Loading...
HomeMy WebLinkAbout45521-Z Q�pS��F01'�Ca� Town of Southold 2/16/2021 a P.O.Box 1179 53095 Main Rd y.1j�1 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41774 Date: 2/16/2021 THIS CERTIFIES that the building GENERATOR Location of Property: 2667 ROW off Long Creek Dr, Southold SCTM#: 473889 Sec/Block/Lot: 52.-9-1.2 Subdivision: Fled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/25/2020 pursuant to which Building Permit No. 45521 dated 12/1/2020 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: access9H generator as applied for. The certificate is issued to Casamento,Timothy&King,Kleo of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45521 12/21/2020 PLUMBERS CERTIFICATION DATED Authorized Signature yam. TOWN OF SOUTHOLD ��o�SufFnl,r�y � BUILDING DEPARTMENT x 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#: 45521 Date: 12/1/2020 Permission is hereby granted to: Casamento, Timothy & King, Kleo 17 Woodbridge Ct West Babylon, NY 11704 To: install generator as applied for per Trustees approval. At premises located at: 2667 ROW off Long Creek Dr, Southold SCTM #473889 Sec/Block/Lot# 52.-9-1.2 Pursuant to application dated 8/25/2020 and approved by the Building Inspector. To expire on 6/2/2022. Fees: ACCESSORY $100.00 ELECTRIC $85.00 CO -ACCESSORY BUILDING $50.00 Total: $235.00 u nspector I so���®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a� sean.devlin(cZtown.southold.ny.us com BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Timothy Casamento Address: 2667 Long Creek Dr city.Southold st: NY zip: 11971 Building Permit#• 45521 section: 52 Block. 9 Lot- 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical Contr License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transfer Switch 200A UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures [] Pump Other Equipment: 20kW Kohler Generator w/ 100A Overcurrent Protection on Generator, 200A - Transfer Switch, and Disconnect Located Outside Generator as Means of Emergency Disconnect Notes: Generator Inspector Signature: Date: December 21, 2020 S Devlin-Cert Electrical Compliance Form As SOGIyo� # TOWN OF SOUTHOLD BUILDIN EPT. cou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] "FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [knELECTRICAL (FINAL) [ ] CODE !VIOLATION [ ] PRE C/O REMARKS: �C �1 DATE INSPECTOR FIELD INSPECTION REPORT DATE comAm T-s FOUNDATION(IST) ------------------------ ------ -- 7 y FOUNDATION (2ND) ;• • . � Sal ROUGH FRAMING& PLUMBING e INSULATION PER N.Y. r H STATE ENERGY CODE - FINAL ' ADIM - '• ' , ren TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit ExaminedN ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20� Mail to: Disapproved a/c Phone:b Expiration '20 B �� ��� '1 ' ns ctor D �. APPLICATION FOR BUILDING PERMIT AUG 2 5 2020 Date 8 2/ . 202-0 BUH,DING DEPT. INSTRUCTIONS TOS Vr'4 G-T `s r11TJ 'HOLD 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. P1,1 x 2 G,1.6vr#%.s 4rp)e - 'e;t41 (Signature of applicant or name,if a corporation)or (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 643Ctri c I cn Name of owner of premises l?&of �a 1 K r,,% (As on the tax roll or latest ) If a icant is a corporation, signature of duly authorized officer a,.,t s' (Name and titl of corporate officer) Builders License No. Plumbers License No. Electricians License No. c3ff 17 7 A4 Other Trade's License No. 1. Location of land on which proposTe�d work will be done: House Number Street Hamlet County Tax Map No. 1000 Section s 2 Blocky g Lot /. Z Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy RZS i ek^G 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4 ✓I'mert� (Description) 4. Estimated Cost Fee 2.35, oa (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height --Number of Stories_______________ Dimensions of same structure with alterations or additions: Front ___Rear Depth_____ ---Height --Number of Stories___________________ 8. Dimensions of entire new construction: Front ____Rear —_Depth-___ Height__ __Number of Stories _____________ 9. Size of lot: Front _____Rear --_--Depth_ 10. Date of Purchase _Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises-----------------Address --Phone No.__---___________� Name of Architect __Address -Phone No- Name of Contractor -----------______---Address ---Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) PG.,.-, ( P-,- BL)r^,g d f __being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ( ' 'tr''a_CAd'r (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ati SA dday�off A L"ST 20 4V �iV67� -ELIZABETH H BURNS ~ Notary Public o�Y Public,State of New Y No.OIBU6032747 Signature of Appli ant Qualified in Suffolk Cotmy Commission Expires 1UO3/ZO.