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Home My WebLink About48552-Z o1S�FFat/(cpG Town of Southold 12/15/2024 g �� P.O.Box 1179 0 53095 Main Rd oy o� Southold,New York 11971 . CERTIFICATE OF OCCUPANCY No: 45829 Date: 12/15/2024 THIS CERTIFIES that the building COMMERCIAL Location of Property: Pvt Rd Off E End Rd,Fishers Island SCTM#: 473889 Sec/Block/Lot: 3.-5-5.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/18/2022 pursuant to which Building Permit No. 48552 dated 12/l/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: storage building with half bathroom as applied for. The certificate is issued to Fishers Island Dev Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 'C-20-0016 12/2/2024 ELECTRICAL CERTIFICATE NO. 48552 10/29/2024 PLUMBERS CERTIFICATION DATED l l/l/2024 Thomas G.Ravin oe— AuthoflWd Signatur �SufFet�,co TOWN OF SOUTHOLD moo ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48552 Date: 12/1/2022 Permission is hereby granted to: Fishers Island Dev Corp PO BOX 604 Fishers Island, NY 06390 To: construct storage building as applied for per SCHD approval. At premises located at: Pvt Rd Off E End Rd SCTM #473889 Sec/Block/Lot# 3.-5-5.3 Pursuant to application dated 2/8/2022 and approved by the Building Inspector. To expire on 6/1/2024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $622.40 CO-COMMERCIAL $50.00 Total: $672.40 Building Inspector pF SO!/j�01 � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinl'cD-town.southold.ny.us Southold,NY 1 1 97 1-0959 COUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Fishers Island Dev Corp Address: city:Fishers Island st: NY zip: 06390 Building Permit#: 48552 Section: 3 Block: 5 Lot: 5.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: LaFlesche & Sons Electric License No: SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X . Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Elec. Duplec Recpt 7 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water 20A GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Panel w/ (6) 20A Breakers Notes: Metal Quonset Building (Garage) 17 Inspector Signature: - Date: October 29, 2024 QuonsetElectric Rif Town Hall Annex Telephone(631)765.1802 64375 Main.Road P.O.Box 1179 Southold,NY 11971-0959ji BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICAT)�ON ^� Date: Building Permit No. Owner: EX.1�)(r.4 r •S • ,g c*) (Please print) Plumber. (Please print) i certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this 11 day of A6 20L AcA oS-z� - ►fro Notary Public, SAyow County ^� 1 o�aa SOUIyO� 1'/ # TOWN OF SOUTHOLD BUILDING DEPT. G • O 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: DATE d �"� �'� INSPECTOR �olaf SOGTyO� * TOWN OF SOUTHOLD BUILDING DEPT. C0UNTil 631-765-1802 INSPECTION - I FOUNDATION 1ST [ --ROUGH PLBG. /PVC [ ] 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: .z �..Q? DATE INSPECTOR pE SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ -`ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] 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: DATE INSPECTOR �/ �o�aOF SOGIyo� -[ s 5 r7 # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 I:NS-PECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: Ul G ��r LfJ J�✓'G N,+ rp Q U/"t ;f�\-m kf �-o f 2 DATE � K INSPECTOR SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. , `ycouan,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL) [ ] CODE VIOLAT N [ ] PRE C/O [ ]' RENTAL REMARKS: DATE �0 �� 'T INSPECTOR Z IIA6t pF SOUIyO� ♦* # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/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: Poll / — l 4 p04�1101 6o Coll 4 DATE A lo�-91OP— INSPECTOR pFSOUIyO� - # # TOWN. OF SOUTHOLD BUILDING DEPT. o � 631-765-1802 INSPECTION [ ]' FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. . [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANTPENETRATION [ ] ELECTRICAL (ROUGH) �ULECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RE L Cam.vi �n Qi�G is// REMARKS: 2 DATE C) INSPECTOR OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PL13G. [ ] 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: DATE INSPECTOR �� l/ *14f SO # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .IN LATION/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: DATE INSPECTOR ve..r sfalr.i14 _, Jh ' sam fitzgerald architect �� 15EAIW mAvanm 11231 GreeITNIch,CT(X630 £3'):2U7-3 M sarnWaIx.net E E 0 n f f NOV - 7 2024 7 October 2024 Dulfding Depaelment Town etSouthold Mike Verity Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 RE: FIDCO Storage Facility Fishers Island, NY SCTM#3 5-5.3 Dear Mike, have inspected the construction at the above referenced property and note that concrete block was used for the foundation instead of poured concrete as outlined in the approved permit drawings. I certify that the concrete block construction conforms to all applicable building codes and construction best practices. Sincerely, SAM F TZGERALD ARCHITECT, PC EU Arc Samuel W. Fitzgerald,Al NYS License 029399 0 �o.p?93` �'� a �C2 FISHERS ISLAND WATER WORKS CORPORATION P.O. Box 604 Fishers Island, New York 06390 631-788-7251 November 11, 2024 To Whom it may Concern: This letter is to indicate that the Fishers Island Water Works Corporation is the certified provider of public drinking water on Fishers Island, New York. It is recognized by the New York Department of Health (Public Water System ID#5103294) as the sole local provider of this resource to all individuals that reside on or visit the island. To that end, specifically regarding the property located at SCTM#1000-3.-5-5.3,the Fishers Island Water Works will provide water to this property for the foreseeable future. Please contact me if you have any further questions concerning this topic. Sincerely, Chad Mrowka Fishers Island Water Works Superintendent NYSDOH Operator Certification Number: NY004345 FOUNDATION (1ST • 1 • • 1 ENERGYROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE • , I ADDITIONAL COMMENTio- i111 / I' 1 t l/WR / ! II I/LC3L1� • s • SoFFoc/( c BUILDING DEPARTMENT-Electrical Inspector n x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �4 0 Telephone(631)765-1802 Temporary Certificate # Date a� 15 2024 Customer Name Electrician Name r, LaReche Address 3 r �, Phone Fj3 e-mail r e-mail hrI L e Phone 3l _19S 'j License# M Size _A Phase Overhead Underground t/ #of Meters Remarks .#of Underground Laterals v-*1 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N N( Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by n BUILDING DEPARTMENT-Electric ,,Inspe for,6%af F Ot jl A 5 V& TOWN OF SOUTHOLD"' Town Hall Annex- 54375 Main Road - PO Box 1 1 o Southold, New York 11971-0959 130'Telephone (631) 765-1802 - FAX (631)7615-'�96- ' fir' iamesh(&-southoldtownny.-gov- seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 2/9/24 Company Name: LaFleche & Sons Electric LLC Electrician's Name: Chris LaFleche License No.: ME-35821 Elec. email: chris@laflecheelectric.com Elec. Phone No: 860-617-5391 El I request an email copy of Certificate of Compliance Elec. Address.: 43 Tayler Trail Woodstock, Ct. 06282 JOB SITE INFORMATION (All Information Required) Name: Fishers Island Developement Corp. Address: 339 Cedar Rd FINY Cross Street: East Main Rd Phone No.: 631-788-7251 Bldg.Permit M 54375NY25 email: cwheeler@fiuc.net Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install new 100 amp underground service to the new steel building. Square Footage: I 18()o Circle All That Apply: Is job ready for inspection?: Final i Fv] YESFINO F]Rough In tl-13 Do you need a Temp Certificate?: 21 YES MNO issued On Temp Information: (All information required) Service Size FV111 Ph n 3 Ph Size: 100 A #Meters 1 Old Meter# NA RV New ServiceE]Fire ReconnectE]Flood Reconnect MService Reconnect Eunderground FlOverhead # Underground Laterals ✓ 1 Fj2 n H Frame M Pole Work done on.Service? F]Y FV-IN Additional Information: 100 amp meter on pedestal at exterior comer of the building New panel installed inside front corner of the building. PAYMENT DUE WITH APPLICATION 1(2�t, &063 ,11 �4 $to ut r.;7z 4 4� C, BUILDING DEPARTMENT Electricil Inspector TOWN OF SOUTHOLD— Town Hall Annex - 54375 Main Road - PO Box 117,p, co Southold, New York 11971-0959 '��ti �Ag'{ Telephone (631) 765-1802 -FAX (631)798L 502 iamesh@southoldtownny.-gov — sea nd(Dlsoutholdtownny.g v APPLICATION-FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 2/9/24 Company Name: LaFleche & Sons Electric LLC Electrician's Name: Chris LaFleche License No.: ME-35821 Elec. email: chris@laflecheelectric.com Elec. Phone No: 860-617-5391 El I request an email copy of Certificate of Compliance_ Elec. Address.: 43 Tayler Trail Woodstock, Ct. 06282 JOB SITE INFORMATION (All Information Required) Name: Fishers Island Developement-Corp. Address: 339 Cedar Rd FINY Cross Street: East Main Rd Phone No.: 631-788-7251 Bldg.Permit#: 54375NY25 email: cwheeler@fiuc.net Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install new 100 amp underground service to the new steel building. Square Footage: T-18o0 , Circle All That Apply: Is job ready for inspection?: a YES [] NOE]Rough In p Final e2lx Do you need a Temp Certificate?: F&-/� YES NO issued On 1603 Temp Information: (All information required) Service Size�l Ph[—]3 Ph Size: -100 A # Meters 1 Old Meter# NA ZNew Service[:]Fire Reconnect E]Flood Reconnect[:]Service Reconnect ZUnderground E]Overheadi # Underground Laterals R]1 n2 M H Frame M Pole Work done on Service? F]Y nvl N Additional Information: 100 amp meter on pedestal at exterior comer of the building New panel installed inside front corner of the building. PAYMENT DUE WITH APPLICATION C &063 . �Ajbt-4 --13 1plw 1pa6, kc\UwBa PERMIT 9 Address: Switches Outlets GFI's �� 1 Surface I Sconces H H'S , j uc its � n- Fans Fridge HW C2—C-140 Exhaust I Oven WAD smokes DW Mini arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amp/s Have Usseec d peal: :omments o��g�FFO(�coG TOWN OF SOUTHOLD•—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�oi �aol� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only R E C E O d E PERMIT NO. Building Inspector: MAY - 3 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:4/26/2022 OWNER(S)OF PROPERTY: Name:Fishers Island Development Corp______. SCTM#1000.3_5-5.3� Project Address:East Main Road Phone#:631-788-7251 Email:jcfinan(@-ffi_Lic net Mailing Address:Po Box 604 Fishers Island NY 06390 CONTACT PERSON: Name:John C Finan Mailing Address:Po Box 604 Fishers Island NY 06390 Phone#:631-788-7251X2005 [Tr7ai1--j.qfi-nan@fiuc.net--- DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: ------------ - CONTRACTOR INFORMATION: Name:TBD per Completion of Bid Process_ Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $35,000.00 Will the lot be re-graded? RYes El No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Outside storage of equipment Intended use of property:Storage Building to store equipment Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-120 ^�� this property? ❑Yes C�NO IF YES, PROVIDE A COPY. B-Check Box After Reading: The owner/contractor/design professional is