony Brookj50 Circle Rd Stony Brook. NY 11790 -3409 a. Submission of Renewal Application The pernlittee must sUbmit a renewal application at least 30 days before permit expiration for the following permit authorizations: 'f idal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification.suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of'tile permit; c. exceeding the scope of the project as described in the permit application; Page 4 of 5 NEW YORK STATE i)F.PA12TN'IENT'OF f(,NVIRONNI[sN't'AL.CONSERVATION Facility DCC ID 1-4733-04907 d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; c. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of•lhe. Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of. ownership. NOTIFICATION OF OTHER PERM➢TTEE OBLIGATIONS - Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, salts, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent:attributable to DEC's own negligent or intentional acts or ornisslons, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the perinittee's agent with respect to the permitted activities. and such persons shall be subject to the sanic sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Perinittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining;any other permits, approvals, lands, casements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 xOAA l4LLt\45-tQtIPlIhM uM 4:',2i�t'�'I�E s .� •� �,:w.r .,.m,x,:..>m.�,..�.,.r.,.ux•.-a:..,, :.rnns,:Evu�m:•.sn. �� II CM:' f FRP PIPING T liCH DETAIL(TYPI KEY PLAN S 83 NIS '05'30" E n rn, r;XIST NL,G nISP,NSEH.0 T\ •nc.li2'I'Vos _ .�.u.P-..:.-.,:.e,.P.,.•.- PPfv,�+,so.c � ''(h'T„ sr_>m�r+�,:orfs � /�� l' i `�-�s,'r:•r'?>>e°'>ue \ -- rt.vwua, / i0yy ,a. r , .. .w ., xn , P.ea., 204.43' / ��°�^',� , ;lll � �1 ( Erl •a ^m�mriwrn"m�:w-'.ns,",K'�'z°a.�>,.mr / EXISTING 2 STORY BUILDING 1 W \� m � N9 � P. ,.. S 20'21'43" W .� R 12.03' / "s <w LI _ Pu wNa L °mm nNm�ro 1-11 N I J �` CC' it v ro m LL' co Q �: ,, rN.. �.:,m[.9rt<r•,;m,,�.,,�rn�,.[<„�.>.�,.„~.a.�e., —j �� a,.l,."�.,��<..� ;�\�Pr,,..�a Y�m r�..f�L I f• � _ �,.:w... ��:Pr`n';.,[��,P.wR�,wm r,aa;_�.�.P•> �,�[Pa f�.�,�,.,Mw Lo 4 Iw Ln N 83'05'30" W x / \ 10 cOw, ST, 68.78' J ACKV ,11 S 12 12'21 to � 62' — ,.. N 83'14'31' W 11.7 `30 10 °?'JPr��SEl--i_- PLNIy '/ "..,`` '' 0 _APPARENT; MAI WATER -- ---- "� 66 Lu:E PEk suavEY By LAHTI ENGINEERING & ENVIRONMENTAL _L L I. s� :- .,:, :<.. . •. wor,::.,E P:No-wttE utlD CONSULTING. P.C. 11 -, r?.sm•,..s,<. P,a awvc kwn —1. j'• \, ��r, SUR'JE[Okj iLC :2ATL U F�� ,, n]ver.:c.:n.ns.111F,:,z r•� .. ir�r;,J^o li.ALC(JG 'fili i.REllY 2'.i ri],15r-N!3 PEF2'a? rrG . \EO,r.rNr '.CL' LANL• 42 •le rr:e:v-V]P{.•�CEtuE rro. z3:[2'D Aa...w^wr 2022 SCDHS FILE REP' NO. 16367 PEI.Z3M•Ip�•�SCDHS F'AC ID 10-0267 � TAd(i � V!!CL!FM 3.V(Ifi A_S+ENOSErti P.E.UCEr,iE"D. r9.M _ _ 5 Nf ECr ::r[L is+ EV DO:0—:v:EI—D b/:G/ST i [-�—J: uPu++En!'EA<-VPVFr 9-zo..].:cn rnsrc: ]]zs,z — j _. — ,`;] ROBINS ISLAND HOLDINGS LLC REPLcr,E;.LEIJT r,c EXISTI66 380 ISr STREET ' mm,m Pa aesorx>,s.sR moz+3 w xrw.E m,e�,� : u.,•rv.,as.musvu„ra,u-,:+r.c.n,.•.wP<o.rm..r != : 2,CG•J GAL ].l"-!GASOUPIE T%•NY; „<N+,.,s<mre+.o„o w,:r yr r,>,v sa,•.P,.-_.r< 2 E.a+s cr.mrtxr,--- �--i—:ry I -i—_..._.___. _____._._—______ __— _ __ —___..___— SVEFrvtb'. H� !199G _ SCL'%ri:MWF:r[S 3,fi9i=1 Ir J... w -E— F'i a.ic-cone: :P,m v]:-e:< L e-,[-:l:, PROP. PLAN I G-L007 5 Southold Town Building Department P.O.Box 1179 Permit 4: 48394 53095 Main Rd Southold,New York 11971 Permit Date: 10/12/2022 (631)765-1802 Expiration Date: 4/12/2024 Parcel ID: 117.-8-19.1 BUILDING PERMIT RENEWAL LETTER Dated: 12/11/2024 Applicant: Robins Island Holdings L1.1, , . Location: 380 First St,New Suffolk Work Description: COMMERCIAL install an above-ground gas storage tank replacement as applied for per SCHD &DEC approvals with flood permit. A FEE OF$412.50 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Robins Island Holdings LLC Address: c/o Belvedere Property Mgmt 11 Times Square Fl 37 New York,NY 10036 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 4. • FIRST STREET E 30 N 08^54'30' 252' �� r<+•'�_ h b N 06 54'30• E 272.54' 11. a- U cwc R 1° 2t1.02 ww•I w ¢ "� 0 -- lnJ1� -- - ; OOr 32.20' F 3 •c �e °j1W,iie e 4 - �� -a v-.oec - -'-_ -o_-_�� ®_ O o� 1 P R 0654tW£ ,n35 Pm l B m @1a \1 m 2 I g - I a IN 10 _ W b o UILDRIG: ' +1 - W -. S OS94:T0'M 13039_-.-.-_-=J \ I °w Oj W 1 mf S 12'12*21 W e ° na ) - xC L a nap IY 1.31' - PREMISES as °•aoo>m w1n i.m o.a•K••: IA a g O SUBJECT VJ 3 N 83'14.31'W °"`n°"°�"•^ 0 I R STORAG/E O 18.93 �'� m ♦! Z' 2 rta ... ..... .� NA RY£ I n 1-500 0 y In LEY MAP PRq°OSED II I a ll ' £FR£3F a fi I d , ' I AREA 3� � � ' / w 3 I II P.PO°azo W1S a^.Y/!P ..[`.I d/ II S'02'11'{4'W £A47/£NT AREA bT41' W ;6 O O t.79' (N,I7J SF ID III S 9346'21"E 3 TAX LOT 19 P�O PARCEL 2 APPARENT K 7 WATLR W 10.23' n_ j 3�6B9 SF IOIiIlA/w y•�,, PARCEL 1 kll M 1°I AIFR IRW OFSCR'B£O CS / o p E -03 I ;A•a-Tz646 P.es9). X� ® pg Yb a••••u°ru 2 k 3 S. 141'E W II �-• N 06"13 00•E `. al m ^+ u zo.eo' fir} (�I ``�/p/ s z ae� W s oz sz� w s.u 6 d \ 4 Jd� �I_n L S 2021'43'W Wad ° 12.03' S£BSJ•• \ \c3V'\�.0 . ° 1+ S 03,55,53,E ^ TAX LOT 18 (� ,Il 7.� 'Q '•° 1 STORY 39.18' D /{� 7 (/ 11 ('j 1� ✓ar MARINA F '� p P F[ 4 / f �'�/ .«`� I •'w ae� 7S ACCESSORY �. lu ,I a 1_1�2 STORY C.FE" E y S 83Y3'OD"E B r � uAwNA AccEssOR 1.2 / .{'13 la3e• - UILDI[`I�DEP�: �,/^� a rCly •,,, / Y ,,,,,,�„•.,,; S W4r07 v/ O�I a 93+' O,Cllq!'.!. i 'axe but "'n•° j y7"E 12.t7' V `• ,I• / ®°w�''O S 0 44.1E S 02R254'E m ° �� `,'. ..I • 3 E 020Y'45"• • W 9.32' O w.w y4.34 28, 6 S 01.30'29'S W03ti6 ` //yam S•\ � ,,z a 11'�pv • 25,20' or'K Q • TAX LOT 21 • �S;•.' ✓" S 00-55'41'E • 0 LAND NOW OR FORMERLY OF TOWN OF SOUTHOLD00 •, ; J�A,gy 6 32.85' N m �� A' 16'aj000 • a - - S 32.15*54'E l • - 9.16, TAX LOT 22&23 • • t O +t` S 2211'14'E 11.26' LAND NOW OR FORMERLY OF 4. N 8931'08'E TOWN OF SOUTHOLD • ° 6�n 11.8/' 'BOAT BASIN' S 83'IrST E I 4 10.90' IQ °' ° Li a DRAFT S 7711.40'E 37.66' tI.° S 1 w @g S 819512'E 6�f, li. 7, ti 23.01• I �ATi 974/12 cw ATTORNEY COMMENTS `_ Dta a BY R u., ° I �j► cw e Barrett BCE DATA I �I ° •. • • I co - BBYBonacci & TOTAL TA OF LOTS 2 Van Weele, PC TOTAL AREA 169.444 SOFT. TOTAL UPLAND AREA 762.396 SOFT. a Civil Engineers 175A C erce omm Drive SCHOOL DISTRICT NEW SUFFOLK I ° I Hauppauge,NY 11788 l" FIRE DISTRICT CUTCHOGUE TEST HOl F et ST HD R SUTVeyorS 11 ZONING MARINE II I ° I r 631.435.11 Planners P 631.435.102222 MINIMUM LOT AREA 80,000 SOFT. I V O I • www.bbvpc.com MINIMUM LOT WIDTH 80. FEET MINIMUM HEIGHT 2 STORIES/35 FEET dodo MINIMUM FRONT YARD SETBACK 35 FEET I I •• Tax Map:DISTRICT 1OW SECTION 117 BLOCK 8 LOTS 18&19 MINIMUM SIDE YARD SETBACK 25 FEET/50 FEET TOTAL r �mo.bfvd�V+lbMAn PROPERTY MINIMUM REAR YARD SETBACK 25 FEET I ad.l>°wrodm.•dlrme.m m°den mvdm rd Ee m••Cud•d Im•b PROPOSAL: TRANSFER 48,993 S.F.OR 1.125 ACRES FROM TAX LOT 18(NEW PARCEL 1) I I •• I°d s.p•.dq.db++N..rd... TO TAX LOT 19(NEW PARCEL 2) Ao>�avd.mdlmds..p. SITUATE TOTAL LOT AREA PARCEL 1&2•T82M4 SO.FT.OR 3290 ACRES I i �•�btil�dd,mdl� EXISTING LOTS d TAX LOT TAX LOT a •d°m°AmmdK.ma°°M1mbn NEW SUFFOLK .�sma.xdmdml�•bl as °+lbMpme mVamm.hMbo, LOT AREA 149.325 SO.FL OR 3.428 ACRES 20,119 SO.FT.OR 0.462 ACRES I I �o -..�•�°�' 1OV11I'I OF SOUTHOLD SUFFOLK COUNTY NY UPLAND AREA 142.277 SO.FT.OR 3.266 ACRES 20.119 SO.FT.OR 0.462 ACRES I I NEW SUFFOLK WATERFRONT PROPOSED LOTS PARCEL 1 PARCEL GRANT .r .r UNE OF NEW YORK STATE LAND RANT NEW LOT AREA 700,332 SO.FT.OR 2.303 ACRES 69,112 SO.FT. OR 1.587 ACRES I FlLED ocTOBER 9.1901 LIBER 510 PATE 373 I I,o.�a�° ro1+'•'r LOT CHANGE UPLAND AREA 93,284 SO.FT.OR 2.141 ACRES 69.112 SO.FT. OR 1.587 ACRES (AS SHOWN ON PREVIOUS SURVEY.BY •.T.a y® ev,•i.°,dsm�>ewdN..ToA WLLIAM T BRYAN.L.S.DATED MAY 22 2000) ssl4.mmlu. PREPARED FOR: BEACH AREA 1,056 SO.FT. OR 0.093 ACRES 6,036 SO.FT.OR 0.139 ACRES L - - -- - - -- - ---- -- -- - ---- J C.gwdmmp�mbmnp l.I°d NEW SUFFOLK WATERFRONT FUND,INC. may,_. .dam „dd 650 FIRST STREET,P.O.BOX 746 m bmmdwdrob°eu and Md NEW SUFFOLK.NY 11956 BUILDABLE AREA 89,228 SO.FT.OR 2.048 ACRES 63.076 SO.FT. OR 1.448 ACRES iF•dfmadmm•bv dio„n Ban•w�iutdv popvylnm me ba.p°dt papmvand uv,and irdw,oA minvdod n•dd.ntln aemmd m/ 2012 BBVPC BA MN' I•ra•°dvWg.d,,PwB.P�.P�1^9�.•dd4wro6WAgp and ary da mmwm.5•bn.fommd e,w°I.•cMmdmm.w•°rcle ._ D°b Pr•1•tl N•. \7<w: MV >mem.ae,ep°+dJb•xy.6mmm.aan•dward�b,aw.wm�Ip„.n °,�,�m,..mn..