�, l i Glenn Goldsmith,President Town Hall Annex i 54375 Route 25 Michael J.Dominoes P.O.Box 1179 John M. Bredemeyer III bb/ Southold,New York 11971 j A.Nicholas Kru ski '�" P Telephone(631) 765-1892 .ryr��'�� ( -6641 Greg Williams Fax 631) 765 „,, COW ri ' 1 i BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD j Permit No.: 9747A Date of Receipt of Application: October 15, 2020 Applicant: Timothy Casamento & Kleo King SCTM#: 1000-52-9-1.2 Project Location: 2667 Long Creek Drive, Southold Date of Resolutionlissuance: November 18, 2020 Date of Expiration: November 18, 2022 Reviewed by: Michael J. Domino, Trustee I i Project Description: As-built automatic generator to be placed on a Tx5'concrete pad. ! Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance''of an i Administrative Permit allows for the operations as indicated on the site plan prepared by ! Samuels & Steelman, dated October 6, 2020 and stamped approved on November 18, 2020. Special Conditions: None Inspections: Final Inspection. r , If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. r j Glenn Goldsmith, President , -,• I Board of Trustees - 1 (a1] [s" N O V 3 0 2020 iD�161 Ka.:_��1-ih.7l.�'1JL11�0 I I , 11 1 I 1 i n Glenn Goldsmith,President <I.` rkQ(f� Town Hall Annex 54375 Route 25 A Nicholas Krupski,Vice President P.O. Box 1179 John M.Bredemeyer III ; Southold,New York 11971 Uichael J.Domino @. Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 Cow BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE - #.1792C Date:January 29, 2021 THIS CERTIMS that the as-built automatic generator to be placed on a 3'x5' concrete pad: At 2667 Long Creek Drive, Southold Suffolk County Tax Map#1000-52-9-1.2 Conforms to the application for a Trustees Permit heretofore fled in this office Dated October 15,2020 pursuant to which Trustees Administrative Permit#9747A Dated November, 18, 2020,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built automatic generator to be placed on a 3'x5' concrete Rad. The certificate is issued to Timothy Casamento &Kleo Kin a owners of the aforesaid property. Authorized Signature Lit t.,._' ,'. �4 f..�� -f-,.• • - f.-...-„ L J -1 FEB - g 2021 fit. � BUIL 1 DEPARTMENT-Electricallnspector . r �5 AUG2019 S 3, TOWN OF SOUTHOLD own Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 13,111LI)INtr� (631) 765-1802 - FAX(631) 765-9502 ' O` 6 i-oaer.richert' 'i©wn:s�utfiold:riyu APPLI TON FQR_ELECTRICAL INSPECTION. REQUESTED BY: Bob Burns Date: _.. Company Name: Paul-Burns Elactfical Contractors Inc = Name: Paul. Burns Jr License No.: 3897ME _ email: pbumsjr aQoptonline.net-- _ �- Vtidiess: "_ PO'BOx 1061 Southold, NY 11971 Phone No:: ~631;=365-4735 - JOB SITE INFORMATIONS (All-Information Required) Name: Casamento Address: 266TR.O. off Long Creek Drive Southold _ Cross Sheet: et',< ve- _ Phone No.. - - - - - BIdg.Permit J" a- Blocl D' tact• 0 Section:_ �.Tex Matz^_..Is -___.- ; BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ Nev ouse;detaehed=gaFage Circle All That Apply: Is job ready for inspection?: YE_Q Ilmn I Rough In Final Do you need a Temp Certificate?: tYts i)NO Issued On.. - 9 Temp Information* (Ali information required) Seivice-Size- 11 ph/ 3 Ph Size: :2O A #Meters— 1 Old Meter#,,---- ---- d ew Serviced Fire Reconnect-Flood Reconnect-Service Reconnected ��Pm�ound Overhead ;� ,yunaergnouna Laterals; _K rrama __Pole Work done_ofl Service?,., Y N _ , Additional Infonration: - PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form-As J ' 'A4 EL- S A M U E L S & S T E E L M A N September 22, 2020 Southold Town Building Department 54375 Main Road Southold, NY 11971 Re: Generator at the Casamento King Residence 2667 ROW off Long Creek Drive, Southold, NY An application has been made and is pending for a generator at the above referenced project. That unit was installed as part of the construction of the residence. Attached find four (4) SITE PLANS showing where that unit was originally proposed (next to a Shed, which will not be built) and where it was installed (immediately behind the Garage). Attached find a cut sheet for that unit, as requested by the inspector. If the file is thereby complete, please prepare a permit and a Certificate of Occupancy for the power generator, and send it to my office, or notify me to pick up. Thank you, 'tmwc� r� D l�aV Tom Samuels F- DD S E P 2 4 2020 RUMDRM DEQ ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 November 30, 2020 N 0 V 0 2020 Southold Town Building Department Main Road Southold, NY 11971 r{ �#`J1;; Re: King Casamento Residence 2667 Long Creek Road, Southold BP#43621 Please add the enclosed Southold Trustees PERMIT for a power generator, as built, for the King Casamento Residence. They made a prior inspection and approval, which was filed with the Department for the certificate of occupancy for the residence. There is a prior application for a building permit, together with other information, on file in your office. Please review the enclosed and get back to me with any questions. If complete, please prepare a BUILDING PERMIT and CERTIFICATE OF OCCUPANCY for the generator, and contact my office with a total fee for same. Thank you, Ti(&u.