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HomeMy WebLinkAbout42210-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application C7Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form 6 Contact: Approved_J 20 m , a Mail to: C.4 a/ Disapproved a/c Phone:— Expiration ,20 Tp 5etO] PPLICATION FOR BUILDING PERMIT Date r 20 INSTRUCTIONS "T a. � I I, T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate pX rap o 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 IS months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises p• f i (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. kw �bedeax 1. Location of land on which pros House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction;. a. Existing use and occupancy b. Intended use and occu,pancy & ze.a Cit. 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 Depth Height Number of Stories_ - 8. Dimensions of entire new construction:Front Rear +D" PP" 1 Height Number of Stories uW. 9. Size of lot:Front_ Rear_ Depth 10.Date of Purchase Name of Former Owner - 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13. Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO_ 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15a Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES_ZNO YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly swom,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 wil I be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant 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: I_ 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. New Construction: Old or Pre-existing Building: (check one Location of Property�.. ..._ House No. Street �. mm . ...._ Hamle.... t Owner or Owners of Property: .. Suffolk County Tax Map No 1000, Section ' Block Z Lot Subdivision _ Filed Map. _ Lot: Permit No. � Date of P � � ermit. Applica:nt: Health Dept. Approval: Underwriters Approval: ...-..w..._ - ..... ... _...r .... .._.� ........m Planning Board Approval: t Request for: Temporary Certificate Final Certificates _ (check one) Fee Submitted: Applicant Sign,. �� ature Scott A. Russell ST�O�][�l��lMATIE]R� svpERvisoR 0 Iw1[A NA\,G 1EM1EN T SOUTHOLD TOWN HALL-P.O.Box 1179 6 5309S Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET APR O 3 2017 ( COMPLETED B Y mm^ TO E Y THE APPLICANT ) �_�. ...— ..._-DOES THIS PROJECT INVOLVE ANY OF a THE FOLLOWINC-r (CHECK ALL THAT APPLY) Yes No A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation orf filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 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. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. dE] 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 impervious ..m replacement.�acemen o f im.._ ervl.o._us surfaces. w . .� If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, m� _... to your project. 5 If pot Contact nDatep ! ter 23 does not apply unswered YES Information,a or of the above,pl ase submit Two copiescopiesof a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. � 1000� Date: ANDricAP - q � �ona1 AgenConO NAME: �.-.... r I Section Block FOR BUILDING DEPARTMENT USE E Oi�tLY**** f Contact Information Reviewed By: .... _ _.. ._ _ ...... — —. _ u...• ..