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HomeMy WebLinkAbout42834-Z a4�0 �2 � Town of Southold 7/18/2020 P.O.Box 1179 GD _53095 Main Rd Southold,New York 11971 1 � CERTIFICATE OF OCCUPANCY No: 41264 Date: 7/18/2020 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 135 Hill Rd, Southold SCTM,#: 473889 Sec/Block/Lot: 70.4-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/6/2018 pursuant to which Building Permit No. 42834 dated 7/5/2018 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: patio addition with in-ground swimming pool, fenced to code, to existing one family dwelling as applied for. L - The certificate is issued to Daley,Vincent&Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42834 8/9/2018- PLUMBERS CERTIFICATION DATED 17 ut 0 e Signature Ss ffo�,c TOWN OF SOUTHOLD hyo o� BUILDING DEPARTMENT Mp 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#: 42834 Date: 7/5/2018 Permission is hereby granted to: Daley, Vincent & Donna PO BOX 1505 Southold, NY 11971 To: construct patio addition with in-ground swimming pool to existing single-family dwelling as applied for per Trustees and DEC Non-Jurisdiction letter. At premises located at: 135 Hill Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.4-32 Pursuant to application dated 6/6/2018 and approved by the Building Inspector. To expire on 1/4/2020. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.00 CO -ADDITION TO DWELLING $50.00 Total: $708.00 Building Inspector 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 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, 6 ,­19 New Construction: Old or Pre-existing Building: (check one) Location of Property: f House No. Street _ l Hamlet Owner or Owners of Property: �I�,t. '° ��w'• "�'�``�� Suffolk County Tax Map No 1000, Section 70 Block Lot Subdivision Filed Map. Lot: Permit No. tfA8q Date of Permit. Applicant: Z)-Zl� Health Dept.Approval: Underwriters Approval: Planning Board Approval: Ir/by ✓s Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ®F SO�j�®� , Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �® �® roger.richert(a�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Vincent Daley Address. 135 Hill Rd City: Southold St: New York Zip: 11971 Budding Permit#. 42834 Section. 70 Block. 4 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Bethel Electric License No: 40557-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment. In ground swimming pool to include, bonding, control panel, 1-GFCI circuit breaker salt generator, pool light Notes Inspector Signature: Date: August 9 2018 81-Cert Electrical Compliance Form.xls Of SOUIhO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION" 4-z's`lt [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: ��(VOL DATE / INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouffm 765-1802 INSPECTION [ ] FOUNDATION 1ST v[ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] SULATION/CAaULKING [ ] FRAMING /STRAPPING [ FINAL Pot� [ ] FIREPLACE & CHIMNEY- [ ] TIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r REMARKS: � DATE 17A 7& INSPECTOR �` -7 i t yon FIELD INSPECTION REPORT -DATE COMMENTS _ - b FOUNDATION 1ST 'FOUNDATION (2ND) col r 0 ROUGH FRAMING& �' PLUMBING y INSULATION PER N.Y. - y STATE ENERGY CODE A . FINAL . ADDITIONALOMMENTS .� - -bel a c, -p . iv d� -- H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N.Y. 11971 4 sets of Building Plans TEL.: (631) 765-1802 Planning Board approval FAX: (631) 765- 9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined Contact: Approved Mail to:SUFFOLK ENVIRONMENTAL Disapproved a/c P.O.Box 2003;Bridaehampton,NY 11932 Phone:_(631)537—5160 Expiration CI- DC��� n t ) ( g Inspector) JUN - 6 2018 APPLICATION FOR BUILDING PERMIT Date Tune 5,2018 BUITLD.ZdG D" ' INSTRUCTIONS TOWN OF SOI,TTHOLID 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 waterway. 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. ��_ 1.. iL---, (Signature of-applicant, or name,if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003; Bridgehampton,NY 11932 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AGENT Name of owner of premises Vincent and Donna Daley (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 135 Hill Road Southold House Number Street Hamlet County Tax Map No. 1000 Section 70 Block 04 Lot 32 Subdivision N/A Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy 2 Story dwelling with deck b. Intended use and occupancy 2 story dwelling with deck and pool 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work pool (Description) 4. Estimated Cost $50,000± Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor N/A If garage,number of cars N/A 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use N/A 7. Dimensions of existing structures,if any: Front N/A Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N/A Rear •- Depth Height Number of Stories s i 1 r � 8. Dimensions of entire new construction: Front Rear Deptli`1 �l+r; Height <35 Number of Stories 2 17 9. Size of lot: Front 125' Rear 150' Depth 186'__ m 10. Date of Purchase /—e 4 / G Name of Former Owner 11.Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law, ordinance or regulation: YES NO X 13.Will lot be re-graded YES NO X Will excess fill be removed from premises: YES NO X P O Box 1505 14.Name of Owner of premises Vincent and Donna Daley Address Southold,NY 11971 Phone No. (631)275-6785 Name of Architect N/A Address Phone No. 1 Name of Contractor Swim King Pools Address 471 Route 25A,Rocky Point,NY 11778 Phone No.631-744-8100 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent-Suffolk Environmental Consulting,Inc. (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 this knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to b e me this Q'U'q day 2018 G25>600t'grrPublic Signature of Applicant Matthew D. Ivans Notary Public of New York No. Ol IV6053S59 Qualified in Suffolk County Commission Expires January 22, 20/�j �-•,- , " : _. :BOARD 'OC�F�S,TOT! U7TI7i3OL°D;,TOWNTRUSTEES f' ' SOUl'HOLD� _ ,a NEW°YORK, PERMIT'NO. 9157 DATE: JANUARY 17,20 18 ISSU ; ;1,'VIN:CENT,& 1fiO�T1V_ -DALE_Y ,"'7..;•;t a;�' j A.