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HomeMy WebLinkAbout43412-Z Town of Southold 1/7/2021 -"� P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41722 Date: 1/7/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 350 Sylvan Dr, East Marion SCTM#: 473889 Sec/Block/Lot: 37.-3-19.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/9/2019 pursuant to which Building Permit No. 43412 dated 1/22/2019 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: single family dwelling with unfinished basement covered front entry, rear stoop and attached one car garage as applied for. The certificate is issued to Tuthill,Halsey&Elaine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0120 3/6/2020 ELECTRICAL CERTIFICATE NO. 43412 6/8/2020 PLUMBERS CERTIFICATION DATED 7/1/2020 Kei Scanlon A o ' e 'gnature SOFEa�,r�. TOWN OF SOUTHOLD BUILDING DEPARTMENT y, TOWN CLERK'S OFFICE oy.• SOUTHOLD, NY �Ol � dao 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#: 43412 Date: 1/22/2019 Permission is hereby granted to: Tuthill, Halsey 35 St Michaels Ter Carmel, NY 10512 To: construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 350 Sylvan Dr, East Marion SCTM # 473889 Sec/Block/Lot# 37.-3-19.1 Pursuant to application dated 1/9/2019 and approved by the Building Inspector. To expire on 7/23/2020. Fees: SINGLE FAMILY DWELLING -ADDIT ALTERATION $1,311.60 CO -NEW WELLING $50.00 o a . $1,361.60 I Buildi g spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and "pre-existing"land usesc 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. I-2z- / New Construction: Old or Pre-existing Building: (check one) Location of Property: TV �'�/ZC/A41 House No. Street Hamlet oe Owner or Owners of Property: !J Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. d`-- Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted: $ no 1-2 Applicant Si ature Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT v TOWN HALL 765-1802 J U L 2 0 2020 APPLICATION FOR CERTIFICATE OF OCCUPANCY D- ii EPT. This application must be filled in by typewriter or ink and submitted to the Building Depa e `wi h t1in ' D tis�. A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 6-- New Construction: Old or Pre-existing Building: (check one) Location of Property: 5-6 House No. Street / Hamlet Owner or Owners of Property: c- Suffolk County Tax Map No 1000, Section Block Lot �s _ Subdivision Filed Map. Lot: Permit No. Pay NL Date of Permit. —22'l y Applicant: U7/� Health Dept.Approval: P 7-Y-7-6 A/6 to 01�6 2-r-c Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ApplicaroXgnaure oV sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Sean.devlin(M-town.Southold.ny.us Southold,NY 11971-0959 .r BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Halsey Tuthill Address: 350 Sylvan Dr City East Marion st: NY zip: 11939 Building Permit* 43412 Section: 37 Block- 3 Lot: 19.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DLT Electric License No: 4966ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Oil GFCI Recpt 6 Wall Fixtures g Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4g 4'LED Exit Fixtures Pump Other Equipment: Micro, DW, W/D, Fridge Notes. Inspector Signature: Date: June 8, 2020 S.Devlin-Cert Electrical Compliance Form.xls �- U SO(/T�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �O Southold,NY 11971-0959 COUNT!I,� BUILDING DEPARTMENT D %`9- TOWN OF SOUTHOLD DD J U L 2 0 2020 gUELI)INGDEPT. CERTIFICATION TAT ><< '_ 1`7 SOLI® Date:' Building Permit No. r� Owner: _ e—tv, (Ple se print Plumber: lease prin I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ignature) - Sworn to before me this�� day,,of"& 20211-0 PAIGE M.COSTA NOTARY PUBLIC,STATE OF NEW YORK No. 01 C06405502 Qualified in Suffolk County Commission Expires March 9,2024 Notary Public, � � County a0F so hod olo * * TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1602 INSPECTION [ FOUNDATION 1ST Aft [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]Sf CAULKING REMARKS: 4 VA 1 -a PAY40 no �lq vmlfoo� &ct 1-1 Axvivatl 6 14 (1. V3 DATE INSPECTOR �l 3 Lf l OF SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION DATION IST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: in vvu - r� 6✓ DATE INSPECTOR �OFSOUTh, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRA® /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING EMARKS: DATEINSPECTOR OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECrON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i u v Vr� DATE -[ `� INSPECTOR OF 50(/T�,o� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouMv N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 0--f-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE G 2 INSPECTOR ' - div pF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. °`ycorrm��' 765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] R UGH PLBGo [ ] FOUNDATION 2ND y . [V INSULATIO CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY = [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLPRE C/O REMARKS: ol .`/ DATE �'S l INSPECTOR �O�aOF 50UTy�� # TOWN OF SOUTHOLD BUILDING DEPT. cn765-1802 4NSPECTION [ ] FOUNDATION 1 ST _ [ ] UGH PL13G. [" ]-FOUNDATION 2N®, [ INSULATIOWCAULKING AI!5 [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY -`[ -] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: •�'� I C� - rj�_v D C vec., KIW� NW f IWA WAffr U . 100, DATE INSPECTOR SOUIy * TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [VrFINAL [ ] 'FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 1- L[ PRE C/O REMARKS: Ip. ..� X vo ad w-li _ N Peavialb pyl i�svvtf 5 viva • � IRMA . dam- C"_ � �•� �ac�h� _ �w� - 6✓mss- _ - � __ o rte✓ as�- �i � - _ _ DATE l _ -,pb INSPECTOR OF SOUTyO� � ✓ � � '/ 'V ��L�/���^ # TOWN OF SOUTHOL"D B ILDING DEPT. [ couNtv '' 765-1802 INSPECTION- - I FOUNDATION IST [ ] 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 REMARKS: DATE 2D INSPECTOR ENEIZG1r TESTING SERVICES,,LLC Fire Best Energy is Saved Energy" ( � 1.648-A Locust Avenue 13ohemi_a,NY 11716 631-244-2627 Fax:631-244-2629 - wtivw.energytestingservices,conI D RQSOVI� May 181'2020 D , AUG 3 1 2020 Town of Southold 54375 NY-25 Southold,NY 11971 BUMPPA��DEFT. Re: 350 Sylvan Dr East Marion, NY 11939 As requested by the Town of Southold, Energy Testing Services was retained by Halsey Tuthill to perforin a Blower Door Test&Duct Blaster Test at the above said residence. Michael uso,HE Rater certification#7960376 performed above said test and found that the above reside a has satisfi d the NY State requirement 3 air changes per hour with the results of the Blower Door t 2.8 air cha es per hour which more than passes the requirement.The above residence has also met nd exceede the NY St e quirement of 4%Duct Leakage with the results of 3.6%Duct Leakage. If the e is any further inforrnation that you need, please do not hesitate to contact us. Thank you Michael Caruso Rater :i; aP� Btfllders' & flonleowflers' CerEyrled S0111•ce for: /r , Home Energy Rating Service(HER Manual J R D • Infrared Imaa J ging ' b. g !' • •.Irt ,LCIII WTI 1) • Certified Home Performance Energy Audits tlHlLl\f/,111R\ flff-clesigned to hnin-ore home coruJor7, durability, heafth&sa(e(v and to reduce hoiueotiruers`energy costs 4��' • I .