� ..... i Date: 3 � Pn"tit C't w' < tiili°ess 0 L ed for processing Building Location of Construction Work: V prop Permit. " �C. _ i Required. !I Approved �t�q„n� alLs' Management Control Plan Not P � Stormwater Management Control Plan is Re(Forward to Engineering Department foi-Review.) FORM SMCP-T ... - Required OS MAY 2014 APPLICANT: S.C.T.M. 1000 CHAPTER 236 Wroperry Owner,Design ProfessionAl,Agent,Contractor,other} 9— 3 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST Lot NAME BAS\A F—L 61 S_PLA'f-L L- section stock S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, - 16 1�1 - Date- * The applicant must provide a Complete Explanation and/or Reason foi not providing 911 _-IaJqtl� q -3 -0 04 all Information that has been Required by the following Checklist! If You answered Noor NAtoany Item, ie I A Site Plan drawn to scale Not Less that 60° to the inch MUST 'n C YES,,11==NO Id show all of the following items: !=NA If you need additional room for explanations, Provide .. ........ VI) a. Location & Description of Property Boundaries—[ J11 2017 b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as re quired by §236-17(C)(2). rrmpr_ d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 1it EF(090N_&_SEM TOV'ViT 0" e. Limits of Clearing & Area of Proposed I and Disturbance, I 1 Shall include but nc D neTCUMM f, Existing & Proposed Contours of the Site (Minimum 2'Intervals) A well Malntai�jt encln�g, ��� 9. Location of all existing & proposed structures, roads, Wire Backed sl t enc- driveways, sidewalks, drainage improvements & utilities. ­t4incr of ex--sed anU7_0r--inacTWe h. Spot Grades & Finish Floor Elevations for all existing& PrODOSed structures. 1, Location o I proposed Sw imm ing Pool and d ischarge ring. j. Location of proposed Soil Stockpile Area(5)1. k. Location of proposed Construction Entrance/Staging Area(s). =— DRAINAGE INSPE 1.1ONSARERECORED 1. Location of 2raposed concrete washout area(s). J1. Contact TO E ineering nt 76-5,-456g WOFe M. Location of all proposed erosion&sediment control measures, P'�- f I I 2. Stormwater Management Control Plan must include Calculations showing t 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. 5. Details&Sectional Drawings for stormwater practices are required for approval, Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. II b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) lL d. LeachinS Structures (e& infiluration basins,mvales,etc,) FOR ENGINES IN DEPA N U-E ONLY Additional Information is Required. Reviewed & Li Stormwater Management Control Plan is Not Complete. — — — — — — — — — — — - - — — — _I Approved By: — — 4 Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department.; Date: FORM # SWCP Check List -TOS MAY 2014 rj� SO John M.Bredemeyer III,President � AN* 4 Town Hall Annex t "r 54375 Route 25 Michael J.Domino,Vice-President �^ t' P.O.Box 1179 aR Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �� „ Telephone(631) 765-1892 Charles J.Sanders , Fax(631) 765-6641 BOARD OF TOWN TRUSTEES December 14, 2016 TOWN OF SOUTHOLD Jeffrey Patanjo 106 Hewitt Blvd. Center Moriches, NY 11934 RE: RACHEL CASHWELL 515 HARBOR LIGHTS DRIVE, SOUTHOLD SCTM# 1000-71-2-3 Dear Mr.. atanjo: The oard'16 Town Trustees took the following action during its regular meejh,g heldon Wednesday, December 14, 2016 regarding the above matter: WHEREAS, Jeffrey Patanjo on behalf of RACHEL CASHWELL applied to:the Southold Town Trustees for an Amendment to Wetland Permit#8899 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 17, 2016, and, WHEREAS, said application was