responsible for-all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the:Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County;New York and other applicable,Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described'.The applicant agrees to comply with'all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are, punishable as a'Class'A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):John C Finan BAuthorized Agent El Owner Signature of Applicant: Date: 4/26/2022 STATE OF NEW YORK) SS: COUNTY OF ) r _J��y� �► h being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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. los Sworn before me this �� a"" °° G�day of /J`'i l ,200 U. Qualified in Suffolk CouAlptary Public:: ! u '`. :• , Notary Public-State of New York S r OU No.CIDR6350454 0 j My Commission Expires November 07,2024 �1 PROPERTY OWNER AUTHORIZATION J� •• . (Where the applicant is not the owner) 'o ••••SV<"�`��' I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as de;71 herein. Za2Z wner' ' nature Date Print Owner's Name 2 Building Department Analication AUTHORIZATION (Where the Applicant is not the Owner) residing at (Print property owner's name) (Mailing Address) do hereby authorize 1`M � ?E-LC�X(Z2� (Agent) to apply on my behalf to the Southold Building Department. c Z ZOZZ wner's Signature) (bate) (Print Owner's Name) TOWN OF SOUTHOLD BUILDING PERMIT APPLICATIO BUILDING DEPARTMENT Do you have or need the following;:, TOWN HALL Board of Health_X_N/A SOUTHOLD,NY 11971 4 sets of Building Plans_X(Mfactt TEL: (631) 765-1802 Planning Board approval Ni_ FAX: (631) 765-9502 Survey X Southoldtownny.gov PERMIT NO. Check Septic Form N/A N.Y.S.D.E.C. N/A Trustees N/A C.O.Application Flood Permit N/A Examined ,20 Single&Separate N/A Truss Identification Form—N/A Storm-Water Assessment Form Contact: Approved ,20 Mail to: John C.Finan Disapproved a/c Phone: Work: 631-788-7001 x2005 Cell: Expiration 120 860-80-1603 Building Inspector PLICATION FOR BUILDING PERMIT MP GOEpT•�� Date March 15, 2022 030 f;o��o INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS,HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County;New York;and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 604, Fishers Island, NY 06390 . (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent for Fishers Island Development Corporation (FIDCO) Name of owner of premises Fishers Island Development Corporation (FIDCO) (As on the,tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders,License No. H-54418 Plumbers License No. N/A Electricians License No. N/A Other Trade's License No. N/A 1. Location of land on which proposed work will be done: t A EAST MAIN ROAD FISHERS ISLAND, NY ember Street Hamlet -Tax Map No. 1000 Section 3 Block 5 Lot 5.3 Su divisio vision_Plan dnPlan Name for FIDCO East End Lots_Filed Map No: A421. Lot .26-13 , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Outside Storage of Equipment/Materials_ b. Intended use and occupancy Inside Storage of Equipment/Materials 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work . (Description) 4. Estimated Cost $35000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use..: EQUIPMENT STORAGE 7. Dimensions of existing structures,;if any: Front_NONE_Rear NONE Depth'NONE-.-.,' Height NONE Number of Stories NONE ' Dimensions of same structure with alterations or additions: Front_ NONE Rear NONE _ Depth_ NONE Height_ NONE Number of Stories NONE 8. Dimensions of entire new construction: Front 42 FT Rear 42 FT Depth 96FT Height 17' 3" Number of Stories 1 9. Size of lot: Front_1875 FT Rear 324 FT Depth_500 FT 10. Date of Purchase 12/7/1966 Name of Former Owner FISHERS ISLAND ESTATES 11. Zone or use district in which premises are situated=R-120 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X_NO Will excess fill be removed from premises?YES NO X_ 14. Names of Owner of premises FIDCO:AddressBox 604, Fishers Island, NY 06390_Phone No.631-788-7251 Name of Architect N/A Address N/A Phone No N/A Name of Contractor TBD per Completion of Bid Process—Address TBD Phone No. TB 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOX_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOx_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SG,4//C) JGX/n ,, lThet, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained.in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to$efore me this /d hh day of N-?rc-4 20 c?a? Notary Public Si nature of Applicant IA `��%o O` -.`-_'' �.?t1:e:„r__,.L,,.rS i:y 1ri,�gr07,2024 c1'r 1 65 N), Scott A. Russell , °. `r S'7C'ORMWATIER SUPERVISOR MAIN l E1\IENT SOUTHOLD TOWN HALL-P.O.Box 1179 53098 Main Road-SOUTHOLD,NEW YORK 11971 r Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS., PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) E]❑ A. Clearing, grubbing, grading or stripping of land which affects more than: 5,000 square feet of ground surface. ❑a B. Excavation or filling,involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E] C. Site preparation on slopes which-exceed 10 feet vertical rise to. 100 feet of horizontal distance. �E D, Site ;preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑EI E. Site preparation within .the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 0❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more,: unless-prior approval of a Stormwater Management Control Plan.Was received by the Town and the proposal includes -in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP!. Complete the Applicant section below with your Name, Signature, Contact Information, Date &County Tax Map Number!: Chapter 236 does:not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department.with your Building Permit Application:: APPLICANT, (Property Owner,Design Professional,Agent,Contactor,Other) S.C.T.M. #c 1000 Date: Fishers Islao Development .Corp. District NAME: c/o Ric r H. Strouse, P.E.L.S. 003 .5 5.3 04-25-2019 pr Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 8 6 0-8 8 5-10 5 5., Mkph.,r Nu.6W) Reviewed By:. Property Address/ Location of.Construction Work: — — — — = — _ — Date: East Main Road and Cedar Ridge Road ❑ Approved foi processing Building Permit. Stormwater Management Control Plan Not Required. EStormwater Management Control Plan is Required. l (Forward to Engineering Department.for Review.) FORM # SMCP-TOS MAY 2014 * subdivision pending APPLICANT: S.C.T.M.# 1000 (Property Owner,Design Professional,Agent,Contractor;Other) —ee IDSURQIr CHAPTER 236 Fishers Island Development Corp.' 003 5 5 .3 Stormwater Management Control'Plan CHECK LIST c/o Richard H. Strouse P.E.L.S. NAME: Section Block . Lot i S M C P -Plan Requirements. Provide ON..E:coPY of the'Building Permit Application. 860-885-1055 Date: �1 �C The applica.n.Vmust provide-a Complete Explanation and/or Reason for not.providing 04-25-2019 all Information that has been Required by the following Checklist! i n e Tdephore.Num6er. 1. A Site Plan drawn to scale Not Less that 60'to the:inch MUST If You answered No.or NA to any Item,:Please Provide Justification Here! YES NO NA show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries x =0 b. Total Site Acreage.. :KIE c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§z36-17(c)(2). x 00 d. Test.Hole Data Indicating Soil Characteristics&Depth to Ground Water.. x 00 e. Limits of Clearing:& Area of Proposed Land Disturbance. 00 f. Existing& Proposed Contours of the:Site (Minimum'7lntervals) x g. Location of:all existing& proposed structures, roads, driveways,.sidewalks,-drainage improvements& utilities. x h: Spot Grades& Finish Floor Elevations for all existing& �� proposed:structures. x 1. Location of proposed Swimming Pool'and discharge ring. 1=1= n0 pool planned j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging AreaW. x 00 1. Location,of proposed.concrete washout area(s). X�- concrete not,nee e M. Location of all proposed erosion&sediment control measures. x 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the.run-off from.all impervious surfaces generated by a.two(21 inch x rainfall/storm event. 3. Details&-Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. 'Erosion&Sediment Controls. x 0� b. Construction Entrance.& Site Access. x 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 structures are not needed-grading will a to infiltration basins d. Leac.hin "Structures (e.g,infiltration basins,swales,etc.). x **** FOR'ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required: I Reviewed-& I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I SMCP has been-approved-by the Engineering Department. 'FORM * SWCP Check List -TOS MAY 201:4. RECEIVED FOR INTERNAL USE ONLY MAy 19 2022 CC�A�`[U so�Town SIT E P LAN USE D ET E RC11t panning board . tnitleil 0 xterrn'ination C a. Date Sent: J f Date: - o ect{dame: C� project Address: _ 5 5.3 Zoning District: a� . Suffolk G-ounty Tax Map'140•:1V Req west- -- —� orting documentation"a�to (Note: • �of'B.uiidirtg Permit Application and supp -proposedCopy use or uses should be submitted.) nitial Determiination as to whether use is permitted: •I - lni(fal Determknation as to whether site plan is required Sign ture of Building Inspector ' planning Department(F.D..)Referrat• pate of Cocnrr>ent: i-7-I p,D,flate Received: • Comrn�nfis: e Mini It C. lV ' �' .Cr Y Signature of Planning pt.-Sfaff Re,riewer Final, n,eterrninti.on Decision: CC:—n-mfitrP c)f Auilclino IngnP-c=tnr Mr. Peter O. Crisp 20 Riverview Rd Hobe Sound, Florida 33455 May 15, 2019 Town of Southold Building Department 54375 Main Road PO Box 1179 Southold, New York 11971 Dear Town of Southold Building Department: I am writing to confirm the historical, continuous, nonconforming use of a parcel, located on Fishers Island, New York, on Tax Map# 1000, Section 3. Block 5 Lot 5.3, pictured below. This parcel is located within a current residential zone that was originally adopted in 1959. Fef ! hrrweN r�N. r W fMsa ' HIC RI]0 {tiwR.+ 0.00 LYR4 I have been a summer resident of Fishers Island for 56 years, 30 of which I served as a Director of the Fishers Island Development Corporation, from 1982 thru 2012. 1 can confirm that the property had structures that housed farm equipment (tractors, mowers, tools, etc) within the duration of my residency and that the buildings eventually fell into disrepair and were eventually torn down. Town of Southold May 15, 2019 Page 2 The referenced buildings are pictured and mapped below. For reference purposes, in the map below, Building# 85 (circled) refers to the building circled in the adjacent picture. 