&,N Tom Samuels i X42,1 �I I O FRCMTAFNING V06F46420 STONE TMP a`mCONc NON-PI5-NRHANGL _ s1R1G11RE ->� W ,`j _ t14rxL T7"ORARY SLT W 0 PUN �"--_y - ----- FEFGE ALONG LIMTs OF Q F yv- V15TLTZBANGE VERMAWNT COVM@iTOP ' YII@W 90' YENC7U OR STALL STONES ,A :feel O DKIR ATIN5 SO'NDN Hd 9kmlleee DI5TLT03AHOE 21.FFER y ���- 52. W 2xkw�h,�►r l9�1 w I I I _ �i Gene-fir- ORAM OA.YUL 'n - t micH DRAM F-'LAW w-1�'6RLLL TiL3J TO DRl'Y1ELL 1 ' f Sff DETAIL gO Z I O Y Y L,NE'-TT20T,RL^DWOC _�_— _ _ 0 i FROM ELEVATON - 'ED&INSO CO C-VL' I --1-- 'lfimWid Eb61N6 oN DONG 0,L� •+v ye FUR El".6.5 E �D I, l �' 1i��4 OUTDOOR GRILL {SLq7. � Lli L sr•a/R"•,-0• --{ I O YaL ` .53 reLLYell- " R. - 9 � \\Y FT TRENGII OW IN :'/ / ''TIBC GON-9L�+9, w exn luno t+w e •� �r 1T714AL PAN R& PATTERN AS SPOINN \A/ dS nrs,vPywY — i� SUZFAGE AsvW_T F1R LR EL ELEV nJry I I 4 6r+vTEr$r-E ''lw�i w S•�`` s,•1.1 j I2D O El PPOPOSC1RBRb '�•`y t Eb WA MOKT�TTIM OOm Imo'lK MORTAR 5CTFTHe BW ON 4° THK OONO tL lY/6"IOAO � V8'PATTL .N.PAVRI., `` v \ PRWMT NO PATI[qM A5 SW° 4 1803 A cuRr51N5 OSYBTFTI , ONAWN er UT ��- 9URPAOET TS 5KlLKI"y I v YQL` 725119 GCOELESTO10 IAPOPONK T" "- ' :•'�I _ / ENLARGED TTWO 9W�b/lo '"�>>'tI ' ENLARGED SITE PLAN SITE PLAN Kw TYplcpL PAVM6 , ' SCALE 116'=VW mn-05EV pm PATTFTV,As S90M \ / 51tEETNO_ w ! 1 BID&PERMIT SE7 i F Rauch Travis N 93 S Howells Point Rd 'Bellport, NY 11713 row REVISIONS: 0" ITE U N 75'31'17 E 2703 Long Creek Dr 100D-52.-7-1.3 VACANT 210.00' Aim SCTM # 1000-52-09-1.2 N/0/F PROPERTY: 2667 ROW off Lon Creek Dr o orlon Ang la ADDRESS Southold NY 1197 L. 5 oc t 214 M Southold,Pond Ave is71 OWNER: Timothy Casamento ROW Kleo King1000-52.-g-1.5 17 Woodbridge Court ROAD N/o/F West Babylon, NY 11704 ` Murtha Robin I I 'Murtha 411raEd Lake Dr SITE: 87,937.5 sq.ft. 2.018 ac • Montauk, NY 11954 64,350 SQ,FT. 1.477 ac >- 684 ROW off Long Creek Dr Landward of wetlands boundary 1000-52.-9-1.3 VACANT TOTAL PROPOSED LOT COVERAGE: 9281 S.F. or 14.4% ZONING: R-80 _ J SURVEYOR: Kenneth M Woychuck ; , - Uj Land Surveying Po Box 153 ! I \' Aquebogue, NY 11931 - ! IIT OF TIDAL AND License # 050882 ; r�, J 2 0 IT Dated Revised 12-13-18 Q AS DELINEATED Revised 10-10-18co EN CONSULTANTS Revised 06-01-18 LU o 4 M 28, 2018 Revised 05-24-18 l Revised 04-13-18 ANGELA NORTON / 11...1 Update wetlands flagging 04-03-18 �� �I Add 50 buffer 03-08-18 610 Pond Ave r O7 ,I'�l0'1�1 Southold, NY 11971 z 5_ t I,�-_-' -- I Set stakes for NYSDEC 01/18/18 2653 ROW off Long Creek Dr _ 1000-52.-9-1.1 -5 >` VACANT / — L NE '(EL,,/ LUUJA I luff--hm MAb » a.. +";Island Sound � :: > - � IRM ZONE . _ L- LIMIT OF TIDAL. A BOUNDARY H' +.q4?. g•Y JigF. TCv FRESHWATER/NONTIDAL i V LINE ' ISlltillJllfUClt;'�oT4d WETLANDS AS DELINEATED • EN-CON5ULTANT5 f. '. MARCH 28 2018 LIMIT OF �`~ . .<..., a :. CLEARING U,�w. ORIGINALLY {; ,..,...,...: XISTING Q-a APPROVED ' VEGETATION TO fir ,,. `"'_: s<'`t , �e•• / ..;k SHED D I BE REMOVED _ NOT !� mo o ,. --CONSTRUCTED I a y3 i� " r '• 4p1 00 FT SETBACK ITE ' 6 LINE FROM TIDAL Q ORIGINAL,.-- i AND FRESHWATER/ oc� •o PROPOSED -7 - NONTIDAL ` d LOCATION OF ` /( I WETLANDS '°�^ °�� , Moe GENbRATOR �` I ON / 6 , to i I E i I • ' N ` I NSTAL-L TEMPORARY Limi 'or- SILT FENCE ALONG GL ZING LIMITS OF DISTURBANCE LIMIT OF TIDAL A _ _ _ _ _ _ 96 ' \� / ' ` ' - � - - ' �� � RAIN - FRESHWATER/NONTIDAL �s --Er' '�9-` v-`' t ,at o , LINK WETLANDS A5 DELINEATED , IOxS FENCE EN-CONSULTANTS i -� IMI CLEARING i t \` i �f Z MARCH 28, 2018 P15TURBA ` i 4+` t 314,000 5.F - p E I TI N Q• I -- t LI I I p LIMIT OF .4 ` ,:p'ri. `��, w -�' W z W a FIRM ZO �S GLEARlN °5;' I L j ------ ---�-- BOUNDARY LINE /1 T , J w• I" .is _ ,ja 1 W N � ' •f�. �-� ,s ,•--f:�;: ��;,:.✓ � _, ,_ , -- --�----�� APPROVED BY a " t., ,, may o IN5TALL TEMPORARY 5 x Vis::': _- -__ - A O US EES \ ;,;; r. ' SILT FENCE ALONG - -- �- ��OM ` _ y�:�.;• �i.4 �- � r . ANCE � � = �"� .�'•7':�: � P � � TOWN OF SOUTHOID LIMITS OF DISTURB \ \\\\\ :.� RESI .. ; ..�. , :: NEW i i y LEIRRJ69 NO I s\\ ; s'• s SLR'I�LEV x+12.0 LITr LI I � ' DATE 40.0 t j 82.21 ' .O +5.4./ _• •►. yl.., ,,�.,.. >,h.•. r,,., ,, \` ..T • G {'. ? p:-t:.d y '��,..1:• _,. :a.�.'t.. ,.�:f`: _', , 10Gtf''� ,- C�,• . -- kr:�-:- •� Y :z{�'� -� :1 0 .•► ,: '\ :Z"i:.+t-- j,. c EXISTIN 6 ,.,_,.,:1- 1ti- :,. ,�t.:,:..,,: 4- '�• . : ...;.i� W :'.,. .;. ..� •A I 1 V I :"I ::_.:'`'� hykr a•: t r ,\ d'':+' ..k. :4;': I VEGETA N TOBE TIM YEV — ;s T� O�M'. 4i t N .' ,\\ �E OF NFW 100 FT SETBACK LI I N �-`i:*ll r . . 5�P r:, ._*�:: DLIV +SS r r - 0 \\�\� \ 9.6 T�T HOLE ► P q G'P FROM TIDAL AND i N +' }''' t; a.;T .:a ` rrK' ' ::cF � ; . . .,, sewer \ O+ I b.a W FRESHWATER/ NONTIDAL ...t,° \ ,.