+.k,, ��- f " } [ i •' °• 1:z. S•• 'V,i.,1 ' PROPER' Y�ADDRESS, 135,H1LL ROAD,°SOOUTIiO a i /''� Jj SCTMff.10U.0'='70-432 AUTHO�tIZA' ON" �4kiiant"to 'the p'rovis'ions of-Chapter 275'of-tlie'T`owii-'Code'of the Town of Southold and is accordance witti'ilie Resoltition'of-the board of Trustees adopteii at'<th`e'rifeeting`held on January 17,2018,and ' s _ in consideration of application fee in the sum of 250.00 paiii4by Vincent=&==Donna'Dalev'and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Bo I of Trustees authorizes and permits the following: Wetland Permit to construct a 480sq.ft.swimmin1.g-pool with a 475sq.ft.:pool patio elevated a minimum of 4'above grade in order to connected to existing deck; install a t15sq.ft.pool equipment area;and install a f50sq.ft.pool dry,Nell;with the condition,of a salt water system type pool; and adepicted on the ' I.:•=sign z.. �,,: _• .r .._ r. ri.. } survey prepared by Nathan Taft Coiiwm TIT Land Surveyor dated dWinber 7,20.17 and stamped approWed on May 23,2018;and the revised site plan prepared by Suffolk Enviroiimental Consulting, Inc. dated April 24 2018 and stamped approved on May 23 2018. Inc., P � ; � P Pp Y . 9 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, = and ittiese presents to be subscribed by a majority of the said Board as of this date.' � t r 'X. } II r, OF SUU�yOI Town Hall Annex Michael J.Domino,President John M.Bredemeyer III,Vice-President ~ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski �O Telephone (631) 765-1892 Greg Williams lyCOUNN, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 19, 2018 Vincent & Donna Daley P.O. Box 1505 Southold, NY 11971 RE: 135 HILL ROAD, SOUTHOLD SCTM#: 1000-70-4-32 Dear Mr. and Mrs. Daley: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 19, 2018: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9157 to increase the size of the proposed pool patio size to 625sq.ft. including the landing and steps in lieu of the approved 475sq.ft. pool patio; and as depicted on the survey prepared by Nathan Taft Corwin III Land Surveyor, last dated July 27, 2018, and stamped approved on September 19, 2018. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD/dd Glenn Goldsmith,President s®U� Town Hall Annex Michael J. Domino,Vice-President ,`®� ®�® 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III B Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� ® y® Fax(631) 765-6641 C®UNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1709C Date: June 16, 2020 THIS CERTIFIES that the construction of a 480sq ft swimming pool with a 625q.ft. including the landing and steps pool patio elevated a minimum of 4' above grade in order to connected to existing deck,• install a f15sq ft pool equipment area,• and install a f50sq ft pool drywell• with the condition of a salt water system type pool; At 135 Hill Road, Southold Suffolk County Tax Map#1000-70-4-32 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 1,2017 pursuant to which Trustees Wetland Permit#9157 Dated Jan 7 2018,was issued and Amended on September 19, 2018 and conforms to all of the, req irements and conditions of the applicable provisions of law. The project for wh ch this certificate is being issued is for the construction of a 480sq.ft. swimming pool wit a 625 .ft. i eluding the landing and steps pool patio elevated a minimum of 4' above grade in order to c nnectedto ixistin deck; install a f15s .ft. pool equipment area. and install a±50s .ft. pool d ell-, with the condition of a salt water system type pool. The certificate is issued to Vincent& Donna Daley owners of the aforesaid property. .s o Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY C Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny-gov NO PERMIT NECESSARY May 14, 2018 11/1r.-Vincen -Daley------ - -- ------ -------- --- - -- --- P.O. Box 1505 Southold, N.Y. 11971 Re: UPA#1-4738-01797/00003 Facility: 135 Hill Road, Southold, N.Y. SCTM# 1000-70-4-32 Dear Mr. Daley: The Department of Environmental Conservation (DEC) has completed a review of your proposal to construct a new swimming pool, patio surround, install a drywell, and add fence around pool. Based on the information you submitted, and our Field Biologist's site visit, this department has determined that the project is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5 (b) (#50)) as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law. Be advised, any additional work or modification to the project as described, may require DEC authorization (e.g. changing the footprint of your home, upgrading the sanitary system, etc.). Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sinc rel l Susan Ackerman Deputy Regional Permit Administrator cc: Bruce Anderson of Suffolk Environmental Consulting, Inc., BMHP, File Ev++Yowc Department of STATE OF ovroarunrn Environmental Conservation t S`f"otl. A. Russell ,�a°SU S ST0]KNIWA\T]EIK SUPERVISOR � - z AWA NA\�Gl]EM[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 4 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ULIN ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑H A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑R 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 erosion hazard area. ❑29 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 feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: Distr,ct 070 M!t- NAME: if$ A. Section Block ,.