•.md�am.�ndN,..,y,. MY 5.2012 1°�30'. A126278 �f i Pod MIN. 4" CONC. OR ASPHALT fi6" UNPAVED SOIL PAVEMENT SURFACE FILTER FABRIC BETWEEN 0 DISPENSER PEA GRAVEL AND SOIL ROBINS ISLAND HOLDINGS - EQUIPMENT LIST ELECTRICAL CONDUIT THRU "APT MODEL FDB-075-D BULKHEAD FITTING # ITEM OF EQUIPMENT MANUFACTURER MAKE&MODEL NUMBER O3 1 1/2 " DIA. SUPPLY PIPE PEA GRAVEL 1 GASOLINE TANK 2,000 GAL.UL 2085 TANK MANUFACTURED BY CONTAINMENT SOLUTIONS INC. O 4O SHEAR VALVE (DPW 10 SERIES FOR PRODUCT PIPE) i z_ UNDIST. EARTH BACKFILL FOR LIQUID-TIGHT DISPENSER SUMP y I OR CONTROLLED I agenda FILL ENTIRE LENGTH `�o� 2 NORMAL VENT PRIMARY TANK- ROBINS ISLAND HOLDINGS SECONDARY TANK OPWMODEL23 © BRACE FOR SHEAR VALVE © lst St DOUBLE WALL OF PIPE RUN 7 DOUBLE WALLED FIBERGLASS PIPE 0 New_Suffolk,,IVY 11956_, FIBERGLASS PIPING 3 EMERGENCYVENT PRIMARY&SECONDARY TANK-MORRISON BROS,MODEL 2440M FOR PRODUCT PIPING SINGLE WALL ® 6" MIN. REIN. CONCRETE ISLAND FIBERGLASS PIPING 4 PIPING UNDERGROUND-2'OXTODUALOY3000/LASMANUFACTUREDBYAMERON. EXISTING DISPENSER DETAIL PER SCDHS Og LIQUID TIGHT ENTRY COUPLING "APT ABOVEGROUND-TO SCH.40 GALV.STEEL WITHIN 4'OFIREGLASSDUALOY3000/LASMAIBYAMERON COMMENT ISSUED 11-4-2021.THE DISPENSER WAS MODEL FEB-300-R" FLEXIBLE g �� * TRENCH TO HAVE MIN MIN MIN ALREADY APPROVED UNDER SCDHS JOB N0. ENTRY BOOT (FOR 3" FRP PIPE) MIN. 6" CLEARANCE z 5 SUBMERSIBLE PUMP EXISTING RED JACKET PUMPS TO BE RE-INSTALLED 10 ELEC. LEAK DETECTION PROBE i10 BETWEEN PIPE AND SIDE PEA GRAVEL 1 HM15-120R1.NO MODIFICATIONS TO THE WALLS OF TRENCH BACKFILL FOR RIGIDLY MOUNTED 6 TANK LEAKhiI LEVEL EXISTING OMNTEC L1PD2 CONTROL PANEUANNUNCIATOR SHALL REMAIN IN SERVICE.EXISTING OMNTEC PROBES SHALL BE REINSTALLED DISPENSER SYSTEM ARE PROPOSED, ENTIRE LENGTH 11 "FIREFLEX" FLEX CONN. MANU. BY FLEX-ING � OF PIPE RUN 7 TANK MANUAL GAGE GOLDEN GALLON GAUGE AS MANU.BY SCULLY SIGNAL CO. WITH MINIMUM 6" BENDING RADIUS 1© TEST BOOT ON SEC. CONT. PIPE FILTER FABRIC BETWEEN AMA FILLLIMITER CLAY&BAILEY MODEL#1228 "INDIANA SEAL PART NO. 156-32" OR PEA GRAVEL AND SOIL "BLUELINE TECHNOLOGIES 9 ANTI-SIPHON VALVE. MORRISON BROS.MODEL 710 PART ER3.5X2.4A" " FRP PIPING TRENCH DETAIL TYP 10 TEST BOOT OPW MODEL TBA Q 2 s N.T.S. ® j PEA GRAVEL TO MEET PIPING MANUFACTURERS SPECIFICATIONS. 7 GRAVEL TO BE 1/8" TO 1/2" DIAMETER NATURALLY ROUNDED STONE. •�n ,� ALTERNATE BACKFILL AND BEDDING OF CRUSHED STONE MAY BE ` �' ^ y1/� '1 G',-� Q ���Z (�(� EXISTING PIPE TO REMAIN. PIPE IS PITCHED USED AS PERMITED BY THE PIPING MANUFACTURER. -� (� ' ► ` vl✓ TOWARD DISPENSER FOR LEAK DETECTION 1 * BOOT (#12) TO BE PULLED BACK AFTER TEST �� 9 AS WAS INSPECTED AND APPROVED UNDER 11 0 TO ALLOW LIQUID IN SUMP TO FLOW PLAN S Co � �� n�O SCDHS JOB# HM15-120R1. THE PIPE AT 9 O INTO SECONDARY CONTAINMENT PIPE s C' C., THE TANK SLAB IS APPROXIMATELY Z FEET 83005 1 � re� � r HIGHER THAN AT THE DISPENSER SUMP N.T.S. 30 �� T EXISTING DISPENSER DETAIL E D 3. 5 an 5 1�1-f-. 3 �D�� /�/ S� � ° / n, vv�T� N.T.S. CONTRACTOR SHALL CONSULT WITH OWNER �`��VL� �/VDs 'On REGARDING EXISTING SCREEN PLANTINGS IN AREA c�� O '`� TE° L � OF PROPOSED TANK SLAB EXTENSION. TREES • ROOT SYSTEMS SHALL BE RELOCATED OR °�C V S� EXISTING 7'W x 22'L x REINFORCED PERMANENTLY REMOVED AS DIRECTED BY OWNER. ��BE,Q T'q�l/TS CONCRETE SLAB TO REMAIN.N. TOP OF SLAB rn ELEV. 7.0 PER SURVEY BY PINNACLE 17 GENERAL NOTES vJ � ��� �� LAND SUR I ATfD JUNE 20, 2022 > 79199 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODES. 0 0PROPOSED VW X 3.5'L X 6" CONCRETE SLAB REIN 2. ALL WORK TO BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL FIRE PREVENTION ASSOCIATION RECOMMENDATIONS INCLUDING NFPA � r / r I,/ EXISTING 4"0 CONCRETE FILLED BOLLARD 4X4-W4XW4 W.W.M. TO SUPPORT OUTSIDE EDGE OF STAIR UNIT 204. 4,3 30. do FOOTING TO BE REMOVED (TYP FOR 4) /2 STEP ACCESS STAIR WITH HANDRAILS (CONTAINMENT3. ALL WORK TO BE IN STRICT CONFORMANCE WITH APPLICABLE NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS, PARTICULARLY 1 EXISTING 2,000 GAL A/G D/W GASOLINE SOLUTIONS EEC 001) MOUNTED TO CONCRETE SLABS WITH REGARD TO HAZARDOUS AREAS AND GROUNDING REQUIREMENTS. 0 11 TANK TO BE REMOVED (SCDHS TANK #1) PROPOSED 2"0 SCH 40 GALV. WITHIN 4"0 FRP 4. ALL MATERIALS AND WORKMANSHIP TO MEET OR EXCEED APPLICABLE MANUFACTURER'S WRITTEN RECOMMENDATIONS. 0 /G PIPE TO CONNECT EXISTING U/G PIPE TO K _ EXISTING 2 STORY BUILDING r 5. CONTRACTOR SHALL FURNISH TO THE OWNER WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL GOVERNING AGENCIES. EXISTING SANITARY / r Lj PROPOSED 2,000 GAL D/W A/G CONCRETE - REMOVE PORTION ENNISTING D/WW U.G PI PPE S 20021 ' 43 " W 6. ELECTRICAL AND PIPING CONFIGURATIONS ARE SCHEMATIC ONLY. LEACHING POOLS VAULTED TANK FOR GASOLINE STORAGE, BOLTED AS NECESSARY TO AU f 0 TO CONCRETE SLAB, SET 5' OFF BLDG. BOTTOM ° CONTAINMENT BOX ' 7. ALL EQUIPMENT WITHIN HAZARDOUS CLASSIFIED AREAS IS TO BE U.L. LISTED FOR USE IN THE INTENDED AREA. OF TANK NAVD 88 EL 7.0 12 . 03 PROPOSED D/W PIPE TRANSITION FROM 8. NO PRODUCT 15 TO BE INTRODUCED INTO THE STORAGE TANK UNTIL ALL PERMITS TO OPERATE THE TANK HAVE BEEN SECURED. ; � E DERGROUND TO ABOVEGROUND PIPE I r EXISTING OMNTEC TANK ALARM f 9. CONTRACTOR SHALL NOTIFY THE SCDHS AND LOCAL AUTHORITY HAVING JURISDICTION A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT 1 0 � CONTROL PANEL/ANNUNCIATOR 55' OF WORK TO SCHEDULE REQUIRED INSTALLATION INSPECTIONS. \ 0 / MOUNTED ON BLDG TO REMAIN I 0PROPOSED SHORT SECTION OF 10. UPON COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS ARE TO BE REPLACED AND/OR REPAIRED TO, AS CLOSELY AS POSSIBLE, ER TOWN FlR UNIT if 2"0 X 3"0 D/W U/G FRP PIPE N MATCH THEIR ORIGINAL CONDITION. EXISTING SEPTIC TANK - P RT BLE FIRE EXTINGUISHER ON WAL I TO CONNECT EXISTING PIPE TO I PE E OINI OF THE NYS FIRE CODE NEW TANK 11. ALL UNUSED TAPPINGS ON TANK, IF ANY, ARE TO BE PLUGGED USING AN APPROPRIATE STEEL THREADED NPT FITTING. 0 I 0 56' ' 12. FILL PIPES AND VAPOR RECOVERY PORT ARE TO BE COLOR CODED IN ACCORDANCE WITH API STANDARDS. �- l w \ EXISTING ROOF I 13• THE FACILITY OWNER SHALL BE RESPONSIBLE FOR PERIODICALLY CHECKING ALL VENTS, EQUIPMENT, ETC. TO ENSURE THEY ARE IN PROPER PERFORATED PIPE DRAINAGE PROPOSED EMERGENCY DISPENSER I EXISTING LIMITS OF U/G co WORKING ORDER. X SHUT-OFF SWITCH MOUNTED ON BLDG � � ^ I STORMWATER SYSTEM ' 14. "NO SMOKING" SIGNS ARE TO BE POSTED WITHIN 25 FEET OF THE TANK, DISPENSING OR OPEN USE AREAS PER NYS FIRE CODE SECTION EXISTING PROTECTIVE BOLLARDS TO REMAIN (TYP FOR 4) I 2703.7.1. 00 00 15. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS AND AIR ENTRAINMENT (MIN. 4%-MAX 6%). ALL EXISTING WATER SERVICE ' o _ • REBAR TO BE -3RADE 60 DEFORMED BARS. CONCRETE SHALL BE PITCHED AWAY FROM TANK MANHOLES TO MITIGATE RAINWATER INTRUSION. EXISTING GRAVEL DRIVEWAY I LIMIT OF EXISTING GRAVEL PARKING AREA V 16. ALL CONCRETE SHALL BE REINFORCED IN ACCORDANCE WITH LATEST AC1318 STANDARD. EXISTING AS PER SECTION 2306.4 OF THE 2020 N.Y.S. FIRE PROPOSED 2'W X 16'L x 24" CONCRETE SLAB ADDITION TO EXI NG 17. CONTRACTOR SHALL MINIMIZE DISTURBANCE OF EXISTING SITE IMPROVEMENTS. ALL WORK IS TO BE COORDINATED WITH FACILITY OWNER. MASONRY CODE, PHYSICAL PROTECTION OF THE TANK BY TANK SLAB. REINFORCE NEW SLAB WITH (2) LAYERS OF #5 RE AR ® I �� X BOLLARDS IS NOT REQUIRED BECAUSE THE TANK 12" O.C. IN BOTH HORIZONTAL DIRECTIONS. BOTTOM LAYER TO E 3" 18. ALL DEBRIS IS TO BE TRANSPORTED OFF SITE AND PROPERLY DISPOSED OF BY CONTRACTOR. W IS A CONCRETE VAULTED TANK (PROTECTED TANK) CLEAR FROM BOTTOM OF SLAB. TOP LAYER TO BE 2" CLEAR OM TOP 00-00 19. CONTRACTOR IS TO HAVE ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA MARKED OUT PRIOR TO COMMENCEMENT OF W \ OF SLAB. MAINTAIN 3" CLEAR FROM SIDES OF SLAB. DRILL & NSTALL CONSTRUCTION. ILLUSTRATION OF UTILITIES SHOWN ON PLANS IS BASED ON LIMITED INFORMATION AND IS NOT TO BE CONSIDERED THE ^ 63' #5 REBAR DOWELS O 12" O.C. 6" DEEP INTO EXISTING SLAB, 6" DOWN EQUIVALENT OF A MARK-OUT. ALL DAMAGE TO EXISTING UTILITIES/IMPROVEMENTS CAUSED BY CONTRACTOR SHALL BE REPAIRED AT I FROM TOP OF SLAB. APPLY CONCRETE BONDING AGENT TO STING CONTRACTOR'S SOLE EXPENSE. EXISTING GRAVEL PARKING AREA SLAB WHERE THE TWO SLABS ABUT EACH OTHER. ENSURE E \ BENEATH NEW SLAB IS COMPACTED TO MINIMUM 90% SPD. I 20. CONTRACTOR SHALL OBTAIN FINAL APPROVAL OF COMPLETED INSTALLATION FROM ALL GOVERNING AUTHORITIES. o \ 21. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS AND LABOR NECESSARY FOR A COMPLETE AND OPERATIONAL TANK SYSTEM. O EXISTING FENCE X \ I --� LLJ EXISTING 2"0 X 3"0 DOUBLE WALLED FIBERGLASS I Q ^ PIPING FROM PIPE TRANSITION AT TANK TO DISPENSER _...J N zSUMP TO REMAIN (INSTALLED CIRCA 2015) \ : n EXISTING \ I 0 L J r2nj ELEC TRANS T..._. APPROVALS \ W Lo (9 X I APPR 0 ED AS NOTED COMPLY WITH ALL CODES OF ELECT` 1SCI�L 83005 '3w \ �O DATE 0 _ P. ,3 NEW YORK STATE & TOWN CODES �� _ Erg 0 � AS REQUIRED AND CONDITIONS OF 1"NSPECTION REQU f FEE: BY* :--- �JA rn;h 68- 76 EXISTING SINGLE PRODUCT' FUEL DISPENSER NOTIFY �! � n�� ,L e BUILDING DEPARTMENT AT Ste` � A v<�/ ,/ ON CONCRETE ISLAND WITH CONTAINMENT 765-1 02 &A!�9 TO 4 PM FOR THE SUMP WITH LEAK DETECTION PROBE TO REMAIN S "T!'' ! T �r�!� GAI,! I� f n r-T! ha BOARD tiE FOLLOWING INSPECT ONS: �Q 0 1. FO NDATION - TWO REQUIRED USTEES ® > » ^ FO POURED CO"vCRET _ 'rfllt:� iI/ \ REQUIRE BEFORE d- E N.Y.S P r' S 120 12 21 W 2. RO GH - FRAMING & PLUMBING n 62 0 3. INSULATION OPENING PROPOSED 2"0 SCH 40 GALV. STEEL PIPE WITHIN , .* ^ 4. FINAL - CONSTRU(;;ION MUST �� u nQ 4"0 FRP PIPE TO CONTAINMENT BOX ON TOP OF 1 • 31 O \ O BE COMPLETE FOR, C.O. OCCUPA,`•0 J O � TANK TO REMAIN N 83014' 31 W �� 30 �� � ALL NSTRUCTICN SHALL MEET THE USE IS"UNLAWFUL NEW 3"0 X 4"0 FRP REDUCER a EXISTING WOOD WALKWAY `� REQU REMEhTS OF THE CODES OF NEW UL _ FLQ ZOl� 6 EXTERIOR FRP TO BE PAINTED NEW 3"0 FRP SEC. CONT. PIPE 1 9 ° YORK STATE. NOT RESPONSIBLE FOR WITIJOUT CERTIFICA i I.- 'r1 *, O -4, w WITH RUSTOLEUM "UNIVERSAL" SPRAY 18 . 93 FO�'. i ) r r �,�flPAINT TO ENHANCE UV PROTECTION I I SEAL PIPE SLEEVE WITH 4" X 6" RUBBER DESIGN OR CONSTRUCTION ERRORS. n {�� �/ FLOQ 1? "",", ..: {�I�;�� BOOT REDUCER TO MITIGATE WATER IN SLEEVE O OF OCCUPANCY SOUTHOLD TOI C DE. 6" DIA. X 18" SCH 40 PVC PIPE SLEEVE ( TERMINATE SLEEVE 6" ABOVE GRADE ' AT GRADE TO PROTECT SEC. CONT. PIPE I GRADE PROPOSED SITE PLAN APPARENT HIGH WATER 2" DIA. SCH. 40 GALV. STEEL PIPE SCALE: ��° _ �o�-o�� 6 ° LINE PER SURVEY BY LAHTI ENGINEERING & ENVIRONMENTAL i I-I I ►_I i l_I 11-I I-III-i ► I-I� I I-I I- 0 6 -III-III-1 I I- 2 2" SLIP X 2" FEMALE THREAD CPLG CONSULTING, P . C . THE PROPOSED PLAN IS BASED UPON S SITE PLAN 8 PINNACLE LAND 7 I I 1 2" SLIP FRP ELBOW BARRETT, BONACCI & VAN WEELE P.C. LAST REVISED I " 11/13/2000 AND SURVEY BY PINNACLE LAND gppgR '� lA, SURVEYORS, LLC DATED P.c�,Of NEW,, 207 HALLOCK ROAD, SUITE 212 EXISTING PIPE TO REMAIN. PIPE IS PITCHED I I 6 O4 2 FIBERGLASS PIPE SURVEYORS, LLP DATED JUNE 20, 2022 qL0 HIGH ENT vv JUNE 20, 2022 c'� \P�,�Osfpy �� STONY BROOK, NY 11790 TOWARD DISPENSER FOR LEAK DETECTION ALONG W AS WAS INSPECTED AND APPROVED UNDER I O L KH EA D p LINE * � ti �, q (631) 751 -6433 5 3" FIBERGLASS CLAMSHELL FITTING � PER SUER 3 SCDHS JOB# HM15-1ROXIM THE PIPE AT SURVEYORS LLC SURVEY gy PINNACLE �� NEW YDRK P.E. LICENSE N0. 068377 THE TANK SLAB IS APPROXIMATELY 2 FEET 4 0 2 O 3" FIBERGLASS PIPE 0 5 10 15 20 DATE NACLE • ^ J �, w NEW JERSEY P.E. LICENSE N0. 37351 HIGHER THAN AT THE DISPENSER SUMP o 0 .00 o GRAPHIC SCALE D JUNE I LAND �C y 3 0 2" FOAM BOARD AT BOTTOM OF 20 068377 CONNECTICUT P.E. LICENSE NO. 23322 000 0 0 0 0 o PIPE SLEEVE ' 22 e(/�k SCDHS FILE REF N 0 . 16 3 6 7 ��A�pFESS10NP�� VIRGINIA P.E. LICENSE NO. 041658 TO/FROM DISPENSER 6 5 U/G-A/G PIPE TRANSITION AT TANK y�qQ SCDHS FAC ID 10 - 0 2 6�7 NORTH CAROLINA P.E. LICENSE NO. 031093 N.T.S. WILLIAM J. LAHTI MASSACHUSETTS P.E. LICENSE NO. 46420 IT IS THE RESPONSIBILITY OF THE CONTRACTOR T01 REVIEW ALL DRAWINGS AND 5 NYSDEC COMMENT; ADDED DIM. TO TIDAL WETLAND 8/10/22 WJL DIST 1000 PROJECT: SITE: SPECIFICATIONS ASSOCIATED WITH THIS PROJECT PIRIOR TO THE INITIATION OF SECT 117 CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS 4 UPDATED PER SURVEY 6-20-22 FOR NYSDEC 7/25/22 WJL RELATIVE TO THE SPECIFICATIONS, SITE CONDITIONS; OR APPLICABLE CODES, IT IS THE BILK 8 ROBINS ISLAND HOLDINGS LL C CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN 3 SCDHS COMMENTS 12/22/21 WJL LOT 19001 REPLACEMENT OF EXISTING 380 1ST STREET WRITING, PRIOR TO THE START OF CONSTRUCTION FOR RESOLUTION OF THE ISSUE. . FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 2 SCDHS COMMENTS 1 1/5/21 WJL 2,000 GAL. AG/ GASOLINE TANK ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE JOB N0. DATE DRAWING DWG REV NEW SUFFOLK, NY 11956 OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL 1 SCDHS COMMENTS 9/29/21 WJL REGULATIONS AND CODES. ALTERATION OF THESE DOCUMENTS, UNLESS MADE BY A LICENSED PROF., IS A VIOLATION OF SECTION 7209 OF THE STATE EDUCATION LAW. NO. REVISION DATE DRWN APPR NO. REVISION DATE DRWN APPR 21 -014 8-11-2021 PROP. PLAN C-100 i i TANK BUOYANCY CALCULATION: i TANK WATER DISPLACEMENT: EXISTING TANK ALARM CONTROA PANEL/ANNUNCIATOR EXISTING BUILDING 6-11 3/8"X 13'-5 1/2"X 4'-7 3/16"=430.0 CF X(62.4 LBS/CF)=26,834 LBS UPLIFT' MOUNTED ON OLDG WALL TO REMAIN WEIGHT OF VAULT TANK AND CONCRETE SLAB: PROPOSED DISPENSER EMERGENCY SHUT-OFF SWITCH MOUNTED 48"ABOVE(GRADE ON BLDG.WITH [(7'X 22'X 2')+(2'X 16'X 2')]X(145 LBS/CF-62.4 LBS.CF)]+19,300 LBS=50,027 LBS DOWN FORCE PLACARD PER SECTION 2303.2 F 2020 DE FACTOR OF SAFETY AGAINST FLOTATION: ` PER TOWN FIRE MARSHAL,MOUNT PORTABLE FIRE J 50,027/26,8341=1.8 EXTINGUISHER ON WALL PER SECTION 906 OF THE NYS FIRE CODE *THE TANK HAS BEEN DESIGNED NOT TO FLOAT 4"DIA.TANK TAPPING.INSTALL HIGH LEVEL ALARM 2"0 TANK TAPPING WITH 2"0 SCH.40 GALV.STEEL VENT RISER. SYSTEM PROBE.RUN ALL NECESSARY WIRING AND RISER TO BE EXTENDED TO TERMINATE 8'ABOVE TOP OF TANK 2"0 TANK TAPPING WITH 2"0 SCH.40 CONDUIT TO MAKE SYSTEM OPERATIONAL.SET PROBE PER SCDHS.INSTALL OPEN STYLE VENT CAP AT TOP OF RISER GALV.STEEL VENT RISER.RISER TO BE TO ACTIVATE ALARM WHEN A MAXIMUM OF 90%OF EXTENDED TO TERMINATE T ABOVE TOP THE TANK VOLUME IS FILLED. 2"0 SEC.CONTAINMENT PLUGGED TAPPING OF TANK PER SCDHS. EXISTING 4"0 CONCRETE FILLED STEEL 13'-5 1/2" BOLLARDS TO REMAIN(TYP.FOR 4) PROPOSED 2,000 GAL.DOUBLE WALLED UL 2085 TANK(13'-5 1/2"L X 6-11 3/8"W X T-9 3/16"H)FOR GASOLINE STORAGE.GROUND TANK 4"DIA.TANK TAPPING TO FILL FIRE RATED PER NEC.TANK MUST BE MIN.12"FROM EDGE OF SLAB PER SCDHS. MATERIAL(TYP AT EACH TANK CORNER) EXISTING REINFORCED CONCRETE SLAB TO REMAIN PROPOSED SCDHS REQUIRED 2"0 SPARE TANK TAPPING TO BE PLUGGED FOR FUTURE USE 44 CONTAINMENT BOX FACTORY WELDED + + 8"0 TANK TAPPING WITH EMERGENCY VENT CAP TO TOP OF TANK WITH HINGED LID FOR SECONDARY CONTAINMENT TANK 42" X 24"X 30"SUMP BOX WITH HINGED LID FOR SUBMERSIBLE PUMP CONTAINMENT 6'-1 1 3/8" SECONDARY CONTAINMENT PIPE i 2"0 SEC.CONT.TANK TAPPING WITH 2"0 GALV. 0 (TEAL X NT RISER AND OPEN STYLE VENT CAP TERMINATION BOOT W/AIR VALVE ELEV i SUBMERSIBLE PUMP �. i i 4"DIIA.TANK TAPPING WITH SUBMERSIBLE PUMP 2"0 SEC.CONT.TANK TAPPING WITH ELECTRONIC LEAK DETECTION PROBE i 2"0 BALL VALVE ON PUMP OUTLET 6"0 TANK TAPPING WITH EMERGENCY VENT CAP MANUAL BALL VALVE I I PROPOSED 4"0 STEEL HALF COUPLING ELECTRICALLY ACTUATED ANTI-SIPHON SOLENOID VALVE O FOR PRIMARY TANK FACTORY WELDED THROUGH SIDEWALL OF CONNECTED TO PUMP RELAY.VALVE SHALL BE NORMALLY SPILL BOX TO ALLOW TERMINATION OF CLOSED WIHEN SUBMERSIBLE PUMP IS NOT ENERGIZED. ! e 4"0 TANK TAPPING.INSTALL FILL LIMITER SET TO ELECTRONIC ANTI-SIPHON SECONDARY CONTAINMENT PIPE ! ACTUATE WHEN A MAX.OF 95%OF THE TANK VOLUME IS FILLED.INSTALL TIGHT FILL COUPLER AND CAP. FILL LIMITING DEVICE(SUITABLE TERMINATION BOOT (D I I FOR PRESSURIZED FILL)WITH DROP 53 GAL.SCDHS REQUIRED FILL SPILL TUBE WITHIN TANK(BEYOND) LDS i Q11-41 D Q CONTAINMENT BOX \ 3"DIA.HALF FULL PIPE COUPLING FACTORY WELDED o O I I PROPOSED 2"0 SCH 40 GALV.STEEL PIPE THROUG'rH WALL OF SUMP FOR DOUBLE WALLED PIPE P ! L o 0) WITHIN 4"0 FRP A/G PIPE TO CONNECT TERMINATION 4"0 SEC.CONT.TANK OPEN TOP TAPPING(APPROX 6"H)WITH EXISTING U/G PIPE TO NEW TANK PROPOSED 2"0 SCH 40 GALV.STEEL WITHIN 4" CROSS BAR TO ALLOW SIGNIFICANT OVERFILL TO ENTER SEC. c} I I 1$" EXISTING 2"0 X 3"0 UNDERGROUND FRP PIPE TO DOUBLE WALLED FRP ABOVEGROUND PIPE CONT.TANK PER SCDHS DISPENSER TO REMAIN FROM TANK TO U/G PIPE TANSITION 1 ________ PROPOSED TW X 16'L x 24"CONCRETE SLAB ADDITION TO AEI PROPOSED 2,000 GAL.DOUBLE ---- __j EXISTING TANK SLAB.REINFORCE NEW SLAB WITH 2 LAYERS WALLED UL 2085 TANK I I __._._._._._._. ._._._._._._._.