\\ O 6 WETLANDS -r- — I + �\ FRONT Y -.= 28.0' " - 8.3 z t +14.4 t ff) DRYIt .,i o I�xb i '. N PHALT LP LP LP I MON. i Q - ' = :; m DRIVEWAY t ' '7 ; ; v PROJECT NO: / I ' � 1 �' �. •�'`� ___ � , 0 6 � - ;� : - '. LP LP Exp �O� ;� l��'���o � � � 1803 �"- 7',,,z I�Q° DRAWN BY: i - , O MON. 1UT 1 ' CHECKED BY: -- TS 371.73' 7 S75'25'53"W.rte Z8% ';' 1� 6 6 275.00' .,?,YO i I 1 � � � DATE: CgE 0 10/6/20 G 1 O SCALE: EXISTIN6_WATER MAIN 1 1" = 20 - 011 0 W.Y. - --�- - - - - - - -- - - - -- - - = -__ =-- — ---------water:-- - --� ---------- -1.0+ -------- Lj r', SHEET TITLE: -------------------------------- - 7.5+ -1•.O+ BLUESTONE ROADWAY ' ------------------------------------------------------------------------------------------------------------ EL„EG ------------------------N�O�F_Norton Angela ------- I(01 ----- 610 Pond Ave Southold, ICY f f9'7i - SITE PLAN � 16' WIDE +/- A��AY ' ROW y' O O 1000-52.-9-1.5 R_OA_D_ --------------------------------------------------------------------- --------------------------------------ELZ01GAN ------------------------- I N/O/F Murtha Gerard, Murtha Robin 411 E Lake Dr Montauk, NY 11954 SHEET NO: 2668 Long Creek Dr PP 1000-56.-1-11.15 VACANT SCALE: 1" = 20'-0" APPR VED AS NOTE DATE: J B.P. �SZ I FEE: NOTIFY BUILDING _ SRTMENT AT 765-1802 8 AM TC -'M FOR THE FOLLOWING INSPECT CNS: OCCUPANCY OR I. FOUNDATION - T�'v J REQUIRED FOR POURED C " ^"ETE USE IS UNLAWFUL 2. ROUGH - FRAM;-q_ ,. ?LUMBING 3. INSULATION WITHOUT CERTIFICAlr: 4. FINAL - CONF-,f:!r--•�N MUST BE COMPLET;: OF OCCUPANCY ALL CONSTRUCTi-- >' ALL MEET THE REQUIREMENTS OF i HE ;ODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ELECTMAL AS REQUIRED AND CONDITIONS OF iNSPECTI®Ni REQUIRED T A BOARD SOUTHOLD TOWN TRUSTEES Y.S.DEC ' v i KOHLER. Models: 20RCA(L) Multi-f=uel LPG/Natural Gas 09001 5 �V/rgtnd\ard Features KOHLER. • R PCZ CI ontroller NATIONALLY REGISTERED o Orlddigital controller manages both the generator set and Q 2020 -transfer switch functions(with optional Model RXT). u r, y o Electronic speed control responds quickly to varying r_,11_77 ,_ ---�,, ,;�'�� zip ria,;. demand. � -- . o ntj o OnCue©Plus Generator Management System for remote 4; Monitoring is included with the generator. �; ��. �� - (°rix • -^ • Kohler Command PRO Engine Features o Kohler Command PRO®OHV engine with hydraulic valve lifters for reliable performance without routine valve adjustment or lengthy break-in requirements. `' F • Designed for Easy Installation =f- 1 o Sturdy aluminum base can be mounted on gravel or a concrete mounting pad. o Fuel and electrical connections through the enclosure wall The Kohler® Advantage eliminate the need for stub-ups through the base. o Customer connection terminal block located near the • High Quality Power controller allows easy access for field wiring. Kohler home generators provide advanced voltage and o Designed for outdoor installation only. frequency regulation along with ultra-low levels of • Certifications harmonic distortion for excellent generator power quality to protect your valuable electronics. o Meets emission regulations for U.S. Environmental Protection Agency(EPA)with both natural gas and LPG. • Extraordinary Reliability o UL 2200/cUL listed(60 Hz model). Kohler is known for extraordinary reliability and o CSA certification available(60 Hz model). performance and backs that up with a premium 5-year or o Accepted by the Massachusetts Board of Registration of 2000 hour limited warranty. Plumbers and Gas Fitters. • Powerful Performance o Meets 181 mph wind rating. Exclusive Powerboost- technology provides excellent starting power. § • Approved for stationary standby applications in locations served by a reliable utility source. • Aluminum Enclosure o Attractive aluminum enclosure allows installation business. • 20RCAL models packaged with a Model RXT automatic close as 18 inches from your home or small busine # transfer switch are available. See page 4 and the Model RXT ATS specification sheet. o Enclosure panels can be removed without tools to allow easy access for maintenance and service. • Warranty o 5-year/2000 hour limited warranty for on-grid (standby) applications in locations served by a reliable utility source. Generator Ratings Standby Ratings Line Circuit Natural Gas LPG Breaker Alternator Voltage Phase Hz kW/kVA Amps kW/kVA Amps Amps Poles 2F7 120/240 1 60 18/18 75 20/20 83 100 2 120/208 3 60 17/21 58 17/21 58 70 3 2G7 120/240 3 60 17/21 51 17/21 51 60 3 277/480 3 60 17/21 26 17/21 26 30 3 Note: The line circuit breaker is automatically selected based on the generator set model and voltage configuration. RATINGS Standby ratings apply to Installations served by a reliable utility source All single-phaseundsere rated at opowerfactor The standby rating is