+ FOR BUILDING DEPARTMENT LY SE ONL • '_ Contact Information �/ S.3 7`S_/6 d i rrdrpnone n.,.n,„ Reviewed By: (2:ZM A--f — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — Approved for processing Building Permit. % l L-4•- Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — S0�1TF1 O`lb • /Vy 119-71 M Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 n (Property Owner,Design Professional,Agent,Contractor,Other) —y,-s— d51 �Q/r CHAPTER 236 -� _4 ST— Stormwater Management Control Plan CHECK LI�f etK section Block Lot w q copy of the Building Permit Applicatitn. NAME: � A. "' z S M C P -Plan Requirements: Provide ONE Plu,•e Pnnl rvv— Date: � The applicant must provide a Complete Explanation and/or Reason for not provaffiiig - S�'1•tel�O G.•��/$ °1 �'' all Information that has been Required by the following Checklist! �Igna IIIIC Tckplwnc Numbcr 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. 1W of the Site Boundary as required by§236-IVC)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. O e, Limits of Clearing & Area of Proposed Land Disturbance. =j 47 rp I f. Existing & Proposed Contours of the Site (Minimum z Intervals) F��0 :,; g. Location of all existing & proposed structures, roads, F—&#4'1 driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing & �` proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 qhall incl,1,10 W it not ba j. Location of proposed Soil Stockpile Area(s). A well s� - k. Location of proposed Construction Entrance/Staging Area(s). Genstruetion iti I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. DRAONS ARE REQUIRED Items requiring details shall include but not be limited to: Contact ToS-En—gineering at 765-1550 beforp a. Erosion & Sediment Controls. BaEktill, UR Provide En ineer,s Certification' b. Construction Entrance & Site Access. Ee7=� at the drainage has b een installed to Code. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) == d. Leaching Structures (e.g. infiltration basins,swales,etc.) FP=IL--Jl v --------- --:--. . . - "" FOR L•:NGINE ERIN ' EPmrrMENT USE ONLY***"* I Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 711t /8 SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 so�r�o! GC�GDdf DD Town Hall Annex Telephone( 365-1802 54375 Main Road ' P.O.sox 1179 o roger.richertCa towri sou oQ2010 d r��fis 7 Southold,NY 11971-0959 Q BUMDING DEPT. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN OF SOU'I`HOLD APPLICATION FOR ELECTRICAL INSPECTION QUESTED BY: 1\ 0o I-M a4'� I J\ gkr c'I©C Date: g I )rnpany Name: R'Z e i- 151 zc r'Cd �O,I� ,' T � Mme: Ut r i 0 -ense No.: N/,L, idress: i��j�- SAA Co. In AV Q_ 4 -7e1 1'00 J N > l I`1--( lone No.: -I-5o `" 6 5-5"5 )BS1TE INFORMATION: (*Indicates required information) lame: v °Fn7 DQL ddress: Q6 "41 5Ot l� N� icn i ,ross Street: (j�per � _ hone No.: ix-Map District: 1000 Section: `10 Block: Lot: 3Z RIEF DESCRIPTION OF WORK (Please Print Clearly) lease Circle All That Apply) Job ready for inspection: YES NO Rough In Final o you need a Temp Certificate: YES NO Dnp Information (If.needed) _ �? ervice Size: 1 Phase 3Phase 100 150 200 - 300 350 400 Other �W ew Service: Re-connect Underground Number of Meters Change of Service Overhead ditionai Information: PAYMENT DUE WITH APPLICATION 0 PI). �, r ��, ��►� ,��U. .,AfAP- o,4r flu . :EE atC CAI I ffifV),e'0VJjQr aes 82-Request for fnspeodon Form f5 r 1011y �e,5 n y Q S ix �oo�S �� ��-3�Z- rl /- � — 20 135 11871 t t•� `� III(..—.� ..� ...a t Nov - 6 2019 ^Gr. r 1 f � SURVEY Off' PROPERTY APPROVAL OF STORMWATER MANAGEMENT SI T UA TED A T CL7lpT O�PLAN "T n Cod Date: �-�_ haptQr 236 C� T T m T� 1� T� Approved by: S 0 lJ 1 1 O JLC D TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S. C. TAX No. 1000 ® 70 - 04®32 MROSION&SEDIMENT CONTROLS Shall include but not be limited to: SCALE 1 ��=20' A well maintained Construction Entrance, SEPTEMBER 9, 1997 Wire Backed Silt Fencing, stabilization & OCTOBER 2, 1997 REVISED PROPOSED HOUSE LOCATION Seeding of exposed and/or inactive soils. FEBRUARY 10, 2000 REVISED PROPOSED HOUSE LOCATION APRIL 8, 2000 FOUNDATION LOCATION DRAINAGE INSPECTIONS ARE REQUIRED DECEMBER 11 , 2000 FINAL SURVEY JUNE 18, 2007 UPDATE SURVEY Contact TOS Engineering at 765-1560 before NOVEMBER 7, 2017 PROPOSED POOL Backfill, OR Provide Engineer's Certification DECEMBER 30, 2017 LOT COVERAGE that the drainage has been installed to Code. MARCH 24, 2018 REVISE PROP. PLAN JUNE 5, 2018 POOL STORMWATER PLAN AREA = 33,331 sq, ft. (TO TIE LINE) 0.765 ac. CERTIFIED TO: VINCENT DALEY DONNA DALEY STEEL OR WOOD EXTRA STRENGTH FOFAI.IR POST (TYP.) REQ'D.WITHOUT WIRE ME36' HIGH POLE (MAX.) STEEL OR WOOD POST 10` MAX. O.C. SPACING _ W/WIRE SUPPORT FENCE FLOW 6' MAX, O.C. SPACING W/O WIRE SUPPORT FENCE •i.5�� -rT�' /\ \ ,., ,,,`� ,•, ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST 4' X 6" TRENCH W/ COMPACTED SILT FENCE DETAILS AKFlu 1107 70 SONE TRENCH DETML NOTE!;: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. I TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOT1 CHOSEN FOR STOCKPILING OPERATIONS gREA UND. REGRADING & VEGETATING DISTURBED AREAS. SHALL A DRY AND STABLE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT .LS. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS STABILIZE ENTIRE PILE 1 WITH VEGETATION OR COVER '0 L, STRAW BALES OR SILT FENCE SOIL STOCKPILE (NOT TO SCALE)_ TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 4, 2018) TYPICAL STORMWATER UNIT o' (NOT TO SCALE) MIXED SAND AND LOAM 2' FINISHED GRADE 6'THICK REINFORCED CONC. COVER BROWN SILT ML 6'SLAB 1'-0' 3. (JCONC. ) PIPE FROM POOL EQUIP. PALE BROWN FINE SW CRUSHED 3/4'- 1-1/2'STONE TO COURSE SAND bALL AROUND LEACHINREINFORCED4000 PSI8.5' E \ Pp�F` • .d r ° � v 1> o ODOR ooNeN� \ �1 DO,,' ` 06,�j cb° Lq ocao�,Agl� ST'r �G p�\ .1 Vtv _ e 4 / a 3 / 4 d (b 0 / a c04 1 cow /�, R �� °a 1 �' QG \�6,p• / �po0 / ova °�Q• 0:5'N o J C�cb 4 a,=� Q O °CS eogop oil 44p 1 STORY F °oog�° 4 a 4 M a 4�(`(•pRpA �B� �y0(�S °Q a • � o g. SF G 4 4 °: poo�i� �C�/q AROp N F gRgCF a e4 RpoSoR ry h qN a<pck '/CNG S�A p SAPS / 01 CiOxlo �,�oo ' gip, ry '0s• �_� to ML� y 0 V) 02 06 SNC O�jooG R�^!D AOD•.