� f ' :� -ro p ue (30 TTo�A .ry ,,{:.,n,,♦�. � � `/u .'►Nps'' „ f,?• •:,.� _"�, _ ;-• 7 . Pr lot 04 . iL • � a Wit• 4/ r Y r .t. • �MM/ r iy v NX Ya � / I • 1 � "� i. a T b d`^ J, a h � Y ti r � r r + 3' i r � ■ ����� ,ti __._ , .��-� <;3 i. �rv�a -� ,�: s. # k r 3• t -.M r '•f r �v A-4 M--A Y �Y • • • - • TS MG1MMI&V NMI I I 'FOUNDATION (ZND) 919110E11, . i III! RIM! INSULATIONROUGH FRAMING PLUMBING WfAwl STATE ENERGY .D s. jl !, L 1 SLI L•[. :�: .... F"m MINN ADDITIONAL COMIVIENTS f1 q r 1��:�w^� �11 r • i 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 Pat]atino Rnara�;;;rel FAX: (631) 765-9502 �j Survey 6 ,Q Southoldtownny.gov PERMIT NO. Septic Form NVS- -E. ,C.O.Application Examined _,20 e Truss Identification Form Storm-Water Assessment Form IContact: Mail to 2 1 ,� Approved v 20 . lv � LS y �G Disapproved a/c - - 5S 5/ /A If ArE,6� T� G��IM' l� Phone: Expiration ,20 DBuilding Inspector JAN - 9 2019 APPLICATION FOR BUILDING PERMIT Date , 20 'D'� �� l.t✓ n INSTRUCTIONS TOWN OF SOUTH01Z 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. r (Signa e of applicant or name,if a corporation) 3 s r m«1krZ,s rrr�. c_4AMr=,- /vy (Mailing address of applicant) 2— State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder /L( 4 F,�4/�vr TLITHI Le- Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: one: s yN Z-V4- /Z� ,� 5 1g,4r�10 A1 House Number Street �i)�€.CsE3i4;4 .�E� i County Tax Map No. 1000 Section f :;i�,r;$lacicaa,:� ��,fio��a 3 Lotw � �k i 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 /)/CA/CFS, b. Intended use and occupancy f vFN ems(;' t 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ?j 00; cl-aw I 6-V Fee (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 ,��t ° Depth Height Number oft8tdr ds--- _# g e, a t ° 8. Dimensions of entire new construction: Front L5 Ll iS Rear 5-U ,`� -Depth 3 - Height 2 9 '` Number of Stories 9. Size of lot: Front L04 Rear /01J ` Depth il fp,..np!�js� - 10. Date of Purchase l Name of Former Owner 3 o`1N5 01l 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 G56 (5. 7vWild rddress Phone No. Name of Architect C^O 6/46'ernle2 P6 Address �°jv c<` Phone No I• W� ~S'73-67 FF 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__X * 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 OFLOe,,, Hous,- 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 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 day of- e�r�N.�P z 20 liftm"i-f otwy PmbIM• tab of newr'York No.,OtV16303201 otary Public ualified,inWestehesbr Co my Signature Applicant bas M '°1 la2,2022 SV Scott A. Russell ,��° �� 5TORI��1 WA�C']E]EZ SUPERVISOR � � 1�vJLA\N.A\G]EI��UENT SOUTHOLD TOWN HALL-P.O.Box 1179 D !� 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1O - Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) JAN-1 1_RECT.-- -- _------ - — –-DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: i (CHECK ALL THAT APPLY) 1 Yes No ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®0 B. Excavation or filling involving more than 200-cubic yards of material j within any parcel or any contiguous area. E10-C. Site preparation on slopes which exceed 10 feet vertical rise to ' 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. ®0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square f eet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes E 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'Too codes M of a Stormwater anagement ontrol Plan T and a completed Check List Form to the Building Department with your Building errmit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S-C.T.M. #: 1000 Date ( / NAME: y 23Au r�/L r �'� (N.0Section Block Lot FOR BUILDING DEP. RT''ENT USE ONLY 'Y Contact Information ✓®V° �7 "La 7 ✓ Rc'<phax AtiMcn Reviewed By: Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — 3cI^ \ la ® Approved for processing Building Permit. 0 �J, V Y(Forward rmwater Management Control Plan Not Required. rmwater Management Control Plan is Required to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S,C.T.M.": 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —� a,0���1' , 3-2 -3 j . ( Stormwater Management Control Plan CHECK LIST NAME XO1LAAV13/ VVAP0 � o� section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pk...vl„.l - Date: The applicant must provide a Comple�e Explanation and/or Reason for not providing ..�.�.� �/� 'J�✓�'��9O1 all Information that has been Required by the following Checklist! �,ynawre Tekpla N—b., 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA if You answered No or NA to any Item, Please Provide Just if ication Herei show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 171-771 1 b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. e of the Site Boundary as required by§236-17(C)(2). - ;nt,, •: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, �� $g(tE'E'Z' j `.r L5 e. Limits of Clearing & Area of Proposed Land Disturbance. f, Existing& Proposed Contours of the Site (Minimum 2'Intervals) ® W N-tQ 2049 g. Location of all e4!= & pr000sed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Slot Cis & Finish Floor Elevations for all existing & ® rv® VP®G,14=—P proposed structures, 1. Location of proposed Swimming Pool and discharge ring. =rjZ1= *V d 0 04. R R®.Pd5p j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area W. DRAINAGE INSPECTIONS ARE M-1 HREE) I. Location of proposed concrete washout area(s). M. Location of all proposed a osio &qWjmapt c .20ILol measures. 