'cc ra ti MI ♦N p { 1 wn1l�Iwwlr ..wrr O rupp�2 fAi11'JCGTrt71 �'`• The specific circled building was still being utilized for equipment storage until its demolition in 1998. Since its demolition, however, the area has been continually utilized by Fishers Island Development Corporation for general storage of material and equipment used to maintain the roads and walking paths of the East End of Fishers Island, New York. Please contact me if there is any additional need for information. Sincerely, Peter O. Crisp 0 Ken Edwards C E r V E FEB 0 g qng? 0 BUILDING DEPT. ,'� T01�NE�!OF SOU(HOLD February 2022 Building Department Town of Southold 54375 Main Road P.O. BOX 1179 Southold,NY 11971 Re: Property of Fishers Island Development Corporation SCTM# 1000-3-5-5.3 Dear Town of Southold Building Department: I was born in 1939 and have resided on Fishers Island with my family since then. I worked for the Fishers Island Farms starting in 1957 and then the Fishers Island Utility Company, and regularly visited the property. I observed and have personal knowledge that the buildings and structures in question on this property were used for storage of materials and equipment prior to 1957, and that such use continued after 1957. Sincerely, Ken Edwards S to before me this day of February, 2022 r IN ry P is dS 2Y,2Z J ` Martha F. Reichert Associate TwomeyIN Latham 631. .2180 X305 mreIchchertk@suffolkiaw.com SHEA, KELLEY, DUBIN & QUARTARARO, LLP 33 West Second St. P.O.Box 9398 Riverhead,NY 11901 suffolklaw.com Thomas A.Twomey,Jr. (1945-2014) May 24, 2022 John F.Shea,III Christopher D.Kelley David M.Dubin Via Federal Express Jay P.Quartararo t Peter M.Mott Janice L.Snead Amanda Nunemaker Kathryn Dalli Reza Ebrahimi Town of Southold Jeffrey W.Pagano . Building Department Karen A.Hoeg Bernadette E.Tuthill Town hall Annex Building Craig H.Handler 54375 Route 25 Bryan J.Drago Daniel R.Bernard t• Southold,NY 11971 SENIOR COUNSEL Stephen B.Latham ASSOCIATES Re: Fisher's Island Development Corporation Lorraine Pacelell Russ Terrence Russell g reef Fishers Island, Cedar Ridge Road & East Main Street,Fish NY A.Chadwick Briedis Martha F. L.ReichertDear Amanda: MaryKate L.Brigham Jacqueline M.Morley David L.Hamill In reference to the above referenced application and as per our conversation, OF COUNSEL Lisa Clare Kombrink enclosed please find buildingplans which include the smaller 30.3'x30.5' building Kevin M.Fox as per the Health Department approval. Please replace these plans with the larger Patricia J. Jennifer P.Nigroll . building plans previously submitted. Kindly forward these plans to the Planning Craig Gibson Department for approval. Joan Morgan McGivern Scott Handwerker 4 NY&LA BARS Should you have any questions or concerns,please contact this office. t LL.M IN TAXATION ♦ NY&NJ BARS ■ NY,NJ&DC BARS Very truly yours, ♦ NY,NJ&FL BARS .ram /� Main Office -M, 33 West Second St. P.O.Box 9398 Riverhead,NY 11901 MARTHA F. REICHERT 831.727.2180 suffoikiaw.com MFR/kS Encl. Nunemaker, Amanda From: Martha Reichert <mreichert@suffolklaw.com> Sent: Wednesday, May 18, 2022 10:58 AM To: Nunemaker,Amanda Subject: Re: Fishers Island Utility Co - Storage Building Many thanks. I will let them know their health department approval needs to be updated. Can you return the plans to my office? Regards, Martha Martha F. Reichert Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext. 305 Direct Dial: (631) 591-7329 mreichert@suffolklaw.com I www.suffolklaw.com Twomey IVA Latham SHEA, KELLEY, DUBIN & QUARTARARO, LLP Be Well Advised.® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Date: Wednesday, May 18, 2022 at 10:34 AM To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building Ok, I will send this information up to Planning and await a response. Once I receive it, I will contact you. I noticed they have received Suffolk County Health Dept.for the smaller 30.3'x30.5' building;this approval will need to be amended to accurately reflect this project prior to applying for a building permit. Do you want me to shred or return the plans/site plan that reflect the incorrect building size? From: Martha Reichert<mreichert@suffolklaw.com> Sent:Wednesday, May 18, 2022 9:44 AM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: Re: Fishers Island Utility Co-Storage Building Hi Amanda: 1 ,Apologies for the delay. I know that FIDCO sent in an updated application per your 4/12/22 voicemail, and I had hoped it would state the dimensions of what they are proposing. At any rate,they are proposing the 96 x 42 building. Please let me know if you need anything else from me or my clients. Regards, Martha Martha F. Reichert. Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext. 305 Direct Dial: (631)591-7329 mreichert@suffolklaw.com I www.suffolklaw.com TVI/Om��/ 125 Latham SKEA, KELLEY, DUBIN & QUARTARARO, LLP Be Well Advised.® © ® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Date: Wednesday, May 18, 2022 at 8:23 AM To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building Hi Martha, I had left you a voicemail on the phone number provided on April 12th stating that what you had provided is sufficient as far as establishing the use and that I had to send the information to the Planning Dept.to see if site plan will be required, however,there are two different plans in the file and needed to know which one is correct. I have one plan that shows a 42x96 building and one that shows a 30.3x30.5 building. Please let me know which is correct so I can resume the process. Thank you. _ Amanda From: Martha Reichert<mreichert@suffolklaw.com> Sent:Tuesday, May 17, 2022 4:33 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: Re: Fishers Island Utility Co-Storage Building Hi Amanda: 2 Just following up to see if you received the revised building permit application from Fishers Island Development Corp, and whether there are any outstanding the items. Did they clarify the size of the building in their revised application? Regards, Martha Martha F. Reichert Twomey, Latham,Shea, Kelley, Dubin&Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext.305 Direct Dial: (631)591-7329 mreichert@suffolklaw.com I www.suffolklaw.com Twomey, 17A Latham SHEA, KELLEN. OURIN & OU.ARTAR,ARO. LLP Be Well Advised.® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker, Amanda <Amanda.Nunemaker@town.southold.ny.us> Date:Tuesday, March 29, 2022 at 8:09 AM To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building Thank you! From: Martha Reichert<mreichert@suffolklaw.com> Sent: Monday, March 28,2022 11:53 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: Re: Fishers Island Utility Co-Storage Building Dear Amanda: Please find attached an Owner's Authorization. Let me know if you have any questions. Many thanks, Martha Martha F. Reichert Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631) 727-2180 Ext.305 mreichert@suffolklaw.com I www.suffolklaw.com 3 Twomey IN Latham SHE,A. KELLEY, ®U®IN & OUARTARARO, LLP Be Well Advised.® U IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker, Amanda <Amanda.Nunemaker@town.southold.ny.us> Date: Monday, March 28, 2022 at 11:13 AM To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building Ok From: Martha Reichert<mreichert@suffolklaw.com> Sent: Monday, March 28, 2022 11:12 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: Re: Fishers Island Utility Co-Storage Building Thanks,Amanda. I'll let them know you have received it. I believe they only wanted me to check with you regarding whether the affidavit was sufficient, but if they want me to represent them on the entire application, I'll have them fill out the owner endorsement. Regards, Martha Martha F. Reichert Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext.305 mreichert@suffolklaw.com I www.suffolklaw.com Twomey 170 Latham SHE•A, KELLEY, ®V01N & 9UARTARARO. LLP Be Well Advised:® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker, Amanda <Amanda.Nunemaker@town.southold.ny.us> Date: Monday, March 28, 2022 at 11:00 AM 4 To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building I just checked and we did receive the application. We will review this week sometime. If you are representing the owner we do need owner authorization.There is a form on our website. From: Martha Reichert<mreichert@suffolklaw.com> Sent: Monday, March 28,2022 10:48 AM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: Re: Fishers Island Utility Co-Storage Building Hi Amanda: Just checking in to see if you received anything yet. Regards, Martha Martha F. Reichert Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext.305 mreichert@suffolklaw.com I www.suffolklaw.com Wy V SHEA, KELLEY, OUBPN & OUARTARARO. LLP Be Well Advised. IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Martha Reichert<mreichert@suffolklaw.com> Date: Wednesday, March 16, 2022 at 10:24 AM To: Nunemaker, Amanda <Amanda.Nunemaker@town.southold.nv.us> Subject: Re: Fishers.Island Utility Co-Storage Building Thank you. Martha F. Reichert Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext. 305 mreichert@suffolklaw.com I www.suffolklaw.com Tvorriey Latham SHEA, KELLEY, OURIN & ®UARTARAR®, LLP 5 Be Well Advised.® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Date: Wednesday, March 16, 2022 at 10:24 AM To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building Ok,we will contact you once it has been reviewed. From: Martha Reichert<mreichert@suffolklaw.com> Sent:Wednesday, March 16, 2022 10:12 AM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Subject: Re: Fishers Island Utility Co-Storage Building Hi Amanda: A new application with plan is on the way. Yes,they are applying for a storage building—hence the letter of long- standing storage use on the property. Since FIDCO has owned the property,they have used it to store materials and equipment. There were buildings which were used for that storage use that were demolished, but the outside storage of materials and equipment has persisted on the property. Now they want to have a new building for indoor storage. Let me know if you have any questions. Regards, Martha Martha F. Reichert Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext.305 mreichert@suffolklaw.com I www.suffolklaw.com Twomey Latham 5HEA, KELLEY, DUONU & QUARTARARO. LLP Be Well Advised. U IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker, Amanda<Amanda.Nunemaker@town.southold.nv.us> Date: Friday, March 11, 2022 at 8:32 AM 6 To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building It has been a long time since I reviewed the file. Were they in to us to apply for a new structure? From: Martha Reichert<mreichert@suffolklaw.com> Sent: Friday, March 11, 2022 8:31 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: Re: Fishers Island Utility Co-Storage Building Thank you. I'll let my clients know. Martha F. Reichert Associate Twomey, Latham, Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631) 727-2180 Ext.305 mreichert@suffolklaw.com I www.suffolklaw.com Be Well Advised.® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Sent: Friday, March 11, 2022 8:29:24 AM To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building Please submit a survey as well. From: Martha Reichert<mreichert@suffolklaw.com> Sent: Friday, March 11, 2022 8:18 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: Re: Fishers Island Utility Co-Storage Building Thank you.Any chance your department received the letter from Mr Edwards? Martha F. Reichert Associate Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext. 305 mreichert@suffolklaw.com I www.suffolklaw.com Be Well Advised." IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. 7 From:.Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Sent: Friday, March 11, 2022 8:14:45 AM To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building Hi Martha, There is no new application pending in our system. I would resend all of the info along with a building permit application found on our website. From: Martha Reichert<mreichert@suffolklaw.com> Sent: Friday, March 11, 2022 2:35 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: Re: Fishers Island Utility Co-Storage Building Hi Amanda: Apologies—I did not see your response. I believe the parcel is SCTIVI#1000-3-5-5.3. The letter would be from Ken Edwards attesting to the storage use. Please let me know if the letter was received because Mr. Burns sent it in directly to the Town instead of to me. Regards, Martha Martha F. Reichert Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext.305 mreichert@suffolklaw.com I www.suffolklaw.com Twomey L atham 5MEA, KELLEY, 0U01" & 9UARTAP.ARD, LLP Be Well Advised.® U IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Date:Tuesday, March 1, 2022 at 12:02 PM To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: Fishers Island Utility Co-Storage Building Hi Martha, 8 We had returned the application in the past so we will need a new building permit application (with current owner authorization)along with any additional documentation you are submitting.What is the tax map number? I can look it up to see if it had been received. From: Martha Reichert<mreichert@suffolklaw.com> Sent:Tuesday, March 1, 2022 11:48 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: Fishers Island Utility Co-Storage Building Dear Amanda: I was told by my client, Fisher's Island Utility Co,that an affidavit was submitted by a Mr. Edwards attesting to the long- standing use of the property for storage of equipment. Have you received the letter and it is sufficient to establish the use? Please let me know and whatever else is needed for the application to move forward. I am working remotely today and can be reached at 631-680-4493. Regards, Martha Martha F. Reichert Twomey, Latham,Shea, Kelley, Dubin&Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext. 305 mreichert@suffolklaw.com I www.suffolklaw.com Twomto3yip 10 Latham SHEA, KELLEY, CUalt4 d QUARTARARO. LLP Be Well Advised.® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only.If you have received this email by mistake,please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 9 s o 1 Nunemaker, Amanda From: Martha Reichert <mreichert@suffolklaw.com> Sent: Tuesday,June 7, 2022 7:52 PM To: Nunemaker,Amanda Subject: Re: FIDCO Dear Amanda: They plan to store: A backhoe,tractor, snowplow blades, sanders, and landscaping tools. Let me know if you need anything else. Regards, Martha Martha F. Reichert Associate Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext. 305 mreichert@suffolklaw.com I www.suffolklaw.com Be Well Advised.® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s) only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent:Tuesday,June 7, 2022 3:28:05 PM To: Martha Reichert<mreichert@suffolklaw.com> Subject: RE: FIDCO Thank you T From: Martha Reichert<mreichert@suffolklaw.com> Sent:Tuesday,June 7,2022 3:28 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: Re: FIDCO Thank you,Amanda. I will forward your comments and questions to my clients and get back to you with that information. Regards, 1 Martha Martha F. Reichert Associate Twomey, Latham,Shea, Kelley, Dubin &Quartararo LLP 33 West Second Street, P.O. Box 9398, Riverhead, NY 11901 0: (631)727-2180 Ext. 305 mreichert@suffolklaw.com I www.suffolklaw.com Be Well Advised.® IMPORTANT:The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Sent:Tuesday,June 7,2022 3:26:09 PM To: Martha Reichert<mreichert@suffolklaw.com> Subject: FIDCO Hi Martha, I have received a response back from Planning stating that site plan will not be required for the proposed 30'x30' storage building. The fire marshal and I will review the plans that have been submitted and get back to you regarding any revisions we may need on the plans. Before we can proceed with our review, please tell us what exactly will be stored in this building. Thank you. .,gmanda Yunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 2 Nunemaker, Amanda From: J.Chris Finan <jcfinan@fiuc.net> Sent: Wednesday,June 17, 2020 2:25 PM To: Nunemaker,Amanda Subject: RE: Letter affirming longstanding use, Attachments: FIDCO lot.pdf Dear Amanda,. FYI. If you go to google earth,zoom into property and hit the clock on the lower left corner you can see the building there up until around 2004.Also attached. Since then the equipment has been kept outside.As you can image not good for the equipment.. Best, Chris Finan President FI Utility Co &General Manager FIDCO 161 Oriental Ave #604 Fishers Island, NY 06390 Office 631-788-7251 Cell 860-803-1603 From: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Sent:Wednesday,June 17,2020 2:14 PM To:J.Chris Finan<icfinan@fiuc.net> Subject: RE: Letter affirming long standing use Ok,thank you. From: J.Chris Finan [mailtoJcfinan@fiuc.netl Sent: Wednesday, June 17, 2020 1:50 PM 'To: Nunemaker, Amanda Subject: Re: Letter affirming long standing use Hi Amanda, FIDCO is the corporation that owns much of the property on Fishers Island. They also own and maintain the roads and beaches. You could think of us like a public works and how rolled into one. Best, . Chris Sent via the Samsung Galaxy S10+, an-AT&T 5G Evolution capable smartphone 1 From: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Sent:Wednesday,June 17,2020 1:43:21 PfVI To:'J.Chris Finan<icfinan@fiuc.net> Subject: RE: Letter affirming long standing use Thanks,Chris. This is very helpful. Can you just please clarify'the role of FIDCO to me? From: J.Chns Finan [mailtoJcFinan@fiuc.netl Sent: Wednesday,June 17, 2020 1:36 PM To: Nunemaker, Amanda Subject: Letter affirming long standing use Dear Amanda, 1 In case you haven't seen the letter from Mr. Crisp, please see attached. Best, Chris Finan President FI Utility Co &General Manager FIDCO 161.Oriental Ave #604.. Fishers Island, NY 06390 Office 631-788-7251 Cell 860-803-1603 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected,emails.. 2: . 3 �4a2 y FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT TEST HOLE DATA � 0 ZONE IV ALLOWING A DISCHARGE OF 600 G D ACRE. J e / / TEST HOLE DATA � C H O C O M O U N TTHE �, S 1532'46" W N F \ \ 81 fAVAILABLE RES ACREAGE IS: BY: RH"STROUSE P.E.L.S. DATE: 03/19/2019 _ � ' 40.00' / \ \ 0"- 30 "TOPSOIL 2l�a COVE .i LlLfl HENRY L. FERGUSON 8.81 ACRES X 600 G/D/ACRE = 5286 G/D ALLOWED 30 - 42 SANDY SUBSOIL 25-10to ••\, + MUSEUM INC. 42"- 95" POORLY GRADED SAND SP 25-11 �7 � m � J ci "VACANT LAND" PROPOSED- 95"- 17' POORLY GRADED FINE SAND W/BOULDERS SP rn O c� STORAGE BUILDING- 0.04 G/D/SF X 1835 SF = 73.4 G/D. naN •— (� F- `o �IiJ , �= S SEEPS AT 9 �-5 P NOT A BL1U NG (� p co --- x \ MINIMUM SYSTEM REQUIRED- 300 SF EXPECTED HIGH GROUND WATER AT ELEVATION 12f 2e-a 3-,-a L0?P�°� o L'- 0 c: s a� ,0 naN W •— r 3 09, F \ \ SOIL CLASSIFICATIONS 2" �-a 3-1-2 � � ro cn m \ PIA- PLYMOUTH LOAMY SAND - 0-3% SLOPES Lu Q o o � �,,N � N 58'21'00" E PIB- PLYMOUTH LOAMY SAND - 3-89e SLOPES �7 �-1 �-B •.,` � a ca � M 5.02 DRAINAGE CALCULATIONS 2e_a ca _ — N/F \ 26-2 - U BERKELEY y N:5068.73 �\ �-+ \--� ._ U W w M IE.-2181.361ROOF AREA = 1835 SQ. FT. (n �' E o r BAYNE SOPER REQUIRED = 1835 SQ. FT. X 1.0 X 2/12 = 306 CU. FT. 30-t > o` -Q '- °' SINGLE FAMILY �!op \ 306 / 1.5 = 204 SQ. FT. REQUIRED " 3a3 2s-,3 25-2 Q i coco RESIDENCE j• $ry1 \ co PROVIDE 1 INFILTRATION BASINS 12 X 18 x 18 DEEP 1 30-2 � co 00 �y \ 0 = 216 SQ. FT. PROVIDED W Cj) ops \\ REMOVE WOOD CHIPS AND 30-4 TOPSOIL PROVIDE GRAVEL (� L=175.43' % �� \ FILL, CONCRETE FOUNDATION cc 2AND CONCRETE SLAB AS =212t37' / �� RECOMMENDED BY THE J 30-Q 30-70 21-3 v a BRUSH MANUFACTURER. GRADE AREA TO m �� BRUSH INFILTRATION BASINS x-13 LINE \��•3' �' _5 \\ PROVIDE 150D GAL 3o-e 30-e y M� SEPTIC TANK (SEE DETAIL) 40 PROPOSED 1 STORY CLEAR SPAN304 3D-ts „ o h \\ � �'% RA BUILDING v /Q � STO 9 6� W/CONCRETE SLAB 21-5 / Ft� 1.835 SQ. FT. i� STOCKPILE » ' S 26.42'40" E �, FF ELEV. =5 ��' AREA LOCATION MAP SCALE 1 =400 6A•1�1� o 21,09' /R,• \ p 4j QO� LIMITS OF DISTURBANCE PROVIDE 18' x 1Y x 18" '�°' l 12,500 SO. FT. MAP REFERENCES N F-W DEEP INFLTRATION BASIN o.3' o`yoP° y0 (SEE PLANTING SCHEDULE �0 4 1. SURVEY MAP PLAN OF PROPERTY TO BE CONVEYED TO BERKELEY P PAR L� . p SHEET 2) PROVIDE 8- 475 X 8.5 X 24 BAYNE SOPER BLOCK 26 LOT 1 FISHERS ISLAND, NEW YORK, SCALE CONCRETE GALLEY ; 1"=100', DATED: DECEMBER 20, 1994, SHEET 1 OF 1, PREPARED w UNITS- PROVIDE RISERS �.� / ` `��►\ O / \ 13 FOR ACCESS TO ALL UNITS. - z BY CHANDLER, PALMER & KING PROVIDE HEAVY DUTY LOCKING CAST IRON ' i \ 1 lr COVERS TO GRADE. NOTES F`� 099531 /o, �, F` \ I \✓� 9 - ' (SEE DETAIL) A'S'O ?/ a� 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE � F'. A� / �JJ �•ho rn N Q0 Oj PROVIDE A CONTINUOUS INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE yrl;5 Oo0 \ 9' \\�\ LINE .OF SILT FENCE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR r / \ �6 o p' MAINTAIN THROUGHOUT EXCEEDS THE SCOPE OF THE ENGAGEMENT. i Z PROVIDE - 1-1/4 CONSTRUCTION Z CRUSHED STONE � 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY O N 6�38¢ I �, rnt L ,10N � C3, PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED oz , � 0 52+ LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. F- " 1 Q \ ~s0y `� � 2�3'30~ W R O \\ 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND Of BOUNDARY L�12500' �3%'- �I ^ 20.8 X l SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL 0 TEST HOLE SF ISSOLA71ONS �\ ' ARE THE PRODUCT OF THE LAND SURVEYOR. C� M J •/ \ / LVES 22 WAGONERS TO \ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Q z 100 50 0 100 �C / / PROVIDE GRADE-(BOTH ONES) \ GEODETIC SURVEY TRIANGULATION STATION "NIN" 0 ®: SCALE IN FEET / \, A�ATQER AM STO RENT N�GE DISTRIBUTION AND WHEN EXPANSION \ 0 —� P F7 S BOX IS NEEDED 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX Z Y STAGING AREA ' / REMOVE EEMSHE �� MAP 1000, SECTION 003, BLOCK 5, LOT 5.3. z Z < O m 6. .TOTAL AREA = 8.81f ACRES. a- W �- }' 7. SITE IS LOCATED IN ZONING DISTRICT R-120. ~ O L� W EQUIPMENT AND \ Z �- Z Q MATERIAL STORAGE bi � Q r� Q 8. PROPOSED % < , OF LOT COVERAGE- LESS THAN 190 a W O z p CONCRETE S ;/ � %� �`� �`� /"''�r9, � 9. BA5E FOR ELEVATIONS-NAVD88 w � w p g 0 WASH-OUT PIT w j / �� ``� / `� �� / EQUIPM T AND ��` � ` 0 Q_ E>- �jl SEPTIC SYSTEM DESIGN / MATERIAL TORAGE EXISTING I- W W PROVIDE A 1500 GALLON REINFORCED PRECAST SEPTIC TANK- OVER DESIGNED PER EXISTING / // ( \��/ �\ BRUSH N _ BRUSH / / f LINE C) V) bi APPLICANT (SEE DETAIL). / i PROVIDE A CLEAN-OUT 2' FROM BUILDING (SEE DETAIL) LINE i / / \ \ Z 0 CAST IRON PIPE MUST EXTEND AT LEAST 2 Ff. FROM FOUNDATION WALL / PROVIDE NEW WATER ` \ —18� Q Q PROVIDE A DISTRIBUTION BOX ; SERVICE. COORDINATE J a PROVIDE 6- 4.75' x 8.5' x 2' LEACHING GALLEYS. i / WITH FI WATER WORKS ' i / / Lei !