•,.'•••..::.• 3, / � . ..off;• .... .::.. . TEST HOLE P,4 000 �L P ti av P¢ � o1Q� �i 0 �\o / m e p�1i 7 X69 �Q 40 00 AL o JIL AL AL AL 25� o � n S6o IlksG a m� to opo= J o � R NS6�NFo 0-0�- dLAL /Noel- vi 0 C AL / .plc o�pqr/ \4NFAL �C �V cy�gTFR A IL l Z C � IL f AP ROVED AS NOTED ELECTRICAL <-DATE: .� B.p= 3� � INSPECTION REQUIRED TEE: BY: NOTIFY BUILDING DEPARTMENT -AT 765-1802- 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I.-.FOUNDATION - TWO REQUIRED" ,FOR POURED CONCRETE ' " 2. ROUGH - FRAMING & PLUMBING 3. INSULATION e®MAM; I. LYer , 4. FINAL - CONSTRUCTION MUST ENCLOSE POOL TO CODE'`= BE COMPLETE FOR C.O. UPON COMPLETION ALL CONSTRUCTION SHALL MEET THE i B ,FQRE;"WATER" REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF DRAINAGE INSPECTIONS ARE REQUIRED NEW YORK STATE & TOWN CODES Contact TOS Engineering at 765-1560 before AS REQUIRED AND CONDITIONS OF Backfill,OR Provide Engineer's Certification Izol ITU that the drainage has been installed to Code. wumao mm_ SOUTHOLD N PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY NOTES 1 • o 1. NO SOIL SURCHARGE PERMITTED WITHIN 4 FEET OF EXCAVATION AT THE SHALLOW END,OR 6 FEET OF EXCAVATION AT THE DEEP END. Q y �. 2. TH15 POOL MEEI3 THE REQUIREMENTS OFANSI/NSPI-5 "AMERICAN NATIONAL STANDARD FOR RESIDENTIAL INGROUNll SWIMMING \ " POOLS°AND1996BOCA CODE-SECTION421. DIVING EQUIPMENT IS NOTALLOWED. 3. SWIMMING POOLSHALL BE COMPLETELY AND CONTI NUOVSLY SURROUNDED WITH A BARRIER CONSTRUCTED IAW REQUIREMENTS OF CL SECTIONR326.5.3 OF THE INTERNATIONAL RE51DENTAL CODE(2016)AND INCONFORMITY WITH ALL SECTIONS OF THE SOUTHOLD {� 1420 TOWNCODE. ACCESS GATES SHALL COMPLY WITH 5FC.TiQNk526.5..2 OF THE:IRC AND BE SELF CLOSING,SELF LATCH ING AND BE SECURELY N A - 1420 LOCKED WHEN POOL 15 NOT 1N USE OR SUPERVISED. ALL GATES ARE TO OPEN AWAY FROM THE POOLAREA. 01-W 4. DURING CONSTRUCTION THE CONTRACTOR SHALL ERECTA TEMPORARY BARRIER AROUND THE EXCAVATION IAWTHE CODE OFTHE a TOWN OF SOUTHOLD. 5, POOLMUSCBE EQUIPPED WITH AN APPROVED POOLALARM CAPABLE OF DETECTING CHILD ENTERING THE WATERAND SOUNDING V Ica AN AUDIBLE ALARM WHEN DETECTED THAT IS AUDIBLEAT P00L51DEAND ATANO7I HER LOCATION ON THE PREM15ES WHERE THE POOL Z � � IS LOCATED. THE ALARM MUST"BE INSTALLED,MAINTAINED AND USED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. �4 N 4- THEALARMMU6TMEEfA5TMF2208 "STANDARDSPECIHCATTONFOR POOL ALARMS. THE DEVICE MUST OPERA fEINDEPENDENT(NOT ¢� L ATTACHED TO OR DEPENDENT ON)OF PERSONS. 5 a _ 0 B 6. 'POOL SUCTION FITTINGS(EXCEPT FOR SURFACE SKIMMERS)MUST BE PROVIDED WITH A COVER THATCONFORM5 TOASME/AN51 °` .�C� A112.19.8M ORA MINIMUM 19'x 23°DRAIN GRATE ORA CHANNEL DRAIN SYSTEM, POOL CIRCULATION SYSTEM MUST BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF IN THE EVENT THE GRATE COVERS LOCATED WITHIN THE POOL BECOME M1551NG OR BROKEN. SUCH PLAN VACUUM RELIEFSY5TEMSSHALL CONFORM WITH ASMEA112.19.17 OR BEA GRAVITY SYSTEM APPROVED BY THE TOWN OF SOUTHOLD. NTS POOLSHALL BE PROVIDED WITH A MINIMUM OF2SUCTION FITTINGS OFTHE ABOVE MENTIONED TYPE. THE SUCTION FITTING5 SHALL BE SEPARATED BYA MINIMUM OF 3'AND MUST BE PIPED SUCH THAT WATER 15 DRAWN THROUGH THEM SIMUITANEOUSLYTHROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP(OR PUMPS) VACUUM/PRESSURE CLEANING FITTINGS SHALL BE IN AN ACCE551BLE POSITION,MINIMUM OF 6'AND NO GREA rETHAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR BEAN ATTACHMENTTO THE SKIMMER/5KIMMER5. ravREvcoNcvErE WALLS WRI112'VINYLCOVEMD CONCRETE END S7EP5 7. ALL ELECMICAL WORK$HALL COMPLY WITH T14 E REOLA REMENTS OF NFPA 70(NEC)PRINCIPALLY ARTICLE 680 AND THE I RC SECTIONS 4201 TI-(ROUGH 4206.ALL ELECTRICAL DEVICES MUST BE APPROVED BY UNDERWRITERS L.ABORATORIE5 AND BE PROTECTED BYA n GROUND FAULT CURRENT INTERRUPTER(GFCU CURRENTCARRYING ELECTRICAL CONDUCTORS EXCEPT FOR THOSE-PROVIDING POWER GJ ^ TO POOL LIGH(ING AN D POOL EQUIPMENT SHALL MEET THE SEPARATION REQUI REMENT3 OF TABLE E4203.5. ALL METAL ENCLOSURES, Li ? FENCES OR RAILINGS NEAR ORAD)ACENTTO THE 5WIMMING POOLTHATMAY BECOME ELECTRICALLY CHARGED DUET'O CONTACT Z 2'w4':"U Dorrorn w WITH ANELECIRICAL CIRCUIT SHALL BE EFFECTIVELY GROUNDED. - o S. WATER SOURCE FILLING THE POOL SHALL BE EQUIPPED WITH A BACKFLOW PROTECTION DEVICE IAW NYS PLUMBING CODE 608. 1-20 o SECTION 9. ALL PIPING 15DIAGRAMMATIC UNLESS OTHERWISE STATED. 10. WALKS IF PROVIDED SHALL BE NON5LIPAND SLOPE AWAY FROM POOL EDGE. Q 11. A MEANS OF EGRESS FOR DEEP AND SHALLOW ENDS MUST BE PROVIDED IAW ANSI/NSPI-5 SECTION 6. v 2 Ln 01 TOP of WALL warER UNC 12_. CONTRACTOR TO PLACE THE POOL IAW TOWN OF 5OUTHOL D CODE SETBACKS. o 13. ALL DRAINAGE FROM THE POOL5HALL BE MAINTAINED ON THE SUBJECT PROPERTY. 4' VARIES 4! 15• THE DESIGN 15 BASED ON A DRAINAGE 501L WITH 00%SILT. GROUND WATER SHALL NOT EXI5T WITHIN THE EXCAVATION, IF GROUND WATER EXISTS WITHIN 6'-0"FROM GRADE,DEWATERING FACIUTIE5 WILL BE REQUIRED. �(Y m 16, ALL GAS AND OIL HEATERS(IF INSTALLED)FORTHE INGROUND SWIMMING POOLSHALL BE NATIONAL APPLIANCE ENERGY CONSERVATION ACT(NAECA)COMPLIANT. POOL HFAER5 SHALL BE TESTED IAW ANSI 221.56 AND SHALL BE INSTALLED IAW NUFACTURERSSPECIFICATION5. OIL FIRED IAW UL76, POOL HTERS$HALL BE LOCATED OR SECTION B GUARD DTOP O ECTAGAIN5 AC IPENTALCONTACTO OF RFAESBYOL HFATER5 511ALL BETEDPERSONS?POOLHEATTEERSSHALLBEPROVIDEDWITH u TEMPERATVRFAND PRESSURE-RELLEF VALVES, FOR HEATERS NOTPROVIDED WITH AN INTEGRAL BYPASS SYSTEM. A BYPASS LINE SHALL �": BE INSTALLED FROM INLET TO OUT LETTO ADJUST WATER FLOW THROUGH THE HEATER. POOL HEATERS SHALL BE PROVIDED WITH THE LLI 00 FOLLOWING ENERGY CONSERVATION MEASURES: 00 16,1 AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH HEATING SYSTEM, 16.2 ALL POOL HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASYACCE55 TO ALLOW SHUTTING OFF THE OPERATION OF THE HEATER WITHOUTADJ V5TING THE T H ERMOSTAT SETITNG AN D TO ALLOW RESTARTING WITHOUT RELIGHTING THE CHECK VALVE PIL.OTLIGHT. 