2. Stormwater Management Control Plan must include Calculations showing that the that the stormwater Improvements are sized to capture,store,and infiltrate OCode. on-site the run-off from all Impervious surfaces venerated by a jZLQj2j Inch rainfall/storm event. EROSION & 3. Details&Sectional Drawings for Stormwater practices are required for approval. Shall Incl Items requiring details shall include but not be limited to: I A well maintAined co,, a. Erosion & Sediment Controls. WireEntrance, b. Construction Entrance & Site Access. a ton c, Inlet Drainage Structures (e.g.ca basins,trenc Ins,etc.) c iVe sails.. d, Leach iii Structures (e,g. infiltration basins,swales,etc.) .. .... ...... FOR ENGINL:ERIi'- EPART 1ENT USE ONLY**'`* El Additional Information is Required, Reviewed & 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. \rnnrrt k r`Trrnn �,. . i r mnr 1,,t A \T rl/11 A 08/27/2019 15:51 631,,6.=56'6'41 SOU T HOLD TRUSTEES tt 'PAGE 01/02 Anv*Fat Kdfi-DiNG DEPA4{i iv ENT- tiectricai inspert'or xfr&'I�p TOWN OF SOUTHOLD _MMIEWSC9 ^4'___, f i�.i A..-..-�.- e` /1 i9 L� F.9�P... Road Tl F'4 -_ A.P 7Y4 ^i(E►i t UM-1 naeI Ad i sex= 54,331:5 aysau i Road - rim Box tit 9 4 Southold, New York 119-71-0959 , � " Telenh �nP-(631) 765-1802 - FAX b l ?F - 5 1 ���� -._,- ' t•� w rchP. t'^\4,aea tw. r=nr±:G4 Er nr t e.-- G� :APPi_ICATIc)'N FOR Q F(,TRI(-,A[ , fNgP..CaTI,ON Name: �SDIUG�LI� TI-tT�f� � - l I�.i�o►«o Mo.: CP60- �uldress, t- -T—r IPhone No.: b / �o . �,'O ji►R R6 i t= Ei�r:=s,�aE ::'E ;Yi si; iAlf Info.rr.ation RLbnijired) - - --- -- 6 s � - / I l a � i rv�rne: � r �/iddres5: 3�0 UQ /lll ��57 �/ i3 It,► IPhone No.: f� al Cv 7l r� 'Tax Map District' uut� r�e�iic�sa. Mock Sr :� ra lDTi �.e F€nt 1PI- se- Print C l�ari�r'rt CJ, RIE— rJ Live tae r r I _ N %lj A-61 Mr-119 All 'That-A—HpIly: 1s ivy r ujr tSJS-IlI eJGV�iva, YES / NO � ounh in Eisai L)yn_►is r p.,mri a-Tamp C;ertificate7: ED/ (N0 1,5-vuerd,-t n- I -� information,-- n- 'Ai ir,i rrtiauor,r uiieuj Iservice SizePik 3 ph Size: oZ U d A �Meters�C aid ;�i�Le 9 �I INew Serviee Fire Reconnect-Flood Reconnect- ",ef-vice Reconnected z Unoergrbund-Overhead � P t. 1-.- Y'.- - --•l SP RC gid Underground Lateral's 1 2 H Frame wpb VVcjr:c uuf to ort Servic.z: � Addifiional jnforrrl<qtjon: a�±tt t fnr lnspectinn roan Mb �.���17 � l� eo, 174 a aa o Idle, L .2 A � - eer le 0 ®/if go tj tw � r�f�r ,2 � !l D G/s clip t�L�'/ �w O e-s r c%Ar6r L 9, 0 _ s s�� 2a ,2 Imle ace- o 'COh,Y �O FE,P,-197-73020 00:02 From: To:1631EB66314 Pase:111 COWNITY F i'XIFFOLK a-rEvE SaLONE' 1 SUFFOLK COUNTY ri-xIEGLITIVE DEPARTNE TONIFALTH SERWJIMI i MIMES L.MA1 Okltmp'?AD,loW.W, MPPI,rVolp"oo.cp MCP C-)nimissiie on February 15, Z020 L.K. MCL, AN ASSOCIATES, C. 437 SOUTH COUNTRY RD Notice #: I BROOKHAVENr NY 11719 RESIDENCE 0 S/E/C SLYVAN DR &LOCUST C' R10190120-ZEC Notice of- i�ollete Final L.K. MCLEAN ASSOCIATES, P C. This office has reviewed yc ur submission fob-fin.al approval of the nstalled ewage disposal and wafersupply systems for the above referenced project. Thfollc wing V�ill be required prior to final approval of the application. SCTM,#1 0037-03-10.1 11 SSubmit 4 copies of final eis-built:s. installees Cart and Anm band ment or i received. I .4 !0 - pleas6 note that alterations o, surveys/plans rlusb be made by a licensed and p died I ide's gn *ofesslonal or surveyor& 31) 852-5704-with aly qu nd be properly cerlified. Photocopies of documents, n corrections arse t , I not a ertable. Please do not hesitate to call e9timsi Regards, Nicolas: Meyers Public'He'alth Sanitarian* CC: f PAULR. I .k. SLAYTON , Property Owner HALSEY UTHILL Applican,"t A "':'17-':0 ' f .y.qt�.sf�7�:iH��.i.'`4`:;i;i1 a` .I:�," < S ';'i i�5i d t OVI LIC�11�1 L. K. McLean Associates, P. C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road . Suite 304 • Hicksville • New York . 11801 https://www.lkma.com RAYMOND G DiBIASE,P E,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A STEELE,P E,EXECUTIVE VICE PRESIDENT CHRISTOPHER F DWYER JAMES L DeKONING,P E,VICE PRESIDENT STEVEN W EISENBERG,P E ANDREW B SPEISER MATTHEW C JEDLICKA,LEED AP KEITH J MASSERIA,P E VINCENT A CORRADO,P E TAMARA L STILLMAN,P.L S. Suffolk County Dept. of Health Services February 20,2020 Office of Wastewater Management 360 Yaphank Avenue Yaphank,NY 11980 350 Sylvan Dr.—Sanitary Design 0 Letter Requesting Final Approval LKMA Project#: 18091.000 SCTM#: 1000-37-03-19.1 Attn:Nicolas Meyers &Melissa Zanini: In order to obtain final sanitary approval for the above-referenced project, we are submitting the following for your review: • Four(4) sets of sealed and signed As-Built Plans e One(1) copy of Notice of Incomplete Final Please note that a representative from L.K.McLean Associates must pick up the permit once the submission has beet,approved. Thank you for your time in reviewing this application, if you have any questions please feel free to contact me at 631-286-8668. Very truly yours, DD Ql)0 2 0 2020 Christopher F.Dwyer,Associate L.K.McLean Associates BUILDING DEFT. TOV1?'1'TEIOL$� CFD:mf Enc. (1) Cc: Halsey Tuthill w/enc. LKMA File Copy w/enc. TODAY'S CHALLENGES { TOMORROw's SOLUTIONS Since 1950 pF SO�lyol - Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Q BUILDING DEPARTMENT August 19, 2020 TOWN OF SOUTHOLD Tuthill, Halsey 35 St Michaels Ter -_Carmel, NY 10512 Re: Pictures/affidavit required for 236 seed/soil stabilization. C r,p TO WHOM IT MAY CONCERN: �f / The items marked below are required to obtain your Certificate of Occupancy 15� ]] Application for Certificate of Occupancy. (Enclosed) aQ Electrical Underwriters Certificate. 6 Energy test results. C Final Survey with Health Department Approval.) Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43412-Z New Dwelling LKAA L. K. McLEAN ASSOCIATES, P.C. LETTER OF TRANSMITTAL CONSULTING ENGINEERS DATE: 09/01/20 1 PROJ NO.: 18091.000' 437 SOUTH COUNTRY ROAD ATT: BROOKHAVEN,NEW YORK 11719 RE: Tuthil Site Development Sanitary As-Built Plan T0: Halsey Tuthill 35 St.Michael Terrace Carmel,NY 10512 We are sending you F1 Attached 0 Under separate cover via the following items: Shop Drawings Prints x Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 1 9/1/2020 1 Sanitary As-Built Plan These are transmitted as checked below: For Approval Approved as Noted Resubmit Copies for Approval For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment x Other: Sanitary As-Built Plan For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: LKMA File Signed: KG PEACOCK MEMORIALS H K. PEACOCK MEMORIALS, INC • P O BOX 255•VALHALLA, N Y 10595•914-949-3240• 1-800-834-3252•FAX 914-949-4077 September 9, 2020 Southold Building Department P.O. Box 1179 Southold, NY 11971 Gentlemen, Enclosed