-•-•-•-•-•---•-•-•--•-•-•-•--•------------•-•- E SING TA @ S O.C.IN BOTH HORIZONTAL DIRECTIONS. SEC.CONT.TANK LEAK SENSOR BOTTOM LAYER TO BE 3"CLEAR FROM BOTTOM OF SLAB.TOP (BEYOND) PROPOSED D/W PIPE TRANSITION FROM BOLT TANK TO CONCRETE SLAB(TYP FOR 8 LOCATIONS),EACH BOLT LAYER TO BE 2"CLEAR FROM TOP OF SLAB.MAINTAIN 3" UNDERGROUND TO ABOVEGROUND AS PER SCDHS COMMENT ISSUED 11-4-2021,THE MUST BE RATED FOR MIN.3,840 LBS TENSILE TULL-OUT STRENGTH CLEAR FROM SIDES OF SLAB.INSTALL#5 REBAR DOWELS @ 1-7 PIPE.REFER TO DETAIL. PROPOSED PIPE TRANSITION IS A PERMITTED 12"O.C.6"DEEP INTO EXISTING SLAB,6"DOWN FROM TOP OF I / I METHOD THE FACILITY OWNER DOES NOT WANT 2°0 SPARE TANK TAPPING TO BE PLUGGED FOR FUTURE USE SLAB.APPLY CONCRETE BONDING AGENT TO EXISTING SLAB EXISTING 24"THICK REIN.CONCRETE a ° °° - -_ .I 2"0 TANK TAPPING.INSTALL MANUAL FLOAT LEVEL GAUGE WHERE THE TWO SLABS ABUT EACH OTHER.ENSURE BASE SLAB TO REMAIN I-_ ° °• °a a - I NOTE FOR SCDHS PLAN EXAMINER: TO INSTALL A TRANSITION PIPING SUMP. BENEATH NEW SLAB IS COMPACTED TO MINIMUM 90%SPD. II IEI I FE •° o ° • ° ° a I I I-I -111=1 I a e I Ed I I-1 A TRANSITION SUMP IS NOT PROPOSED AS IT IS PROPOSED VW X 3.5'L X 6"CONCRETE SLAB REINFORCED �-I I °. ° a °' ° ° " I 1 (-- NOT NECESSARY FOR THE PROPOSED WITH 4X4-W4XW4 W.W.M.TO SUPPORT TANK ACCESS STAIR -I I I=I I ° a °' ° p -1 I- INSTALLATION;IS NOT REQUIRED BY ART.12 Z -PLAN VIEW 1- ° a , ° a` III-III OR 18;ADDS EXTRA FITTINGS AND JOINTS PROPOSED 2 STEP OSHA APPROVED STAIRWAY I SCDHS REQUIRED NOTES: III=1 I • ° ° I I I-I 1 CREATING POTENTIAL LEAK POINTS;AND FOR ACCESS TO TANK FILL lI 11I 11 I I�(I I a°^ ° °° ° • ° °° ° I �I I I ADDS CONSIDERABLE CONSTRUCTION COST. 2"0 SPARE TANK TAPPING TO BE PLUGGED FOR FUTURE USE 1. THE TANK VENT SHALL TERMINATE A MINIMUM OF 8'ABOVE THE TOP OF THE TANK,AND A MINIMUM OF 12' ° ` ABOVE 1 11 = a PROPOSED TANK EQUIPMENT PLAN 2. THE TANK MUST BE PROPERLY GROUNDED IN ACCORDANCE WITH NFPA 70. -1 I I-III=1 11=1 11=1 11=1 11-'' I I I,��I I I���I I I,  I-1 I -1 I I- PROPOSED 24"THICK REIN. - SCALE: N.T.S. 1 I. I-1 I I CONCRETE SLAB ADDITION 3. A PERMANENT WARNING LABEL MUST BE INSTALLED IN THE UNDERSIDE OF THE FILL SPELL CONTAINMENT BOX PROPOSED SHORT SECTION OF 2"0 X 3"O I.M.STATING"THIS TANK IS EQUIPPED WITH AN OVERFILL PREVENTION VALVE..A TIGHT FILL CONNECTION MUST D/W U/G FRP PIPE TO CONNECT EXISTING BE USED.A LOOSE FILL CONNECTION MAY RESULT IN A SPILL OF DIESEL FUEL." PIPE TO NEW TANK.EXISTING PIPING IS PITCHED 1%TOWARD DISPENSER SUMP. 4. A PERMANENT WARNING SIGN MUST BE INSTALLED ADJACENT TO THE TANK HIIGH LEVEL ALARM ANNUNCIATOR E LEVATI 0 N VIEW STATING"WHEN THE ALARM SOUNDS,THE TANK IS FULL" 5. TANK UNIT MUST BE LABELED ON ALL VISIBLE SIDES WITH THE FOLLOWING IN&'ORMATION: PROPOSED TANK EQUIPMENT PLAN SCDHS TANK NUMBER(SCDHS TANK#2) CONTENTS OF THE TANK(GASOLINE) NOMINAL CAPACITY OF THE TANK(NOM:2,000 GALS) SCALE: N.T.S. WORKING CAPACITY OF THE TANK(WKG:1,800 GALS) 6. THE HIGH LEVEL ALARM SENSOR SHALL BE SET TO ACTIVATE THE HIGH LEVEL.ALARM WHEN 90%OF THE WORKING CAPACITY OF THE TANK IS FULL. BOLTED GROUND CONNECTION TO STEEL TANK SHELL STEEL GROUND LUG ON SIDE WALL OF TANK TANK NOTES MATERIAL SPECIFICATIONS 1. DECONTAMINATE, REMOVE AND PROPERLY DISPOSE OF EXISTING ABOVEGROUND TANK, AND ASSOCIATED PIPING/EQUIPMENT AS NECESSARY TO TANK- NEW 2,000 GALLON UL 2085 DOUBLE WALLED UNIT AS MANUFACTURED BY CONTAINMENT SOLUTIONS INC.. TANK: UNIT SHALL BE PROVIDED WITH RAINTIGHT ACCOMPLISH PROPOSED WORK. ALL DEBRIS TO BE PROPERLY DISPOSED OF OFF-SITE. INTEGRAL FILL SPILL AND PUMP CONTAINMENT BOXES. TANK SHALL BE FACTORY PRIMED AND FINISH PAINTED. TANK REQUIRES CONTAINMENT SOLUTIONS MODEL 6 AWG COPPER WJRE STB001 2 STEP UNIT FOR FILL ACCESS. APPROVALS 2. INSTALL DOUBLE WALLED, ABOVEGROUND 'TANK ATOP NEW REINFORCED CONCRETE SLAB. SECONDARY CONTAINMENT TANK SHALL PROVIDE A MINIMUM OF 110% CONTAINMENT CAPACITY FOR THE PRIMARY TANK. SEE PARTIAL PLANS. NORMAL VENT CAP- FOR PRIMARY GASOLINE TANK TO BE OPW MODEL 523V PRESSURENACUUM VENT WITH 8 OZ. PRESSURE SETTING. VENT FOR SECONDARY TANK TO BE MODEL 23 AS MANUFACTURED BY OPW FUELING COMPONENTS. 3. ENSURE THAT ALL PIPING IS PROPERLY SECURED AND SUPPORTED. NOTE: EMERGENCY VENT CAP- FOR PRIMARY AND SECONDARY TANKS TO BE MODEL 2440M AS MANUFACTURED BY MORRISON BROS.. GROUND ROD CONNECTION 4. INSTALL FILL RISER, LIQUID TIGHT FILL COUPLING AND CAP WITHIN INTEGRAL TANK FILL SPILL CONTAINMENT BOX. INSTALL POSITIVE SHUT-OFF IN ADDITION TO THE GROUND PROVIDED BY THE ROD SYSTEM, DEVICE WITHIN FILL PIPE. INSTALL PERMAINENT PLACARD AT FILL PIPE WARNING THAT A TIGHT FILL CONNECTION IS REQUIRED DUE TO TANK HIGH LEVEL/LEAK DETECTION ALARM SYSTEM- EXISTING OMNTEC MODEL LIPD2 SYSTEM SHALL BE REUSED. THE TANK IS IN DIRECT CONTACT WITH A STEEL REINFORCED BEING EQUIPPED WITH A POSITIVE SHUT (OFF DEVICE. A MAXIMUM 2" DIAMETER FILL CONNECTION SHALL BE UTILIZED TO LIMIT THE FLOW OF CONCRETE SLAB WHICH IS IN DIRECT CONTACT WITH SOIL. PETROLEUM INTO THE TANK. LARGER PIPE DIAMETERS MAY ALLOW EXCESS FILLING RATES CREATING FOAM AND A HIGHER POTENTIAL FOR AN MANUAL TANK GAUGE- TO BE "GOLDEN GALLON" GAUGE AS MANUFACTURED BY SCULLY SIGNAL CO. OVERFILL TO OCCUR'. COORDINATE FILL CtONNECTION SIZE WITH FACILITY OWNER. -F-19mm X 3050mm(3/4"X 10'-0")LONG FILL LIMITER- POSITIVE SHUT-OFF DEVICE FOR FILL PIPE TO BE MODEL #1228 2X4 AS MANUFACTURED BY CLAY & BAILEY VIFG. CO. DEVICE REQUIRES A GROUND ROD SHALL BE LOCATED WITHIN 5 FEET OF THE COPPERCLAD GROUND ROD 5. INSTALL AN ELECTRONIC HIGH LEVEL ALARM SYSTEM TO PROVIDE OVERFILL PROTECTION FOR THE TANK SYSTEM. ALARM SHALL BE ACTIVATED MINIMUM 4" DIA. TANK TAPPING FOR INSTALLATION. UNIT TO BE EQUIPPED WITH DROP TUBE, TIGHT FILL CONNECTION AND CAP. FILL LIMITER SHALL BE SET TO PROPOSED TANK SLAB. DRIVEN INTO GROUND WHEN A MAXIMUM OF 90% OF THE TANK VOLUME IS FILLED. THE ANNUNCIATOR IS MOUNTED ON THE ADJACENT BUILDING AND IS ACTUATE WHEN A MAXIMUM OF 95% OF THE TANK VOLUME IS FILLED. AUDIBKE/VISIBLE FROM THE TANK FILL PORT LOCATION. INSTALL ALL REQUIRED WIRING AND CONDUIT TO MAKE SYSTEM OPERATIONAL. EXISTING CONTROL PANEL AND PROBE MAY BE REUSED IF IN PROPER OPERATING CONDITION. ANTI-SIPHON VALVE- TO BE MODEL 710 AS MANUFACTURED BY MORRISON BROS. VALVE TO BE WIRED TO THE SUBMERSIBLE PUMP RELAY SUCH THAT A SIGNAL TO ENERGIZE THE SUBMERSIBLE PUMP SHALL OPEN THE SOLENOID VALVE. VALVE SHALL BE NORMALLY CLOSED TYPE. \VALVE TO BE EXPLOSION PROOF MODEL GROUND ROD/TANK CONNECTION DETAIL 6. INSTALL 2" DIAMETER VENT RISER ON PRIMARY TANK. VENT RISER SHALL TERMINATE 8 FEET ABOVE TOP OF TANK PER SCDHS USING SUITABLE FOR USE WITH GASOLINE. APPROPRIATE STYLE VENT CAP. NO SCALE PIPING- ABOVEGROUND PRIMARY PIPING FOR GASOLINE FUEL TANK SHALL BE SCH 40 GALV. STEEL. UNDERGROUND PRIMARY PIPING FOR GASOLINE FUEL TANK 7. INSTALL 2" DIAMETER VENT RISER ON SECONDARY CONTAINMENT TANK. RISER SHALL TERMINATE MIN. 1 FOOT ABOVE THE TOP OF THE TANK SHALL BE FIBERGLASS DUALOY 3000/L WITH UL971 LABEL AS MANUFACTURED BY AMERON. ALL SECONDARY CONTAINMENT PPE FROM TANK TO EXISTING WITH AN OPEN STYLE VENT CAP. UNDERGROUND PIPE SHALL BE FIBERGLASS DUALOY 3000/L WITH UL971 LABEL AS MANUFACTURED BY AMERON. 8. INSTALL EMERGENCY VENT CAP ON PRIMARY TANK (SEE TANK PLAN FOR SIZE). EMERGENCY VENT CAP SHALL TERMINATE APPROXIMATELY 1 PIPING TEST BOOT- OPW MODEL TBA. FOOT ABOVE TOP OF TANK. SUBMERSIBLE PUMP- REUSE EXISTING IF IN PROPER OPERATING CONDITION. 9. INSTALL EMERGENCY VENT CAP ON SECONDARY CONTAINMENT TANK (SEE TANK PLAN FOR SIZE). EMERGENCY VENT CAP SHALL TERMINATE ON-SITE TEST PROCEDURES APPROXIMATELY 1 FOOT ABOVE TOP OF IIANK. 