5 2�2' _ 16.3 HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A POOL COVER(EXEMPTED FROM THIS REQVIREMENTARE OUTDOOR POOLS WMv FROMSKUIMER DERIVING 20%OF THE ENERGY FOR HEATING fROM RENEWABLE 5OURCE5 AS COMPUTED OVF.RAN OPERATING SEASON) F 101 16.4 TIME CLOCKS SHALL BE INSTALLED SO THE PUMP CAN BE SEI'TO RUN DURING OFF-PEAK ELECTRICAL DEMAND PERIODS AND CAN BESET h $ _ TO RUN THE MINIMUM TIME NECE55ARY TO MAINTAIN THE POOL WATER IN A CLEAN AND SANITARY CONDITION IAW APPLICABLE e� :: COPINNGAND )WALKWAY SANITARY CODE OF NEW YORK STATE, )�'jMOTHE � navwcli P; AU WATERLINE1-----4 GRADE 17. THIS DRAWING 15 FOR STRUCTURAL 5H ELL ONLY. ALLACCESSONF5ANDAPPVRTENANCESAPE DEFINED BYOTHERS, W GP 18. BACKFILL WITH CLEAN EARTH,FREE OF ROOTS AND DEBRIS. DO NOTALLOW THE HEIGHTOF BACKFILLTO EXCEED THE HEIGHTOF THE `1c vNDlstvRBED EART ' WATER IN TH E POOL BY MORE THAN 8', OR THE WATER TO EXCEED BACKFILL BY MORE THAN 0' DIVEPVALVE ER O VALVE 3500 PSIPOVRED CONC. •� '. `rvW 19. PLACE CONCRETE ON SANDY TO LOAM SOIL REMOVE ANY CLAY DEPOSITAND REPLACE W/COMPACTED CLEAN BACKFILL F 4/y/ B/e'REBAR.2)TYP O f7LTER VINYLLINER 20. THERE IS NO MAIN DRAIN IN THIS POOL, SUCTION FOR POOL WATER CIRCULATION IS PROVIDED BY'fHE SKIMMERS ONLY. THIS MEETS 0�9 Off' 2'TO 4°SAND y .REO.UIREMENTS OF THE IRC-SECTION R326.6 FOR ENTRAPMENT PROTECTION, /��' _ <, C9 21. THE DOOL WAS DESIGNED IAW THE FOLLOWING; n..�t• f�;Lys ', 21.1. THE INTERNATIONAL RESIDENTIAL CODE(IRC)-CHAPTER 42(2016) - q� m LULL L 21.2. THE INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE-SECTION R403.10(2015) / TOREFVRNs VERTICAL3/8'RE9AR03'O,G Z•3• TH E I NTERNATIONAL FUEL GAS CODE(2015) CHECK VALVE J (NOT5HOWN) 21.4. THE NEW YORK 57AE CODE SUPPLEMENT-SECTION M26 (2017) 21.5. THE NEWYORK STATE SANITARY CODE, WALLSECTION 21.6. ANSI/N5PI-S STANDARD FOP,RESIDENTIAL IN-GROUND SWIMMING POOLS. Q 08841 ��e\ PLUMBING SCHEMATIC N.T5 21.7. BOCACODE-5ECTTON421. S` N.T.S. 21.8. CODE OF THE TOWN OF SOUTHOLD. AROFES 22. ALL BACKWASH TO BE SELF-CONTAINED ON-SITE. 34' !V OTES 1. NO SOIL SURCHARGE PERMITTED WITHIN 4 FEET OF EXCAVATION ATTHE SHALLOVI 2, THIS POOL MEETS THE REQUIREMENTS OF ANSI/NSPI-S "AMERICAN NATIONAL STA POOLS"AND 1996 BOCA CODE-SECTION 421. DIVING EQUIPMENT IS NOTALLOWED. 3. SWIMMING POOL SHALL BE COMPLETELY AND CON'1"INUOU5LY SURROUNDED WITH SECTION Ri26.5.3 OF THE INTERNATIONAL RESIDENTIAL CODE (2016)AND IN CONF 1420 TOWN CODE, ACCESS GATES SHALL COMPLY WITH SECTION R326.5.2 OF TH E IRC AN Wo LOCKED WHEN POOL 15 NOT IN USE OR SUPERVISED. ALL GATES ARE TO OPEN AWA A 4. DURING CON5TRUC'TLON 1"hiE CONTRACTOR SI-IALL ERECTA TEMPORARY BARRIER/ m rOWN OF SOUTHOLD, 5. POOL.MUST BE EQUIPPED WITH AN APPROVED POOLALARM CAPABLE OF DETECTIN AN AUDIBLEALARM WHEN DETECTED THAT IS AUDIBI.E AT POOL51DEANDATANO IS I.00A'TED. THE ALARM MVSf BE INSTALLED,MAINTAINED AND USED IN ACCORD/ THE ALARM MUST MEET ASTM 1=2208 "SFANDARDSPECIFICATION FOR POO LAIARA ATTACHED TO OR DEPENDENTON)OF PERSONS. 6, 'POOLSVCTION FITTINGS(EXCEPT FOR SURFACE SKIMMERS)MUST BE PROVIDED WIT[ A112.19.8M ORA MINIMUM 18"x 23"DRAIN GRATE OR A CHANNEL DRAIN SYSTEM. ATMOSPHERIC VACUUM RELIEF IN THE EVENT THE GRATE COVERS LOCATED VVIT'HII PLAN VACUUM RELIEF SYSTEMS SHALLCONFORM WIT]-]A5ME A112.19:17 OR BE A GRAVITY N'15 POOL5HALL BE PROVIDED WITH A MINIMUM OF 2 SUCTION FITTINGS OF THE ABOV SEPARATED BYA MINIMUM OF 3'AND MUST BE PIPED SUCH THAT WATER 15 DRAWP VACUUM RE;LIEr-PROTECTED LINE TO THE PUMP(,OR PUMPS) VACUUM/PRESSURE I POSITION,MLNIMVM OF 6"AND NO GREATERTHAN 12"BELOW THE MINIMUM OPE THE 5KIMMER/SKIMMERS. POMP CONCRETE• WALLS W 111172'VINYL COVERED COMCRETE END MP5 7, ALL EL,GCTRICAL WORI45HAI.L COMPLY WITH THE REQUIREMENTS OF NFpA 70(NE( 4.20111 -IP 4.206. ALL ELECTRICAL VICE MUST BE APPROVED BY UNDERWRI'I hI GROUND FAULT CURRENT INTERRUPTER(GFCI) CURRENT CARRYING ELECTRICAL C `� TO POOL I.1alTING AND POOL EQUIPMENT SHALL MEET THE SEPARATION REQUIRE FENCES OR RAILINGS NEAR ORADIACENT TO THE SWIMMING POOL THAT MAY$EC 2'-to 4'5AND aonpM ? WITH AN ELECTRICAL CI RCUI T SHALL BE EFFECTIVELY GROUNDED, S, WATER SOURCE FILLING THE POOL SHALL BE EQUIPPED WITH A BACKFLOW PROTE+ 5EC. ION A 9. ALL PIPING 15 DIAGRAMMATIC UNLE550THERWI5E5TATED. 10. WALKS IF PROVIDED SHALL BE NON51.1P AND 51-OPE AWAY FROM POOL.EDGE. 11. A MEANS OF EGRESS FOR DEEP AND SHALLOW ENDS MUST BE PROVIDED IAW ANSI/ TOP OF WALL WATER UNE 12. CONTRACTOR TO PLACE THE POOL IAW TOWN OF SOUTHOLD CODE SETBACKS, 13. ALL DRAINAGE FROM THE POOL SHALL BE MAINTAINED ON THE SUBJECT PROPERT a vaR.ics 4' 15. THE DESIGN 15 BASED ON A DRAINAGE SOIL.WITH<10%SILT. GROUND WATER SHAT WATER EXISTS WITHIN 6'-011 FROM GRADE:,DEWATERING FACILITIES WILL BE RECZUI! � h 16, ALL GAS AND OIL HEATERS(IF INSTALLED) FOR THE INGROVND SWIMMING POOL CONSERVATION ACT(NAECA) COMPLIANT. POOL HEATERS SHALL BE TESTED IAW S ECTI O�I MANUFACTURERS SPEC]FICATIONS. OIL FIRED POOL H GATER5 5HALL BE TES'T'ED IAV' GUARDED TO PROTECT AGA INST ACCIDENTAL CONTACT OF HOT SURFACES BY PER! TEMPERATURE AND PRESSURE-RELIEF VALVES. FOR HEATERS NOT PROVIDED WITH BE INSTALLED FROM INLET TO OUTLET TO ADJUST WATER FLOWTHROUGH THE HE FOLLOVVINC ENERGY CONSERVATION MEASURES: 16,1 AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH HEATING SYSTEM. 