is the final approval for the septic system located at 350 Sylvan Avenue and Locust Court, East Marion, NY. This has the green stamp. Very truly yours, Halsey G. Tuthill HGT:ed Enc. i F( IJ r -1j S EF 3 8 2020 �i1NSTjTy h 0% DISPLAY AT BRONX RIVER PARKWAY AND LAKEVIEW AVENUE,VALHALLA,NY PEACOCK MEMORIALS H K PEACOCK MEMORIALS, INC •P.O. BOX 255•VALHALLA, N Y. 10595•914-949-3240• 1-800-834-3252• FAX:914-949-4077 December 21, 2020 -. J AN 5 2021 x Southold Building Department P.O. Box 1179 Southold, NY 11971 Gentlemen, I am enclosing,a photo showing that the grading has been done to the house at 350 Sylvan Avenue in East Marion, NY. Please send me my CO. I-shall_I®ok'forwwd to_hEid-hng"frorn you. {Very`-truly.yours, Halsey G. T16thill HGT:ed �INST/p� M DISPLAYAT BRONX RIVER PARKWAYAND LAKEVIEW AVENUE,VALHALLA, N Y �FMORA����� i SYLVAN DRIVE ' FpGE OG PAVFM�N7 l / MON TT�1B— — — — — S31'01'30"E — — — 760 00" (— ) � , HOnI LEAN E 24' OAK i — — — 14' CAI' — — — — `. Is' £PFUCE Y — II 28' 0111' i J / _ EZ FLOW DRAINAGE J ! > I , o I / LP1 \ > U 11 I I O/ "'_t' 12' OAK I— I � , / I 28' GAN, 1 O p �' /� \ I �I 1 �) 32' OA1 O O aOr SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s I LP2 \ ILL I cowo� 5 _W 2 STORY RESIDENCE \ o=9 4 BEDROOMS W/ 41 v .y hau Avrm�Mne,w. +� � of BASEMENT � I •.• \i II M s ; I � \ r 13 � 1°"°•ewrn fir' ¢" HDLL I I CO to 1 �DkA7Pi pP1VEWA1 El 1 I 1 EZ FLOW PFA7NAIZ a y I —__ —_-^__ F_— -- _— P➢Si f.SIL FENL£ lDILAP. — �,A � a�' ' N37'01'30'W LAND N/F 160 00'—_— — — — — — — / mm" a"w""O ppp I T OF LAND N/F m LOCATION 1 0 JOHN CRONIN OF SCTM If. 1000-37-03-08 MARY HEIDENRY 90 I (DEVELOPED/PUBLIC WATER) SCTM$ 1000-37-03-07 o (DEVELOPED/PUBLIC WATER) SITE PLAN I - SCALE 1"=20' I LOCATION MAP SCALE 1"=}1,000' BUILDINGS: LEGENDAS-BUILT _ EXISTING 2 STORY RESIDENCE (WITH BASEMENT) EXISTING BUILDING 'SANITARY DISTANCES ZONING 4 BEDROOM FROM CORNERS OF BUILDINGQt laGr PROPERTY LINE n / - R-40 (RESIDENTIAL LOW DENSITY) -n— EXISTING CONTOUR A B SITE DATA: �a�� EXISTING SEPTIC TANK ST 19' 42 TO CENTER OF MANHOLE COVER SCTMf/ 1000-037-03-19 1 (� EXISTING SANITARY LEACHING POOL LP1 28 5r 54' TO CENTER OF STRUCTURE a, �'E�+�,t�'= �:�' —s—EXISTING SANITARY PIPE ',.` 1 `4Gr ` ATE BY DESCRIPTION APPROV BY SITE AREA 037 ACRE LP2 29' 39' TO CENTER OF STRUCTURE REVISIONS ---n— EXISTING 8'ADS ROOF DRAINAGE PIPE 0 GENERAL NOTES EXISTING 10'0 DRYWELL f -,�` ELAINE TUTHILL 1 NO EXISTING SURFACE WATER WITHIN 100' EXISTING 1'WATER SERVICE asr� 350 SYLVAN DR., EAST MARION N.Y. 11939 2 NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE EXISTING SANITARY SYSTEM NO Jam. PUBUC WATER WELLS ARE WITHIN 200' OF THE EXISTING SANITARY SYSTEM —E— EXISTING UC ELECTRIC SERVICE � TUTHIL SITE DEVELOPMENT 3 NO DRAINAGE STRUCTURES WITHIN 20' OF EXISTING SANITARY SYSTEM 4 TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE ON 10-29-2018 SANITARY AS-BUILT PLAN L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUMRY RD,BRDDKHAVEN.NEW YORK 11719 aw,aw lu or,xc snrz xn �a0� Sheet No G 1 uro/N�m nC,cwxr�xrus sv[Efaurarora un[ss Ifs Designed ST MF/CFD Scale AS NOTED F. Drawn - MF Date FEBRUARY 202 BySA3 ocscc a ra�Exmrt w ne:umumx ax me �° m°" s Ixrs m w Approved By RGD Fila No 18091.000 - . 100100 ' i I POSTS t } 0 OD SECTION B �i TOP VIEW 11►Y _--- --- SECTION A ►V �3 111c SUPPORT NET CB COUPLER POST FILTER FABRIC90 FLOW I4K , d Z 6S ry R.,( / ! i ' .BACKFILL f SECTION B i . SECTION A ��44 ' i NATIVE 8011 j JOINING SECTIONS OF FENCING v yTOE-�IN METHOD .tAPPROVAL OF STORMWATER MANAGEMENT ? (� �� -„ nCONTROI PLAN -To Code C p 236 f Date: �q .Approved by: OS77g' �.0 DRAINAGE INSPECTIONS ARE REQUIRED , I t �l M Contact TOS Engineering at 765-1560 before _ Backfill, OR Provide Engineer's Certification TNSTALLATIDN N- S ° that the drainage has been installed to Code. { 1. EXCAVATE A 4 INCH IE I INCH'TRENCH ALONG THE LOWER PERIMETER OF THE SITE, 12. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) z Z EROSION&SEDIMENT CONTROLS WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). n Shall include but not be limited to: E ' 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING I5 APPROXIMATELY 2 INCHES a °' A well maintained Construction Entrance, FROM THE TRENCH BOTTOM. ^ Wire Backed Silt Fencing stabilization & 4. LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH. Seeding of expo BACKFILL THE TRENCH AND TAMP THE SOIL. p� �g� /or inactive soils. o STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. I g S. JOIN SECTIONS AS SHOWN ABOVE. ! } > >z� U a m lo- ax 0 1 -�_5" 'g°. 5-8' 3�►,Vs - - -- -- zoo- I0Q,Oo' jr 1 "� Fenceco -- - - 1 C3 OF LZ f SYLVAN DRIVE , S31.01'30'E 160 00'— _ 1 — —— —— — — „un „n 6br f0j.� .cao!1N 11'{�_ 14 1Pf4�t1� �d1.pa rf d e ON FiL �1 i PE PROPOSED 3'x3'x25' EZ FLOW DBL I ��[`a VA R .0a•a�+C1ii d'Iy � BNDLS FOR ROOF DRAINAGE t '61� C� �A O F��i��y0-Cdt�. Tn F`0, Il I MN �Lb �(vi( B d�JP E6m ;b�•4,S11LE ti„!i)T3r6 l I �fi 1•f' �� A --------- I 2p'MIN /` I — I F:a�e .Era fd0a � \� FE 1� ��..e�10'MIN f'L H'7'H1cs"Y).. n _ 5. o IN 1LP I I \—/ / I o Fop t0'MM Fc Ia.Lv loo , !'�w i`� a(::_1`iiuhl Os' 1� (� - qy ^' a n p OI r , FG BF/ .2U,G — r ry��a�, : •_� Oif,3 1�' ehp1t'�t.xa ! ;e�cl•L;,"✓E/�olR_C;'+ C 11 O 5, `` iST \ 10'MIN MIN `\# 1� a—a / SUFFOLK COUNTY'DEPARTMENT�OF.HE1��`fH'S�ER�71�ES t —r:t 3 PREVIOUS LOCATI 5 LP ON OF SHED I I," n _ ?^ ( O10'MIN SHED HAS BEEN REOMVED (NO X43 I� (I� SANITARY OR WATER) w o �} 4 EXISTING SANITIARY 5 a-w IN _ / ( -309 RESIDENCE PROPOSED 2 STORY zp\ SYSTEM TO BE o REMOVED AS PER s 4 BEDROOMS W/ SCDHS STANDARDS WI � BASEMENT I IFF E=225' ,9 -14% I I PROPOSED ` y TRENCH DRAIN \ •V¢ ;s(' /'/f I • r'r.7- /_ 'b-' w _ ____- -' (•. _ GARAGE S P B vp Fc ETEv y `e Fw,y + / _1950 •1 =2010 hP� �------------ 0 m6 h ^� �f PROPOSED 3'x3'x25' EZ FLOW DBL BNDLS FOR ROOF DRAINAGE a> N31'01'30"W 160 00' eam LOCATION LAND N/F — — — - LAND N/F f Q �• ; 4 OF I OF I boy 9°M•wmr X_ / . JOHN CRONIN 0o MARY HEIDENRY 1000SCTM) 1000-37-03-07 (SCTM 1 -37-03-08 DEVELOPED PUBLC WATER) - (DEVELOPED/PUBLIC WATER) o 1 SITE PLAN LOCATION MAP SCALE 1"=20' I I SCALE 1"=±1,000' I I N EN T L G cR�EG BUILDINGS* PROPOSED BUILDING 18 65'DARK BROWN LOAM (OL) I•I I 1 11765' PROPOSED 2 STORY RESIDENCE (WITH BASEMENT) II 4 BEDROOM ,T PROPOSED ASPHALT DRIVEWAY ZONING '` Q30� SAND I`� PROPERTY UNE I I (BSRC)OWNCLAYEY (RESIDENTIAL LOW DENSITY) pDESCRIPTION APPROV BY ' _�PROPOSED CONTOUR ,sf_ 3' 15 65' DATE BY SITE DATA: REVISIONS -1 --EXISTING CONTOUR � 