� PER SCDHS EACH UNIT PROVIDE 53 SO. FT. OF LEACHING AREA- J Y r / \\ / V 0 53 SQ. FT. PER UNIT X 6 UNITS = 318 SO. Ff. PROVIDED-300 SO. FT. REQUIRED r��p, USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT. (nQL \t'O. BACKFILL MATERIAL SHALL BE 1-1/4 STONE / /i 1 I BENCH MARK BOTTOM OF GALLEY UNITS SHALL BE A MINIMUM OF 3 Q \ ABOVE HIGH SEASONAL GROUNDWATER. / EXISTING IRON ROD LJJ SEPTIC TANK, AND LEACHING GALLEYS SHALL BE TRAFFIC BEARING TO MEET BRUSH �I ELEV. S. Y THE REQUIREMENTS OF AASHTO H-20 LOADING. �. J / ti J / LINE INVERT AT BUILDING ELEV.- 21.00 SEPTIC TANK INLET ELEV.- 20.5 SEPTIC TANK OUTLET ELEV.- 20.25 i \ DISTRIBUTION BOX INLET ELEV.- 20.0 X ,i / EQUIPMENT AND r' MATERIAL STORAGE z DISTRIBUTION BOX OUTLET ELEV.- 19.83 // F INLET OF GALLEY UNITS ELEV.- 19.0 r r r z q- BOTTOM OF GALLEY UNITS ELEV.- 17.5 PROVIDE NEW ti ; / j l // p U W W \ BURIED UTILITIES I v I; / �'� / / r / _ Lail - V) i o / 1 / _ = o / APPROX. LOCATION / �; ; / > N m yp / / EXISTING 4" WATER MAIN / J o rt tj 0 0 o Q 'j / z N ICI oit / SITE PLAN 0 0 0 m N Li O: w U I ACV 1 I 3 J O W i5 z Ld p J LEGEND -� Ld c� z w 0 o o ccf) <a w o0 w PROPERTY LINE CL m o o / / J ABUTTERS LINE EDGE OF PAVEMENT DATE: 12/16/2019 EDGE OF GRAVEL ------------------- I4e .� / / i EXISTING CONTOUR ——— 1 a ——— SCALE: AS NOTED sa23, � APPROX. LOCATION / i i PROPOSED CONTOUR 22 EXISTING 6" WATER MAIN i r TREE LINE QUALITY CONTROL CERTIFICATION PROJECT: # 2019808 J r NOW OR FORMERLY N F GROUP REVIEWED DATE \ � / r PROJECT MANAGER BOUNDARY POINT O SURVEY ) 1 SPOT ELEVATION 20.8 X ENVIRONMENTAL r SHEET CML \ 1 1 STRUCTURAL i L 20 10 O 20 1 OF 2 ARCHfTCTURAL I / I ' 1 \ I � GRAPHIC SCALE IN FEET U J � J SILT FENCEco °— •� n ro WOVEN WIRE FENCE (MIN. 14 o E 1 02" GAUGE W/ MAX. 6" MESH (� I- o rn � � c SPACING) 4" MINIMUM TOPSOIL & SEED. •� q5 U L� o Q) VIDE DEGRADABLE .0.0 ]0' MAX CENTEREROSION OCONTROL MATTING W .� E � � .� c TO 36" MIN. LENGTH T o a) FOR STABILIZATION AS REQ'D V m � m I-- � 0 � 0 MI � � I CENTER FENCE POSTS Uj y U E OI DRIVEN MIN. 16" to W Q �, �; 2 0 = 0 = 0 = = = N INTO GROUND W —1 ds c > 3 MAX. Q 2�j ca In 0 II PERMEABLE SOIL MIXTURE ": ;' :'•. '' ::.:;: " 18 MIN. OR TO SUITABLE O ._ U W w N 40% SAND, 20-30% TOPSOIL, i' '- FREE DRAINING MATERIAL m - M & 30-40% COMPOST Q� rn / I OF HEIGHT FILTER SEE PLANS N a i � co 16" MIN. W M coo INFILTRATION BASIN p� \ t:�— NOT TO SCALE GALLEY DETAIL � gyp/ 6" MIN. NOTE V cc J 1.) CONTRACTOR MAY INCLUDE NATIVE SAND MATERIAL FROM EXCAVATION IN PERSPECTIVE VIEW THE PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. WOVEN WIRE FENCE (MIN. 14 III 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE 1/2 GAUGE W/ MAX. 6" MESH I Z WATER QUALITY BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT SPACING) WITH FILTER CLOTH 2. o.TRAFFIC THROUGHOUT CONSTRUCTION. 36" MIN. FENCE POST o 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE EN�ASEMENT UNDISTURBED N PERMEABLE SOIL MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & ' s FLOW, GROUND (I MAINTAINED AS INDICATED. `o- BATDEDRIA COMPACTED SOIL , \ ZCT �_p 7CONCRETE COLLAR TO BE \ \ USED IN UNPAVED AREAS ONLY EMBED FILTER CLOTH \\��\\��\/\\\� o TYP{CAL PLANTING AND SEEDING FOR INFILTRATION BASINS } >eLMt MEW a CAST CONCRETE A MIN. OF 6 IN GROUND CONCRETE COLLAR pF NEI� COVERS w 1.SEED MIX — NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, CLEAN OUT SHALL BE AN IRON BODY° NEW ENGLAND WETLAND PLANTS, INC. �F FERRULE WITH BRASS SCREW PLUG �Tl pqq 9 2.MEDIUM SHRUB — BAYBERRY, MYRICA (MORELLA) PENSYLVANICA ENTIRE WYE SECTION TO BE SECTION VIEW 3.MEDIUM SHRUB — SWEET PEPPERBUSH CLETHRA ALNIFOLIA ENCASED IN CONCRETE 4.LOW GROUNDCOVER — BEARBERRY ARCTOSTAPHYLOS UVA—URSI r ui oo d5.11MEDIUM GROUNDCOVER SWEET FERN COMPTONIA PEREGRINA CONCRETE ENCASEMENT TNCONSRUCTION SPECICAIONS TREN WI DTH 30" ELBOW 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH SERVICE LINE ON 09953� WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE Q OR HARDWOOD. `y_� °a BEDDING `A a a 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH .. — MATERIAL 4. TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE 2' C.I. (MIN) WOVEN WIRE, 6" MAXIMUM MESH OPENING. _0 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY STANDARD CLEAN-OUT DETAIL KNOCKOUT INLET & PLAN SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH NOT TO SCALE OUTLET OPENINGS SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED Q EQUIVALENT. w CAPACITIES A B C 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 0 0EQUIVALENT. Of o Z 1500 GAL 75.5" 58.5" 55.5" 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL O O Q REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. U c J HEAVY DUTY AND LOCKING Q y CAST IRON COVERS TO GRADE o z ~ 0 " TRAFFIC 8 CC O G W BEARING TOP w � QQ ` z � z U 2 4 :2 o z o Q oO ir J Q Z Elf W � CL W o � INLET °° �P�i-t� Ua> (� ----_� OUTLET a BAFFLE WALL ,a —� ��`��' �� 0 � � o� w w w 4" DIA. ° 1 4„ DIA. I�IMJM N bi �� SDR 35 PVC NI SDR 35 PVC Q g Flll, Z � (n PIPE- PITCHED ° PIPE- PITCHED V MIN. 1/4",/1' ,2/3 CAPACITY MIN. 1/8"/1' STRAW BALE BINDER ER FAB w PLASTIC LINING RIC u) 0 NATIVE MATERIALry (OPTIONAL) CONSTRUCTION ENTRANCE (n n NOT TO SCALE of Ld CROSS SECTION SECTION WOOD OR NOT TOSCALE W METAL STAKES LL 1500 GALLON (2 PER BALE) >_ Ln m aw U 2 COMPARTMENT H2O RATED SEPTIC TANK NOT TO SCALE jl� 10' MIN. J� N Z 0 z Bld dB z o wLd fn N _ W N in O cn U Z VARIES �d - o 0 > m m W O n (� H N N i ` )l afo 0 Q � N � Ln O O Z LOCKING CASTING TO GRADE PROPOSED GRADE PLASTIC STRAW BALE UIING PLAN (TYP) Q ENDCAP TYPE NOT TO SCALE LEVELING DEVICES Q •? CONCRETE WASHOUT PIT o 'o �, o :0 m MIN. 4' x NOTES: o m v m 0 2" MIN. ABOVE INLET 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL m " N OUTLET INVERT 2" MIN. CONSTRUCT,"ik LARGER PROJECTS OR PROJECTS REQUIRING O o 0 0Ld PUMPS MU-T BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, -) W Z z 3 v o O 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). 0 o W <[if = o In o o U Ll 2. CAPTURE MNTERIAL AND LIQUIDS MUST BE REMOVED FROM DATE: 12/16/2019 BAFFLE REQUIRED PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES IF INLET PITCH EXCEEDS 75% OF ITS CAPACITY. SCALE: AS NOTED 1/2" PER FOOT 3. INSPECT PI' PRIOR TO EACH USE TO ENSURE CONTAINMENT PROJECT: # 2019808 QUALITY CONTROL CERTIFICATION OF WASH 'VATER. GROUP REVIEWED DATE TYPICAL DISTRIBUTION BOX PROJECT MANAGER SURVEY NOT TO SCALE SHEET ENVIRONMENTAL CIVIL 2 OF 2 STRUCTURAL ARCHITECTURAL FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT TEST HOLE DATA - / ZONE N ALLOWING A DISCHARGE OF 600 G/D/ACRE / \�\ CHOCOMOUNT J TEST HOLE DATA \ THE AVAILABLE ACREAGE IS: BY: RH STROUSE P.E.L.S. DATE: 03/19/2019 N F \ 8.81 t ACRES „ 25-9 \ \ 0"- 30 TOPSOIL COVE HENRY L. FERGUSON 8.81 ACRES X 600 G/D/ACRE = 5286 G/D ALLOWED 30"- 42" SANDY SUBSOIL 2�t0 2s-a \ •� (D E MUSEUM INC. 42"- 95" POORLY GRADED SAND SP '- "VACANT LAND" PROPOSED- „ 2b'" a, C3 95 - 17 POORLY GRADED FINE SAND W/BOULDERS SP � C *-� _ - � STORAGE BUILDING- 0.04 G/D/SF X 900 SF = 36 G/D. (� F- o S SEEPS AT 9 28-s a_6 NOT A BUILDING Y U o m **x \ MINIMUM SYSTEM REQUIRED- 300 SF EXPECTED HIGH GROUND WATER AT ELEVATION 12f 2" 3_1_6 LOT PER DEED � � � d L O c SOIL CLASSIFICATIONS PT617 W -_ N r o c' .9. F \ 28-9 28-4 3-1- V RS C O ~ N + \ PIA- PLYMOUTH LOAMY SAND - 0-3% SLOPES (`jJ Q CL � o E PIB- PLYMOUTH LOAMY SAND - 3-8% SLOPES 2s-s �- o " a� N 0 28- crY N 1 0 26 58'2 0 E c > � 28 3 M 5.02 DRAINAGE CALCULATIONS 28-e - / ................ ................. N F 2 25-4 �J _ y N N.5068.73 ;:: ; III '. :.::::::::. .:... :: .. ._ - � BERKELEY \ ::.';:iifii's'::€. O U w Lu M E:2181.36 \ ROOF AREA - 900 SQ. FT. {n �' C3 BAYNE SOPER \ REQUIRED = 900 SQ. FT. X 1.0 X 2/12 = 150 CU. FT. 3�3 30-1 25-2 N . � SIN � p 150/ 1.5 100 SQ. FT. REQUIRED :::.:28- Qco �, p PROVIDE 1 INFILTRATION B j .�, TI BASINS 10 X 15 x 18 DEEP 30-2 .. Mco RESIDENCE \ g8 �9 5 = 150 SO. FT. PROVIDED W REMOVE WOOD CHIPS AND 30-4 •�b. o 'a TOPSOIL PROVIDE GRAVEL V C F FILL, CONCRETE FOUNDATION LL, -- / AND CONCRETE SLAB AS B 21_3 _ -� \ RECOMMENDED BY THE ti 9 � EXISTING 30-6 30-10 /� MANUFACTURER. GRADE AREA TO --- \ ?e8x�• �.r,�51ti�,9 \ \ BRUSH INFILTRATION BASINS 30-13 C PROVIDE 1500 GAL a g M 21_4 IN, SEPTIC TANK (SEE DETAIL) \ 0 /Zp+ / PROPOSED CLEAR STORY SPAN 30_7 30-1574 yO 0 'y \ 1�� / STORAGE BUILDING C) 7 o \ 6 66 W/CONCRETE SLAB I 21-5 • �' ti " / �� FF 900ELEV. 2. ��' ( STOCKPILE LOCATION MAP SCALE 1 "=400' S 2642 40 E \ AREA 21.09' LIMITS OF DISTURBANCE I !\\ PROVIDE 15 x 10 x 18 L� Pp \ 1Z500 SO. FT. MAP RI;=F'ERENCES DEEP INFILTRATION BASIN ¢\\ 0 (SEE PLANTING SCHEDULE �O 1. SURVEY MAP PLAN OF PROPERTY TO BE CONVEYED TO BERKELEY c SHEET 2) \ PROVIDE 6- 4.75' X 8.5' X 24" BAYNE SOPER BLOCK 26 LOT 1 FISHERS ISLAND NEW YORK SCALE ' C � �.`' p i / ,. \\ -9 ( CONCRETE GALLEY : 1"=100' DATED: DECEMBER 20, 1994, SHEET 1 OF 1 PREPARED I ` ` �'" \ UNITS- PROVIDE RISERS BY CHANDLER, PALMER & KING 3 13 \ FOR ACCESS TO ALL UNITS. f ?� <v/ PROVIDE HEAVY DUTY \ f r.•a . � r-�� 1 � + �` ! �1 I �j �• LOCKING CAST IRON MOTES usili.ai. COVERS TO GRADE. 9' (SEE DETAIL) ` 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE �' �' , /�� p PROVIDE A CONTINUOUS INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE '� LINE OF SILT FENCE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR \��\ i i �6p' 9' MAINTAIN THROUGHOUT EXCEEDS THE SCOPE OF THE ENGAGEMENT. `2 PROVIDE - 1-1/4" CONSTRUCTION J L CRUSHED STONE 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY �S10N �� F PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 6p. 8A• ► p P OVIDE L fyXP� \ LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. ?3S Zap 52 22 DIS IBUTION \ BOUNDARY o �I' ! 4` �32OX �M w ��O ^J REMOVE EXISTING / g0.8 x \ I 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND � 125.00' N J /� / \ SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL 0 h'a754S�9 P` � o I SHED PLATFORM / TEST HOLE 4 \ ` ARE THE PRODUCT OF THE LAND SURVEYOR. �\ 1 ISOLATIONS S \\ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Q z 10®0 0 100 / /`v VALVES \ I GEODE11C SURVEY TRIANGULATION STATION "NIN" O GRAPHIC SCALE IN FEET / 1 EQUIPMENT AND W/COVERS TO \ I U o MATERIAL STODGE 5F GRADE-(BOTH LINES) 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX Z Y / STAGIN AREA ' / IIS AND DEAD EXPANSION �\ MAP 1000, SECTION 003, BLOCK 5, LOT 5.3. Z Z O --- ---- _ �o� \ / 6. T0`AL AREA = 8.81 f ACRES. 0- W S o w 7. SIT- IS LOCATED IN ZONING DISTRICT R-120. ~ --- -- O EQUIPMENT AND '"� wt� C z Q MATERIAL STORAGE � / ME 0 O Z r] Q 8. PROPOSED % OF LOT COVERAGE- LESS THAN 1% � LL1 PROVIDE i �`� `� O 0' J Q Z ry 9. BASE FOR ELEVATIONS-NAVD88 J Q CONCRETE S �'• •` �` / �1 g� LL1 Q- W UQ 0 WASH-OUT PIT i �` �� / / LLJ O (n W EQUIPMEf�IT AND ``� �� `� / 0 o SEPTIC SYSTEM DESIGN / i MATERIAL TORAGE `� �� / -� d � EXISTING Ld w W PROVIDE A 1500 GALLON REINFORCED PRECAST SEPTIC TANK- OVER DESIGNED PER EXISTING / / , \`\_ ./ �� _ BRUSH 0 = 0 APPLICANT (SEE DETAIL). BRUSH / / / I LINE LL-� PROVIDE A CLEAN-OUT 2' FROM BUILDING SEE DETAIL) LINE W / / / 3 \ �� Z D- (n CAST IRON PIPE MUST EXTEND AT LEAST 2 FT. FROM FOUNDATION WALL / PROVIDE NEW WATER I I \ �� /--18�. of O PROVIDE A DISTRIBUTION BOX / SERVICE. COORDINATE Q n PROVIDE 6- 4.75' x 8.5' x 2' LEACHING GALLEYS. / \! WITH FI WATER WORKS I j / / Ld ! PER SCDHS EACH UNIT PROVIDE 53 SO. FT. OF LEACHING AREA- i , 1 1 53 SQ. FT. PER UNIT X 6 UNITS = 318 Sid. FT. PROVIDED-300 SO. FT. REQUIRED � �-o, USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT. � \ i BACKFILL MATERIAL SHALL BE 1-1/4 STONE BENCH MARK BOTTOM OF GALLEY UNITS SHALL BE A MINIMUM OF 3' Q \ ABOVE HIGH SEASONAL GROUNDWATER. ry / r ' IRON ROD W SEPTIC TANK, AND LEACHING GALLEYS SHALL BE TRAFFIC BEARING TO MEET ry ; �/ ; EXISTING 1 / -y BRUSH rr ELEV. 18. 