16.2 ALL POOL HEATERS SHALL BE EQUIPPED WITH AN ON--OFF SWITCH MOUNTED FOR OPERATION OF THE HEATER WITHOUTAD)USTINGTHETHERMOSTATSETTINGANI C14ECK VALVE PI LOT LIGHT. 16.3 HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A POOL COVER(EXEMPTED FI PUMP-- FROM SKIMMER DERIVING 20%OF THE ENERGY FOR H EATING FROM RENEWABLE SOURCES AS COM �oN 16.4 TIME CLOCKS SHALL BE INSTALLED SO THE PUMP CAN BE SET TO RUN DURING OFF-. �„-- TO RUN THE MINIMUM TIME NECE55APYTO MAINTAIN THE POOL WATER IN A CLI COPINGANC>WAUMAY SANITARY CODE OF NEW YORK STATE. 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'{Jr,/;.� 1r rnnf!},x,,,\,•f� r i,{,.'�,.•Gr:Y{,.f../nj A!r✓�, .rf,CJS+'y hf!;}•�•(ry,�Sy 7'.S� /r Y. /rr,� ..•!r� J yn,rtJrY!!! • � � � Y '.x„'�rAtf wn y j,J s{rr •r� • • .h . n'~ r,t•'r f?~�T� •C�'.t .� �, y r ,�r.''��r r ren �• . • .. ,,,r 'T rr. ,(,r{ ,�y ,{r wrS,, N^, d y'4'•y{ n,X.. .t i r y<.� �, ,r y ,�,I y r L }<. -. ,,'n ,, n„rAy r • EXISTING WOOD DECK PROPOSED EAST ELEVATION - N FENCE Scale: 1.0" = 5.0' ± EL. 9.5'± 27' +- (4'High) PROPOSED EL. 9.oPROPOSED c (max) -��- -- PATIO PATIO EXISTING cn ;.Q GRADE -- PROPOSED STEPS& - PLATFORM PROPOSED � w I EL.10.0' SWIMMING POOL d' --------------- o a TYPICAL c COMPACTED GRAVEL BASE LANDSCAPE BLOCK c Z (w/filter cloth) o z g N z � *NOTE: Assumed Topographical Elevations obtained from the Suffolk County Geographic Information System. E a • 0 4 EXISTING WOOD DECK SOUTH ELEVATION cn o 0 0 PROPOSED STEPS & Scale: 1.0" = 5.0' ± x PLATFORM EL 9.5' ± G pill 11 1 11 10 PROPOSED a PATIO EXISTING PROPOSED X. G DE C w' M W 0 1.5' CL4 E VJ PROPOSED ' SWIMMING POOL -.. .... .................. _......._.._._..__._ _ _______________ __.-. O + TYPICAL ^' COMPACTED GRAVEL BASE LANDSCAPE BLOCK •L (w/filter cloth) < < E *NOTE: Assumed Topographical Elevations obtained from the Suffolk County Geographic Information System. *NOTE: Proposed Pool Fence NOT shown for clarity. ed A ri] D U SURVEY OF PROPERTY SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No . 1000-70-04-32 W SCALE 1 "=20' SEPTEMBER 9, 1997 OCTOBER 2, 1997 REVISED PROPOSED HOUSE LOCATION W FEBRUARY 10, 2000 REVISED PROPOSED HOUSE LOCATION APRIL 8, 2000 FOUNDATION LOCATION �i DECEMBER 11 , 2000 FINAL SURVEY t„ �ROtiAAyO .709 JUNE 18, 2007 UPDATE SURVEY F ti 8�x DOCEMBER , 2017 PROPOSED POOL , COVERAGE MARCH 24, 20182017 R VISEOTPROP. PLAN JUNE 5, 2018 POOL STORMWATER PLAN 30�• JULY 27, 2018 REVISE PROPOSED PATIO NOVEMBER 20, 2019 FINAL SURVEY ON POOL AREA = 33,331 sq. ft. (TO TIE LINE) 0.765 cc. O� SS • �� CER TIFIED TO: 1 S .7.10 c AJ Q VINCENT DALEY o Q)o, Q� DONNA DALEY ° MIV As� \�YjRFS a..e • ,� . q�� ,� �( Id Vq� •OFpgVF !' S�nn ��J '� > 1\� F O G e •.", 4 \ •OOH \V 6F • 3 Ile qpN �4.. •,•a.°. O �/Ri 1 (T O SFP k wqC (N TgNk C ,2 / v P 0.5'W. 1 ,�y � f•Y OG.. ti Gw / ST 00 O\ � �\[ �Q ear I3,s, wO00 PoI�R >>•0 e ° CY) d a A, ` FRgMF4 A a a .d d. ? 0.9' G4'?4 f a Fcc;�N ° a .Q a e pA0 CV h @COC a . FDF r v K CURQ d S p p00C s B', ^' MFNT A 5 32.�• ° / ti w00 S�OpOQ o, / \ N > b 10 IS, v 38 pAT/0 k'O° h h OFC W TFps N 308 / ^ �Nc 3q y Vie' 12.3, / RONNO pOOC ry y / sll�' / / / M�qC FFN�F PAVER PATIO 4 cl� q m Q� J W All illi. o� �� � 211'0 S6°S 1i � ✓GtiFI A0. l PREPARED IN ACCORDANCE WITH THE MINIMUM 6� / X90 �� ��, �r I Q STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 0 M q BY THE L.I.A.L.S. AND APPROj/�� ANb'ADOPTED 's \ 2 T)FNTq<OOFR�/ Q TFORSUCH USEITLE ASSOCIATIONY ;HCHC�r > tJhl,,ISTATIf v � � tk AF ice: 7" FCO \<44,z' 4r) 140 qT/Nc yFg1\ c `� ^ N.Y.S. Lic. No. 50467 �ql R M . F UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin i ^ qR� � � TO THIS SURVEY IS A VIOLATION OF }. SECTION 7209 OF THE NEW YORK STATE ll EDUCATION LAW. / COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE [AND SURVEYOR'S INKED SEAL 1 s EMBOSSED SEAL SHALL NOT BE CONSIDERED O TO BE A VALID TRUE COPY. 69, CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATED AT SOUTIHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-04-32 ►� -� SCALE 1 "=20' r� SEPTEMBER 9, 1997 0 OCTOBER 2, 1997 REVISED PROPOSED HOUSE LOCATION FEBRUARY 10, 2000 REVISED PROPOSED HOUSE LOCATION '� ipOrypp�O /09�,X APRIL 8, 2000 FOUNDATION LOCATION rr^^ DECEMBER 1 1 , 2000 FINAL SURVEY v1 ti JUNE 8, 2007 UPDATE 1- 4Sss>> NOVEMBER 7, 2017PROPOSED POOL �l � DECE MARCH 24, 2018 REVISE BER 30, 2017 OTPROP. PLAN JUNE 5, 2018 POOL STORMWATER PLAN Q� AREA = 33,331 sq. ft. \ p°� (TO TIE LINE) 0.765 ac. CER TIFIED TO: X1`0 Np \ �� • • ��� l���� VINCENT DALEY O, �� q0�' Y DONNA DALEY !� y M \,RFS v� d` \ Fpc • `Q / `� ' F of .: � s •�S' �� � STORMWATER MANAGEMENT NOTES: STEEL OR WOOD • a •• 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION EXTRA STRENGTH FILTER FABRIC POST (ttP.) MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING REO'D. WITHOUT WIRE MESH SUPPORT =e" HIGH POLE (MAX.) STEEL OR WOOD POST So • '•: •. AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACING ycFR �cp 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W/WIPE SUPPORT FENCE FLOW ° • A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 6'MAX. O.C. SPACING Sic�r • �, . 7 n• U.S. SIEVE X20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/O WIRE SUPPORT FENCE .--• AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. •Q THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS F1pR O'. OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION UNTIL ALL eF(oi �.• DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS a..: r7 goq'1' °j. TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE e a, RoNloe SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THEATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST / "•. SCREEN IS REMOVED. /\�/ 4" X 6" TRENCH `( (Fq a 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, \� ^'\ \\ �� ��\ /� W/ COMPACTED 0/ pools Wo / ` A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BACKFILL I/ \ �\ SILT FENCE DETAILS '' • '• BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT � NOT To SCALE 3 ° ° SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TRENCH DETAIL. i � 0 / ! Co spo SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NDgS; SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED O ov NC�hp k/RF \P0. Tjj9FFv(dp4 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE EAR SILT FENCE AFTER CH ISTORM ZE NEVENT DING EAND IREMOVE SEDIMENTENCY. INSPECT WHEN INECESSARY. REMOVED R ° m \ OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW b, SFp wq4 0J� Ala SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED OFF-SITE TRANSPORT. ary' 74, /C s / a 0.5 W. I \ UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOTES: Off' 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS W \ REGRADING do VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. ,0�00 o� S. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. / / GP .4 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH �� e,0 /� A w ON THE PROPOSED RESIDENCE. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT Ob Ro `O JU�� 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH ` �0 0�c Ig W,000P o 7� / L(/ CO 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. y 5 poR l� ° Q a. �U OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AND REQUIRED PERIOD OF USE. 2 4V� 3 H h ^ 4, d'Z�'Q• A FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. SLOPE OR LESS Z?' 40 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STABILIZE ENTIRE PILE 1 y U N SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW WITH VEGETATION OR COVER .l" .t .b .b .l• okT " d�>' IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF �i FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE STOR e0Q ' a Y A 4 ,A a VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO J, 14, FR a TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING AMf H PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION g, OUSE. .4 . a A •. • AND GROWTH. DF pR 16 .\ o cF C a. . .a _ A A 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA �, 14, p00Rr`Y`CC 8 pF0 pR0 N e ARAr'f h~' 6F�c�gA e�aC • , ! THAN VEGETA 1TISQUAREEFOOT WITFINCSIZEIGUOUS UNVEGETATED AREAS NO LARGER �j ,� p K C A 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR RpoSoQ pj°os "'' . 0• URe SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF FS Rpp� F A5 3Z�, OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO ¢ /g QU/p [I� THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, /9N�NGSBE PLACED ACROSS THE DRIVEPS IV I01 CONSTRUCTION ACCESS WAYSAT THEOR RECYCLED CONCRETE BA , LACCESS POINT ALONG THE ROADWAY OR 0 STeps 1� T eONG10 X 3, STRAW BALES OR SILT FENCE t�=p SOIL STOCKPILE >.ry >o. r ��s 0z 10 NIL 1'D�Y�THYDUT pllopAR, (NOT TO SCALE) ^ Ll_NE SHEET GWITH � v co / \ ep a 4� (70 / .......... a _TES T HOLE DA TA p 3.. (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 4, 2018) ���RFF�Fo :.R bos:::.. IMPERVIOUS LOT COVERAGE TYPICAL STORMWATER UNIT / N�4 goC yo oo::::: :: 3, UPLAND LOT AREA = 31,065 sq. ft. o' (NOT TO SCALE) .� MIXED SAND AND LOAM p TEST HOLE DESCRIPTION AREA % LOT COVERAGE Z. FINISHED GRADE 6"THICK REINFORCED CONC. COVER BROWN SILT ML 6"SLAG m-0" (maX) HOUSE 2,960 sq. ft. 9.5% 3' p Opo F��G Q O b PIPE FROM POOL EQUIP. FRONT& STEPS PORCH 275 sq. ft. 0.9% / SOP OCF 9Q O `y QQ REAR DECK 960 sq. ft. 3.1% PALE BROWN FINE SW ALL SAROUND 4"- 1-1/2"STONE 4Cl Q \ �+ o & STEPS TO COURSE SAND 0" ' \ �s BRICK WALK a LEACHING RINGS ,�O / 2 �/�,��r� & DRIVEWAY APRON 310 sq. ft. 1.0/ REINFORCED PRECAST 28A SONC. w� m ��^�� I��i 1 O �/ �I� 3'-0" 4. (mi n) ee �� L1 �Q PROPOSPED POOL 525 sq. ft. 1.7% v�/ '" ^ ��'14 s �'�'��'q PROPOSPED PATIO & 520 s ft. 1.7% B.s' o � 0 / X69 pAc� ��, j Ww STEPS LANDING q" a 2 �82J 1TOTAL 5,550 sq. ft. 17.9% WATER IN PALE BROWN SW GROUND WATER 11Lf� aQ. FINE TO COURSE SAND ' — GO_ IAJ 17* iL 4 j^o A ^� 1L G;-Vo 0 (30 Al aL TSO L O S60AL � NF?� -10 1PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED d F'Qy� Q BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND SLZ? AL N°6 '� Q TITLE ASSOCIATION. � iL Cl-, _ o , �. \ w� „ x u s- �TF G ° e i 1 F.4o \ F il icy. ((� �, {- r. , '��,.,• r Y.S. Lic. No. 50467 �Y �ql �11L , yqp� 1 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE S III EDUCATION LAW. Land Surveyor I O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED 9TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-082A SURVEY OJT PROPERTY SITUATED AT SOUTHO]LD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK W S. C. TAX No. 1000 - 70-04-32 SCALE 1 "=20' SEPTEMBER 9, 1997 OCTOBER 2, 1997 REVISED PROPOSED HOUSE LOCATION FEBRUARY 10 2000 REVISED PROPOSED HOUSE LOCATION �RpNAAeo �098,X APRIL 8, 2000 FOUNDATION LOCATION rrl� ` DECEMBER 1 1 , 2000 FINAL SURVEY �1 ti 8, 2007 UPDATE SSS>> NOVEMBER 7, 2017PROPOSED POOL So•• DECEMBER 30, 2017 LOT COVERAGE MARCH 24, 2018 REVISE PROP. PLAN JUNE 5, 2018 POOL STORMWATER PLAN JULY 27, 2018 REVISE PROPOSED PATIO °. ...•.a ' ...•..a•• Q AREA = 33,331 sq. ft. (TO TIE LINE) 0.765 CIC. CER TIFIED TO: Ir000 otico \ 7 O O� VINCENT DALEY .O DONNA DALEY \F�ti4. -0 F P,. p l N t'q R '9�,�.hr• ••r�t�FJ• '�J y \ STORMWATER MANAGEMENT NOTES: 1\ •..,a . � STEEL OR W000 b YYY 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION EXTRA STRENGTH FILTER FABRICPOST (TYP.) \ �> MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING REO'D. WITHOUT WIRE MESH SUPPORT 36" HIGH POLE (MAX.) STEEL OR WOOD POST yqr Sp • AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. D.C. SPACING 3 �c`�RR �p <'• 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W/ WIRE SUPPORT FENCE FLOW \ vy, • c A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 6• MAX. O.C. SPACING Sid T • °•;�� 1. n• U.S. SIEVE 120) SHALL BE STAKED AT THE LIMIT OF CLEARING W/o WIRE SUPPORT FENCE ..