1000-037-03-191 5�•yO�S (p PROPOSED SEPTIC TANK SCTM# ' ti` ELAINE T U T H I L L (11 PROPOSED SANITARY LEACHING POOL SITE AREA 0 37 ACRE ✓jU� 350 SYLVAN DR., EAST MARION N.Y. 11939 PALE BROWN FINE TO (� PROPOSED FUTURE EXPANSION POOL MEDIUM SAND(SP) GENERAL NOTES 1 <fiL�� TUTHIL SITE DEVELOPMENT 7 -s-PROPOSED SANITARY PIPE -°-pRoposED e'ADS ROOF DRAINAGE PIPE 1 NO EXISTING SURFACE WATER WITHIN 100 2 NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' Of THE PROPOSED SANITARY SYSTEM NO PUBLIC PROPOSED to'm DmwELL WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM T— 3 NO DRAINAGE STRUCTURES WITHIN 20' OF SANITARY SYSTEM SANITARY PLAN PROPOSED 1'WATER SERVICE 13• 565' 4 PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS 5 TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE ON 10-29-2018 ` PROPOSED UG ELECTRIC SERVICE 280' (HIGHEST EXPECTED GROUNDWATER) TEST HOLE LOCATION _ PALE BROWN FINE SAND(SP) SURVEY NOTES: L. K. McLEAN ASSOCIATES, P. C. Q' (r- 17' 1 65' CONSULTING ENGINEERS 437 5011tH COUNTRY PD,BROOKHAVEN,NEW YOAK 11719 1 MEASUREMENTS ARE IN ACCORDANCE WITH U S STANDARDS Sheat No =`I TEST HOLE BY MCDONALD GEOSCIENCE-OCTOBER 31,2018 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE , �a�wov> arm° x WErwa�s Designed By MF/CFD Scale AS NOTED j (NO WATER ENCOUNTERED) 3 ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988 /ox n&aca°,sxrwa svrunus e.nz Rs �1p1p°`TME 001`"pN Of"1C°Ef0 Pp0Fr' '' Drawn By MF Date NOV 2018 cj TEST HOLE °�'°`MEn""n �M" °" R°nsv°xa wwxux wsr vcn.s;u.wrz.m 1, ppApP1C /0P Frnmx ra°a-aj-aj x Approved By R G D Fle No 18091.000 _n NTS DRAINAGE NOTES STOPPJEISN "x 15"ENCLOSURE WITH e ••. r, "'� 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 FINISHTE OR OTHER SUITABLE COVER SOLID CONCRETE COVER OR OPEN GRALANDSCAPE AREa GRATE TO GRADE AS DETAILED 2 ALL CONCRETE TO BE 4000PS1 0 28 DAYS ? 6" CONCRETE SLAB 3 UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE 2' MIN (8" SLAB IF LOCATED BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE DRIVEWAY) ONLY IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY COVERAGE THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT 11 __ 24" r,,,.•-�;,�-'-,� BE SHOWN ON THE PLANS 8" HDPE DRAINAGE PIPE 4 ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN PIA SDR 35 PVC PIPE AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE ®®®�® [NEER PAYMENT WILL BEMADE OTHER APPROVED METHODS4"DIA 30 ELBOW ®®®�®® 5 INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET4"X4^X4"60'WYE BRANCH 12" w FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER FLOW SEE 3 0' (TYP) ¢ 4"DIA.REINFORCEMENT > 6 USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARSSDR-35 NOTE 1 ®®®®®El ��w1 UNLESS OTHERWISE NOTED ET PIlJNG AS EQURED P ®_q w 7 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING TYPICAL CLEANOUT DETAIL DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE Nis EXCAVATE AND ®®®E=® GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND BACKFILL 3 FEETSLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF AROUND AND BELOW ®®®F®® TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND - LEACHING RINGS WITH HEALTH REGULATIONS FOR CONSTRUCTION (OSHA) NO DIRECT SUITABLE POROUS PAYMENT WILL BE MADE FOR THIS OPERATION ROOF LEADER MATERIAL AS APPROVED BY THE 10'-0"0 3 0' POROUS REINFORCEMENT NOTES TRANSITION ENGINEER BACKFILL ^� WE CAST IRON CLEANOUT '7" MA IAL 1 STEEL REINFORCED ON Li1�QG�gECTI 'vwEL[7'�91 FABRIC BRANCH WITH BRASS OR SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 6"x12"#6x#8 A"\V V. 1�(� VAI BRONZE THREADED PLUG ° .' 4" CAST IRON PIPE 7tj 1% MIN PITCH GRADE 10'-0"0 LEACHING BASIN DETAIL g^ NTS j,"y,ib' ly C I—III—i 1 r'lX2._0„ 8" ADS SLOPE @ 1% SECTION �SF� r fES`�` ti �" ROOF LEADER DOWNFALL DETAIL STEELNBOLT �" NTS PLAN 1/8"THK WASHER 3/8"0-RING GASKET FFE=2250 NOTES MAX STOPPER OR END PLUG .—ED GRADE 1 MATERIALS CONFORMS TO ASTM A48 CLASS 308 OR 35B SPECIFICATIONS 10"x 15"OUAZffE CONCRETE COVER 2 LOAD RATING FOR AASHTO & HS 20-44 HIGHWAY ENCLOSURE WITH COVER CONCRETE COVER EXISTING GRADE BELOW GRADE LOADING 3 FRAME AND COVER AS MANUFACTURED BY LONG ISLAND ANDSCAPF ARFA BE 20 PRECAST OR APPROVED EQUAL 2' MAX 2 5' MAX 1' MIN 2' MAX _ 2' MAX ,t 1� — �F CONTHICK CRETE SLAB 24 WATER TIGHT HEAVY DUTY FRAME & COVER CONCRETESTOOPP 20"MIN 20"MIN _ r— NTS " 12MIN 6„ 6., _ - 1 BAFFLE 1 •• 4^ SDR35 CROSS- GENERAL NOTES: 4" SDR 35 0 WALL - a s 15 8" 6" PER FOOT 5'-8" EFF DEPTH INV START 17 00 4,O' INV START 16 30 1 CONCRETE MINIMUM STRENGTH 4.000 PSI ®28 DAYS G INV END 16 80 J— (EFF DEPTH) N y --_ -- 6'-0" 2 ALL FRAMES&COVERS SHALL BE HEAVY DUTY, H-20 LOAD BEARING,WATERTIGHT,INSECT-PROOF CAST IRON PIPE SHALL EXTEND 6" SDR 35 AND LOCKABLE THROUGH FOUNDATION WALLA PVC DROP TEE - -- ._ I I ) } CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT MIN OF 2' (MINnP '� 3 4 CONTRACTOR TO FIELD VERIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION T r '0 Imo—(MIN) r I COLIAR 5 BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6"UFTS — " 6 CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS TANK 10 — _ 6' MIN PENETRATION' INTO A VIRGIN STRATA or GRAVEL I-- - - - - - - - - - - - - DATE BY DESCRIPTION APPROV BY S) REVISIONS BACKFILL MATERIAL TYPICAL LEACHING POOL — CLEAN SAND AND ELAINE TUTHILL 3' MIN ABOVE HIGHEST 350 SYLVAN DR., EAST MARION N.Y. 11939 EXPECTED G OUNDWATER > TUTHIL SITE DEVELOPMENT 5 DETAILS - ------- -------------------------------- -------------------------------------------------------- L. K. McLEAN ASSOCIATES, CONSULTING ENGINEERS 437 SOUTH COUNTRY RD,BROOKHAVEN.NEW YORK 11719 i 2 0+25 0+46 Designed By MF/CFD sale AS NO sneer Na 0+000wunoRN` `n°or xex vaix wmwars urc r T wn u mw x ana Rew°r MF Date NOV. 201'8 �^A ma. ,�ow.mx°s.x°i°R C A uconm avRonm°°"wn°ixcmrm wxmc mw unwmxs.xe Drawn By > _ SANITARY PROFILE " ""°�'°� "°�"�� `°�� z i NTS ®"� ` ar a un °°"°" ° a yea B RGD File Na 18091.000 r°R M ra sa¢munox Ixrs m x1 pp y (1 l DS.C.T.M. NO. DISTRICT: 1000 SECTION: 37 BLOCK: 3 LOT(S): 19.1 D) LMP-�-�UVE APR 1 7 2019 (TOWN OF SO OLD LOCUST COURT EDGE OF PAVEMENT CO-) N58058'30"E 100.00' � U.P. U.P. SPIKE MON. C4 p O o 9 O cn Ca PROP.O o CO O ~ PROP. ~ PORCH W O V o w : �37.6': 35.9' w ;13.0':.. . o• , 13.5' w �` ►�::':•:• ':: FOUNDATION'•:': . '• W.M. -' rv.•.; : : :':LOCATION'..' 