applicable to variable loadswith an average load factor of 80%for the duration of the power outage No overload capacity is specified at this rating. Ratings are in accordance with ISO-3046/1,BS5514,AS2789,and DIN 6271 GENERAL GUIDELINES FOR DERATING.AL77TUDE Derate 4%per 305 In(1000 ft)elevation above 153 In(500 ft) TEMPERATURE:Derate 2%per 55`C(10'F)temperature increase above l6'C(60'F) Availability s sublectto change without notice.The generator set manufacturer reserves the right to change the design orspecifications without notice and without anyobligation or liability whatsoever Contact your local Kohler Co generator distributor for availability. § Check the appliance manufacturer's specifications for actual power requirements Consult a Kohler®Power Systems professional to calculate your exact residential power system requirements. t Meets NFPA guidelines for 18 inch clearance to combustible materials.Check state and total codes for minimum distance required from a structure G4-272 (20RCA) 9/19c Alternator Specifications Alternator Specifications Alternator Features Specifications Alternator • Compliance with NEMA, IEEE,and ANSI standards for Manufacturer Kohler temperature rise. Type 2-Pole,Rotating Field . Self-ventilated and dripproof construction. Leads,quantity 2F7 4 • Windings are vacuum-impregnated with epoxy varnish for 2G7 12 dependability and long life. Voltage regulator Digital • Superior voltage waveform and minimum harmonic Insulation, NEMA MG1-1.66 distortion from skewed alternator construction. Material Class H • Digital voltage regulator with t1.0%no-load to full-load Temperature rise 130°C Standby RMS regulation. Bearing-quantity,type 1,Sealed o Rotating-field alternator with static exciter for excellent Coupling Direct load response. Amorhsseur windings Full • Total harmonic distortion(THD)from no load to full load with Voltage regulation, no-load to full-load RMS ±1.0% a linear load is less than 5%. One-step load acceptance 100%of Rating Peak motor starting kVA' (35%dip for voltages below) 240 V, 1 ph 2F7(4 lead) 41 (60 Hz) 240 or 480 V,3 ph 2G7(12 lead) 69(60 Hz) Application Data Engine Exhaust Engine Specifications Exhaust System Manufacturer Kohler Exhaust temperature exiting the Engine:model,type CH 1000 4-Cycle enclosure at rated kW,dry, °C(°F) 260(500) Cylinder arrangement V-2 Lubrication Displacement,cm3(cu.in.) 999(61) Bore and stroke,mm(in.) 90 x 76.5(3.54 x 3.1) Lubricating System . Compression ratio 8.8:1 Type Full Pressure Main bearings:quantity,type 2,Heavy-Duty Sleeve Oil capacity(with filter),L(qt.)§ 1.9(2.0) Bearings Oil filter.quantity,type§ 1,Cartridge Rated RPM Oil cooler Integral 60 Hz 3600 § Kohler recommends the use of Kohler Genuine oil and filters Max,engine power at rated rpm,kW(HP) LPG,60 Hz 23.0(30.9) Fuel Pipe Size Natural gas,60 Hz 20.2(271) Cylinder head material Aluminum Minimum Gas Pipe Size Recommendation,in.NPT ® Pipe Length, Natural Gas LPG Valve material Steel/Stellite Piston type and material Aluminum Alloy m281,000 Btultlr. 340,000 Btu/hr (ft.) 9 (25) 1 3/4 15 (50) 1 1 Crankshaft material Heat Treated, Ductile Iron 1 Governor.type Electronic Frequency regulation,no load to full load Isochronous 30(100) 1 1/4 1 Frequency regulation,steady state t0.5% 46 (150) 1 1/4 1 1/4 Air cleaner type Dry 61 (200) 11/4 11/4 Engine Electrical Engine Electrical System Ignition system Electronic, Capacitive Discharge Starter motor rated voltage(DC) 12 Battery(purchased separately): Ground Negative Volts(DC) 12 Battery quantity 1 Recommended cold cranking amps: (CCA)rating for-18°C(0°F) 500 Group size 51 G4-272 (20RCA) 9/19c Fuel Requirements RDC2 Controller Features, Continued Fuel System • LED indicators for utility power and generator set source Fuel types Natural Gas or LPG availability and ATS position(Model RXT transfer switch Fuel supply inlet 1/2 NPT required) Fuel supply pressure,kPa(in H2O): • LCD display: Natural gas 0.9-2.7(3.5-11) o Two lines x 16 characters per line LP . 1.7-2.7(7-11) o Backlit display with adjustable contrast for excellent Fuel Composition Limits* Nat.Gas LPG visibility in all lighting conditions Methane,%by volume(minimum) 90 min. - • Scrolling system status display:o Generator set status Ethane,%by volume(maximum) 4.0 max. - o Voltage and frequency Propane,%by volume 1.0 max. 85 min. o Engine temperature Propene,%by volume(maximum) 0.1 max. 5.0 max o Oil pressure C4 and higher,%by volume 0.3 max. 2.5 max. o Battery voltage Sulfur,ppm mass(maximum) 25 max. o Engine runtime hours Lower heating value, MJ/m3(Btu/W),(minimum) 33.2(890) 84.2(2260) • Date and time displays * Contact your local distributor for suitability and rating derates based • Smart engine cooldown senses engine temperature on fuel compositions outside these limits • Digital isochronous governor maintains steady-state speed at all loads Operation Requirements • Digital voltage regulation: ±1.0%RMS no-load to full-load Fuel Consumption,m3/hr.