1. PRIMARY AND SECONDARY TANKS SHALL BE TESTED BY PRESSURIZING WITH COMPRESSED AIR TO MAXIMUM WHEN 18" X 24" PRE-FAB 10. INSTALL MANUAL FLOAT LEVEL GAUGE IN PRIMARY TANK TO INDICATE GALLONAGE WITHIN THE TANK. 3 PSI AND 3 PSI RESPECTIVELY AND OBSERVING PRESSURE GAUGE FOR A MINIMUM OF THIRTY MINUTES. ALARM BELL WARNING SIGN 11. INSTALL ELECTRONIC LEAK DETECTION PROBE WITHIN SECONDARY CONTAINMENT TANK TO CONTINUOUSLY MONITOR FOR PRIMARY TANK LEAKAGE. APPLY A SOAPY WATER 'SOLUTION ON EXTERIOR OF TANK WHILE IT IS PRESSURIZED. LOSS OF PRESSURE SOUNDS, MYSAFETYSIGN.COM OR BUBBLING OF SOAP MAY BE INDICATIVE OF A LEAK AND WARRANTS FURTHER INVESTIGATION. ANY TANK IS FILLED INSTALL ALL NECESSARY WIRING AND CONDUIT TO TANK ALARNM SYSTEM CONTROL PANEL/ANNUNCIATOR REPAIRS TO TANK MUST BE MADE BY THE TANK MANUFACTURER. TO CAPACITY REM# K-0463)DO NOT OVERFILL LAH T I ENGINEERING 8c ENVIRONMENTAL 12. INSTALL DOUBLE WALLED PIPE SUPPLY FROM THE TANK TO THE EXISTING UNDERGROUND PIPE SYSTEM (REFER TO TANK PLANS FOR 2. THE STEEL PRIMARY PIPIING SHALL BE TESTED BY PRESSURIZING WITH AIR TO 50 PSI. DO NOT CONSULTING, P . C . SPECIFICS). PRESSURIZE EXISTING PRIMARY PIPING HAS GASOLINE VAPORS ARE PRESENT AND IT IS FRP PIPE. THE SECONDARY CONTAINMENT PIPING SHALL BE TESTED BY PRESSURIZING WITH AIR TO 5 PSI. OBSERVE STEEL PIPE BOLLARD 13. INSTALL ALL ASSOCIATED EQUIPMENT, PIPING, FITTINGS, AND WIRING NECESSARY FOR A COMPLETE AND OPERATIONAL TANK INSTALLATION. PRESSURE GAUGE FOR A MINIMUM OF SIXTY MINUTES. APPLY A SOAPY WATER SOLUTION ON EXTERIOR OF P.ct(JF NEwro 207 HALLOCK ROAD, SUITE 212 PIPING WHILE IT IS PRESSURIZED. LOSS OF PRESSURE OR BUBBLING OF SOAP MAY BE INDICATIVE OF A �'t �,�OSfp,�, �Q STONY BROOK, NY 1 1790 14. INSTALL "NO SMOKING/ STOP ENGINE" SIGGN IN TANK AREA PER 2020 NEW YORK STATE FIRE CODE. LEAK AND WARRANTS FURTHER INVESTIGATION. �Q ,f. "UNIVERSAL" 3. UPON COMPLETION OF THE ENTIRE PIPING SYSTEM, PERFORM PRECISION LINE LEAK TEST ON PRIMARY * ��y (631) 751-6433 15. ALL EXTERIOR, ABOVEGROUND FIBERGLASS SECONDARY CONTAINMENT PIPE SHALL BE COATED WITH RUSTOLEM UNIVERSAL SPRAY TO ENHANCE PIPING SYSTEM TO CONFIRM ENTIRE SYSTEM IS LEAK FREE. OVERFILL WARNING SIGN 3 � UV RESISTANCE AS REQUIRED BY THE SCDHS. �' NEW YORK P.E. LICENSE NO. 068377 4. IF THE ABOVE TEST METHODS CONFLICT WITH CURRENT MANUFACTURER RECOMMENDATIONS, CONSULT N.T.S. n 16. THE FILL PORT SHALL BE COLOR CODED WITH PAINT IN ACCORDANCE WITH API STANDARDS. = SCDHS INSPECTOR AND DESIGN ENGINEER FOR RESOLUTION. DO NOT EXCEED MANUFACTURERS il n NEW JERSEY P.E. LICENSE NO. 373512 � 17. AS PER THE TOWN FIRE MARSHAL, SIGNA(GE PER SECTIONS 5703.5 AND 5704.2.3 OF THE NYS FIRE CODE MUST BE PROVIDED. IN ADDITION, RECOMMENDED PRESSURES. SCDHS FILE REF N 0 . 16367 `rF� 068377 ��� CONNECTICUT P.E. LICENSE NO. 23322 A PORTABLE FIRE EXTINGUISHER MUST BE PROVIDED WITHIN 30 FEET OF THE PROPOSED TANK PER SECTION 906 OF THE NYS FIRE CODE. �0 5. THE CONTRACTOR SHALL, TEST ALL ASPECTS OF THE COMPLETED TANK SYSTEM TO ENSURE THEY ARE IN '�OFESSION�' VIRGINIA P.E. LICENSE N0. 041658 PROPER WORKING ORDER INCLUDING, BUT NOT LIMITED T0, THE TANK ALARM SYSTEM AND OVERFILL DEVICE. SCDHS FAC ID 10 - 0 2 6 7 NORTH CAROLINA P.E. LICENSE NO. 031093 WILLIAM J. LAHTI MASSACHUSETTS P.E. LICENSE NO. 46420 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL DRAWINGS AND 5 NYSDEC COMMENT; ADDED DIM. TO TIDAL WETLAND 8/10/22 WJL DIST 1000 PROJECT: SITE: SPECIFICATIONS ASSOCIATED WITH THIS PROJECT PRIOR TO THE INITIATION OF SECT 117 CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS 4 UPDATED PER SURVEY 6-20-22 FOR NYSDEC 7/25/22 WJL RELATIVE TO THE SPECIFICATIONS, SITE CONDITIONS OR APPLICABLE CODES, IT IS THE BLK 8 ROBINS ISLAND HOLDINGS LL C LOT 19.001 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN 3 SCDHS COMMENTS 12/22/21 WJL REPLACEMENT OF EXISTING 380 1ST STREET WRITING, PRIOR TO THE START OF CONSTRUCTION FOR RESOLUTION OF THE ISSUE. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 2 SCDHS COMMENTS 11/5/21 WJL 2,000 GAL. AG/ GASOLINE TANK ACCEPTANCE OF FULL RESP014SIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE JOB N0. DATE DRAWING DWG REV N E NV1nI S U FFO LK, NY 11956 OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL 1 SCDHS COMMENTS 9/29/21 WJL REGULATIONS AND CODES. ALTERATION OF THESE DOCUMENTS, UNLESS MADE BY A LICENSED PROF., IS A VIOLATION OF SECTION 7209) OF THE STATE EDUCATION LAW. NO. REVISION DATE DRWN APPR NO. REVISION DATE DRWN APPR 21-014 8-1 1-2021 PARTIAL TANK PLAN C-101 MIN. 4" CONC. OR ASPHALT 6" UNPAVED SOIL PAVEMENT SURFACE FILTER FABRIC BETWEEN 10 DISPENSER PEA GRAVEL AND SOIL ROBINS ISLAND HOLDINGS - EQUIPMENT LIST O2 ELECTRICAL CONDUIT THRU APT MODEL FDB-075-D BULKHEAD FITTING # ITEM OF EQUIPMENT MANUFACTURER MAKE&MODEL NUMBER G 1 1/2 " DIA. SUPPLY PIPE O ® SHEAR VALVE (OPW 10 SERIES FOR PRODUCT PIPE) UNDIST. EARTH PEA GRAVEL WNWz 1 GASOLINE TANK 2,000 GAL.UL 2085 TANK MANUFACTURED BY CONTAINMENT SOLUTIONS INC. OR CONTROLLED BACKFlLL FOR 05 LIQUID-TIGHT DISPENSER SUMP a nds FILL ENTIRE LENGTH o� 2 NORMALVENT PRIMARY TANK-OPW MODEL 523V WITH 80Z PRESSURE SETTING OF PIPE RUN SECONDARY TANK-OPWMODEL23 © BRACE FOR SHEAR VALVE © ROBINS. SIt S.ISLAND HOLbINGS,.. DOUBLE WALL tO 7 DOUBLE WALLED FIBERGLASS PIPE FIBERGLASS PIPING 3 EMERGENCYVENT PRIMARY&SECONDARY TANK-MORRISON BROS.MODEL 2440M FOR PRODUCT PIPING New,Suffolk,.NY,i1956.___,.,_-._ SINGLE WALL ® 6" MIN. REIN. CONCRETE ISLAND 4 PIPING UNDERGROUND-2"0X3"ODUALOY3000/LASMANUFACTUREDBYAMERON. EXISTING DISPENSER DETAIL ADDED PER SCDHS FIBERGLASS PIPING �� 09 LIQUID TIGHT ENTRY COUPLING "APT ABOVEGROUND-2"0 SCH.40 GALV.STEEL WITHIN 4"0 FIREGLASS DUALOY3000/L AS MANU.BYAMERON COMMENT ISSUED 11-4-2021.THE DISPENSER WAS MODEL FEB-300-R" FLEXIBLE * TRENCH TO HAVE MIN MIN MIN ALREADY APPROVED UNDER SCDHS JOB NO. ENTRY BOOT (FOR 3" FRP PIPE) MIN. 6" CLEARANCE z 5 SUBMERSIBLEPUMP EXISTING RED JACKET PUMPS TO BE RE-INSTALLED ELEC. LEAK DETECTION PROBE 10 '�� BETWEEN PIPE AND SIDE PEA GRAVEL HM15-120R1.NO MODIFICATIONS TO THE 0 WALLS OF TRENCH BACKFlLL FOR 6 TANK LEAK/HI LEVEL EXISTING OMNTEC L1PD2 CONTROL PANEUANNUNCIATOR SHALL REMAIN IN SERVICE.EXISTING OMNTEC PROBES SHALL BE REINSTALLED RIGIDLY MOUNTED ENTIRE LENGTH10 DISPENSER SYSTEM ARE PROPOSED, OF PIPE RUN �1 WITH MINIMUM 6"CBENDING RADIBS FLEX-ING 7 TANK MANUAL GAGE GOLDEN GALLON GAUGE AS MANU.BY SCULLY SIGNAL CO. Q TEST BOOT ON SEC. CONT. PIPE FILTER FABRIC BETWEEN 8 FILL LIMITER CLAY&BAILEY MODEL "INDIANA SEAL PART NO. 156-32" OR PEA GRAVEL AND SOIL Q "BLUELINE TECHNOLOGIES 9 ANTI-SIPHON VALVE. MORRISON BROS.MODEL 710 2 PART ER3.5X2.4A" FRP PIPING TRENCH DETAIL (TYP) 8 6 10 TEST BOOT OPW MODEL TBA N.T.S. PEA GRAVEL TO MEET PIPING MANUFACTURERS SPECIFICATIONS. 7 GRAVEL TO BE 1/8'" TO 1/2" DIAMETER NATURALLY ROUNDED STONE. EXISTING PIPE TO REMAIN. PIPE IS PITCHED ALTERNATE BACKFlLL. AND BEDDING OF CRUSHED STONE MAY BE TOWARD DISPENSER FOR LEAK DETECTION 1® * BOOT (#12) TO BE PULLED BACK AFTER TEST USED AS PERMITED BY THE PIPING MANUFACTURER. AS WAS INSPECTED AND APPROVED UNDER 9 _ _. 11 TO ALLOW LIQUID IN SUMP TO FLOW KEY P LA N SCDHS JOB# HM15-12OR1. THE PIPE AT O INTO SECONDARY CONTAINMENT PIPE THE TANK SLAB IS APPROXIMATELY 2 FEET S 411% 83005 � HIGHER THAN AT THE DISPENSER SUMP ��' � f� � � jj�j � N.T.S. 30 T/p EXISTING DISPENSER ETAIL l `f/ E A� PR 2 7 2022 / E'���9N N.T.S.NTs O CONTRACTOR SHALL CONSULT WITH OWNER �� /1/F,q TE`p pS _ 'n BUILDING DEPT. OF�PROPOS PROPOSED SLAB EXTENSION. TREES do O • ROOT SYSTEMS SHALL BE RELOCATED OR pEC �,� C�Sp'IT C- EXISTING 7'W x 22�L x 24" REINFORCED PERMANENTLY REMOVED AS DIRECTED BY OWNER. 4J �E� JJ �TS GENERAL NOTES CONCRETE SLAB TO REMAIN 7999 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODES. \ 0 / 0 l EXISTING 4"0 CONCRETE FILLED BOLLARD 204- 43 PROPOSED 1'W X 3.5L X 6" CONCRETE SLAB REI 2. ALL WORK TO BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL FIRE PREVENTION ASSOCIATION RECOMMENDATIONS INCLUDING NFPA 4X4-W4XW4 W.W.M. TO SUPPORT OUTSIDE EDGE OF STAIR UNIT 30. do FOOTING TO BE REMOVED (TYP FOR 4) I 2 STEP ACCESS STAIR WITH HANDRAILS (CONTAINMENT 3. ALL WORK TO BE IN STRICT CONFORMANCE WITH APPLICABLE NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS, PARTICULARLY 1\ EXISTING 2,000 GAL A/G D/W GASOLINE SOLUTIONS 001) MOUNTED TO CONCRETE SLABS WITH REGARD TO HAZARDOUS AREAS AND GROUNDING REQUIREMENTS. O 1( t TANK TO BE REMOVED (SCDHS TANK #1) PROPOSED 2"0 SCH 40 GALV. WITHIN 4"0 FRP O 4. ALL MATERIALS AND WORKMANSHIP TO MEET OR EXCEED APPLICABLE MANUFACTURER'S WRITTEN RECOMMENDATIONS. l 0 /G PIPE TO CONNECT EXISTING U/G PIPE TO K _ EXISTING 2 STORY 5. CONTRACTOR SHALL FURNISH TO THE OWNER WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL GOVERNING AGENCIES. BUILDING 6. ELECTRICAL AND PIPING CONFIGURATIONS ARE SCHEMATIC ONLY. EXISTING SANITARY / � - REMOVE PORTION OF EXISTING D/W U.G PIPPPE LEACHING POOLS AS NECESSARY TO ALIGN WITH NEW ' 7. ALL EQUIPMENT WITHIN HAZARDOUS CLASSIFIED AREAS IS TO BE U.L. LISTED FOR USE IN THE INTENDED AREA. 0 � PROPOSED 2,000 GAL. D/W A/G CONCRETE • � CONTAINMENT BOX VAULTED TANK FOR GASOLINE STORAGE, BOLTED TO CONCRETE SLAB, SET 5- OFF BLDG PROPOSED D/W PIPE TRANSITION FROM I 8. NO PRODUCT IS TO BE INTRODUCED INTO THE STORAGE TANK UNTIL ALL PERMITS TO OPERATE THE TANK HAVE BEEN SECURED. \ EXISTING OMNTEC TANK ALARM • • I I' I UNDERGROUND TO ABOVEGROUND PIPE ( O CONTROL PANEL/ANNUNCIATOR F PROPOSED SHORT SECTION OF 2"� X 3"0 9 OF WORK CONTRACTOR TO SCHEDULOE I REQUIRED NSTALLATIONCINSPECT ONS HAVING JURISDICTION A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT 0 0 MOUNTED ON BLDG TO REMAIN I D/STING UG PIPE TO NEW G FRP PIPE W TANK CONNECT EXISTING I 10. UPON COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS ARE TO BE REPLACED AND/OR REPAIRED TO, AS CLOSELY AS POSSIBLE,\ - ' / MATCH THEIR ORIGINAL CONDITION. EXISTING SEPTIC TANK I I �] 11. ALL UNUSED TAPPINGS ON TANK, IF ANY, ARE TO BE PLUGGED USING AN APPROPRIATE STEEL THREADED NPT FITTING. O O I _0 12. FILL PIPES AND VAPOR RECOVERY PORT ARE TO BE COLOR CODED IN ACCORDANCE WITH API STANDARDS. EXISTING ROOF EXISTING PERFORATED PIPE DRAINAGE 11 13• THE FACILITY OWNER SHALL BE RESPONSIBLE FOR PERIODICALLY CHECKING ALL VENTS, EQUIPMENT, ETC. TO ENSURE THEY ARE IN PROPER PROPOSED EMERGENCY DISPENSER STORMWATER SYSTEM D WORKING ORDER. X SHUT-OFF SWITCH MOUNTED ON BLDG 14. "NO SMOKING" SIGNS ARE TO BE POSTED WITHIN 25 FEET OF THE TANK, DISPENSING OR OPEN USE AREAS PER NYS FIRE CODE SECTION EXISTING PROTECTIVE BOLLARDS f 2 ft long proposed 0 L2703.7.1. TO REMAIN (TYP FOR 4) ' short section to have the same 1% J prO A ro,-ed as Note \ 15. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS AND AIR ENTRAINMENT (MIN. 4%-MAX 6%). ALL EXISTING WATER SERVICE pitch as existing REBAR TO BE :RADE 60 DEFORMED BARS. CONCRETE SHALL BE PITCHED AWAY FROM TANK MANHOLES TO MTIGATE RAINWATER INTRUSION. � EXISTING GRAVEL DRIVEWAY piping 16. ALL CONCRETE SHALL BE REINFORCED IN ACCORDANCE WITH LATEST ACI318 STANDARD. EXISTING AS PER SECTION 2306.4 OF THE 2020 N.Y.S. FIRE PROPOSED 2'W X 161 x 24" CONCRETE SLAB ADDITION TO DO NG y 17. CONTRACTOR SHALL MINIMIZE DISTURBANCE OF EXISTING SITE IMPROVEMENTS. ALL WORK I:S TO BE COORDINATED WITH FACILITY OWNER. -- •t MASONRY CODE, PHYSICAL PROTECTION OF THE TANK BY TANK SLAB. REINFORCE NEW SLAB WITH (2) LAYERS OF #5 R ® /i`'1'tiJ X BOLLARDS IS NOT REQUIRED BECAUSE THE TANK 12" O.C. IN BOTH HORIZONTAL DIRECTIONS. BOTTOM LAYER TO E 3" 18. ALL DEBRIS IS TO BE TRANSPORTED OFF SITE AND PROPERLY DISPOSED OF BY CONTRACTOR. W IS A CONCRETE VAULTED TANK (PROTECTED TANK) CLEAR FROM BOTTOM OF SLAB. TOP LAYER TO BE 2" CLEAN OM TOP 19. CONTRACTOR IS TO HAVE ALL UNDERGROUND UTILITIES WITHIN THE PROJECT AREA MARKED OUT PRIOR TO COMMENCEMENT OF 014 OF SLAB. MAINTAIN 3" CLEAR FROM SIDES OF SLAB. DRILL & STALL CONSTRUCTION. ILLUSTRATION OF UTILITIES SHOWN ON PLANS IS BASED ON LIMITED INFORMATION AND IS NOT TO BE CONSIDERED THE W ' #5 REBAR DOWELS O 12 O.C. 6 DEEP INTO EXISTING SLAIB, 6 DOWN (� EQUIVALENT OF A MARK-OUT. ALL DAMAGE TO EXISTING UTILITIES/IMPROVEMENTS CAUSED BY CONTRACTOR SHALL BE REPAIRED AT d" 64 FROM TOP OF SLAB. APPLY CONCRETE BONDING AGENT TO STING "/ CONTRACTOR'S SOLE EXPENSE. EXISTING GRAVEL PARKING AREA \ SLAB WHERE THE TWO SLABS ABUT EACH OTHER. ENSURE E BENEATH NEW SLAB IS COMPACTED TO MINIMUM 90% SPD. 20. CONTRACTOR SHALL OBTAIN FINAL APPROVAL OF COMPLETED INSTALLATION FROM ALL GOVERNING AUTHORITIES. O O X 21. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS AND LABOR NECESSARY FOR A COMPLETE AND OPERATIONAL TANK SYSTEM. EXISTING FENCE EXISTING 2"0 X 3"0 DOUBLE WALLED FIBERGLASS-� PIPING FROM PIPE TRANSITION AT TANK TO DISPENSER SUMP TO REMAIN (INSTALLED CIRCA 2015) T EXISTING � �lJ ELEC TRANS /� APPROVALS SUFFOLK COUNTY DEPARTtAENT OF HEALTH SERVICES N 3 00530 X OFFICE OF POLLUTION CONTROL WAPPROVAL TO CONSTRUCT FO^ 68 EXISTING SINGLE PRODUCT FUEL DISPENSER • 76ON CONCRETE ISLAND WITH CONTAINMENT SUMP WITH LEAK DETECTION PROBE TO REMAI TOXIC/HAZARDOUS MATERIAL STORAGE ® �� SCDHS Job No.: T-H M-21 -00215 N S12012 21 W 6 O !� These plans and specifications have been reviewed and found to be in compliance with the 2 Suffolk County Sanitary Code Article 12 and/or Article 18 requirements based upon PROPOSED 2"0 SCH 40 GALV. STEEL PIPE WITHIN) 1 . 3 1 f � \ information submitted by the applicant. This approval is limited to the construction of the 4"0 FRP PIPE TO CONTAINMENT BOX ON TOP OF' » \ Toxic/Hazardous Material Storage. TANK TO REMAIN N 8 30' 14' 31 W I/ �O '� �' NEW 3"0 X 4"0 FRP REDUCER 7 EXISTING WOOD WALKWAY This approval to construct expires on 01/28/2023 EXTERIOR FRP TO BE PAINTED //J/ Expiration Date WITH RUSTOLEUM "UNIVERSAL" SPRAY NEW 3"0 FRP SEC. CONT. PIPE ,Y PAINT TO ENHANCE UV PROTECTION I I SEAL PIPE SLEEVE WITH 4" X 6" RUBBER 8 . 93 01/28/2022 /✓ /�✓ BOOT REDUCER TO MITIGATE WATER IN SLEEVE \ Approval Date Review Engineer 6" DIA. X 18" SCH 40 PVC PIPE SLEEVE I TERMINATE SLEEVE 6" ABOVE GRADE - -AT GRADE TO PROTECT SEC. CONT. PIPE - - I I - GRADE 2" DIA. SCH. 40 GALV. STEEL PIPE 6 LAHTI ENGINEERING & ENVIRONMENTAL 2 2" SLIP X 2" FEMALE THREAD CPLG IiiIIII�IIII,;Ill,�illl-III-III�I � I I ,III III;I I 12" SLIP FRP ELBOW 1 of NE CONSULTING P . C . PROPOSED SITE PLAN P�F, 41 y� 207 HALLOCK ROAD, SUITE 212 EXISTING PIPE TO REMAIN. PIPE IS PITCHED I ( 6 04 2" FIBERGLASS PIPE �� JOSEpy STONY BROOK, NY 11790 TOWARD DISPENSER FOR LEAK DETECTION " ��P � AS WAS INSPECTED AND APPROVED UNDER I I " SCALE: _ 10'-0" �, 9y * (631) 751 -6433 SCDHS JOB# HM15-120R1. THE PIPE AT 05 3 FIBERGLASS CLAMSHELL FITTING 0 o THE PROPOSED PLAN IS BASED UPON S SITE PLAN BARRETT, e NEW YORK P.E. LICENSE N0. 068377 THE TANK SLAB IS APPROXIMATELY 2 FEET 4 0 2 O 3" FIBERGLASS PIPE BONACCI & VAN WEELE P.C. LAST REVISED 11 13 2000 HIGHER THAN AT THE DISPENSER SUMP F.I. ,0 o NEW JERSEY P.E. LICENSE NO. 37351 -� 3 Q 2" FOAM BOARD AT BOTTOM OF 2J'F 068377 � CONNECTICUT P.E. LICENSE N0. 23322 - - - _ - o PIPE SLEEVE SCDHS FILE REF NO . 16367 0 �oF 7 0 0 0 0 0 0 5 0 5 10 15 20 \ '� SS E P\' VIRGINIA P.E. LICENSE NO. 041658 TO/FROM DISPENSER; U G-A G PIPE TRANSITION AT TANK GRAPHIC SCALE SCDHS FAC ID 10 - 026'7 NORTH CAROLINA P.E. LICENSE N0. 031093 6 N.T.S. WILLIAM J. LAHTI MASSACHUSETTS P.E. LICENSE NO. 46420 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL DRAWINGS AND DIST 1000 PROJECT: SITE: SPECIFICATIONS ASSOCIATED WITH THIS PROJECT PRIOR TO THE INITIATION OF SECT 117 CONSTRUCTION. SHOULD THE CONTRACTOR FIND A, CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS, SITE CONDITIONS OR APPLICABLE CODES, IT IS THE BLK 8 ROBINS ISLAND HOLDINGS LLC CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN 3 SCDHS COMMENTS 12/22/21 WJL REPLACEMENT OF EXISTING WRITING, PRIOR TO THE START OF CONSTRUCTION FOR RESOLUTION OF THE ISSUE. LOT 19.001 380 1 ST STREET FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 2 SCDHS COMMENTS 1 1/5/21 WJL 2,000 GAL. AG/ GASOLINE TANK ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE JOB N0. DATE DRAWING DWG REV NEW SUFFOLK, NY 1 1956 OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL 1 SCDHS COMMENTS 9/29/21 WJL REGULATIONS AND CODES. ALTERATION OF THESE (DOCUMENTS, UNLESS MADE BY A LICENSED PROF., IS A VIOLATION OF SECTION 72019 OF THE STATE EDUCATION LAW. NO. REVISION DATE DRWN APPR NO. REVISION DATE DRWN APPR 21-014 8-11-2021 PROP. PLAN C-100 TANK BUOYANCY CALCULATION: TANK WATER DISPLACEMENT: EXISTING TANK ALARM CONTRO PANEL/ANNUNCIATOR EXISTING BUILDING 6'-11 3/8"X 13'-5 1/2"X 4'-7 3/16"=430.0 CF X(62.4 LBS/CF)=26,834 LBS UPLIFT MOUNTED ON 1 tLDG WALL TO REMAIN WEIGHT OF VAULT TANK AND CONCRETE SLAB: PROPOSED DISPENSER MERGENCY SHUT-OFF SWITCH MOUNTED 48"ABOVE RADE ON BLDG.WITH [(TX 22'X 2')+(2'X 16'X 2')]X(145 LBS/CF-62.4 LBS.CF)]+19,300 LBS=50,027 LBS DOWN FORCE PLACARD PER SECTION 2303.2 FACTOR OF SAFETY AGAINST FLOTATION: 50,027/26,8341=1.8 4"DIA.TANK TAPPING.INSTALL HIGH LEVEL ALARM 2"0 TANK TAPPING WITH 2"0 SCH.40 GALV.STEEL VENT RISER. SYSTEM PROBE.RUN ALL NECESSARY WIRING AND RISER TO BE EXTENDED TO TERMINATE X ABOVE TOP OF TANK 2"0 TANK TAPPING WITH 2"0 SCH.40 CONDUIT TO MAKE SYSTEM OPERATIONAL.SET PROBE PER SCDHS.INSTALL OPEN STYLE VENT CAP AT TOP OF RISER GALV.STEEL VENT RISER.RISER TO BE TO ACTIVATE:ALARM WHEN A MAXIMUM OF 90%OF EXTENDED TO TERMINATE 8'ABOVE TOP THE TANK VOLUME IS FILLED. 