11 THE REQUIREMENTS OF AASHTO H-20 LOADING. % LINE � INVERT AT BUILDING ELEV.- 21.00 \ \ SEPTIC TANK INLET ELEV.- 20.5 m \ 0 SEPTIC TANK OUTLET ELEV.- 20.25 / EQUIPMENT AND DISTRIBUTION BOX INLET ELEV.- 20.0 r X / \ / r'� MATERIAL STORAGE Z DISTRIBUTION BOX OUTLET ELEV.- 19.83 / / i' r' / o INLET OF GALLEY UNITS ELEV.- 19.0 BOTTOM OF GALLEY UNITS ELEV.- 17.5 PROVIDE NEW �r ;/ / it // O Ld \ BURIED UTILITIES ! v ; �� / / i - 0 0 [n .A APPROX/LOCATION �/' /� - o a / / EXISTING 4" WATER MAIN / / / � V) \ W / / / 1/ W O \Nl\ < \ R Ll 0 / / � W� 3 o �� %/ ! SITE PLAN 00 00 0 00 00 m oN I� w m m I o w I� LEGENDLd PROPERTY LINE cr o w � = o J ABUTTERSLINE -- ..................................................................._........._..........._.._._._._....._..............._....._._....................._..................................._....._......................_......_............_....................................._............................................ a m o o v c� L� EDGE OF PAVEMENT DATE: 12/16/2019 r) / r EDGE OF GRAVEL ------------------- i r ! EXISTING CONTOUR - 8 ' SCALE: AS NOTED 60?3SO f. // APPROX. LOCATION ' PROPOSED CONTOUR 22 \ EXISTING 6 WATER MAIN QUALITY CONTROL CERTIFICATION � TREE LINE PROJECT: # 2019808 GROUP REVIEWED DATE \ \ / / ! NOW OR FORMERLY N/F VAR2022 � / i r BOUNDARY POINT PROJECT MANAGER I SURVEY \\ I / it TOWN OF SODUTHOLD SPOT ELEVATION 20.8 X ENVIRONMENTAL 61 I SHEET ' 1 OF 2 CIVIL 20 10 0 20 STRUCTURAL \ I / 3 � � ARCHITECTURAL \ I �:� / I ! j / GRAPHIC SCALE IN FEET n J � J SILT FENCE CL 00 CD E N O „ WOVEN WIRE FENCE (MIN. 14 = p� CD 1 02 GAUGE W/ MAX. 6" MESH ■— (� H o Y U � � m SPACING) 4" MINIMUM TOPSOIL & SEED. W = °' r o S PROVIDE DEGRADABLE •---------------------------•---------------------------------------------------------------------------------------------------, 10' MAX EROSION CONTROL MATTING N CENTER Tp CENTER FOR STABILIZATION AS REO'D (D 36" MIN. LENGTH (n U m FENCE POSTS .� �u Q DRIVEN MIN. 16" w �� Q .� � > � 3 0 0 = 0 0 INTO GROUND 3 MAX. _ co 3 O D D O 0 0 0 Q 0 0 0 N Ilil > U C U 2 m cq = h PERMEABLE SOIL MIXTURE -• `:•:- t: '"' 18" MIN. OR TO SUITABLE O .— V W cal 40% SAND, 20-30% TOPSOIL, r •_ �' - FREE DRAINING MATERIAL N w M & 30-40% COMPOSI rn N HEIGHT i �O CV OF FILTER SEE PLANS Q 000 0 W cM a0 / / = 16" MIN. G N INFILTRATION BASIN NOT TO SCALE GALLEY DETAIL 6" MIN. NOTE cc 1.) CONTRACTOR MAY INCLUDE NATIVE SAND MATERIAL FROM EXCAVATION IN PERSPECTIVE VIEW THE PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. 1 WOVEN WIRE FENCE (MIN. 14 �I 2. PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE NTIR 1 A " MESH ) E E 2 GAUGE W MAX. 6 ES WATER QUALITY BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT SPACING) WITH FILTER CLOTH z l z'-o' TRAFFIC THROUGHOUT CONSTRUCTION. •; 6" MIN. FENCE POST CONCRETE 3 E CE OS N 3.) THE CONTRACTOR SHALL BE UABLE FOR THE REPLACEMENT OF THE ENCASEMENT e �� ' UNDISTURBED PERMEABLE SOIL MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & FLOW I GROUND MAINTAINED AS INDICATED. � MATERNAL ✓`- \i COMPACTED SOIL \! Z SECTION A—A CONCRETE COLLAR TO BE >\, USED IN UNPAVED AREAS ONLY a ° ° CAST CONCRETE - 0- ,_0„ EMBED FILTER CLOTH TYPICAL PLANTING AND SEEDING FOR INFILTRATION BASINS ti,,l PLAN vlEw ,,• -P-';;:�q,�. A MIN. OF 6" IN GROUND /\`/ �O s CONCRETE COLLAR COVERS 1.SEED MIX — NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, - CLEAN OUT SHALL BE AN IRON BODY a NEW ENGLAND WETLAND PLANTS, INC. 4" e� FERRULE WITH BRASS SCREW PLUG t' 2.MEDIUM SHRUB — BAYBERRY, MYRICA (MORELLA) PENSYLVANICA NOTE: ENTIRE WYE SECTION TO BE F {•., a SECTION VIEW 3.MEDIUM SHRUB — SWEET PEPPERBUSH CLETHRA ALNIFOLIA I I ENCASED IN CONCRETE r 0 4.LOW GROUNDCOVER — BEARBERRY ARCTOSTAPHYLOS UVA—URSI ° 5.MEDIUM GROUNDCOVER — SWEET FERN COMPTONIA PEREGRINA .. CONCRETE ENCASEMENT CONSTRUCTION SPECIFlCATIQI TRENCH WIDTH f C 4 e 30, ELBOW a. \ a 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH '" � SERVICE LINE '��^� -gyp^.�, >,�`• WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE -- -- c OR HARDWOOD. BEDDING ° a .qi;'�• � a�� og MATERIAL ° 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH T TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE 2' C.I. (MIN) z WOVEN WIRE, 6" MAXIMUM MESH OPENING. ELEVATION 0 KNOCKOUT INLET & PLAN 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY STANDARD CLEAN-OUT DETAIL OUTLET OPENINGS SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH NOT TO SCALE SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED EQUIVALENT. CAPACITIES A B C 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 0 (D 1500 GAL 75.5" 58.5" 55.5" EQUIVALENT. Of o z 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL O 0 Q REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENDE. U cy- HEAVY DUTY AND LOCKING z CAST IRON COVERS TO GRADE PJ�o z Z 0 m Q �oPo a LLJ >- 8" TRAFFIC III BEARING TOP " w E � z 24" o 0 Z o Q � ao � J Q Z 9s �G a Ld g -Q�. bi w o 0 Q cn (— INLET ° ° °° o w � o V) BAFFLE WALL `r�o a 0 Of JI �L w w 4" DIA. a ° 1 4„ DIA. I�I�U� Q 0 � Ld SDR 35 PVC <c 8°° SDR 35 PVC F ' z Q� w (f) PIPE-N PITCHED 2/3 CAPACITY PIPE- PITCHED STRAW BALE BINDER IITER F g o 0 I /C / I 1/ / QL PLASTIC LINING WIRE AeRIC co ui U 0 NATIVE MATERIAL — 0 (OPTIONAL) CONSTRUCTION ENTRANCE O n NOT TO SCALE IY Ld CROSS SECTION SECTION B-B = WOOD OR NOT TO SCALE (10 METAL STAKES LL 1500 GALLON (2 PER BALE) m 2 COMPARTMENT H2O RATED = i SEPTIC TANK � � � � � ■ Z 0 10' MIN. I z NOT TO SCALE B a �a B o U) w f // — o 0 VARIES �} 1 � I I � N I� }( > N O N .-ate o o -_n.i o ._■.i o ._o� ■ I � Z �- LOCKING CASTING 1 -� I TO GRADE PROPOSED GRADE PLASTIC J STRAW BALE LINING PLAN (TYP) I Q 3 ENDCAP TYPE NOT TO SCALE I a LEVELING DEVICES Q o A CONCRETE WASHOUT PIT m mo a, U) MIN. 4' X NOTES: o = u m o INLET 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL m N " N 2" MIN. ABOVE CONSTRUCTION LARGER PROJECTS OR PROJECTS REQUIRING OUTLET INVERT 2" MIN. a o 0 0 0 PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, Ld Y 3 y o 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). � o Lifr = o 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM ' DATE: 12/16/2019 BAFFLE REQUIRED PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES IF INLET PITCH EXCEEDS 75% OF ITS CAPACITY. I SCALE: AS NOTED 1/2" PER FOOT 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT ( PROJECT: # 2019808 QUALITY CONTROL CERTIFICATION OF WASH WATER. GROUP REVIEVIIED DATE PROJECT MANAGER TYPICAL DISTRIBUTION BOX ► ii SURVEY NOT TO SCALE L..._................................_._...... ... ...._.._...............__........._....... ..___............................................................................_..._...._.........._._..._. ..... . I SHEET ENVIRONMENTAL CIVIL 2 OF 2 STRUCTURAL ARCHITECTURAL MAR 0 2 2020 sUF'F. CO. HEALTH Slur, ECES FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT TEST HOLE DATA - � • Z., J _ v vvxa I��VA�E MGT. ZONE IV ALLOWING A DISCHARGE OF 600 G/D/ACRE. TEST HOLE DATA �\ Gt�0001�lOU'�T \ THE AVAILABLE ACREAGE IS: BY: RH STROUSE P.E.L.S. DATE: 03/19/2019 \ .__I N/F \ \\ 8.81f ACRES 0"- 30" TOPSOIL xs-s z5-a GO Y E _ HENRY L. FERGUSON 8.81 ACRES X 600 G/D/ACRE = 5286 G/D ALLOWED 30;;- 42» SANDY SUBSOIL ZR-10 \ i CO E LY GRADED SAND SP 25-11 25-7 ' U MUSEUM INC. 95 - 17 POORLY Y GRADED FINE SAD W/BOULDERS SP *r CS) C, - „ ►, PROPOSED- �� VACANT LAND STORAGE BUILDING- 0.04 G/D/SF X 900 SF = 36 G/D. (J 1-- O S SEEPS AT 9' z8-5 5-6 NOT A BUILDING Y Co � EXPECTED HIGH GROUND WATER AT ELEVATION 12f za-a 3-1-e LOT PER DEED = °� LL o a) A�• \ MINIMUM SYSTEM REQUIRED- 300 SF .� U o C OS > rt+ 3 O . -09• F \ SOIL CLASSIFICATIONS za-:I 2a-4 6 W V � ai f- W \ (n i CL tu .>- U E \ PIA- PLYMOUTH LOAMY SAND - 0-3% SLOPES Q . 0 -2 � N o r PIB- PLYMOUTH LOAMY SAND - 3-8% SLOPES za-7 25-5 11 �, N 58'21 00 E 26-3 N • 26-1 Ir %u c 5.02 r M DRAINAGE CALCULATIONS za-e 6o- N CQ } _ — / 2 zs-4 �..� C L cri N NBERKELEY :5068.73 .:.. .::........:::.::::::::::::::: ■� w N U w 1E.2181.36 \ ROOF AREA = 900 S . FT.Q i:� .. :::.i::�: :i:i::iiiiiiiii� �N _ : C)iiBAYNE SOPER = _ '^ r Q7 REQUIRED 30-1 0 - RE U D 9 F . X X E 00 S T 1.0 Q Q 2 12 150 CU. FT. N / V, 30-3 ZS-2 SINGLE FAMILY s 150 1.5 = 100 SQ. FT. REQUIRED s.- Co i'•ppCo " ch 2 5-3 1 � ao j PROVIDE 1 INFILTRATION BASINS 10 z co X 15 x 18 30- RESIDENCE ti DEEP � py = 150 SQ. FT. PROVIDED Ll.l � .\ 9 REMOVE WOOD CHIPS AND $� 04 30-4 TOPSOIL PROVIDE GRAVEL U F \ FILL, CONCRETE FOUNDATION � LL+ CU AND CONCRETE SLAB AS B z,-3 J RECOMMENDED BY THE EXISTING 30-e 30-10 � ——— \��R?)B��S• g'��29 \ \ BRUSH INFILTRATION BASINS GRADE AREA TO 3o-13 �s'��1 \\ PROVIDE 1500 GAL 3o-a sa-s .� z1_4 SEPTIC TANK (SEE DETAIL) * "'"' Lu o \ \ 0 + f PROPOSED 1 STORY 30-7 30-15 3o-u A d CLEAR SPAN yo l p'S \ 63,1•Z 6 STORAGE BUILDING Ci W/CONCRETE SLAB I 21-5 900 SO. FT. .i » • o ti - \ FF ELEv 22 25 2��' I STOCKPILE LOCATION MAP SCALE 1 =400 •.tic�0/ �. S 2642 40 E �' ` AREA r p^� LIMITS OF DISTURBANCE PROVIDE 15 x 10 x 18 �L -� p 1Z500 SO. FT. MAP REFERENCES DEEP INFILTRATION BASIN \\ 0 (SEE PLANTING SCHEDULE �0 1. SURVEY MAP PLAN OF PROPERTY TO BE CONVEYED TO BERKELEY SHEET 2) t,- CPROVIDE 6-ONCRETE GALLEY X 8.5' X 24r BAYNE SOPER BLOCK 26 LOT 1 FISHERS ISLAND, NEW YORK, SCALE - (\ �,y1" 100', DATED: DECEMBER 20, 1994, SHEET 1 OF 1 PREPARED � � \ UNITS- PROVIDE RISERS � � ` FOR ACCESS TO ALL UNITS. BY CHANDLER PALMER & KING I �\ PROVIDE HEAVY DUTY `" ��I • / / j `�> O LOCKING CAST IRON g• COVERS TO GRADE. NOTES �. �\ $� �ry ce` ►.::::::.;.. - n. (SEE DETAIL) c� W ry ry p� ► * k, 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 2.C . T �' Q' 3 r �� , O PROVIDE A CONTINUOUS INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE . W PURPOSED R LINE OF U OSED AGED N SILT FEN E TO BETWEEN THE CLIENT AN SURVEYOR 9' FENCE E CL E T D THE SU VEYO i MAINTAIN THROUGHOUT X E CEEDS THE P FENGAGEMENT.6 is ESCOEO THE i 4 O• r '�'� �.- r•�, PROVIDE - 1-1/4 CONSTRUCTION L J � CRUSHED STONE 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 0 / \ _ P OVIDE �- EXpANS10N AREA �F/ \ PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ?3so 3 r \�. Zp052 r O A 22 �DIS IBUTIDN <v \ LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. Q E30 U N DARY \ �I �` �3'2� ww1 �-� /� W REMOVE EXISTING / B�8 X I 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND 5'r 1v I A SHED PLATFORM SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Q Ra�4f� A o ' / TEST HOLE SF \ 1 ARE THE PRODUCT OF THE LAND SURVEYOR. CD / �) / \ �/ ISOLATIONS PROVIDE \\ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND o Q z 10 0 100 / ' `�' VALVES \ GEODETIC, SURVEY TRIANGULATION STATION "NIN" 0 0 GRAPHIC SCALE IN FEET41 EQUIPMENT AN� W/COVERS TO \ U C / OTERIAL STORAGE c�F GRADE-(BOTH ONES) 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX z — STAGIN AREA AND WHEN EXPANSION v D �j IS NEEDED MAP 1000, SECTION 003, BLOCK 5, LOT 5.3. z �--- O m 6. TOTAL AREA = 8.81 f ACRES. 