referred,to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policies 1 and 4 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: the installation of drywells for the pool to be installed along side of dwelling; WHEREAS, a Public Hearing was held by the Town Trustees with respect to said " application on December 14, 2016, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit #8899 to relocate the proposed dwelling further seaward with an attached 868sq.ft. seaward side deck in lieu of a 912sq.ft. deck; for a proposed 18'x40' pool to be installed 50' landward of the bulkhead in lieu of 73.3'; and to install an outdoor shower against the dwelling; with the condition that the Town Engineers be fully involved in the pool construction; that drywells for the pool be installed along the side of the dwelling; and to establish and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead; and as depicted on the survey prepared by Peconic Surveyors, P.C., last dated January 11, 2017, and stamped approved on January 13, 2017. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None Very truly yours, John M. Bredemeyer III President, Board of Trustees JMB/dd John M.Bredemeyer III,President O& F Town Hall Annex Michael J.Domino,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith CO Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Charles J.Sanders C�� , Fax(631) 765-6641 r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 19, 2016 Jeffrey Patanjo 106 Hewitt Blvd. Center Moriches, NY 11934 RE: RACHEL CASHWELL 515 HARBOR LIGHTS DRIVE, SOUTHOLD SCTM# 1000-71-2-3 Dear Mr. Patanjo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 19, 2016 regarding the above matter: WHEREAS, Jeffrey Patanjo on behalf of RACHEL CASHWELL, applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 15, 2016, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 19, 2016, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of RACHEL CASHWELL to demolish the existing two-story dwelling with associated deck and abandon existing sanitary system; construct a two-story dwelling (4,160sq.ft. total floor area)with a 165sq.ft. front porch, a 912sq.ft. attached seaward deck; install a new sanitary system landward of dwelling; install gutters to leaders to drywells on the dwelling to contain roof runoff, install storm drains for the driveway, and all in accordance to Chapter 236 of the Town Code-Stormwater Management; install a 20'x40' in-ground swimming pool on the seaward side of dwelling; and install silt fencing with staked hay bales around the construction site prior to and during construction; with the condition to install a drywell for the pool; and to establish and perpetually maintain a 10' wide non-turf buffer landward of the bulkhead; and as depicted on the survey of Peconic Surveyors, P.C., last dated November 7, 2016, and stamped approved on November 18, 2016. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours, John M. Bredemeyer III President, Board of Trustees JMB/dd ti�'u 1 Cr1 � Jahn M Bredemeyer 111, President Town Nall Annex Michael J. Domino, /ice-President � s�� w� �µ:" S1�75 Route �5 Tenn Goldsmith �A P.O_ Box 1 179 A_ Nicholas Krupskl Southold, NY 11971 Charles J. Sanders ``' ., Telephone (631) 765-1892 Fax (631) 763-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION_ FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. 