04-16-19;'*' : Co o (`V b- rv; 13.5' ::• CELLAR 24.1Ej ';:;';:;x` ' ()G ENT. f-. O O O o O mY TO '1 D m °oPO m - -- O M O U � � 8.2' of 'SHED` 0 MON. MON. 55858'30"W 100.00' LOT 13A FND. LOC. 04-16-19 CORRECT LOT AREA 06/04/18 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 16,000.00 SQ.FT. or 0.37 ACRES CLEVA77ON DATUM: UNAUTHORIZED AL7ERA77ON OR ADD177ON TO 774IS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7N/S SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E�ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLEE, 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 14A, 42A, 43A, 44A INCL. CERTIFIED TO: HALSEY TUTHILL; MAP OF: SECTION TWO GARDINERS BAY ESTATES ELAINE TUTHILL; FILED: SEPT. 23, 1927 No.275 SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design �f P.O. Bog 153 Aquebogue, New York 11931 FILE # 17-168 SCALE: 1 =20 DATE: NOV. 20, 2017 PHONE (831)298-1588 FAX (631) 298-1586 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. 1►oychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 37 BLOCK: 3 LOT(S): 19.1 LOCUST COURT EDGE OF PAVEMENT COL, N58058'30"E 100.00' U.P. U.P. SPIKE MON. w O W O o CO O 3 p y 0 12'0/S w 37.7' 358' 20'0/S w . t--I 13.0' w 13.5' 50'-8" LLN O J No N o W. M. I Lb 0 0 0 13.0' d V O 0 13.5' F� 24.2' 1210/s 20'0/S 0 00 O m 0 m D m m O O co a 8.2' N ERM. ro :SHED: 0 MON. N MON. S58058'30"W 100.00' LOT 13A CORRECT LOT AREA 06/04/18 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 16,000.00 SQ.FT. Or 0.37 ACRES ELEVA77ON DATUM. UNAUTHORIZED AL7ERATlON OR ADD17ION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATEDHEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HEREON, AND TO 774E ASSIGNEES OF 7HE LENDING INS7777J770N. GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS' OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOTS 14A, 42A, 43A, 44A INCL. CERTIFIED TO: HALSEY TUTHILL; MAP OF: SECTION TWO GARDINERS BAY ESTATES ELAINE TUTHILL; FILED: SEPT. 23, 1927 No.275 SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 » + PHONE (831)298-1588 FAX (891) 298-1588 FILE # 17-168 SCALE: 1 =2O DATE: NOV. 20, 201 7 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. eoychuk SYLVAN DRIVE r SUFFOLK COUNTY DEPARTIM#c.�`�9`T OF HEALTH SERVICES 1^ _ APPROVAL OF CO,N'STR, uc f;C'A'OnKS FOR 1 EDGE C-PAV-M=f'T Lu — — — — S31 O 1 30 E 1 so oo' -LE FAMN Y RESIDENCE ! W -- _4' DA Q r - - - - - - Date H.S.Rei.too. 1Z t o t&--C'120 N 14' EAR Q rs' EFplfcE 1 _ — _ The sewage disposal and water supply faei ages at this tomlion naw been N I 1 InspeC,ad aru�;or c�?rtiEied Cy this Daaarfinep;or other agenwles and ound to be satisfactory FOR A MA/JXIMt1M,CF, `y BEDROOMS. wU_U-- Q 1 a 1 /LPi Craig -° , Chief u: v 1 I� O Office 0f VVas,:1i:lacer Niana emenfi U_ LLLL — r Q Iy o ST q,` I - - o 1 I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 6 I�LP2 ( \\ I v Som 2 STORY RESIDENCE o=o I WI 4 BEDROOMS W/ o1 BASEMENT I a M y �nrwcn eerma.y DO t,l h \ 1 3 ;� IaAerMTn �m � h - DO B '. % I r — — — __ _ FJS-f RAID rErJ!£ AD:-4 • — — — — 31 _ _ -. N31'01•30"W LAND N r 16000, — — A- D em ,o o JOHN OCRONIIJ LAPROJECT I mtw.�,3 Y�4 LOPRCATI N o SCTIAF 1000-37-03-06 MAPt HEIDE14PY '1 O o 20/L0 (DEVELOPED/PUSUC WATEP) -CTM P tOCD-37-03-07 SEP I (DEVELOCED;PUBLIC VlATEF, " " I SITE PLAN SCALE 1••=20• I x,T prigc'DFti'= �g LOCATION MAP SCALE 1'=f1,ODD' = I - BUILDINGS: LEGEND AS—BUILT _ EXISTING 2 STORY RESIDENCE (WITH BASEMENT) EXISTING BUILDING SANITARY DISTANCES 4 BEDROOMr 10E M ZONING PROPERTY UNE FROM CORNERS OF BUILDING {!Q'i r0.) RESIDENTIAL LOW DENSItt ( ) —1 t— EXISTING CONTOUR A B R-40 �!� SITE DATA: 1 EXISTING SEPTIC TANK ST 19' 4Z' TO CENTER OF MANHOLE COVER (j EXISTING SANITARY LEACHING POOL I - I (�• SCTM# 7000-037-03-19 1 'LP 1 ZH S' S4' TO CENTER OF STRUCTURE _; �C,�4 �^- � C r� ATE BY DESCRIPTION APPROV BY STING SANITARY PIPE TO CENTER OF STRUCTURE • 5G ° C`•" - SITE AREA 037 ACRE —5—EXISTING LP2 29' 39' — EXISTING B-ADS ROOF DRAINAGE PIPE _� REVISIONS GENERAL NOTES 11ELAINE TUTHILL ' EXISTING 100 DRYWELL � \ - 1. NO EXISTING SURFACE WATER WITHIN 100' ��' -`-4 350 SYLVAN DR. EAST MARION N.Y. 11939 _ 2 NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE EXISTING SANITARY SYSTEM NO —"— FISTING 1-WATER SERVICE i ��.''L PUBUC WATER WELLS ARE WITHIN 200' OF THE EXISTING SANITARY SYSTEM — EXISTING UG ELECTRIC SERVICEIL . TUTHIL SITE DEVELOPMENT 3 NO DRAINAGE STRUCTURES WITHIN 20' OF EXISTING SANITARY SYSTEM I r 4 TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE ON 10-29-2018 I 'I•'��/�I�-r,SS'�0�' SANITARY AS PLAN L. K. McLEAN ASSOCIATES, P.C. li CONSULTING ENGINEERS H37 SOUTH COUNTRY RD,BROOKHAVEN.NEW YORK 11719 tr y M mTO y m r�naa�nSheet NO Designed By MF/CFD s­i. AS NOTED �V/a M.[[e"furveG YnAXAmn WCf RS .ear M MRi1M w.ILOeXD!lG63t. Drarn By MF DGee FEBRUARY 202 SA3 M IIIL OnOlt O M.LiW1Cti W M —2), ""`m Approved By RGD f le N 18091.000 i REScheck Software Version 4.6.4 �J( Compliance Certificate Project One Family Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 8% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Locust Court Halsey Tuthill Edward Brunner Southhold,NY Locust Court Brunner Assocs.Inc. Southhold, NY 901 Shoreline Drive West Sunset Beach,NC 28468 910-575-6799 edbassoc@atmc.nmet 0 o Compliance: 6.1"/0 8etteir Than Code Maximum UA. 280 Your UA: 263 Maximum SHGC: 0.40 Your SHGC. 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,236 38.0 0.0 0.030 37 Wall 1:Wood Frame, 16"o.c. 2,256 21.0 0.0 0.057 118 Window 1:Wood Frame:Double Pane with Low-E 172 0.400 69 SHGC: 0.40 Door 1:Solid 18 0.400 7 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,236 38.0 0.0 0.026 32 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 04, /340AWOOL 7 Z� Name-Title Signature Date r Project Title: One Family Residence ' It date: 12/11/18 Data filename: C:\Users\ED\Documents\REScheck\Energy code Tuthill.rc Pagel of 1 1001 0' POSTS �- SECTION B '. G t _ _-- TOP VIEW SECTION A SUPPORT NET B A ; r i COUPLER �+ POST ?� f / l rff FILTER FABRIC R _ v S FLOW 1;5 BACKFILL SECTION B J, SECTION A } p +y3 f® { 4r1. fL£ J S �ASP r E SOIL JOINING SECTIONS OF FENCING _ NATIV S TOE—IN METHOD INSTALLATION NOTES op o i - lI 1. EXCAVATE A 4 INCH K i INCH'TRENCH ALONG THE LOWER PERIMETER OF THE SITE. m w3 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) z WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW), 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES p+ s�• Pvt I FROM THE: TRENCH BOTTOM. �� � s rn 4. LAY THE TOE—IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, f, BACKFILL THE TRENCH AND TAMP THE SOIL. a V. o � STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. N co N 5. 