•"`n..._ AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. r \ S THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS _ nov 4 �O OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL y'\�\ _ '"`�\\n, S eF(o .• DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS " ~— f %\/%� h qp 6 ,.,. TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE Q a. Roy�oC� SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE '' " TATTACH O UPSTFILTERREAM SFA RIC SECURELY w / SCREEN IS REMOVED. / 4" X 6" TRENCH y'P a 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, _7775 /7371730\31 �''s �� / \\\ I C Pp�CF// ° .:\�/� /\\ /��/ W/ COMPACTED ILL A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL "'` �I� \ O�SHG • \��\��\\j /\ SILT FENCE DETAILS 1 ° a '4 BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT NOT TO MAX ° SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES enPo SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS cp TRENCH DETAIL• tic oG Gu I9<f NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) O 0> �allo w/RF \F kfAFTER e AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE EACH MAXIMISTORMZE NEVENTDING EAN01 REMOVE SEDIMENT ENCY. INSPECT DWHEN INECIESSARYLT CE REMOVED " \ OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW *01 �ry lqN�/C 3 kwA(k / �v�, P °' DSW I SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED OFF-SITE TRANSPORT. " \ UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOTES: TO BE USED WHERE TOPSOIL IS NECESSARY FOR 0 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS CV WOp 0v : \ REGRADING 4 VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. V ---16.0. D p 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE \6,p. "[PS 2 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 4Q vP 4 ',24 0 ' 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND / \ 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ON THE PROPOSED RESIDENCE. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 4 0 PILE SHALL BE SURROUNDED WITH EITHER SILT \O Gj O R00F 0 JU��. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH O uti Wp 0� 0 / < CO 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. rr O a 2 js' Opp R �' �U OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AND REQUIRED PERIOD OF USE. ORCy h ^ /?•4' �° .a �� `� FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. SLOPE OR LESS If) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STABILIZE ENTIRE PILE 1 y a U N SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW a�7' IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF WITH VEGETATION OR COVER .t, .1. .i• .b .i, W �� o u'2 ° FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, w M" .23 er°2a a. a WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO Y FRA'�f /YPEME OF RFORMED DAR, TEMPORARY MULCH SHALL BE AS SOON AS WEATHER CONDITIONS PFAVOR GERMINATION PLIED AND FINAL EEDING v' O e `e ° AND GROWTH. J' 4 Q7, USF & d° e A e 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 859 AREA F R 1' 0.9. G C' . , PO��Yp��O'5 1s �9 gRgG ,� BFPO/ e . °' VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER �4 ��A A-, N f BOCK C" ° e 11. ALL THANCONSTRUCTION ACCESS 1 SQUARE FOOT IN WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR Rp RO p 6, CV ARB SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF 11, 5 32�, Q OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO y -- A AVN THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, /N STEpO OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR W p S Q� 1O, CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. • STF°S 1O x 3, STRAW BALES OR SILT FENCE 36( ry 'p ti 'ps �0 10 MIL�p Y�b"CE I., (NOT TOSTOCKPILE SCALE) N NE`LEETIN ITH Do fck �y TEST HOLE DATA. . ::::.. F�NRF OSFD :/!V 'p�'0o IMPERVIOUS LOT COVERAGE (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 4, 2018) lvC�o 0, !/DpFD UPLAND LOT AREA = 31,065 s ft. , TYPICAL STORMWATER UNIT Stj 0� 9 :: ,.::::::.:.... q' D (NOT TO SCALE) lQ� MIXED SAND AND LOAM p ^ { _TEST HOLEDC7 DESCRIPTION AREA % LOT COVERAGE 2' FINISHED GRADE 6"THICK REINFORCED CONC. COVER Y J2 BROWN SILT ML 6"SLAB t'-0' t �Y�\� ^ HOUSE 2,960 sq. ft. 9.5% 3' p Opo Fv�� O O PIPE FROM POOL EQUIP. � "C) SFo gg p�ak� IZ) w FRONT EPSORCH 275 sq. ft. 0.9% 6'-0" / OQ v�n�o \ " A �� REAR DECK 960 sq. ft. 3.1 Y. PALE BROWN FINE SW .p ALL AROHED 3 4'- 1-1/2"STONE Gv v Q N QP-, Y �+ �Q & STEPS TO COURSE SAND r U�QOo P �w BRICK WALK 310 sq. ft. 1.0/ REINFORCED PRECAST CONC. 0 & DRIVEWAY APRON 3'-D. 4 LEACHING R1RINGS8DAYS 3'-D" PROPOSPED POOL 525 sq. ft. 1.7% 2 �^ ,�i �'' �j (min.) 4 O hIm m ^� R 69� Q�'q PROPOSPED PATIO & 625 s ft. 2.0% 8.s pl .�/ pfc j W STEPS LANDING q • E TOTAL 5,655 sq. ft. 18.2% WATER IN PALE BROWN SW GROUND WATER >llli `Qat FINE TO COURSE SAND Q� _GO IL 10 0 17' '111` LL o ROS Q 'V /� s� She \ /' °���0C,1-�6O ?oNM''ITgs� � O PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 'Y .14 STANDARDS THE I NAPPROVED co FFORSU HUSE BYTTHENEWAND ADOPTED E LT &41,171h AND TITLE ASSOCIATION. C1101" 1L OEC y, �.a• ``.,,;, ;1 �,,..°'µ,`rv�' k Cyd +11y� N.Y.S. Lic. No. 50467 glF.R ' . h UNAUTHORIZED ALTERATION OR ADDITION SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OIII F EDUCATION LAW. Land Surveyor ASO THE ILAND ES FSURVEYORSTHIS �INKE �/D SEAL OR MP NOT RING EMBOSSED SEAL SHALL NOT BE CONSIDERED ♦♦♦ y •<?9TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Loyo, LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631727-2090 FOX (631)727-172 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jannesport, New York