2"0 SEC.CONTAINMENT PLUGGED TAPPING OF TANK PER SCDHS. EXISTING 4"0 CONCRETE FILLED STEEL 1 3'-5 1/2" BOLLARDS TO REMAIN(TYP.FOR 4) PROPOSED 2,000 GAL.DOUBLE WALLED UL 2085 TANK(IY-5 1/2"L X 6'-11 3/8"W X T-9 3/16"H)FOR GASOLINE STORAGE.GROUND TANK 4"DIA.TANK TAPPING TO FILL FIRE RATED PER NEC.TANK MUST BE MIN. 12"FROM EDGE OF SLAB PER SCDHS. MATERIAL(TYP AT EACH TANK CORNER) EXISTING REINFORCED CONCRETE SLAB TO REMAIN PROPOSED SCDHS REQUIRED 2"0 SPARE TANK TAPPING TO BE PLUGGED FOR FUTURE USE CONTAINMENT BOX FACTORY WELDED i * � 8"0 TANK TAPPING WITH EMERGENCY VENT CAP TO TOP OF TANK WITH HINGED LID i FOR SECONDARY CONTAINMENT TANK 42"X 24"'X 30"SUMP BOX WITH HINGED LID FOR SECONDARY CONTAINMENT PIPE SUBMERSIBLE PUMP CONTAINMENT i i 2"0 SEC.CONT.TANK TAPPING WITH 2"0 GALV. 6'-1 1 3/8" i STEEL VENT 12"H) ER AND OPEN STYLE VENT CAP i � (APPR TERMINATION BOOT W/AIR VALVE ELEV ' i SUBMERSIBLE PUMP 4"DIA.TANK TAPPING WITH SUBMERSIBLE PUMP i 2"0 SEC.CONT.TANK TAPPING WITH ELECTRONIC i LEAK DETECTION PROBE i 2"0 BALL VALVE ON PUMP OUTLET i 6"0 TANK TAPPING WITH EMERGENCY VENT CAP MANUAL BALL VALVE I I PROPOSED 4"0 STEEL HALF COUPLING ELECTRICALLY ACTUATED ANTI-SIPHON SOLENOID VALVE I FOR PRIMARY TANK FACTORY WELDED THROUGH SIDEWALL OF CONNECTED TO PUMP RELAY.VALVE SHALL BE NORMALLY6 i SPILL BOX TO ALLOW TERMINATION OF CLOSED WHEN SUBMERSIBLE PUMP IS NOT ENERGIZED. i o 4"0 TANK TAPPING.INSTALL FILL LIMITER SET TO ELECTRONIC ANTI-SIPHON I SECONDARY CONTAINMENT PIPE I - OL ACTUATE WI IEN A MAX.OF S°o OF THE TANK VOLUME IS FILLED.INSTALL TIGHT FILL COUPLER AND CAP. FILL LIMITING DEVICE(SUITABLE TERMINATION BOOT CO I ( FOR PRESSURIZED FILL)WITH DROP 53 GAL.SCDI IS REQUIRED FILL SPILL CONTAINMENT BOX TUBE WITHIN TANK(BEYOND) LA\p i p L41fl p 1�_, 3"DIA.HALF(FULL PIPE COUPLING FACTORY WELDED p O I- I I PROPOSED 2"0 SCH 40 GALV.STEEL PIPE THROUGH WALL OF SUMP FOR DOUBLE WALLED PIPE a) WITHIN 4"0 FRP A/G PIPE TO CONNECT TERMINATION 4"0 SEC.CONT.TANK OPEN TOP TAPPING(APPROX 6"H)WITH EXISTING U/G PIPE TO NEW TANK PROPOSED 2"0 SCH 40 GALV.STEEL WITHIN 4" CROSS BAR TO ALLOW SIGNIFICANT OVERFILL TO ENTER SEC. I I 18" EXISTING 2"0 X 3"0 UNDERGROUND FRP PIPE TO DOUBLE WALLED FRP ABOVEGROUND PIPE CONT.TANK PER SCDHS DISPENSER TO REMAIN FROM TANK TO U/G PIPE TANSITION PROPOSED 2,000 GAL.DOUBLE .......................................... ._._,_._,_._._._.___________ I PROPOSED 2'W X 161 x 24"CONCRETE SLAB ADDITION TO WALLED UL 2085 TANK I I .-•-•-•-•-•-•-•-•-•-•-.-.-•-•-1 EXISTING TANK SLAB.REINFORCE NEW SLAB WITH(2)LAYERS OF#5 REBAR @ 12"O.C.IN BOTH HORIZONTAL DIRECTIONS. SEC.CONT.TANK LEAK SENSOR BOTTOM LAYER TO BE 3"CLEAR FROM BOTTOM OF SLAB.TOP PROPOSED D/W PIPE TRANSITION FROM BOLT TANK TO CONCRETE SLAB(TYP FOR 8 LOCATIONS EACH BOLT LAYER TO BE 2"CLEAR FROM TOP OF SLAB.MAINTAIN 3" (BEYOND) UNDERGROUND TO ABOVEGROUND AS PER SCDHS COMMENT ISSUED 11-4-2021,THE MUST BE RATED FOR MIN.3,840 LBS TENSILE/PULL-OUT STRENGTH CLEAR FROM SIDES OF SLAB.INSTALL#5 REBAR DOWELS @ PIPE'REFER TO DETAIL' PROPOSED PIPE TRANSITION IS A PERMITTED 12"O.C.6"DEEP INTO EXISTING SLAB,6"DOWN FROM TOP OF 2"0 SPARE TANK TAPPING TO BE PLUGGED FOR FUTURE USE SLAB.APPLY CONCRETE BONDING AGENT TO EXISTING SLAB _ METHOD.THE FACILITY OWNER DOES NOT WANT EXISTING 24"THICK REIN.CONCRETE - - ° ° ,° - - 2"0 TANK TAPPING.INSTALL MANUAL FLOAT LEVEL GAUGE WHERE THE TWO SLABS ABUT EACH OTHER.ENSURE BASE 11=- ° • '°' • NOTE FOR SCDHS PLAN EXAMINER: TO INSTALL A TRANSITION PIPING SUMP. BENEATI I NEW SLAB IS COMPACTED TO MINIMUM 90%SPD. SLAB TO REMAIN :° m °m °.. •' -�1=1 n -I 11=]I ' •° I-III-) A TRANSITION SUMP IS NOT PROPOSED AS IT IS PROPOSED 1'W X 3.51 X 6"CONCRETE SLAB REINFORCED = 1 n• °° m a' n I-_ NOT NECESSARY FOR THE PROPOSED PLAN VIEW WITH 4X4-W4XW4 W.W.M.TO SUPPORT TANK ACCESS STAIR � -I I 1-I I m °'• '° A• . = I- INSTALLATION;IS NOT REQUIRED BY ART.12°•, . ° n •. ,m°. �I-� z PROPOSED 2 STEP OSHA APPROVED STAIRWAY OR 18;ADDS EXTRA FITTINGS AND JOINTS 11 II I I I 1 II I a• . n ° m • °n a II I I CREATING POTENTIAL LEAK POINTS;AND SCDHS REQUIRED NOTES: FOR ACCESS TO TANK FILL 1=III= ; ° p °' -I I=I ADDS CONSIDERABLE CONSTRUCTION COST. 2"0 SPARE TANK TAPPING TO BE PLUGGED FOR FUTURE USE ImoI II=1 I I - o<• m a ° ° m° �-I L THE TANK VENT SHALL TERMINATE A MINIMUM OF 8'ABOVE THE TOP OF THE TANK,AND A MINIMUM OF 12' °, °• ABOVE GRADE. =I PROPOSED TANK EQUIPMENT PLAN -III-III-1 I I=1 I I=I I H I I=I(I=1 11=1 I I-)I I�1 1=I I=I I(=1 11=1 11=1 11=1 11=1 1 1 11=1 =I .I I=1 I-I I=1 I 1-111=1 I -T I ti T=11 I 2. THE TANK MUST BE PROPERLY GROUNDED IN ACCORDANCE WITH NFPA 70. -1 I 1-111-1 I=1 I I- PROPOSED 24"THICK REIN. 1=1 I-' SCALE: N.T.S. CONCRETE SLAB ADDITION 3. A PERMANENT WARNING LABEL MUST BE INSTALLED IN THE UNDERSIDE OF THE FIL1L SPILL CONTAINMENT BOX PROPOSED SHORT SECTION OF 2"0 X 3"0 LID.STATING"THIS TANK IS EQUIPPED WITH AN OVERFILL PREVENTION VALVE.A TIGHT FILL CONNECTION MUST D/W U/G FRP PIPE TO CONNECT EXISTING BE USED.A LOOSE FILL CONNECTION MAY RESULT IN A SPILL OF DIESEL FUEL." PIPE TO NEW TANK.EXISTING PIPING IS PITCHED]%TOWARD DISPENSER SUMP. 4. A PERMANENT WARNING SIGN MUST BE INSTALLED ADJACENT TO TILE TANK HIGH LIEVEL ALARM ANNUNCIATOR ELEVATION VIEW STATING"WHEN THE ALARM SOUNDS,THE TANK IS FULL" 5. TANK UNIT MUST BE LABELED ON ALL VISIBLE SIDES WITH THE FOLLOWING INFORMATION: PROPOSED TANK EQUIPMENT PLAN SCDHS TANK NUMBER(SCDHS TANK#2) CONTENTS OF THE TANK(GASOLINE) NOMINAL CAPACITY OF THE TANK(NOM:2,000 GALS) SCALE: N.T.S. WORKING CAPACITY OF THE TANK(WKG:1,800 GALS) 6. THE HIGH LEVEL ALARM SENSOR SHALL BE SET TO ACTIVATE THE HIGH LEVEL ALARM WHEN 90%OF THE WORKING CAPACITY OF TTIE TANK IS FULL. BOLTED GROUND CONNECTION TO STEEL TANK SHELL STEEL GROUND LUG ON SIDE WALL OF TANK TANK NOTES MATERIAL SPECIFICATIONS 1. DECONTAMINATE, REMOVE AND PROPERLY DISP'OSE OF EXISTING ABOVEGROUND TANK, AND ASSOCIATED PIPING/EQUIPMENT AS NECESSARY TO TANK- NEW 2,000 GALLON UL 2085 DOUBLE WALLED UNIT AS MANUFACTURED BY CONTAINMENT SOLUTIONS INC.. TANK UNIIT SHALL BE PROVIDED WITH RAINTIGHT ACCOMPLISH PROPOSED WORK. ALL DEBRIS TO BE PROPERLY DISPOSED OF OFF-SITE. INTEGRAL FILL SPILL AND PUMP CONTAINMENT BOXES. TANK SHALL BE FACTORY PRIMED AND FINISH PAINTED. TANK REQUIRES CONTAINMENT SOLUTIONS MODEL 6 AWG COPPER VWRE STB001 2 STEP UNIT FOR FILL ACCESS. APPROVALS 2. INSTALL DOUBLE WALLED, ABOVEGROUND TANK; ATOP NEW REINFORCED CONCRETE SLAB. SECONDARY CONTAINMENT TANK SHALL PROVIDE A MINIMUM OF 110% CONTAINMENT CAPACITY FOR THE PRIMARY TANK. SEE PARTIAL PLANS. NORMAL VENT CAP- FOR PRIMARY GASOLINE TANK TO BE OPW MODEL 523V PRESSURE.VA000M VENT WITH 8 OZ. PRESSURE SETTING. VENT FOR SECONDARY TANK TO BE MODEL 23 AS MANUFACTURED BY OPW FUELING COMPONENTS. SUFFOLK COUNTY DEPARTMENT OF [HEALTH SERVICES 3. ENSURE THAT ALL PIPING IS PROPERLY SECURED AND SUPPORTED. EMERGENCY VENT CAP- FOR PRIMARY AND SECONDARY TANKS TO BE MODEL 2440M AS MANUFACTURED BY MORRISON BRCS.. NOTE: GROUND ROD CONNECTION OFFICE OF POLLUTION CONTROL 4. INSTALL FILL RISER, LIQUID TIGHT FILL COUPLIING AND CAP WITHIN INTEGRAL TANK FILL SPILL CONTAINMENT BOX. INSTALL POSITIVE SHUT-OFF IN ADDITION TO THE GROUND PROVIDED BY THE ROD SYSTEM, DEVICE WITHIN FILL PIPE. INSTALL PERMANENT' PLACARD AT FILL PIPE WARNING THAT A TIGHT FILL CONNECTION IS REQUIRED DUE TO TANK HIGH LEVEL/LEAK DETECTION ALARM SYSTEM- EXISTING OMNTEC MODEL LIPD2 SYSTEM SHALL BE REUSED. THE TANK IS IN DIRECT CONTACT WITH A STEEL REINFORCED APPROVAL TO CONSTRUCT FOR BEING EQUIPPED WITH A POSITIVE SHUT OFF IDEVICE. A MAXIMUM 2" DIAMETER FILL CONNECTION SHALL BE UTILIZED TO LIMIT THE FLOW OF CONCRETE SLAB WHICH IS IN DIRECT CONTACT WITH SOIL. PETROLEUM INTO THE TANK. LARGER PIPE DIAMETERS MAY ALLOW EXCESS FILLING RATES CREATING FOAM AND A HIGHER POTENTIAL FOR AN MANUAL TANK GAUGE- TO BE "GOLDEN GALLON" GAUGE AS MANUFACTURED BY SCULLY SIGNAL CO. -19mm X 3050mm(3/4"X 1 U-0")LONG OVERFILL TO OCCUR. COORDINATE FILL CONNECTION SIZE WITH FACILITY OWNER. J° �' FILL LIMITER- POSITIVE SHUT-OFF DEVICE FOR FILL ROD SHALL BE LOCATED WITHIN 5 FEET OF THE COPPERCLAD GROUND ROD LL PIPE TO BE MODEL #1228 2X4 AS MANUFACTURED BY CLAY & BAILEY MFG. CO. DEVICE REQUIRES A PROPOSED TANK SLAB. � DRIVEN INTO GROUND TOXIC/HAZARDOUS �'�aATER�AL ,STORAGE 5. INSTALL AN ELECTRONIC HIGH LEVEL ALARM SYSTEM TO PROVIDE OVERFILL PROTECTION FOR THE TANK SYSTEM. ALARM SHALL BE ACTIVATED MINIMUM 4" DIA. TANK TAPPING FOR INSTALLATION. UNIT TO BE EQUIPPED WITH DROP TUBE, TIGHT FILL CONNECTION AND CAP. FILL LIMITER SHALL BE SET TO WHEN A MAXIMUM OF 90% OF THE TANK VOLUME IS FILLED. THE ANNUNCIATOR IS MOUNTED ON THE ADJACENT BUILDING AND IS ACTUATE WHEN A MAXIMUM OF 95% OF THE TANK VOLUME IS FILLED. 