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X _ X ,.y '''-p•.P j 71 <j '-'L L 1 P 4/ 4 N I - _ t ,• - 48 • mow» (j (�/�i }} t LLlr� ; •uw:.>F..ru.. .7 .. M .. '., , I. I , 4 R I ,;.._..a-,: I..Sa.s..-_'_i,...,.,—,...",.w....:.—.-. a ':,--.,z�.u,x,_., .`_,`.,""i-^_v .r,� 'aa. -- .a_eiJ..m_x- -. .-n...m,++.,.:.....e• _{ n,.� YI `J ! tI LOCUST COURT � � - Z 0 � F, A _ c� . z I 1 L� _ ._._.__ - 1 r f, ��` y=->: THE WA TER SUPPLY, WELLS, DRYWELLS AND CESSPOOL U c` �lp"tar�- `�' 1"'" ''I"'' LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS C ��o�� `i LOTS:S: 1�A, '�2�, 43�., 4 .A _ � C�'' 1.�„,r.�� � w . Y; 1+ AVD OR DATA OBTAINED FROM OTHERS. TOJN 01' SOi�THfOLI� �- "t z 1 - rpt;` AREA: SQ.�, or 0.g AURES ,� ti f I ELEVATION DATUM: __ .,. SUFFOLK COUNTY, I�iE� LORI � Y.a I �------- t- 0 ”" . � � � UNAUTHORIZED ALTERATION OR ADDITION TO 17I1S SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY IliMAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN -11 _ _____._ ._____ ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENT i I R _._ _ AL AGENCY AND LENDING lNS77TUT70N 11 ;' LOT,f°9,R EA=�'�000 ,SQ. FT. s !/. !} ,/ (. �/ � � r LISTED HEREON, AND T4 THE ASSIGNEES OF THE LENDING INSTITU710N, GUARANTEES ARE NOT TRANSFERABLE. 5 r A yy ::h, � w g w� s/� `;' •,/ i ,s f:' 1�" 4 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE r' �f {� ,P. c, s " t NOT INTENDED TO MONOVENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDIT70NAL ST7zUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS sir .•.�' T PE1ti1IOPI-JS �LOCJLATIt)I�tS: ,f%t �' s' ! ."r ✓` , , : y r ANDIOR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY t 1 - �� 9 ` If > _ suRVEY aF: LOTS 14A, 42A, 43A, 44A INCL. CERTIFIED T0: HALSEY TUTHILL, T t y !!�� � T LY j Fi00FlI.r — d76 '�. (YY � ��.I3. :; ? ;-` ��, b '11w. I ` I I - - � , 4 , MAP or: SECTION TWO GARDINERS BAY ESTATES ELAINE TUTHILL; ♦�� ! a k v ! � , I', , - 1,-. � ,-., � ";� 5z l�a��� �)L ' � �,� FILED: 3, 1927 No.275 I , • I , :� SEPT 2 -y, . Y�r� �+ , T �+ 41. `a -- _ ,•� ,,, SITUATED AT: EAST MARION DRAWN �3{JU�? iV1�� iY1�U� � J i, 6. •'.• ' T!=e..,;;,, t4���1>� I - . 1' . �!L_), � , - ,�" ' f*,A y• roKRI oF: SOUTHOLD KENNETH hi i'tOYCHUK LAND SURVEYING PLLC • _ - CHECKED 396s , x 1.5/1 �7 .SU ecu ft of storz�water Ct�1Zt�11�1�1i1 re t�lre Y, NEW YORK , { , 1 q. c1 I ��. - �-_-� SUFFOLK COUNT Professional Land Surveying and Design __ - , / r. ogue, York 11931 �,. _ -s. t "_'„-______ _ _..,._.-_..._ ._.__.__....-_ .. __. Box 153 _-----.-. __. -— . " _ _ ._ DAT E P.O.P l� eb New Utilize�e gutters a?1d downspouts n a r e rf. r + s w , FILE # 1 7— 168 SCALE =20 DATE: �+C PfIONE (631 298-1588 FAX (S31 298-1588 Z , U i . g nspouts draining to a EZ FLOW drain system. ? ;�,,t u -� � ..., NOV. 20, 2017 ) ( ) •, ii_.___,__; q;, ..,}11 __M__._ 11- ' ' ` 1 ,✓ N.Y.S. LISC. NO. 050$82 malntnining the records of Robert J- Hennessy & Kenneth 11. Roychuk LE _­­­----- _ _­­­­­_____­� j _,k t V _ —__ __ S AL r { rt rJ —..... -_. __.__ ____.... ._f, _-.•-.....,i:, - a.r..^mz,. ,»'mtee-.+�a-!so-v+.,:�w,•'.. __ ..-... ... f . _1._ - l 4.e • 4 f „' JOB NO. �` _ -..___-_ ------- . Capacity of EZ FLOW Iain system =3.36 cu ft/ ft. ( DOUBLE r ��; _ 1I - sE E ! ' BUNDLES) H� , ,f 8 .,. /a , Length of system requ i red= 174.50/3.3 u - 51.93 LI I. FT ;.w k � '�� e, a _., I. }� 51.93/2 -2 00 LIN FT PLR_SIDE (DOUBLE BUN'I�LES TM ��� , + {' 11 I '�, w ..w... 4-. 'x,. :::;�r+e:,�;i •.;'">s.--^"'r�Jp a' v.w..> --,.,w:.n ,--,.,,:.,,.,. 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D -11 I I...". 1''... ,I 1._.__-- - I ,, V.�.1�­� - ­­ � , . f - 't" `� . i" - ". ,� ��4�"�'_,- V�L� , �)4 D V�t,�I.' ,% - . -.1.1-1., _"� .I­ _!t,._., I 1 4,0, It I , -1 111t -- ,_', - �" , �, '7�� - & , , "� �� - I 0 S")L � .- ) : ,- , - � _ ,:�� � � Z. d I 1, I ��'O�'l I � S .111, �, I - . �. . . I , A 4 , �1' k i4_6,1"�._'ov'.V_ -t,- ( ,�, ­ _m I... ( , I . - .- � w V, � I . / 1.� . � I 'a it I 1� I I I I 1 6 0 1 . . . I � LE FOR ADEQUATELY BRACIN16 I OZ = M . 7. THE CONTRACTOR SHALL BE RESPONSIB 04 e% .) ,1. . . I I STRUCTION AGAINST WATER � I M Le -9 8 5 I' . . . . I AND PROTE CTING ALL WORK DURING CON a . _�� I I I A n � I I . - . � - . I �e - I LEAKAGE, DAMAGE,BREAKAGE,.COLLAPSE, DISTORTIONS AND a Z 0 a cr A 11 � GENERAL NOTES: Z I - 4- I%_ . � I - � MISALIC a 0 ;:1 tj I 0 A ! Ir . I INMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND Z I ; � I : . GOOD PRACTICE. . w ;P%l tl � I I I � . A 1Z I I 1. VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE. � . � . 160. " 4 . I . . . %I . : , . . p . -STRIPPED. . I - = . I ?�-, 1 8. ALL GLAZING SHALL BE INSULATED AND WEATHER ,� t- j �* I __ � I &a� � I ... I- ­ . I . � . ....-.._.11-- 2. SET ALL WORK STRAIGHT, PLUMB AND LEVEL OR WITH INDICATED . A m D: : �� I I I . ­­ _ _ I - I .1 . . 11 . 1. . �I . . 1-1. -1 . 11 . � ­. I � � .-1-1 I- . . . . .- .-­ " _., .1 11- . - �! i�,-I,"I 1,­-1, �,.�.. �� ,. � _ _.�� ' - ... -:.-_,.it: �.' . .....i. W� ,� � . � ­::. .... 1. ; 11 :1. . , , .. . ; t? , . �, ,� - " 1 -_7 : . 1, I "_,"*;:,'._'-_---;'-! ` !` I :�_ - i'§11""�', -_'�,,�,-!!,-;;;-,,-".i, R--,­�:-,-�Z!,:.,.k���, . I `-�i:�, --1, . , �L".,.."",�'� . . 6 , jj,� .1 -�;,-��--"",!�-",.-...",�.-.,� .. '5��s�,-�,-��t��.` .11-- . I �ii , 1�.*�, I I : . .., . I � I .. . q,i�::�!.,,.:.,.k�P.1 : CONCRETE TO BE F'C = . .. . % . - IT2 - f . � .,,--.,�,,;"�;t-!��. . ;;, . "'i; 1�,'. ��,�,i�-,,,,,'.,,'...,.".Z"-�--',-�.',-.Y��';,,� - - SLOPE. 9. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR5 .. , .. .; ., � . _,�' . . .­ � , ­._­_.­_. -1.-1. �i..% ­­­ I � � �. . � I i '! t V �-i­ t .. , t�-�,,��V.,,-`- ". '-.Zz ',�'� ­ .. .- ,. .- `� . � .--,-�... .-- : _:.- � , --,,-���',�.,',.'�--.,,."�?'-*,J'�, -..:1...i__ ! I , ... 5� , . ;�.�.l .'�`."".- ­­-,:":... . .�- ,- -- k ZI '!'(. -�;��2;5,`.�, � I V a �. I . _ ., _._1___.1 .1'N�. ­ � . , .�,,)(4 1 [1. '..'Y a. .. 't . . - i 0 PSI, AND STEEL TO BE 60,000 PSI. ' ,1,ppiq .­ ` , ­ - ­_­ . - x.,,7� __ , .";" .", a _ ..... r . ,.,� !J, - I I.,� .. .. =��44-�`­­ �,.i.5"..�,,'��.,!..��i.?���,."!,�,,,.���,.,V,-_­­­iN.4.*'" - . "­­i.� 300 17-7 1 1 . -, .WXX­ - ­., Fi �:;-.,� � .. . . 'V'.�_ :;! I � I N'll �'­ , Z` I �,�Ii :.. �....... - , _ ,_ : � 3. ALL CONTRACTORS AND/OR SUBCONTRACTORS ARE TO USE THE I - 1� ,��l : .Z� � " ­ -,:.�,�..`; I - ; 1 �.1j:...'...'�4.. . .3..,.�, �-'. � 11) - , I. I A , I . .F.`,­� -;*,_-_!,_-,�,_ . . . - ­ , . Z�,.(:: ., -i�.