2g LZ f- �,� ,- 1 7. SITE 'IS LOCATED IN ZONING DISTRICT R-120. I- o w W EQUIPMENT AND `"� z L, Z 0 Ld a. MATERIAL STORAGE / / 8. PROPOSED % OF LOT COVERAGE- LESS THAN 1% 0 Z o Q _ r / a w J Qz � PROVIDE / `. / 9. BASE FOR ELEVATIONS-NAVD88 i Q Q CONCRETE S ,�• `. �� / ```79, Lu 0- L.LJ 0 WASH-OUT PIT w / ' ``. �� / W t 0 V) EQUIPME T AND `� �� // ��-..�. / 0 � SEPTIC SYSTEM DESIGN / MATERIAL TORAGE `�\ \/ ` n' � EXISTING Lv lLJ W PROVIDE A 1500 GALLON REINFORCED PRECAST SEPTIC TANK- OVER DESIGNED PER EXISTING / / I \ \� , \ BRUSH ~ 0 2 APPLICANT (SEE DETAIL). BRUSH � � I LINE PROVIDE A CLEAN-OUT 2' FROM BUILDING (SEE DETAIL) LINE W / / \ \ Z CAST IRON PIPE MUST EXTEND AT LEAST 2 FT. FROM FOUNDATION WALL / PROVIDE NEW WATER I \ �� i —18, Q p PROVIDE A DISTRIBUTION BOX / SERVICE. COORDINATE 0 PROVIDE 6- 4.75' x 8.5' x 2' LEACHING GALLEYS. � YI WITH F1 WATER WORKS ' � �� i / �� / � W PER SCDHS EACH UNIT PROVIDE 53 SQ. Ff'. OF LEACHING AREA- / I + ?� 53 SO. FT. PER UNIT X 6 UNITS = 318 SO. FT. PROVIDED-300 SO. FT. REQUIRED USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT. 1 ► i / �' � (n Q. BACKFILL MATERIAL SHALL BE 1-1/4 STOIJE l l I BENCH MARK BOTTOM OF GALLEY UNITS SHALL BE A MINIMUM OF 3' /i �`'',�5� S0 ° O \ ABOVE HIGH SEASONAL GROUNDWATER. ry� \ I / i t�� ILY� �, / ; IRON ROD >�etsl t O dV�Ov� W SEPTIC TANK, AND LEACHING GALLEYS SHALL BE TRAFFIC BEARING TO MEET EXISTING 'USH ELEV ' g ' �C� T U unw Obis THE REQUIREMENTS OF AASHTO H-20 LOADING. /! '! BRUNE ' i i 'Sf�`��06 a -57��'�a nS CG Ot 'S}• (� 'i`o IS I \� INVERT AT BUILDING ELEV.- 21.00 \ SEPTIC TANK INLET ELEV.- 20.5 I i ro \ Q SEPTIC TANK OUTLET ELEV.- 20.25 EQUIPMENT AND \ \ DISTRIBUTION BOX INLET ELEV.- 20.0 MATERIAL STORAGE 1 Z DISTRIBUTION BOX OUTLET ELEV.- 19.83 / / / } 1 w o INLET OF GALLEY UNITS ELEV.- 19.0 1 { / o .,, -a . I z 0- Z BOTTOM OF GALLEY UNITS ELEV.- 17.5 PROVIDE NEW I J 1 / o B 0 c) W v� ! / r a v ^ .a •� \ BURIED UTIU71ES y 1-5 i / APPROX. LOCATION / �i �/ / on ^�, a. "o p / / EXISTING 4" WATER MAIN �p y o m o p4 w Ld O .. o LLJ w d 0 CV (V 14 A + .f, co ox. % ! Jj / / Rr d ra a � � op'.� 3 D / / 79 SITE PLAN 00 CID , 7900 o zgs00 m oN C: � Of m I \ ! z w w L, LEGEND � Y o PROPERTY LINE I o m o o Of O w Of 2 p J ABUTTERSUNE —— .......................................................... __.........._..................._..._.................................................._......................................................._I EDGE OF PAVEMENT DATE: 12/16/2019 I EDGE OF GRAVEL ------------------- \N n r�3 // EXISTING CONTOUR ——— 18 ——— SCALE: AS NOTED 023• APPROX. LOCATION / 1 ► PROPOSED CONTOUR 22 ^ \\ J � / EXISTING 6" WATER MAIN / ! j TREE LINE PROJECT: 2019808 QUALITY CONTROL CERTIFII ATION ; ! GROUP REVIEWED DATE \ \ 3 1 NOW OR FORMERLY N/F PROJECT MANAGER \ I / ; i BOUNDARY POINT SURVEY \ I 1 SPOT ELEVATION 20.8 X ENVIRONMENTAL � 1 I SHEET ' I 1 OF 2 CIVIL I i 20 10 0 20 STRUCTURAL \ I 3 I ARCHITECTURAL \ I w� I I j / GRAPHIC SCALE IN FEET 4 Rc 2 2020 SILT FENCE ._ 0"WAS-re �E„V Q� i coo TEE „ WOVEN WIRE FENCE (MIN. 14 o 102 GAUGE W/ MAX. 6" MESH C 0 0 U L .� C Y rJ o SPACING) 4" MINIMUM TOPSOIL & SEED. _ L p c F77771PROVIDE DEGRADABLE 10' MAX. ROSION CONTROL MATTING W .0 - r o T: -- --------------------------------------------------------------------------------------- CEN T 0 1 0 0 ER Tp CENTER 36" MIN. LENGTH FOR STABILIZATION AS REO'D W i CT � � U � II FENCE POSTS W Q E O DRIVEN MIN. 16" 0 y F— °i 0 3 0 0 0 0 0 = N INTO GROUND of J Q p� 3 0 0 0 0MAX. > cz 4, - U cn 2 — I PERMEABLE SOIL MIXTURE ,. r•' r :.:: - { "` 18" MIN. OR TO SUITABLE O = W N �_ U w Cli 1 40% SAND, 20-30% TOPSOIL, , ' , ; FREE DRAINING MATERIAL N L T `1, & 30-40% COMPOST cn G� -a o rn HEIGHT x/i �- !I OF FILTERcl) co SEE PLANS Q 16" MIN. cn W M INFILTRATION BASIN \., . NOT TO SCALE GALLEY DETAIL �° �,o/ 6" MIN. NOS V J 1.) CONTRACTOR MAY INCLUDE NATIVE SAND MATERIAL FROM EXCAVATION IN PERSPECTIVE VIEW THE PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. WOVEN WIRE FENCE (MIN. 14 I LIM 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH Z WATER QUALITY BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT _ I z'o' TRAFFIC THROUGHOUT CONSTRUCTION. 36" MIN. FENCE POST o 6" d' CONCRETE ' l �, 3.) THE CONTRACTOR SHALL BE UABLE FOR THE REPLACEMENT OF THE ENCASEMENT UrIDISTURBED PERMEABLE SOIL MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & r FLOW (I( GP.OUND MAINTAINED AS INDICATED. aF BEDDING ADDER AL COMPACTED SOIL J Z 2 SECTION A—A CONCRETE COLLAR TO BE USED IN UNPAVED AREAS ONLY TYPICAL PLANTING AND SEEDING FOR INFILTRATION BASINS o' , -o' PLaN N e{ ° r" EMBED FILTER CLOTH \\ �;,;'.`�,%\i - w d CAST CONCRETE ��\� t0 F-� CONCRETE COLLAR '4'�—� COVERS A MIN. OF 6" IN GROUND 1.SEED MIX — NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, CLEAN OUT SHALL BE AN IRON BODY a 4" NEW ENGLAND WETLAND PLANTS, INC. �' FERRULE WITH BRASS SCREW PLUG 2.MEDIUM SHRUB — BAYBERRY, MYRICA (MORELLA) PENSYLVANICA NOTE: , ENTIRE WYE SECTION TO BE SECTION VIEW 3.MEDIUM SHRUB — SWEET PEPPERBUSH CLETHRA ALNIFOLIA I I ENCASED IN CONCRETE(0: , = o 4.LOW GROUNDCOVER — BEARBERRY ARCTOSTAPHYLOS UVA—URSI 5.MEDIUM GROUNDCOVER — SWEET FERN COMPTONIA PEREGRINA —CONCRETE ENCASEMENT r �',•� a CONSTRUCTION SPECIFICA110S TRENCH WIDTH a ,a 30' ELBOW �'• ° �A'q�' �" 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH I -':: SERVICE LINE m_ �•>> WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE -- -- Ir fy a OR HARDWOOD. y� ri ` o 7 7- BEDDING ° a ° 2. FILTER CLOTH TO BE FASTENED SECURELY TO WO\+EN WIRE FENCE WITH � �°°•�� A' � MATERIAL TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE z' C.I. (MIN) Z WOVEN WIRE, 6" MAXIMUM MESH OPENING. EMVATION 0 KNOCKOUT INLET & PLAN 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY STANDARD CLEAN-OUT DETAIL OUTLET OPENINGS SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH NOT TO SCALE SHALL BE EITHER FILTER X. MIRAFI 10OX, STABILNKA T140N, OR APPROVED Q EQUIVALENT. CAPACITIES A B C 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED O 0 z 1500 GAL 75.5" 58.5" 55.5 EQUIVALENT. � " 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED 41D MATERIAL O O Q REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. HEAVY DUTY AND LOCKING zz CAST IRON COVERS TO GRADE z F— QQ`o o a w o o m 8" TRAFFIC OffO ? z Q LiJ BEARING TOP -- - ----- I L+_ 24„ O � Q :z ry 9�• �� a �F J W w O � 0 INLET ° °a a p�/� IL ----� OUTLET ?,, a BAFFLE WALL d 18 --___� sTF �o w a Q w w 4' D`A 4„ DIA. I�IoU� 0 Q 0 SDR 35 PVC a 8 SDR 35 PVCOf PIPE- PITCHED PIPE- PITCHED FIST ��, Z �` MIN. 1/4"/ 1' 2/3 CAPACITY MIN. 1 /8"/1' STRAW BALE WIRE R ER Fqe w PLASTIC LINING RIC u U Q NATIVE MATERIAL ° a a d (OPTIONAL) CONSTRUCTION ENTRANCE (n n NOT TO SCALE w LLI CROSS SECTION SECTION B-B = WOOD OR NOT TO SCALE (AI METAL STAKES LL 1500 GALLON (2 PER BALE) i } 2 COMPARTMENT H2O RATED_ i SEPTIC TANK - � J� 10' MIN NOT TO SCALE . I( z a B (9 (d B I o 0 W I I t I - 0 0 1 I �, U VARIES Il �( I z w O LEI I -1 i N f�l lLO N �� ( d u N LOCKING CASTING ` I Z TO GRADE PROPOSED GRADE STRAW BALE PLASTIC I LINING PLAN (TYP) ENDCAP TYPE NOT TO SCALE Q LEVELING DEVICES T>~ CONCRETE WASHOUT PIT a O o c, 00 00 o U) MIN. 4 x NOTES: j Cn o u 0 o 2" MIN. ABOVE INLET 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL y O W OUTLET INVERT 2 MIN. CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING o 0 PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, ' O w -' w Y z 3 y o 0 50 GALLONS/PUMP, PLUS MIN. 1 FREEBOARD). ` � U ' o W = o O- 03 0 n U U lL �+I r 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM : O w ��T I DATE: 12/16/2019 PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES BAFFLE REQUIRED w j IF INLET PITCH EXCEEDS 75% OF ITS CAPACITY. �' I SCALE: AS NOTED 1/2" PER FOOT 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT PROJECT: # 2019808 QUALITY CONTROL CERTIFICATION OF WASH WATER. GROUP REVIEWED DATE PROJECT MANAGER TYPICAL DISTRIBUTION BOX SURVEY NOT TO SCALE SHEET ENVIRONMENTAL CIVIL 2 0 F 2 STRUCTURAL ARCHITECTURAL CHOCOMOUNT '� x "/imcusox COVE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES v r wxn• APPROVAL OF CONSTRUCTED WORKS 20-0016 /dry`'6 . � \ DATE_12/02/2024 H.S.Rel.No. ,^ 3 O' InNIF a this to tlo,It— t l AM nii,-Supply na ilie; SWGE tv^ • allflb bWlbn NSvnY Ia,Pec1e06nWer RESOExcE '�� y� y�\O wlliLetl by lnia..d.m¢nleavorapeneGa an010un,1 W Da s21v'.latlory CRAIG KNCPPCR PC..CIIICF OrrICE OF WASTEWATER MANAGEMENTu g o A•� •-\ PO / er aweu0.rwr...m am,a,.,cmm Ent tt nmtm ROUNDARY '. ar vnau u 0& O E/ x as n w me IM r ewwmm I—. ��w.wm .e,,x , U . _ • ....... -- v,an n,rcv�wzomw mm[v v-iv TES FOR SEPTC SMEIA %/ ./ ,,, w�®s ♦ass rw vrv.rmsww_S u nw,v B ou P T•A-TR NT-e w t^O I I BENCN MARK ELEV. 18.11 Z N 0 p— SITE PLAN m G® 0 PRaECT:SI 2o1980B A PP Off ED AS NOTED CC DATE: P.# JJ� FEE: Y: _ NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING-INSPECTIONS: ; ,; STORIA WATER RUNOFF 1. FOUNDATION - TWO REQUIRED ?I)RSUANT TO CHAPTER 236 FOR POURED CONCRETE OF THE TOWN CODE. .2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE POP C.O. ALL CONSTRUCTI�4%< SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELErCTRiCAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF PLUMBER CERTIFICATION NEW YORK STATE & TOWN CODES ON'LEAD CONTENT BEFORE AS REOU'RED AND CONDITIONS OF CERTIFICATE OFOCCUPANCY SOLIDER USED IN WATER v 1tNtPdfi BOARD SUPPLY SYSTEM CANNOT S3 mac'' ftTRUSTEES EXCEED 2/10 OF 1%LEAD. PLUMBING. -ALL PLUMBING WASTE O ,, &WATER LINES NEED,.'CCUP/'11VGT= 0 ,1' IfJG:13E1=0RE.00VERIiJ0 USE 1S'UNLAWF•UL- NITHOUT CEATISCATT OF OCCUPANCY TRUSS PLACARDING REQUIRED AU exterior lighting installed,replaced or repaired shall conform DO NOT PROCEED WITH to Chapter 172 FRAMING UNTIL SURVEY; OF;FOUNDATION.LOCAnOk of the Town Code ;;HAS BEEN;APPROVEI):._ GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE INTERNATIONAL BUILDING CODE 2015 AND THE 2016 NEW YORI, STATE BUILDING CODE. DESIGN ACCORDING TO AISI S100-12, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEI.. STRUCTURAL. MEMBERS, AND WITH ANSI/ASCE 7-10. 2. NO LOADS OTHER THAN THOSE GIVEN UNDER "DESIGN 30'-5" � 30'-1.5" DATA" BELOW SHALL BE IMPOSED ON THE "STRUCTURE" 12 3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE BUILDING MANUAL SUPPLIED. 4. THE BUILDING, INCLUDING THE FOUNDATION, MUST BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE DRAWING AND ERECTION INSTRUCTIONS. ANY DEVIATION, UNLESS APPROVED BY US IN WRITING, SHALL NULLIFY OUR CERTIFICATE AND SEAL AND SHALL BE THE SOLE RESPONSIBILI iY OF THE ERECTOR. I 5. A PROFESSIONAL ENGINEER SHOULD BE RETAINED 1 WHERE SITE INSPECTIONS ARE WARRANTED. I r` 6. NO ARCH PANEL MAY BE CUT OR MODIFIED UNLESS IT CO IS TO ACCOMMODATE AN ACCESSORY PROVIDED BY THE MANUFACTURER IN ACCORDANCE WITH ITS INSTRUCTIONS AND/OR THIS DRAWING. j 7. MINIMUM S;PARATION FROM THIS BUILDING TO ANY TALLER BUILDING MUST BE THE SMALLER OF 20 BEET j AND 6 TIMES THE HEIGHT DIFFERENCE. j FOUNDATION NOTES l NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE I MINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE CONDITIONS MAY REQUIRE A STRONGER FOUNDATION, WHICH MUST BE DESIGNED BY A LOCAL ENGINEER. THE FOUNDATION SHALL BE FOUNDED ON NATURAL UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST ALL ROTATION AT THE BASF. OF THE ARCH. 