(cfh)@ 60Hz • Automatic start with programmed cranking cycle %Load Natural Gas LPG • Programmable exerciser can be set to start automatically on 100 8.0 (281) 3.9 (136) any future day and time,and run every week or every two 75 6.9 (243) 3.1 (109) weeks 50 4.6 (161) 2.3 (82) • Exercise modes: 25 3.6 (127) 1.7 (59) o Unloaded weekly exercise with complete system Exercise 2.0 (71) 1.0 (35) diagnostics Nominal fuel rating. Natural gas: 37 MJ/m3(1000 Btulft.3) o Unloaded full-speed exercise LPG: 93 MJ/m3(2500 Btu/ft.3) o Loaded full-speed exercise(Model RXT ATS required) LPG conversion factors. 8.58 ft.3=1 Ib. • Front-access mini USB connector for SiteTech- or USB 0.535 m3=1 kg Utility connection 36.39 ft.3 =1 gal. • Integral Ethernet connector for Kohler®OnCue®Plus Generator Set Sound Data • Built-in 2.5 amp battery charger • Remote two-wire start/stop capability for optional connection Model 20RGA 8 point logarithmic average sound levels are of a Model RDT transfer switch 64 dB(A) during weekly engine exercise and 69 dB(A) during • Diagnostic messages: Displays diagnostic messages for the full-speed generator diagnostics and normal operation.* engine,generator,Model RXT transfer switch,programmable All sound levels are measured at 7 meters with no load. interface module(PIM),and load management device. • Maintenance reminders * Lowest of 8 points measured around the generator. Sound levels at other points around generator may vary depending on installation • System settings: parameters. o System voltage,frequency,and phase RDC2 Controller o Voltage adjustment o Measurement system,English or metric • ATS status(Model RXT ATS required): o Source availability o ATS position (normal/utility or emergency/generator) o Source voltage and frequency D ® • ATS control(Model RXT ATS required): 9®®® ® o Source voltage and frequency settings ® " X= "" o Engine start time delay -a o Transfer time delays o Voltage calibration The RDC2 controller provides integrated control for the o Fixed pickup and dropout settings generator set, Kohler@ Model RXT transfer switch, • Programmable Interface Module(PIM)status displays: programmable interface module(PIM), and load shed kit. o Input status(active/inactive) o Output status(active/inactive) RDC2 Controller Features • Load control menus: • Membrane keypad: o Load status o OFF,AUTO,and RUN pushbuttons o Test function o Select and arrow buttons for access to system configuration and adjustment menus • LED indicators for OFF,AUTO,and RUN modes G4-272 (20RCA) 9/19c KOHLER, Phone 9 CO.,Kohler,Wisconsin 9-164 USA Phone 920-457-4441,Fax 920-459-1646 For the nearest sales and service outlet in the US and Canada,phone 1-800-544-2444 KOHLERPowercom Generator Set Standard Features Automatic Transfer Switches and Accessories • Battery cables ❑ Model RDT ATS • EPA certified fuel system ❑ Model RXT ATS • Aluminum sound enclosure ❑ Model RXT ATS with combined interface/load management board • Critical silencer ❑ Load shed kit for RXT or RDT • Field-connection terminal block ❑ Power relay modules(use up to 4 relay modules for • Fuel solenoid valve and secondary regulator each load management device) • Line circuit breaker ❑ Other Kohler@ ATS • Multi-fuel system,LPG/natural gas,field-convertible 20RCAL Model Packages • Oil drain extension with shutoff valve ❑ 20RCAL with 100 amp RXT with 16-space load center and • OnCue@ Plus Generator Management System NEMA 1 steel enclosure for indoor installation • Premium 5-year limited warranty ❑ 20RCAL with 200 amp service entrance-rated Model RXT • RDC2 generator set/ATS controller with combined interface/load management board and • Rodent-resistant construction corrosion-resistant NEMA 313 aluminum enclosure e Sound-deadening,flame-retardant foam per UL 94, Warranty class HF-1 ❑ 5-Year Comprehensive Limited Warranty Available Options ❑ 10-Year Comprehensive Limited Warranty Approvals and Listings ❑ CSA approval Concrete Mounting Pads ❑ Concrete mounting pad,3 in.thick ❑ Concrete mounting pad,4 in.thick (recommended for storm-prone areas) Electrical Accessories ❑ Battery ❑ Battery heater, 120VAC ❑ Battery heater,240VAC ❑ Cold weather package, 120VAC Generator Set Dimensions and Weights ❑ Cold weather package,240VAC ❑ Emergency stop kit Generator Set Size, L x W x H: 13 x 666 x 17 mm (4 x 26.2 x 2.2 n.) ❑ PowerSync@ Automatic Paralleling Module(APM) (single phase only; parallel two 20kW residential generator Shipping Weights: sets with the RDC2 controller) 20RCA Generator Set: 252 kg(555 Ib.) 20RCAL with 100 A RXT ATS w❑ 611 lbs Programmable interface module(PIM) 20RCAL with 200 A RXT SE ATS:/LC lb.))272 k277 kg(600) ) (provides 2 digital inputs and 6 relay outputs) i— L Fuel System