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IWr*� ^ W �) �p �' W M '' n Irdr �iw`0 tun 14aK "tMlI� "m� t ,s d�,; Y Vr r r f." � �' dr rl t u f f rt�I4 1pr ra a4a Il " ,CY%"JC �p"n-1 ";4 iYr bra f, P"@ ➢' �: j % ,`, il 8'u � r9r,4`C»m a •�„+lr',�`s� unr»� Ij;"J Vf NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region SUNY*&s�onvBrook,soCircle Road,Stony Brook,mv1neo P:(631)*44-036sI F:(aa1)o*-oaoo www^oecovoov TIDAL WETLAND LETTER OF NON-JURISDICTION' October 5. 2018 Ruohn| CuuhvveU 120Stratford Ave. Garden City, NY1153U Re. DEC |D# 1-4738-O3372/80UO2 Caohwe|| Pnopedy 51.5Harbor Lights Dr. Southold, NY11071 SCTM: 1000-71-2-3 Dear MuCouhwa||� BasadontheinformuUonyouhavesubnnittad. thallowYork8tatoOapartnnentofEnvinonmenta| Conservation (DEC) has determined that: The referenced property, landward of the bulkhead more than 100feet inlength, aushown onthe survey by John T. Metzger, last revised September 8, 2016, and constructed prior to August 20, 1977, as evidenced on the DEC Tidal Wetland Map#718-546 and historic aerial photographs, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, inaccordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act.We are returning the application fee check(#2014) herewith. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, orhay bale berm- Please befurtherudvisedthat this letter does not rd|ieveyou ofthe responsibility ofobtaining any necessary permits orapprovals from other agencies. ;aura Scovazz/ L/alu Regional Permit Administrator Enc- cc: J. PaLenjo BOH-TW File YORK of HM ENGINEEFUNG P.C. 3 CHERRYWOOD DRIVE EAST NORTHPORT,NY 11731 TEL:516-476-5392 EMAIL:HMARNIKA@OPTONLINE.NET November 19, 2017 Town of Southold Building Department Town Hall Southold,N.Y. 11971 Dear Sir/Madam: This is to certify that the drainage facilities to be used exclusively for the construction of a swimming pool on the premises of Cashwell Residence 515 Harbor Lights Drive Southold,N.Y. 11971 will not require draining because the pool is of gunite construction. The pool water will be continuously recirculated through the filter and will be reused from year to year. The drainage from the filter backwash is nominal and will not interfere with the public water supply, the existing sanitary facilities or public highways. Sincerely, HM Ei7 ineering P.C. rvO arnika P.E. „� � ��� � gym+ •.w-��� g �����z � ���� L P 3 z E11410@&SEDIMENT CONTROLS ay ShaW incfude but not be limited to: L !i o o Awell maintained Construction Entrance, c� m Wire Backed Silt Fencing,stabilization& ° Seeding of exposed a five soils, c d! X -•�.. rte ' I A _ BANAL 5 � tlq £ OWNERS ASSOCIATION INC I r LIGHTS PROPERTY a £ HARBOR. LINDWARO JMIr of nDAL ymETLANOs AT auLKHEAO AS"""CETE0 INED BY Sl1FF' EN'4RIOtdh1ElVThd. COyNSULIING,INC.ON WAY 23,2076 f I li ` , ct 0'MwwM Ar X00:0 ����t 1's 11 4'05'10°E aan EA CS. 1.SJ { DECAL, .. LOT@ SO'WDE(NON NRF 9UFPER) H Q i 14 k cl 4 7 0 4 �6 doe ROPos HAYaALE a° (! s s ,� Az°°0'Lon� 4 n7c" q +1t ti t Jr 5 �s Nom—` 31Ldv _ 5p b wy y A u t a g m 2 RGR'D NO s' ro DEGK c) RoeosEG 1tA9AL sY fir ,,, tri r � METAL CORRUGATED aw,�" 0 .g 9.LT FENCE UND t m DRAIN PIPE QI11j��dy:mi 4 PROP i Eh°I511NC 5EPT7C SYSTEM E �.aut �YA�ED Huai TO DFTgLEA IN J TC SCOHS SPECIncAT10NS.. 9 ;{�' SES-1p•a d.. FiN.f 9F � M A.. ss _.x:W `:�.�s� „ �isa.o• � �"''G ��s �a g o� ag �+� �i.4� F'' --- O LOCA-Roo h�LPfLP"A"L�EP�11 { % &LLP i ce PPCPOSED KA ALE . .�..