- , I ,.. . , � --�4 1"� , ,'.!�t,'�q�,,-�­,- .. �; ��!,i--.,-�,�.,.--,.,�,,..�� ...­: --­­.'­-.e.z . �"-�_- " 2,-( �2 0 4 - ... _.Z_.'�,,'i.:, .�. . . ". ..�, -, _t, �RIOR OPENINGS UNLESS NOTE - % t.��,p _�,�::, ,�Tlf --, � t 1�-1,; -- �_ '... PPROVED STANDARDS: A.I.S.C.,FEDERAL,U.S., ETC., AND THE I IGHEST 9�� - . YL;e- -, Z: -,:i: '.-_-�� ;�­ ��"_.­ � , , �. ,,j,-,,; JE' �/�_____, MEM __ � ; +,�, tA� i , � - ", . . .. I .. 1 0. TRIPLE 2" X I 0"HEADERS OVER EXTE - - ,,�7 :�� � ! " � ti� 1� " , 11 __::-,., *� , I '.., . I 11 ,:.:.,:Iz __ . , � � , I , I I � � , -:,_;�"! 4; .,� U`,,- - I,- P ,J !A�11 �,- --_� � . , ,. - Z___ "( i �11 " ,,,;','�;.,!.-,-,.!.G.`. -m STANDARDS OF THEIR TRADES. ALL CONSTRUCTION SHALL BE 11 ;� r-" If � t, , ''I �; �� , ,,, . I I "" I 11 -,111 , . . , �, - �"I , , ... . . . .� 0 � _-,� _�_-`­ 1�' I t V ,�t �-, �11. has beenretained . authorized to supervise the work nor e i THERWISE. ;��_�__ - , . ill 1. � I I, ", The vngmw not nor , I �,__ . __ - � , - ., , ::�,'�','., - . % I � . — __i;;.1Z -�44 . I - - Z i_!_ I M � EXPOSED � �i �.,) .1 pello ,4tterisnotresponsi P,for mcons W methods or- PERFORMED TO THESE STANDARDS. L-11 ' I . ,� - . , �- , ONRY AND ALL LUMBER - ; I - . . I . . , I I ­­ 1:&,.­k,4__Iw�,��14_k lk"-, I _ _ - - ;- I, . -2) - '. __ , I. i 0"4u,�,t . . . _', �. "� ) 't cl. .( -,�,!,% �_ diuk' spections of mme.Thev, r I - 1,1 I— — V �---­- I . 1%4=�� T : ....- I P I ques I . . I 1. ALL LUMBER IN CONTACT WITH MAS , . "�_Tf.n:tm , I.. I rl_�l _1 4:."11_) Z tl� S4-- ; .,;,: i, .._ I e . rttl�9 F. .." �V lechni ' used by the contwor. . 111 .� _,� ,� . .�, I I I . � I It � . 4-,O) �7 S I .f-I , -1 k 1: I I _�.­_ - __-_----_._- ------_. . �__­;­­­ ,z) I � . I , ,� ,!� � F�-Pt"f%'�,"'T pu4"O.", 11' � . , I .. 1. _ , ,�� _:L. , 4. ALL WORK SRALL CONFORM TO I ATHER IS TO BE PRESSURE TREATED- I i �.' , i, � ,, � ,. .­_ 0� 11� �,=Z4 , . . I -� �,4i,­p -6 " ,,,�-L�� __` ­_�..��._,_:" . 1�,� I � I - � Ill : I ,,,, 04%. .. ".1 I %, Z111! , ­­ :.�i0_ THE NEW YORK STATE BUILDING CODE 4 . . I I i i, t I .,t ,/'141 i �, -, 1, TO THE WE I I V,4 t�01 Velf, �,.!--4-.i.,.q- I I : I f p, ft ,!��,'1, AND ALL OTHER APPLICABLE MUNICIPAL, STATE, AND FEDERAL RULES � I I -I.-��Nll_�]��Irl � ' stakm - I .,.i It, I � , '. .,pvexy aumopt hu been=do in prepm#onof t �pl= :.", L . 7UMM-11119 , -�. - . � I I , 2 hese t.I�_ 7� 7'= �� . $1 . �'k . .)-6:., � ^�?, ,_ W�Aje to avoid.nfi - � ., � STEMS ARE TO BE DESIGNED IN 0[ I . , . � -1 4� 11 F=E�1� 21M I i — .. I AND REGULATIONS. 12. ALL MECHANICAL EQUIPMENT AND SY I ORAWIM 47� - . st che*md � 11 . I ;. 1� , � — t'.t.,w, , -\ .1. . . . ; �� 40 " it . . I � 1. ,� � � .. prcpmr cannot guarantee apinsthuman error.The wntractor On Ow job wu .. . i-_ - 11 ..�.- 1- I 7_11_1�z 1 ,_Ak/" , �!.. I... . i . �.� .-,_�_/ ' 6r.um I.. ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NEW YORK , -1_1— , _* confirm aU dimensions and.oews p&r to cowtxuWon and be respon0le f I I . I I I � I I j ", . ... . , - - . I . j _7--- , V.'t-...1- t- , . �,;. �.:.,:.7��_­­­:T`71­ ,,.'�f � 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD FOR *1112 " ...� � ..... . . . � ) . V /f ""-1 � , A, , - .. "'...­�,_7��-,�- ...,.,:�.�` --"... . -"- -n STATE ENERGY CODE. , I � I w . I,, , 4 L!-4Mj*,*;;,;-�!;--,9;,� _­­.". _.- �;4-4�4; - . � N - C.� , . _� ---- , ---------- — -.-- . ­ ­ :�___.�' , - DISCRE I � I . � , 11, _4'-L't_ I . PANCIES BETWEEN ACTURAL CONDITIONS AND DRAWINGS. ANY. . BE I e . . . -�44—i-­­ ----.-.------ ---t- - . � . � :"�! j:�-1, � _`� 7 i��=�#�i, . I :, -1, .: . , I - � � . I ,RS CERTIFICATE SHALL DATE � i I i � k '. ! I I . e" ,1 -4---'; , �� . DISCREPANCIES SHALL BE REPORTED TOT HE ENGINEER FOR 13.ELECTRICAL UNDERWRITE - ,- , �- - - __ __ I - ,,:, % , t ; J, . - 1. � dc,,-------- �7,.-, ,,�� ,'_, - � I i �,I",��,----. k , - � , � ,V� Y TO OWNER), FOR ALL WORK INSTALL'ED P..,i &_� � �� - I ,,, ,,, -­ ­'...I - �_&,�_,-�;;�� � EPARTMENT, (COP ill�- 1I '40.5. 7 t,., ,­"."�,, `-,"'l-i — — , I � CLARIFICATION- BUILDING D ,. .1- I-�, t.� � I I 11 11""", ..:!:�_; . I . 11 , - I a � i -11 1-11_1_1____---__:::] I lt::�.---.- ! SCALE I_ � ­ ,..-,:. I Vf . 2 ;j, /11 PI -I-1--, 1 1 / � �6. ANY UNSEEN CONDITIONS OR VARIATIONS FROM DRAWINGS SHALL BE 14. BRIDGING SHALL BE 5/4"X 3"WOOD. 1�z /'1,<3. 0 c>1, . . ,.� , ,, ,,--4, 2 "-, ,�­;_-:=, . r, (.7=1 �­�,,;_ # , -,,,,, -".� - BROUG14T TO THE ATTENTION OF THE ENGINEER. I VI . ' ' � �. � 4 - . � �, , . �_` . i I !I I 4,,,,_,,�_ . 9 , IL—__ K�V' 15, ANCHOR BOLTS TO BE SPACED 7'-O" O.C.-2 PER CORNER MINIMUM, . I JOB r C� ,t,.,�e �� -1 t...t'_.........- I I I I., , ­.___.­.__ I I _,�' , 3 1 1. r- �"11; 4 . _. _.--_.-_-1---.--�-.-�lz_:*�,�Ll"".�t,��.---- !,,-_-1F.-- . Q�­�-- 1 1w . - . - --11.-----. - __ , - �� . I I 1 i , , __; - ­ I I,- - 4 .1 I 1, . , 1 --,-.,7..- .� - : , . I I . .- . ., , ,� 1� f _� ,. -- . _. .---- ___. . � .1 , " " , � I ' '; I I - I . .1 if.. ,I , - 11. - - . , 11 .1.1 � I "I�. " .I--­­-...._,_._- ­, I I I . . SHE' I . . � I \_1_1i "."e"r, ,. . , ,j � I � __11\ . I �­ * \�,-_t-0 o c��--�c i ,",I .� , ., 00 NOT SCALE DRAWINGS.CC��TRACTOR SHALL.RELY ON I I I - . I I - : . � 1, 4 . , . , . I I- I r�e,�_,,, I WRITTEN DIMENSIONS AS GIMN.THE CONTRACTOR SHALL I . Mw � . -1. ,I � el�____, , . . � � .- 1 __________,_11.11'211 d _.. . , . I * . . I I i ; .1 I I NOTIFY THE ARCHITECT.FOR CtARIFICA I � , i -11� - - , C:: -f:I k U-tr-D�.,, , TIONS.ALL � I - ��, , :__ (�_., Z.0 f�, - � 7 i I - .. I -1 0 ; I --- - � � . I I I I"% .11, I . , I- _�ill 10 - - DIMEN51ONS SHALL BE FIELD YERIFIED BY CONTRACTOR AND I I . \ ,, \�-,`, _:�11_ ,:TQJ�,V_:4�1- 4� -e4_2:' I�e-'r_,�� � F .�. .- � "1-1_' - COORDINATED WITH ALL OF TE WORK OF ALL TRADES.IF � I I , I . � 11 . � . 'Ili . k-,)5'r, ^�, DISCREPANCIES ARE FOUN0,'NJF_CONT;�AGTOR-SHALL � I � ­ . � I � k- r -�) - i . � . I el 00") r­�: l 4�7<,#,_)C�_�_:�__ 1 �, . . . ;J'��'e__._7­I' ') I - � NOTIFY THE ARCHITECT IN WIRMING FOR CLAIRIFICAMON . '� 11* .c _,N � , T, , I��) � - � - __ 5t, , � : I ...­� ,--_A_, .--------- (I yp ) I ! --- ­­ BEFORE THE COMMENCEMENIOR RESUMIP'TION OF WORK- ' 'I - :, I . , ____1 I......--j-;--- - "I ,I -- - I /1: ! , " * it M - -1. 77m2m:71 r, ,4�,I\!!��,),1-7 1 1 '*N/ 7 , '. ,::ij�] , , , �,l �."�� N19. " , -i , . _��_, - — 1 .f- I I I I A, � , I k - . \ r �11 I -1 , - I ----\L_ -4 1 r-=-- =F----T - - -r. J I -, I ` . I I 4­�_I I I I� il � - � � I 1`1 _L I I �� - , - ", '�'. 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