Accessories OR 11 ❑ Flexible fuel line(included on QS models) ❑ Carburetor heater, 120 VAC ❑ Carburetor heater,240 VAC H ' Carburetor heater is recommended for reliable starting at temperatures below 0°C(32°F) Literature ®® ❑ III General maintenance literature kit �—W ❑ Overhaul literature kit NOTE:Dimensions are provided for reference only and should not be used for planning ❑ Production literature kit installation.contact your local distributor for more detailed information Maintenance DISTRIBUTED BY: ❑ Maintenance kit(includes air filter,oil,oil filter,and spark plugs) @ 2018,2019 by Kohler Co.All rights reserved G4-272 (20RCA) 9/19c N, 0 F Rauch Travis N REVISIONS: 93 S Howells Point Rd Bellport, NY 11713 MOM MM A NW= A 50' MIN COMMERCIAL N 75'31'17" E 2703 Long Creek Dr 11 %2/20 GENERATOR 50' MIN REIDENTIAL 1000-52.-7-1.3 VACANT 210.00' S1 I t DA I IM% EXISTING EXISTING - - - - - - - - - PAVEMENT \ / \ \ ;% X �/ i \ , \j \ / SCTM # 1000-52-09-1.2 GROUND o ? l `/ / \ y\ ' /�\ \ \ N 0 F $, o \/ / � \ / / PROPERTY: 2667 ROW off Lon Creek Dr Angela orlon Ang la 10 PondAve ADDRESS Southold NY 1197g1 NSou hold, NY 1971 OWNER: Timothy Casamento �. rrr�rrr�rrr�m r \> . / \ \ \ Row Kleo King FILTER MOUNTABLE BERM ,.. i v; / " 1000-52.-g-1 .5 \ / .\ % 17 Woodbridge Court 2" STONE OR CLOTH (OPTIONAL) x \ X, f\� \.\ \ \ ROAD N/0/F West Babylon, NY 11704 -/ PROFILE / y i \ \/ \, \ / \ i \ / \ , < Murtha Gerard, Murtha Robin Y RECYCLED CONCRETE_/ .. 411 E Lake Dr SITE: 87 937.5 s ft. 2.018 ac Montauk NY 11954 �\/ \ • 64,350 SQ.FT. 1.477 ac \ / / % ,. i� > , /\ I / 2684 ROW off Lon Creek Dr Landward of wetlands boundary \, \/ \ \ / Ii ` 1000-52.-9 1.3 Uj Z 50 MIN COMMERCIAL <' ��1 r.. �; 50' MIN REIDENTIAL - /\ \� /\/\ \ � � \ / \ \\ � �\/ \ o \ �. > VACANT TOTAL PROPOSED LOT COVERAGE: 9281 S.F. or 14.4/o . ,•k: z \y\ \ \ \/ \ .�\ \ \ �X, / X \ ZONING: R-80 J /\\ SURVEYOR: O / Kenneth M Woychuck / `\ \I \; Land Surve in EXISTING L .. 4 / /� ,�C I eying :;`. ,� •, .;:,:;• •° . � '\ \\\/ \ \ \ ��! /� ���\ i \ � Po Box 153 � % / \ \ \ \ \ /\ \ / �\ A uebo ue NY 1 GROUND q g 1931 AT License # 050882 ; � �• :;:• >' _ �� / \ V OF TIDAL AND Dated Revised 12-13-18 / , i FRESHWATER/NONTIDALC0 O \ / ,� \\, \/ \ \, \% \, <,, LAND5 AS DEI E Revised 10-10-18 X ` \ ` / ,�\ / /\ i\ i \ EN CONSULTANTS L N�ATED =' R Revised LLJ co 12' MIN. OR MATCH to - h A!�" \ I / 4 ,., ed 06-01-18 1` \ / ` \\ \, \ \� / \ \`\; j� M GH 28, 2018 �, -� t I Revised 05-24-18 / , ADJACENT ROAD WIDTH o \ / /\ x / \ /` ' "� ' Revised 04-13-18 N O F i i :� / / ;� \ \ / , ' \ ARIE �\ ></ Update wetlands flagging 04-03-18 PLAN ANGELA NORTON d \, ,-� \ `x x \ \ ..'_7 \ \/ \ \ ' \ / �- `'`' Add 50 buffer 03-08-18 STABILIZED CONSTRUCTION ENTRANCE Southold,610 Pond NY 11971 z \ -�' /\ % O' O %_\. _ �\ \ / %x Set stakes for NYSDEC 01/18/18 10 M 2 NO SCALE 2653 ROW off Long Creek Dr \ !>-'j �--�/ 11__��= -aa`--- -5 1 - X / I \- s'° 10' MIN. 1000-52.-9-1 .1 ' y �./ T�JI`LJ �� �\ �� \ - - �- L k7 --� l VACANT STABILIZED CONSTRUCTION ENTRANCE NOTES: / \ oN A EL ) , \ZON�\l \ l�- ^ \ / \ \� M � (1 i 1�- LOCA 1. Stone size -use 2 inch stone, or reclaimed or recycled '� \,� / y/\ /\� �\ /> \ \ / \ Long Island Sound concrete equivalent. IRM ZONE i' 2. Length - not less than 50 feet(except on a single residence lot where 30LIMIT OF TIDAL A \, / \/ \ \ % \/ \/ '\/ ' / \ \/1 BOUNDARY U foot minimum length would apply). \, \ / ., /\ ,^\ X\ k, \. \ V LINE FRESHWATER/NONTIDAL \ \ \ \ " / Hashamomuck PondJ� 3. Thickness -no1:less than six(6) inches. WETLANDS A5 DELINEATED 4. Width -twelve 1;12) foot minimum, but not less than the full width at points EN-CONSULTANTS i` ./ , \ � where ingress ore egress occurs. Twenty-four 24 foot if single entrance / / / LIMIT OF I'1i o• O g g Y ( ) 9 MARCH 28 2018 \ \ �� / \ \ \ to site. / � \/ \/ /% ` \ �% / .� CLEARINGS ' ' XISTING a -� 5. Geotextile -willl be placed over the entire area prior to placing of stone. / y/ \/ POSE (� VE6ETATION TO �r� s ?p)F Uj y�-- 6. Surface water-all surface water flowing or diverted toward construction \ \ ��' / \ \ / \ \ ^'' \ 12'x12' 5HED NOT BE REMOVED entrances shalll be piped beneath the entrance. if piping is impractical a \ / �'\\ \ / ` \ ONTRAGT y mountable berm with 5:1 slopes will be permitted. /\ \,.