� h SILT FENCE -1 STESi EL&SI' h ai . ,A.v.a'VHwrs-�— A\ I n CMF 91,5.8 ELEC.ME "" ^y-.EDGE"Ch`PA'1E ENT hplMW APRON .D. y'w'L .-• STONE RETAINING .EDGE OF PA-AwENT N6 05'1 OV UTILITY POLE100,O0� WALL'1.2 WDE LIGH ROA• HARBOR L10 WATER IN STREET) APPROVAL OF STORMWATER MANAGEME oa l PLAN -T Cod a er 236 ��yy..� Date: Qi Approved by: rC4, { i RAIN.,RUNOFF OO Ta VENT PROPOSED NC OUSE 8 1i rruC�# HOUSE 2000 sq.1t. A"G °q eV(({ 2000 x 7 x 0.17-340 cu.ft. 3401422:.8 tr ORAE 'GE INSPECTIONS ARE REQUII EO sDRn.�IVAY-900 sq.ft I"`*Igoo x 0.8 x 0.77 c - 122 cu.ft. s Backfi ContaT0S EngineLHrg at 75S k56�f before t QR Provide En 1 s CaTCifGcation'neer' 120/42.9-3'rF P, FROND.,(3)DRYWELLS 80 x 4'DEEP -� Owthe drainage has7beenvinstali'dd'Lo Codd, OR EQUAL OF NIC* CHAPTER 236 -COMPLIANCE STORMWATER MANAGEMENT CONTROL PLAN R HAC AEL CAtSHWELL �Oxr1 � 'SUrF47DATE. APPLICANT: PECOS RV O SfaatlartlStormivakar Qefails (631) r) 1797 a ' 1 1000-71-02-03 P.O. BOX ✓Tto, 1� .. l o rscT.Xu: ..., ` 7O 4 ADDxEssr HOLD, DT.,aW'211' �� SMCp PROPERTY' 515 HARBOR LIGHTS (�T EFFECTNE:9117113 ” Y g POOL DECK TO 12" ALL CORNERS FORMED SLOPE AWAY FROM I POOL NOTES: POOL ZX Mw. I WATERS FROM LE "3" 1.POOL AND PROPERTY TO CONFORM TO 2015 IRC&NYS 2017 UNIFORM FILTER R PUMP BY INTERSECTION OF LiNG pODOMT�aF CODE SUPPLEMENT SECT ION R326,2014 NATIONAL ELECTRIC CODE AND WALLS ANQ FLOO -- SKIMMER SHALL BE ROUNDED CODE OFTHETOWN OFSOUTHOLD. (Typ coanNuousR{CBARI 6"FROST PROOF TILE BAND 2.POOL SHALL CONFORM TO ANSI]NSPI STANDARDS R326.3.1. 3.SECTION R326.7 POOL ALARM REQUIRED. —. BEAM ALL AROUND 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.6. TES/2"O.C. _' ' BENCH PNEUMATICALLY APPLIED CONCRETE S.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.5. '- . /3 BARS O 12"O.C. 6.POOL SHALL COMPLY WITH INTERNATIONAL ENERGY CONSERVATION S' X 8°SPA VERTICAL AND CODE SECTION R403.10: (SEE DETAIL ON HORIZONTAL POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). RETURN SHEET 2 OF 2) ,. ®—DIRECTIONAL INLET 2.5' SECTION R403.10.1 HEATERS 3.0WALL THICKNESS SECTION R403.10.2 TIMESWITCHES ' - DUST +` SECTION R403.10.3 COVERS (MIN.) - 1g' B„ `'. WHILE MARBLE DUST FINISH 7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10 Y.SILT.GROUND 720 8.F. LINE OFRADIUS VARIES WATER SHALL NOT EXIST WITHIN LIMITS OF THE EXCAVATION.IF GROUND DUAL MAIN DRAINS COPING STAIRS SHALL BE P RADIUS ROUNDED CORNERS WATER EXISTS WITHIN 6'BELOW GRADE SPECIAL DEWATERING FACILITIES WITH STRAINER VGB OF NON—SUP 03 BARS 0 s"O.C.IN +' (SHALLow END) ( RADIUS AND VERTICAL 5.5'(MAX.)RADIUS ROUNDED WILLBE REQUIRED.WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY. BENCH SAFETY ACT DESIGN WHEN WALL HEIGHT - _ CORNERS(DEEP END) 8.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND 6'OF DEEP EXCEEDS 5' A3 BARS 12 ON APPROVED DRAINS} END. (ALTERNATE BARS) a a CItNTER EACH WAY 9.THE PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL BE 4,000 PSI@ (FLOOR) 28 DAYS. 10.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH 40" A MINIMUM LAP OF 30 BAR DIAMETERS. 11.REBAR SHALL BE 2"MIN.CLEAR TO EARTH. 6.5'• 12.POOL WATER SUPPLY BY OWNERS GARDEN HOSE.POOL TO BE KEPT T6"SLAB FULL DURING FREEZING WEATHER.PUMP CAPACITY TO BE SUFFICIENTTO QQL. P— LAN T i` 1CAL FALL. aEC- EMPTY POOL IN 24 HOURS. NOT TO SCALE 13.LOCATION OF PROPOSED SWIMMING POOLAND POOL EQUIPMENT BY NOT TO SCALE OTHERS AND SHALL COMPLY WITH ALL LOCALZONING REQUIREMENTS. 14.