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL CAPABLE OF SUSTAINING 1500 psf WITHOUT APPRECIABLE SETTLEMENT. REAP ELEVATIOP� SIDE ELE VAT IOI`! FRONT ELEVATION DESIGN DATA (MATERIALS) 1. CONCRETE F'c = 2500 P51 © 28 DAYS, ACI OVERHEAD DOOR TO BE DESIGNED 2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, ASTM A615 AND SUPPLIED BY OTHERS 3. W.W.R. Fy = 65 KSI, ASTM A1064. 4. W.W.R. 6 x 6 - W1.4 x W1.4 DOOR SCHEDULE I ARCH DATA 24" 0,25" 2. S" 5" 24" 01 :51"W X 80"H 1 #4.__@_-18"__-C-T_�__. W.W.R. SERVICE DOOR TO 8E LOCATED AND I n T - _ FIELD CUT ON SITE BY OTHERS. 4" (rnir,: _ ------T ^I T 5 j ENDWALL DATA 18" 2" tong I 1120" t 0.03" - �- --- SEC B-B a R) r12 71.44, tI= 0.03 0.03 BOLTS SAE GRADE 2 OR ASTM A307 I -. - - - - - #3 stirrLips 2 18" CTC I ARCH STEELLL THICKNESS K ESS - -EEO R n PROFILE I I = 120, CALVALUME SHEET STEEL STRUCTURAL QUALITY ASTM SPECIFICATION A792-10 (-$r} t = 0.04' 55% ALUMINUM-ZINC ALLOY (HOT DIP COATING) p ASTM A792 GRADE 50 CLASS 1 fU R) 50 KSI MINIMUM YIELD SEC A--A L I 65 KSI MINIMUM TENSILE ' WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE FLOOF OR Hss SECTIONS SHALL CONFORM To: ASTM A500 GRADE B (Fy = 46 Lsi) THE REINFORCING STEEL, AND/OR RAISE THE TOPS OF THE ()OTERS IN SECTIONS SHALL CONFORM TO: ABOVE THE FLOOR OR BUILDING FAILURE MAY RESULT _-- - - AS1M A392 GrzADE sc Fy = 50 'rsl) - " o 1 = 71.44 I = 71.44" OTHER SECTIONS SHALL CONFORM TO: _........_... ......_._.� ._......_... ....................__...._ Minimum Concrete Cover: t = 0.03' t = 0.03" ASTM A36 (Fy = 36 ksi) 1r... (a) Concrete Cast against earth: 3" / i ARCH DESIGN DATA IN ACCORDANCE WITH ANSI ASCE 7-10: i (b) Concrete exposed to earth or weather: ROOF LIVE LOAD (PSF) = 20 Pg; GROUND SNOW LOAD (PSF) = 30 No. 6 through No. 10 bars: 2" Ce: EXPOSURE FACTOR = 1.0 No. 5 bar and smaller: 1.5" Ct: THERMAL. FACTOR = 1.0 (c) Concrete not exposed to earth or weather: 0.75' IMPORTANCE FACTOR (SNOW) = 0.8 ARCH PROFILE CATEGORY 1/AGRICULTURAL BUILDING Fret: COMPONENT WIND PRESSURE (PSF) _ +/- 31 V : BASIC WIND SPEED (MPH) = 127 Kh: VELOCITY PRESSURE EXPOSURE = 0.85 i WIND EXPOSURE CATEGORY == C I 3n'_-_5.5"-___-___._ , 2 5„ SEISMIC DESIGN CATEGORY =� B -. - ....------- -----....---------------..--.-_............ -------.._..-.---.... ------ - - ----- - -- ---- 11'-- 1 p C s 10' 9'-2.5„ i 5„ ;n 1?, 12, --12 25' - -----� -..__...._....i.... Lo I C tC LIP OF ARCI� CCTDR ----- _ « ° ° 00( _ !� �5/8" DIA. HILTI KB3 ANCHOR < L: V1AR oilDD (ICC-ESR-2302) OR 0m! I EQUIVALENT I C BUILDING DEFT. r- 1/4"xl-3/4"xl-3/4" I 0 3/8' x 3/4' GRADE 8 BOLTS D D I' I TOWN OFSOUTHOLD STEEL WASHER ASTM N CONNECTS ARCH PANELS TO CONNECTOR 1 6' F436 OR EQUIVALENT I 1c �� i I p J I m U C- ARCH CONNECTOR ENDWALL CONNECTOR t I Q -C- L_ o o I 8.75" I ❑ + I CONCRETE o ' I Ca _ CNANDER P. NANC�IA P.E. CONCRETE FOUNDATION II ql I W �- u u u X Lj ' I I 7423 HOLLOW RIDGE DR EMBEDMENT z .e7s TX 77095 o HOUSTON SEC C-C SEC D-D ANCHOR BOLT in DETAIL i CORNER DETAIL - INDUSTRIAL FOUNDATION ro ' 00 LEGAL NOTE m N a i This drawing is the property of Future Steel Buildings Infl. 12 _j _ Corp. Any duplicotion of this drawing in whole or in co part is strictly forbidden. Anyone doing so will be i -�- prosecuted under the full extent of the law. 1.875' 1 0 ..........1 o 1.875" �Q�`Y REVI5IJNS---------_......_. _.. S,. ° z --° LE NGTH OF FOUNDATION 75 rr�S�T RV �FNE kv 2.75" 31 bolts et 1 ?" Staggered spacing 30' 30'-5.5" . T l s_....._... P tacIMaster Bui!dir 2.75 � � Ery>JrruF 220 Chrysler 0r'va, Drampton,Ontario, Canada,L6S 888. Phone (905) 790-8500 N.T.S. P.G. � .` SCALE: APPROVLD BY: • F❑ IN-.ATION PLAN INDUSTRIAL BASE CONNECTOR LAYOUT OCT. 24 2019 T.G. DATE: CHECKED BY L � PROJECT: CI-IRIS FINAN � �Is_ E �s ISLAND, NY � Ca s3 � �/� / l �/�• OFESS0 530-17 81-55692 M ODE L: D WC. 909 — 1ID40 ' ' '4 ,<;'; r. 3" VENT TO ROOF min Lr)IT i 1 " TRAP 1 Bi max ��f� I w— r ARM ,. f ''`�. ,., f .A A Inn.':n TOILET I- Hai ■. VANITY . SINK '.. .�"■ -" ;" �,■ tts 4" CLEAN tr. �= 11 ( OUT �1 r � !i'�i .rY.r' ,at"r 'ti.'� �1� "'may t. s•' . I I � �" � 4" SEWER 3" BUILDING I DRAIN ��. f�q. -- - �_. - � PLUMBING RISER DIAGRAM � =� L " -�. BATHROOM ELEVATIO -�.► •- z . •� - - , " SCALE:MN --:1`- *"LOOKING NORTH =" . Al SCALE: NT4010 -ti Al ell A1 .0 (-"/30-1�1/2- .0 I -- .-~� '%16_ I t `.- f I I Sam Fitzgerald Architect, PC C!E I,C: • _ '' I ACCESSIBLE I 15 E. Putnam Ave.,#234 BATHROOM I Greenwich, CT 06830 860.287.3808 info@samfitzgeraldarchitects.com sam@sfapc.net NEW ADA COMPLIANT BATHROOM WBATHROOM ISOMETRIC DIAGRAM STORAGE SHEIDHIN 5 —— —— — — —— ——— DRAWING REVISIONS SCALE: NTS 1 11/07/2022 PLAN CHECK REVISION 1 0 0 CV i U? O z M DRAWING ISSUE 4 i 1'-6" STORAGE SHED � ( N ti ACCESSIBLE BATHROOM � OPTIONAL 18" VERTICAL GRAB BAR 2'-6" MIN. Z 39" TO 41" FROM BACK WALL 39" TO 41" AFF New ADA Compliant Bathroom at ' YA°yam t �` FISHERS ISLAND DEVELOPMENT CORP. \ _ BATHROOM TO COMPLY E a r ', {;`:� WITH ICC/ANSI Al 17.1-2009 i a* ', ., ," /; , �, CEDAR RIDGE ROAD, FISHERS ISLAND, NY ('N '. Sheet Title MIN 2-10 Al BATHROOM DRAWINGS 7'-10" 7'-6" min. 111.1 Date 11/07/22 Project Al • 0 60-000 BATHROOM PLAN BUILDING FLOOR PLAN sale AS NOTED 2 SCALE: 114" = 1'-0" SCALE: 1/2" = V-0" GENERAL NOTES 6 ^ 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE INTERNATIONAL BUILDING CODE 2018 AND THE 3 2020 NEW YORK STATE BUILDING CODE. DESIGN ACCORDING 30'-1.5 TO AISI S100-16W/S1-18, NORTH AMERICAN SPECIFICATION 60'-5" 12 FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, AND WITH ANSI/ASCE 7-16. 2. NO LOADS OTHER THAN THOSE GIVEN UNDER "DESIGN DATA" BELOW SHALL BE IMPOSED ON THE "STRUCTURE" 3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE BUILDING MANUAL SUPPLIED. 4. THE BUILDING, INCLUDING THE FOUNDATION, MUST BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE DRAWING Ln AND ERECTION INSTRUCTIONS. ANY DEVIATION, UNLESS 00 00 APPROVED BY US IN WRITING, SHALL NULLIFY OUR CERTIFICATE AND SEAL AND SHALL BE THE SOLE 4 RESPONSIBILITY OF THE ERECTOR. 5. A PROFESSIONAL ENGINEER SHOULD BE RETAINED WHERE SITE INSPECTIONS ARE WARRANTED. 6. NO ARCH PANEL MAY BE CUT OR MODIFIED UNLESS IT IS TO ACCOMMODATE AN ACCESSORY PROVIDED BY THE MANUFACTURER IN ACCORDANCE WITH ITS INSTRUCTIONS AND/OR THIS DRAWING. Ol 7. MINIMUM SEPARATION FROM THIS BUILDING TO ANY IL TALLER BUILDING MUST BE THE SMALLER OF 20 FEET AND 6 TIMES THE HEIGHT DIFFERENCE. 8. IF SEALED BY AN ENGINEER, THIS DRAWING IS FOR PERMIT APPLICATION. OTHERWISE IT IS A DRAFT AND NOT FOR CONSTRUCTION. REAR ELEVATION SIDE ELEVATION FRONT ELEVATI❑N FOUNDATION NOTES OVERHEAD DOOR TO BE DESIGNED NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE AND SUPPLIED BY OTHERS MINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE DOOR SCHEDULE CONDITIONS MAY REQUIRE A STRONGER FOUNDATION, 0.25" 2, 5" 5° 24" O1 WHICH MUST BE DESIGNED BY A LOCAL ENGINEER 31"W X 80"H 1. THE FOUNDATION SHALL BE FOUNDED ON NATURAL #4 C 18" CTC W.W,R, SERVICE DOOR TO BE LOCATED AND UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 4" Onin) FIELD CUT ON SITE BY OTHERS. 1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST ____ ___ _ __,__ _ _____ ___ _ _ _ _ ___ ALL ROTATION AT THE BASE OF THE ARCH. 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL CAPABLE OF SUSTAINING 1500 psf WITHOUT APPRECIABLE SETTLEMENT. 2" long I = 120" 475w T-� t = 0.03" DESIGN DATA (MATERIALS) W SEC B-B p 1 = 71.38" t _ 0103„ 1. CONCRETE F'c = 2500 PSI ® 28 DAYS, ACI t = 0.03' 2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, ASTM A615 3. W.W.R. Fy = 65 KSI, ASTM A1064. #3 Stirr-ups @ 18" CTC 4. W.W.R. 6 x 6 - W1.4 x W14 ARCH DATA 24" 11 2/' 6-#4 I = 120" I = " t = 0.04" t = 0.04.04" SEC A-A WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE FLOOR OR 5, THE REINFORCING STEEL, AND/OR RAISE THE TOPS OF THE FOCTERS ABOVE THE FLOOR OR BUILDING FAILURE MAY RESULT a I = 71.38" I = 71.38" 12 �2-#4 " a Minimum Concrete Cover: t = 0.03" t = 0.03" ENDWALL DATA 18" � 12„ �--�, (a) Concrete Cast against earth: 3" (b) Concrete exposed to earth or weather: N No. 6 through No. 10 bars: 2" r No. 5 bar and smaller: 1.5" �7 (c) Concrete not exposed to earth or weather: 0.75" ARCH PROFILE BOLTS: SAE GRADE 8 OR ASTM A354 GR. BD ARCH STEEL THICKNESS - SEE ARCH PROFILE ENDWALL STEEL THICKNESS = 0.03 in. GALVALUME SHEET STEEL STRUCTURAL QUALITY ASTM SPECIFICATION A792-10 (2015) 55% ALUMINUM-ZINC ALLOY (HOT DIP COATING) ASTM A792 GRADE 50A 60'-5.5" 50 KSI MINIMUM YIELD 65 KSI MINIMUM TENSILE 1 1' HSS SECTIONS SHALL CONFORM To: B ASTM A500 GRADE B (Fy = 46 ksi) 0 0 0 0 o o W SECTIONS SHALL CONFORM TO 5 I 11'-2.5" 4 pCs 10' I 9'-2.5" ASTM A992 GRADE 50 (Fy = 50 ksi) 425 ° ° ��E }� OTHER SECTIONS SHALL CONFORM TO: ASTM A36 (Fy = 36 ksi) zq`° ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE 7-16: A A m Lo: ROOF LIVE LOAD (PSF) = 20 Pg: GROUND SNOW LOAD (PSF) = 30 D I 00 In 12" 12" 12" 5" Ce: EXPOSURE FACTOR = 1.0 C- LIP OF ARCH CONNECTORLn Ct: THERMAL FACTOR = 1.0 IMPORTANCE FACTOR (SNOW) = 0.8 HILTI KH-EZ CRC 5/8 x 5-1/2 N d CATEGORY 1/AGRICULTUP.AL BUILDING n I (ICC-ESR-3027) o ° 00 Pnet: COMPONENT WIND PRESSURE (PSF) _ +/- 27 OR EQUIVALENT Cn o 0 0 V BASIC WIND SPEED (MPH) = 120 1 4 x1-3/4 x1-3/4 Kh: VELOCITY PRESSURE EXPOSURE = 0.85 TEEL WASHER I N - C--JRADE 8 BOLTS it Z GCpi: PRODUCT OF INTERNAL PRESSURE COEFFICIENT o ASTM F436 W CONNECTSBARCHCPANELS O CONNECTOR O �� OR EQUIVALENT I a }D I D r Q S UC �„Or+1'� AND GUST-EFFECT FACTOR = +/- 0.18 L J Kd: WIND DIRECTIONALITY FACTOR = 0.85 1= a o Z OF NSYY Kzt. TOPOGRAPHIC FACTOR = 1.0 _ / I o a p I ,C. }• Ke: Ground Elevation Factor = 1.00 U ARCH CONNECTOR ENDWALL CONNECTOR - - Li ° \ 5 1 4 4 I q_ p �Q O�R 0 WIND EXPOSURE CATEGORY = C N CONCRETE �/ L, (� SEISMIC DESIGN CATEGORY = B EMBEDMENT N - x CONCRETE < --. Q FOUNDATION - ANCHOR DETAIL a �D875 ,.875 sn °' z w c 5 ! r SEC C-C SEC D-D c Ln r S30 © CORNER DETAIL - INDUSTRIAL FOUNDATION �r LEGAL NOTE co S�O This drawing is the property of Future Steel Buildings Intl Corp Any C) I 00 / "//"1 duplication of this drawing In whole or in part is strictly forbidden Anyone 1, r' doing so will be prosecuted under the full extent o1 the law 0 1111 FE JISION� 1.875" o 4.25" o 1.875" 5" 0 o 0 7 5" 0 0 B �E LENGTH OF FOUNDATION �l SteelMaster Buildings 2.75 61 bolts at 12" staggered spacing = 60' 2.75" 60'-5.5" ENGINEERS SEAL. 220 Chrysler Drive,Brampton,Ontario,Canada,L6S 6E6,Phone:(905)790-8500 N,T.S. P GUO _ SCALE APPROVED BY: FOUNDATION PLAN INDUSTRIAL BASE CONNECTOR LAYOUT pa D3/G5/2023 JB. I'{t CH „VSLR P. NIA Pad# DATE: CHECKED BY HOLLOW �Iu PROJECT: FISHER'S ISLAND UTILITY COMPANY 7423 HOLLOW PADGr-- DR FISHERS ISLAND, NY HEN'TX S30-17 81-55692 R MODEL DWG