�:' '� �/ \/ \ \,- - 89' I� i a 1 7. Maintenance -the entrance shall be maintained in a condition which will �; �\ � � �� / �'� �\ �''`, / \. � ITE prevent tracking or flowing of sediment onto public rights-of-way, all v \ 40' ' 00 FT SETBACK � O P g 9 p g Y, LINE FROM TIDAL sediment spilled, dropped, washed or tracked onto public rights-of-way ' Q \ \ \ / r must be removed immediate) / J� \ /� i� --- 6 , AND FRESHWATER/ Y \ � \ NONTIDAL or 8. When washingis required, it shall be done on an area stabilized with � ,' \ / /'i / ,� -7'� ; WETLANDS stone and which drains into an approved sediment trapping device. ` x � � q pp pp g ��i' IN5 /TEMPORAR ,\ 9. Periodic inspection and needed maintenance shall be provided after each ; �1r0 51L FENCE\ALONG \`\ \ • X, �ORI6INAL �'6 , T /LOCATION OF rain. ��\ \ ¢,� �� U N LIMITS OF\DISTURBAE / / / \ ' ENERATO PEfZMA�NT\FENCE c'�R / \, ' 0 NSTALL TEMPORARY MAML 5'1NT\FE LIMI SOF WELL I ' SILT FENCE ALON6 �DEIAEATIN(5 56 \/ /\�\ 99,,1 GL 1 INC i LIMITS OF DISTURBANCE WIRE FENCE W/ \/ \5 ANGI✓,'BUFFER I 1 FILTER CLOTH 15�'1.JRB � 9 \ GATE moo, LIMIT OF TIDAL A 1' \ d� / \ \ 6 , 6- i 1 DW I �� RAIN SURFACE FRESHWATER/NONTIDAL \�\ \ S \ \ �= A .co �\ , LINK BELOW 6LRADEMIN. 6 F Okl WETLANDS AS DELINEATED \ \ , 10x5 Im FENCE EN-GON5ULTANT5 \\ 'Y >- D LIMIT i .n �\ �' \ od Z. MARCH 28, 2018 GLEARIN(S Exicyri D 15TURBA E LIN NDE GF�►OU / Q E. Y /xi \ o, 1 TEMPORARY STORM WATER -i E o /� (EL �6) ' +� �� \ :;, WA POPTAK 11 o DRY W€L I Q��•i 0RUNOFF CONTROL MEASURE W -J. X �/ \' \ LIMIT OFLU / G '�� _ EROSION & SEDIMENT CONTROL DETAIL W• 2 W Ln o \ dNE�X. GLEARIN a N cD FIRM ZO j\ \, }� \ c .�\ j �.�• �, ------ --�- IX 1 = a BOUNDARY LINE c�I �' V\ \ . �6 HVAC e ll ��• -------- --- - --�----r� W• N °= M / j �� , _ ' MO SCALECD �` x �� PRO 'QSD NVQ 6- ; -____'�-----'--- TOP OF EXISTINGR GADE M INSTALL TEMPORARY 5 j� � `''" I- / x - SILT FENCE ALONGAX�'- \ / 'G�\ - \; 2 BEDROOM ; ; AST IRON FRAME AND COVER LIMITS OF DISTURBANCE 1�j`�' �A INSTA)'LED '' POSE NEW , / / REc51DENGE TO GRADE (A5 REQUIRED) � � GENekATOR ` " U ERGR UND ' FLR ELEV\+12.0 LITY LI 5 TRAFFIC SLAB (SEE ' •�• ` ` '' �\`� `� 40.0' PLANS FOR LOCATIONS) ,-6.0 +a.4 .i _ �\ i i a e OGtf IGS• '_ �t �� Y WELL 6 / EXI5TIN s PROFbOSED EV�l VEGETA N To ; wQ. \.i BE RE VED ,8 1 BATWROOM LEAN \;<:,`< CCC���ccc U _ 100 FT SETBACK LI i cV F mr=v 8.5 N - ` p `< \ \� ' + o ,<;< '` +q.b TEST HOLE ® ® ® ® �( ' ` ® ® ® ® ® DRAINAGE � F. FROM TIDAL AND N �'� sewer g rT O 1=1: 6.9 w i ?> 6 , 5. �,. O 6 --' ' Q ttl d1 ® ® ® ® ® ® ® ® ® BASIN FOR \ ® ® ® ® ® ® ® ® ® SIZES SEE _ l FRESHWATER/ NONTIDAL ' ,- �'�-� � I � z � ' f. - WETLANDS - - - , +8.5 8.5 - +a.4 - - - J } 3 min } FRONT Y , 28.D 8 �\ _ Z i 00 1 PROP05ED w z (L ® ® ® ® ® ® ® ® ® SITE PLANS ROOF VER `U iPROPOSEI NEW 80 1 UNDE LINEND PUBLIC i I Ul z ® d O 0. BACKFILL , , 1 STONE L O 1 ® ® ® ® ® ® ED ® ® ; DRY HELL / I�xb ; - ASPHALT \�� LP LP LP ; OQ 1 PROPOSED NEW MON. ' Q ® ® ® ® ® ® ® ® ® TO BE MATERIAL sn ` 7 5TEPPIN6 STONE PROJECT NO: / I D m DRIVEWAY 1 , , U _ GLEAN / , 1, LP LP Exp WALKWAY !'p` ' N 5AND AND 1803 7\ '---____ _ 10x6 ; 11 O� Ov,-00 ; i GROUND WATER GRAVEL DRAWN BY: Owosso / 1 \\1Z CONCRETE WASHOUT ARE It 1 EXP 0 Q i A2�- UT BED OF PROPOSED DRI WAY 6UTTE 6u R z 6 ' PERMANENT STORM WATER CHECKED BY: DRAIN D icn - 1 ❑ MON. ' - - - % - RUNOFF CONTROL MEASURE TS RIVE TEST HOLE O■L 371.73 i S75'25 53 COBBLESTONE ,8 7 OBB E5T NE 7\� GOBBLE TONE p 6 275.00' ,�,YO STORM DRAINAGE RING TYPIC DATE: 5/6/19 CURB TYP ASPH,4L L SPH ALT CURB ❑❑ I � I TYPICAL co NO SCALE DRIVEWAY CURB m' RIVE El � � NO SCALE � j i SCALE: �� _ � oil ELEV. 6.9 EXISTING WATER MAIN_ _ _ _ 4 o I W„• DRAINAGE CALCULATIONS. 1 20 - - - - - - -- - - - - - - r '' - - - - - - 1- - - - - - SHEET TITLE: DRBROWN ---------------------- - - - - - - -- ---------------- ,._::,, - --- ----------- --------- ----------------------------- - ---------- --- ___- OL SANDY LOAM 0'9 `' - _ " -GAN 1 /r ; r� A) DWELLING WICOVERED PORCH: 3636 S.F. BROWN BLUESTOrE ROADWAY ?•5+ �'O+ ______ � �'' 0.166=603.57 < 604 REQUIRED / ______ N/0/F Norton An ela ___ � ,-�' � 3636 x � SM LOAMY SAND 1.1 -------------------------- ------------- ------------ ---- --------------------- ----- ELEG -------- ----------------9 <= 2 10 DIA x 5 DEEP DRYWELL=684cf PROVIDED ##�� \ / I^I 610 Pond Ave Southold, NY 119`i ---;%_ � ) SITE PLAN --------- 16' WIDE +/- FIR X ATE R A�Y �tAY D 1000-52.-9-1 .5 PALE ROAD_ BROWN - -"- - B) DRIVEWAY=2445 SQ.FT. FINE --ELEG/CATV --------'' I 2445 x 0.166= 406cf REQ. --------- ----------------------- ------------------- TO SW COARSE N/O/F C) GARAGE=1288 S.F. SAND -WATERPOSED NEW 10' DEEP P05ED NEW 10' DEEP POSED NEW SEPTIC 5Y5TEM FOR A Murtha Gerard, Murtha Robin 1288 x 0.166= 214cf REQ. WATER IN ELEV 1.0 COBBLESTONE APRON COBBLESTONE APRON 5 BEDROOM RESIDENCE AND 6ARA6E 411 E Lake Dr D WALKWAYS = 665 S.F. SHEET NO: FINE - GLEAN OUT Montauk, NY 11954 665 x 0.166= 111 cf REQ.E!�Mo PC M A1111 SW TO - 1200 GAL SEPTIC TANK (5T) 2668 Long Creek Dr COARSE 1000-56.-1-11 .15 SAND 6.0' LA .✓ ' th VACANT OPOSED STAGING AREA - (5) 6 FT x 2 FT LEACHING POOL (LP) 20�_0�� AND CONSTRUCTION - (2) 8 FT x 2 FT FUTURE EXPANSION LEACHING POOL (EXP) TOTAL 731 cf REQ. ,� SCALE: - ENTRANCE IN FOOTPRINT OF (3) 10'DIA x 5' DEEP DRYWELL= 1026cf PROVIDED PROPOSED DRIVEWAY 08-02-17 11110111, A C 0"0 K. WOYCHUK LS KA IC (A N ET