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND SPA SAFETY ACT. FILL SPOUT AS 15.NO DIVING EQUIPMENT PERMITTED. REQUIRED 16.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO SKIMMER INLET INSTALLATION OF POOL. -BULLNOSE COPING (TYPJ (TYPJ PROVIDE SEALING 17.SLOPE PATIO SURFACE 1j4"PER FOOT AWAY FROM POOL. (TYP) AT DECK/COPING 18.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 515 HARBOR LADDER WATER LEVEL (TYP') LIGHTS DRIVE,SOUTHOLD,N.Y.11971 ONLY. —- 19.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION -� - a'® -—-—-—- ----' MEANS,METHODS,TECHNIQUES OR PROCEDURES UTILIZED BYTHE O ® CONTRACTOR,NOR FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S J.5' GRADE BEAM EMPLOYEES,OR FORTHE FAILURE OFTHE CONTRACTOR TO CARRY OUT THE UNDERWATER 6.0' LIGHT (TYP) WORK IN ACCORDANCE WITH THIS PLAN. (OPTIONAL) f1" THICK CONCRETE(TYP.) 11/2"TO wns1E HAIR k LINT STRAINER 0.5' - 40° PUMP 0.5° FILTER AUTO SKIMMER DUAL MAIN DRAINS NTH FOR POOLS CONSTRUCTED ON VIRGIN HYDROSTATIC VALVE AND SOIL, COMPACT BASE TO 95%MODIFIED COLLECTOR TUBE IN PROCTOR. FOR POOLS CONSTRUCTED ON DUAL MAIN DRAIN vnTl+ GRAVEL BASE BACKFILL MATERIAL, POOL.CONTRACTOR POOL HYDROSTATIC VALVE AND TO INSTALL 6" COMPACTED GRAVEL BASE BACK TO COLLECTOR TUBE IN POOL SECTION POOL GRAVEL BASE NOT TO SCALE PREPARED FOR: SCHEMATIC PIPING AND CASHWELL RESIDENCE WATER TREATMENT DETAIL 515 HARBOR LIGHTS DRIVE NOT TO SCALE SOUTHOLD,N.Y.11971 Yt' NOTE: DATE: 91119!2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED /�P =!�ONATURE 4 ENGINEERING, P.G. SCALE: AS SHOWN ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE E IRRYWOOD DANE EAST NORTHPORT,NY 11731 SHEET: 1 OF 2 EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED, VOID WITHOUT RAISED SEALANO SLUE -5392 Fax:(631)980-7671 www.hmarnika@optonline.net RESIDENTIAL GUNITE SWIMMING POOL PLAN 16" (8 RETURNS) SKIMMER PROVIDE 6" MIN. FROST 18" (2 RETURNS) ( ) UNDER COPING¶LE f1 "•�_� 8.0' 8' 7 1/2"(8) 16" SEAT 0 22 } RETURN JETS �— z' = 42" c 12" o t° o _moi 10"I_�_ » ri (3) �j4 FREBAR CONTINUOUS RADE BEAM ALL AROUND TIES 12" O.C. r —IT #3 REBAR 12" O.C. EACH WAY 6" 12" X 12" DUAL MAIN DRAIN WITH 9"DIA. GRATE GRATE HYDROSTATIC VALVES AND COLLECTOR TUBES GRADE BEAM DETAIL 1 1/2'SUC71ON 8'X 8'SPA OVER GRAVEL BASE NOT TO SCALE TO FILTER 3" SUCTION (SEE SECTION FOR JETS THIS SHEET] SPA NOTES: SPA T SCALE 1.SPA SHALL BE GUNITE CONSTRUCTION. SPA L A p 1 NOT TO SCALE 2.POOL FLOOR-#3 BARS 12"O.C.SPACING EACH WAY. t'SI Y 3.POOL SIDES-12"O.C.SPACING EACH WAY. SCALE: 1:4 4.POOL INTERIOR SHALL BE LIGHT COLOR MARBLE DUST. S.A MINIMUM 6"COVE RADIUS BETWEEN FLOORS AND WALLS. 6.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEM E BAKER(VGB)POOL AND SPA SAFETY ACT. 7 1/2-TO WASTE HAIR k UNIT STRAINER PUMP FILTER [AUTO SHIMMER DUAL MAIN DRAIN WITH POOL HYDROSTATIC VALVE AND BACK TO COLLECTOR TIDE IN POOL GRAVEL.BASE PREPARED FOR: SCHEMATIC PIPING AND CASHWELL RESIDENCE WATER TREATMENT DETAIL 515 HARBOR LIGHTS DRIVE NOT TO SCALE SOUTHOLD,N.Y.11971 DATE: 1111912017 SCALE: AS SHOWN HM ENGINEERING, " THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED `ff !/� SHEET: 2 OF 2 ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 3 CHERRYWOOD DRIVE EAST NORTHPORT,NY 11731" - EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. Tel:(516)476-5392 Fax:(631)980-7671 www.hmarnika@optonhne.net RESIDENTIAL GUNITE VOID iMTHOUT RAISED SEAL AND BLUE SIGNATURE SPA PLAN