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Home My WebLink About51686-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE OKI 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#: 51686 Date: 02/26/2025 Permission is hereby granted to: Brandon Von Feldt 370 E 76th St Apt B1703 New York, NY 10021 To: Construct an inground swimming pool accessory to an existing single-family dwelling as applied for. Pool and pool equipment must be located within the building envelope designated by the planning board subdivision site plan. Premises Located at: 365 Jasmine Ln,Southold, NY 11971 SCTM#70.4-6.3 Pursuant to application dated 01/14/2025 and approved by the Building Inspector. To expire on 02/26/2027. Contractors: Required Inspections: Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO Swimming Pool $100.00 Total $400.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 r Telephone (631) 765-1802 Fax (631) 765-9502 htt s.// mow sout��liolcito hiiii,:: Date Received PL C T ION F R BLJR DING PERIVIII For Office Use Only PERMIT NO. „ 5 ! 1DO(O Building Inspecta� I t e Applications and forms must be filled out in their entirety. Incomplete . applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Brandon Von Feldt SCTM# 1000- _7p - Project Address:365 Jasmine LaneSouthold, NY 11971 Phone#:612-227-7941 1 Email:vonfeldt@gmail.com Mailing Address:365 Jasmine LaneSouthold, NY 11971 CONTACT PERSON: Name:Reed Communiello Mailing Address:1740 Church Street Holbrook NY 11741 Phone#:631-431-0498 Email:permits@sweeneyspoolsvc.com DESIGN PROFESSIONAL INFORMATION: Name:HM Engineering, P.C. MailingAddress:P.O. Box 914EaSt Northport, N.Y. 11731 Phone#:516-476-5392 Email:hmarnika@hmengineeringpc.com CONTRACTOR INFORMATION: Name:Sweeney's Pool Service, Inc. Mailing Address:1740 Church Street Holbrook NY 11741 Phone#:631-431-0498 Email:kenneth@sweeneyspoolsvc.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑NewStructure ❑Addition ❑Alteration _❑Repair ❑Demolition Estimated Cost of Project:. (]other in-ground pool $50,000.00 Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes El No IF YES, PROVIDE A COPY. Check Box AfterReading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application ation Submitted ted By(printname):Reed Communiello 9RAuthorized Agent ❑Owner Signature of Applicant: % � -µ "� � Date: Z (o — 2 Lf STATE OF NEW YORK) SS: COUNTY OF Reed Communiello being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Authorized Agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of LA ml x.r , ZD Notary Public ALLISON MICHELL.E GOLDSMITH NOTARY PUBLIC,STATE OF NEW YORK Re ietration'No.01,G062517091 µ ) ° )� 1 Qualified in Suffolk County III IVYmm� ComMMW resNovember21,2o27'!(Where the applicant is not the owner) Brandon Von Feldt residing at 365 Jasmine Lane Southold NY 11971 do hereby authorize Reed Communiello to apply on my behalf"to Ise Ttwn of Sou Gild ilding Department for approval as described herein. Owner's Signature Date Brandon Von Feldt Print Owner's Name 2 Suffolk County Dept of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name KENNETH M SWEENEY Business Name This certilles lltatthe SWEENEY'S POOL SERVICE INC bearer is duly Goensed License Number H-53211 by the County of suffoik Issued: 04/03/2014 W"h4,T. "ery Expires: 04/0112026 Commissioner This license is the ttrorwIdY of Suffolk County Cepartrrtertt ct Labor,Licertsin Corr�starrrer li i'ty, p�sstan of this license does not 6ttara�ttea Its rralldlt�. Additional 8nsirteees Name License CaRegarY H3-Pools/Spas;H26-pooIs and Spas/Certified HM ENHINEERIN P.C. P.O.BOX 914 EAST NORTHPORT,NY 11731 TEL:516-476-5392 EMAIL:HMARNIKA@HMENGINEERINGPC.COM July 26, 2024 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: Von Feldt Residence 365 Jasmine Lane Southold,N.Y. 11971 will not require draining because the pool is constructed with a vinyl liner. The pool water will be continuously recirculated through the filter and will be reused from year to year. The drainage from the filter backwash will be piped to a drywell located on the subject lot and will not interfere with the public water supply system, existing sanitary facilities, adjoining property owners, public highways or private roads. Sincerely, f M En n ring,P.C. arnika, P.E. - r r� .e .I r.11 id•r?!,r Tro sev� G(I:d Of.. 317 At'!;`s;+ Flo':r:tidAi.