1 AUDIBKE/VISIBLE FROM 7FHE TANK FILL PORT (LOCATION. INSTALL ALL REQUIRED WIRING AND CONDUIT TO MAKE SYSTEM OPERATIONAL. EXISTING SCDHS Job No.: T-NM-21 -00215 CONTROL PANEL AND PROBE MAY BE REUSEDI IF IN PROPER OPERATING CONDITION. ANTI-SIPHON VALVE- TO BE MODEL 710 AS MANUFACTURED BY MORRISON BROS. VALVE TO BE WIRED TO THE SUBMERSIBLE PUMP RELAY SUCH THAT A SIGNAL TO ENERGIZE THE SUBMERSIBLE PUMP SHALL OPEN THE SOLENOID VALVE. VALVE SHALL BE NORMALLY CLOSED TYPE. VALVE TO BE EXPLOSION PROOF MODEL These I p p 6. INSTALL 2" DIAMETER VENT RISER ON PRIMARIY TANK. VENT RISER SHALL TERMINATE 8 FEET ABOVE TOP OF TANK PER SCDHS USING SUITABLE FOR USE WITH GASOLINE. GROUND ROD TANK CONNECTION DETAIL pans and Sanitary specifications have been reviewed and found to be in compliance lianas with the APPROPRIATE STYLE VENT CAP. NO SCALE Suffolk County Sanitary Code Article 12 and/or Article 18 requirements based upon PIPING- ABOVEGROUND PRIMARY PIPING FOR GASOLINE FUEL TANK SHALL BE SCH 40 GALV. STEEL. UNDERGROUND PRIMARY PIPING FOR GASOLINE FUEL TANK information submitted by the applicant. This approval is limited to the construction of the 7. INSTALL 2" DIAMETER VENT RISER ON SECONDARY CONTAINMENT TANK. RISER SHALL TERMINATE MIN. 1 FOOT ABOVE THE TOP OF THE TANK SHALL BE FIBERGLASS DUALOY 3000/L WITH UL971 LABEL AS MANUFACTURED BY AMERON. ALL SECONDARY CONTAINMENT [PIPE FROM TANK TO EXISTING Toxic/Hazardous Material Storage. WITH AN OPEN STYLE VENT CAP. UNDERGROUND PIPE SHALL BE FIBERGLASS DUALOY 3000/L WITH UL971 LABEL AS MANUFACTURED BY AMERON. 8. INSTALL EMERGENCY VENT CAP ON PRIMARY TANK (SEE TANK PLAN FOR SIZE). EMERGENCY VENT CAP SHALL TERMINATE APPROXIMATELY 1 PIPING TEST BOOT- OPW MODEL TBA. This approval to construct expires on 01/28/2023 FOOT ABOVE TOP OF TANK. - Expiration Date SUBMERSIBLE PUMP- REUSE EXISTING IF IN PROPER OPERATING CONDITION. 9. INSTALL EMERGENCY VENT CAP ON SECONDARY CONTAINMENT TANK (SEE TANK PLAN FOR SIZE). EMERGENCY VENT CAP SHALL TERMINATE ON-SITE TEST PROCEDURES I 01/28/2022 1 ���'� APPROXIMATELY 1 FOOT ABOVE TOP OF TANK.. Approval Date Review Engineer 1. PRIMARY AND SECONDARY TANKS SHALL BE TESTED BY PRESSURIZING WITH COMPRESSED AIR TO MAXIMUM WHEN 18" X 24" PRE-FAB 10. INSTALL MANUAL FLOAT LEVEL GAUGE IN PRIMARY TANK TO INDICATE GALLONAGE WITHIN THE TANK. 3 PSI AND 3 PSI RESPECTIVELY AND OBSERVING PRESSURE GAUGE FOR A MINIMUM OF THIRTY MINUTES. ALARM BELL WARNING SIGN 11. INSTALL ELECTRONIC LEAK DETECTION PROBE 'WITHIN SECONDARY CONTAINMENT TANK TO CONTINUOUSLY MONITOR FOR PRIMARY TANK LEAKAGE. APPLY A SOAPY WATER SOLUTION ON EXTERIOR OF TANK WHILE IT IS PRESSURIZED. LOSS OF PRESSURE SOUNDS, MYSAFETYSIGN.COM OR BUBBLING OF SOAP MAY BE INDICATIVE OF A LEAK AND WARRANTS FURTHER INVESTIGATION. ANY TANK IS FILLED INSTALL ALL NECESSARY WIRING AND CONDUIT' TO TANK ALARNM SYSTEM CONTROL PANEL/ANNUNCIATOR REPAIRS TO TANK MUST BE IMADE BY THE TANK MANUFACTURER. TO CAPACITY ITEM# K-0463)DO NOT OVERFILL LAHTI ENGINEERING 8c ENVIRONMENTAL �`1 12. INSTALL ECIFI DOUBLE WALLED PIPE SUPPLY FROM THE TANK TO THE EXISTING UNDERGROUND PIPE SYSTEM (REFER TO TANK PLANS FOR 2. THE STEEL PRIMARY PIPING SHALL BE TESTED BY PRESSURIZING WITH AIR TO 50 PSI. DO NOT CONSULTING, P . l� . PRESSURIZE EXISTING PRIMARY PIPING HAS GASOLINE VAPORS ARE PRESENT AND IT IS FRP PIPE. THE SECONDARY CONTAINMENT PIPING SHALL BE TESTED BY PRESSURIZING WITH AIR TO 5 PSI. OBSERVE STEEL PIPE BOLLARD 13. INSTALL ALL ASSOCIATED EQUIPMENT, PIPING, FITTINGS, AND WIRING NECESSARY FOR A COMPLETE AND OPERATIONAL TANK INSTALLATION. PRESSURE GAUGE FOR A MINIMUM OF SIXTY MINUTES. APPLY A SOAPY WATER SOLUTION ON EXTERIOR OF .��,OF NEW,,, 207 HALLOCK ROAD, SUITE 212 PIPING WHILE IT IS PRESSURIZED. LOSS OF PRESSURE OR BUBBLING OF SOAP MAY BE INDICATIVE OF A '`Q' �OSEp 0, STONY BROOK, NY 1 1790 14. INSTALL "NO SMOKING/ STOP ENGINE" SIGN IIN TANK AREA PER 2020 NEW YORK STATE FIRE CODE. LEAK AND WARRANTS FURTHER INVESTIGATION. 11z �NQI� y� ,f " 3. UPON COMPLETION OF THE ENTIRE PIPING SYSTEM, PERFORM PRECISION LINE LEAK TEST ON PRIMARY * v 9y (631) 751-6433 15. ALL EXTERIOR, ABOVEGROUND FIBERGLASS SECONDARY CONTAINMENT PIPE SHALL BE COATED WITH RUSTOLEM "UNIVERSAL SPRAY TO ENHANCE PIPING SYSTEM TO CONFIRM ENTIRE SYSTEM IS LEAK FREE. OVERFILL WARNING SIGN 3 UV RESISTANCE AS REQUIRED BY THE SCDHS. �a NEW YORK P.E. LICENSE NO. 068377 16. THE FILL PORT SHALL BE COLOR CODED WITH PAINT IN ACCORDANCE WITH API STANDARDS. 4. IF THE ABOVE TEST METHODS CONFLICT WITH CURRENT MANUFACTURER RECOMMENDATIONS, CONSULT N.T.S. = NEW JERSEY P.E. LICENSE N0. 37351 SCDHS INSPECTOR AND DESIGN ENGINEER FOR RESOLUTION. DO NOT EXCEED MANUFACTURERS 2 RECOMMENDED PRESSURES. SCDHS FILE REF NO . 16367 rPpN 068377 ��� CONNECTICUT P.E. LICENSE NO. 23322 5. THE CONTRACTOR SHALL TEST ALL ASPECTS OF THE COMPLETED TANK SYSTEM TO ENSURE THEY ARE IN �OFESS1 VIRGINIA P.E. LICENSE NO. 041658 PROPER WORKING ORDER INCLUDING, BUT NOT LIMITED T0, THE TANK ALARM SYSTEM AND OVERFILL DEVICE. SCDHS FAC ID 10 - 0 2 6 7 NORTH CAROLINA P.E. LICENSE NO. 031093 WILLIAM J. LAHTI MASSACHUSETTS P.E. LICENSE NO. 46420 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL DRAWINGS AND DIST 1000 PROJECT: SITE: SPECIFICATIONS ASSOCIATED WITH 'THIS PROJECT PRIOR TO THE INITIATION OF SECT 117 CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS, SITE CONDITIONS OR APPLICABLE CODES, IT IS THE BILK 8 ROBINS ISLAND HOLDINGS ►J LLC CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN 3 SCDHS COMMENTS 12/22/21 WJL LOT 19.001 REPLACEMENT OF EXISTING WRITAIILUIRE� BYIOR THETO THE CONTRACTORTTOFNOOTIFY THETION PROJEOR RESOLUTION OF THE ISSUE.CT ENGINEER SHALL ONSTITUTE 2 SCDHS COMMENTS 11/5/21 WJL 2,000 GAL. AG/ GASOLINE TANK 380 1ST STREET ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE JOB NO. DATE DRAWING DWG REV NEW SUFFOLK, NY 11956 OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL 1 SCDHS COMMENTS 9/29/21 WJL 3 REGULATIONS AND CODES. ALTERATION OF THESE DOCUIMENTS, UNLESS MADE BY A LICENSED PROF., IS A VIOLATION OF SECTION 7209 OF THE STATE EDUCATION LAW. NO. REVISION DATE DRWN APPR N0. REVISION DATE DRWN APPR 21-014 8-1 1-2021 PARTIAL TANK PLAN C-101 • • Legend •- • • • • __. __.- - • 1 • 1 • 1 380 lst St Residence Alk jr . - �♦ j 1 380 1St St a s V ! ti • Google Earth 60 ft �� ,� � �•;; •'" of '�+h �Y.�•�,►^•' •� of c, s. _,- . ' 4� r' lil 11 r 1 �r+ w. low ash • _ rQa� •!fit : R Jk Ab IL ob At '� �ir,�. icy . • Rio° v`-'Zj• �s��� „%•�a ♦ � •� ..ram ,r kF 1 , , v. qp .1. N- -•. .w � I.1 ,�'�.�, !, ��.cam .�' + �+ � ••�.� t MIN '�•, iF a�1�.W11.�a,•� .� m .�� • . �•i�...3Wt3116rWr,. JW�1{ii .-M & i. 4k.i u s • •,;. :. i;AQ •� •i TQ �1 � �� • • T � — lolls �*,yr .i.�� S,/�,� �`i'� r � ��`. /�d� �.:•�it����� : y. '��, �a�. . .�,r.2ti f' :a w, x .�r�, ar 4'} � ..r -T'�Q�] p },��IIv •r �'f y�� •�11.f s5 f a,+s�' 4 �t Z '<, ry�y' '`d•'i'•^i ,�,� dj r/,' Y4R,°�. ' • '`ram{, J,a °'Y?,1,< ��"'S r ,i� -,_ Ma '��� ,: ;� 9ed.�! � 1. '�" I(,eyr:!••' „� ! S ,� t ;Vf�r `* J r1�.If�Y •f�i� ��•�r� r •4,�'�, � t>���i '• �``T '{ r_ �.>` � ,�t+i�� ��' � ,a� r+` 1'��{r` C +l� SM ne me IL L IML IL I:1iuii �.. rltl rrW —_— ��iiiiii�„r;iW.i����f '�i+lr�...r� w_ ,...: ,.....IJei■1l.LI+Y�Ifllf Aj I ` + _SALju ' cif. �w. ,a �_,� � ,• , - memo wx r� �:.�f�"'A,}•''� �,, y%t. f' r .� i��"P'y.r�3'�! •.! �''�'t� ' v ,fir 1''� K + -''�`t�' •3s =xa�'�' �•+'jam. #qy.1�/,�".{,� - •.r,�= o.. f yx �i �!1 {� '�,e g{�.I��, �� � �_ � ♦j ,F d�t ^A�`' � l��� xS iS� Y � _,� �t'�'Y lal.��ji :;.�I'! .S�C ,�_ .4,y �y.� 9 •_�CMS - ��t.,�n' .+ . ;t 1�1'1�,� :' . a'^;,L'.` � ` � i �, �1 r .t!' .� b3 �"4i `•9��� �[�'✓''. :� '�h,-. V�29t •v''�"� .) .Zli r�4 =`• �(r'�i�, a D �f; g }(,����j�'p�'� '�• +• ��� Y ! �. �t� ��\�' ��„aka � � �sK� � • �a '� rfy�a�'� Lp � �' �' �1, '� v � .-� � ° _ t f .. �{ ��Lr�J� � •tit yam„_ I •. at i R .ail.a"�r + '�``" � ; '� • 1 �� ����` II � � ,,.� a � 'T - _ -.� � ; ..� -. - ^ `�'i�.�~�M��'fit 4 S_r �- •i•�y� .�_+.,4�4ee"i . ,�#,�• � •fry -� •• � , ., ��ry!Q,Y ° t. � +s: r �+�> V '1 ys x'�.Y� '`��• \<(���r• 'L`1115� � ^s�.'° �-h,��-�. r • " I � S `�r.�crrorcr�a�auw�`aar., � ,�.ril � : I . •�/ .....u`r�Y'►� e' M .; �. •" , � ► o t' t t i ! J , it 4` y �Ir - a PL - S> 1- VA a +x .� •"•i 1 n C t �� S�i `..:v � � 1 1 111 1 .•1 7 1. . 1r -Y rl, d 7 x' �• 'r\mow Gh i J4. t 7 3 w.r --� ,�"dry�..*� ,,�-• '�.+��r`' �, ,°• � - . ,y^ III vw ' i .,..� � to P �. � � •'�� ��.�. � r � r a y i.• y •;r...t. ea;$ r � '` �J.,� ,t '• {'�`� �"+QL >"'�+7�e" ;�C"�"� � a� { }rr�� g�, ,� � f tr r� •t Al AC MOM i r may, j j ��xx 1,4 t �� 1 �ilia + le .+i., �s 7 .:� M14•� �� �a .�s t r y�" '7 C �F� "._ „ r'•"'�! .•" ryy y ,,�. 1. ad' Y �r�+" r. } Via.. Ls f w as c