�?PrlyAt �A LAME S ` RwJ21.46' L- L�1/9 72' .,� Cy 1 �k3�r „Ls �Le ;ems:. .N Q 10 W1d oat j C'QNSERVA rION W:4If C. Oyk cc. 3s `t'r 10, t £A-%'�Ir �►�oUL to, 7oa,. , N.81 ZO.Wt ' O/F F[O ACC MCANP OOAP AREA = 45,0N sq. ft CERTW7ED TDr SURREY OF THE LONG fs AND_SA vas BAW �. l 'C PROPEI?T S MIM, IVT CORP. OT 2 AWX XWM4Pmam7 prepw" In accordance with I" /*#fftmt A T S D stawards tv fll#$ surveys as adowarmit �l� for such ure by The w �� 00pled TOWN O S Tlt>e Assocllallor� �" �' � WO-70-01-Pry The water sW* and sewage dIspasa systems for this residence will conform SC ' r 2 40" to the standards of The Suflak County �i Department of Health Services. MffCh 1992 Y14 am f The tocollons of wells and cesspools shown hereon are from field 00#.24,1W I ' observations and or from data obtained from others. sL+To K CoUNTY DEPARTMENT OF NTH► FOR APPROVAL OF CONS ONLY ' � . tIC. NO. 49618 Ira- DATE S W.NO. 92 SO S9- - ot fto Y P.C. P. + , E- APPROVED - =t �• sou ' . 11.971 - r s � CAST IRON FRAME & COVER IF UNDER PAVED AREA FINISHED GRADE 8' MIN. - 12' MAX. 24• x NOTES: BRICK LEVELING COURSE ��MIN CONCRETE COVER 1. UNSUITABLE MATERIAL SHALL BE REMOVED UNDER LEACHING POOL UNTIL PRECAST CONC. COLLAR 2 ' 6' MINIMUM PENETRATION INTO VIRGIN STRATA SAND AND GRAVEL AND AS REQUIRED MAX BACKFILLED WITH SAND AND GRAVEL TO BOTTOM OF BASIN. PRECAST 2. AS AN ALTERNATIVE TO THE DOME TOP, A FLAT SLAB CAN BE REINF. CONC. SUBSTITUTED WITH APPROVAL OF THE ENGINEER. DOME 4'0 PVC 3. LOCATION OF DRAINAGE POOL TO BE DETERMINED BY OTHERS. MIN. SPER FOOT IM 4. ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0" COVER. INVER NON-SHRINK �� 5. COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR GROUT FULLDEPTH. 3' MIN, SAND 6. THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND AND GRAVEL AND GRAVEL CONTAINING LESS THAN FIFTEEN (15) PERCENT FINE SAND, ~ COLLAR (TYP) o W ALL AROUND " a SILT AND CLAY. SILT AND CLAY FRACTIONS ARE NOT TO EXCEED (5) a ti PERCENT. W PRECAST REINF. > CONC. LEACHING U RINGS a. y W f \ w W 8' DIAMETER _i M� DRYWELL CALCULATION: jCL Z ° °. BACKWASH FROM POOL 70 GPM @ 5 MIN. = 350 GAL. (47 CF) DRYWELL CAPACITY = 1,263 GAL. (168.8 CF) Z x z 6' MIN. PENETRATD7N a c INTO VIRGIN STRATA GROUND WATER OF SAND L GRAVEL DRAINAGE POOL DETAIL NOT TO SCALE i PREPARED FOR: VONTELDTPESIDENCE 365 JASMINE LANE. SOU HOLD; N.Y. 1 71 DATE: 07/26/2024 NDTE: HM ENGINEERING, P.C. SCALE: NOT TO SCALE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED Z SHEET: 1 OF 1 ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE `� P.O.BOX 914,EAST NORTHPORT,NY 11731 EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED, Tel:(516)476-5392 Email:hmemike@hmengineeringpC.com DRYWELL DETAIL VOI WI UT RAISED SEAL AND BLUE SIGNATURE I 1: POOL NOTES: 1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE,TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. PUMP 2.POOL SHALL CONFORM TO ANSI/APSP/[CC 5 STANDARDS R326.3.1. FILTER TRACK FOR 3.SECTION R326.7 POOL ALARM REQUIRED. VINYL LINER 4.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. RETURN SKIMMER 5.POOL SHALL COMPLY WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF (�•) ( ') VINYL LINER- ° a7 NYS SECTION R403.10: POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). 32' FOAM PADDING 3,500 PSI I— SECTION R403.10.1 HEATERS — SECTION R403.10.2 TIME SWITCHES PROPOSED VINYL °• :° CONCRETE I I�I SECTION R403.10.3 COVERS Ae 10' 3' SWIMMING POOL 6.REBAR SHALL BE 3 MIN.CLEAR TO EARTH. (MIN.) 416 S.F. STEPS v 0�. 7.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND 16' UNDISTURBEDry SHALL COMPLY WITH ALL LOCAL ZONING REQUIREMENTS. EARTH 8.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER 11 ,#4 REBAR _ T (VGB)POOL AND SPA SAFETY ACT. 12' TOP, MIDDLE { 9.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL. 6' sunledge & BOT. 48" 10.BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS). I I III— 11.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ° I I I III ANSI/APSP/ICC 7. DUAL MAIN DRAINS.WITH c: 12.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. STRAINER (VGB SAFETY I I I DESIGNED13.POOL WALLS ARE NOT FOR SURCHARGE LOADS EXERTED BY WHEEL LOADS ACT APPROVED DRAINS) 2" BOTTOM I I I WITHIN SIX(6 F ET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER,a MATERIAL III I I I LODING ADJACENT STRUCTURES. IMPOSED. ON THE POOL STRUCTURE BY EXISTING OR PROPOSED 16' 16' _ 14.NO DIVING EQUIPMENT PERMITTED. POOL PLAN 15.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. -III , I I I ( , , I I 16. T11971AONI YFOR CONSTRUCTION ON PROPERTY AT 365 JASMINE LANE,SOUTHOLD, NOTE: THIS IS ANON-DIVING POOL. NOT TO SCALE , 17.REINFORCING STEEL SHALL BE GRADE 60 DEFORMED STEEL WITH A MINIMUM LAP OF WALL DETAIL 45 BAR DIAMETERS. 18.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, SCALE: _3/4" = 1'-0" METHODS,TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR,NOR FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THIS PLAN. 3'-10" CONCRETE WALL NOTES: ` (SEE SECTION 1.WALLS SHALL BEAR ON UNDISTURBED SOIL THIS SHEET) 2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR. 3" COMPACTED SAND UNDISTURBED EARTH (TYP.) 1 1/2" TO WASTE 32' HAIR & LINT STRAINER PUMP POOL PROFILE FILTER AUTO SKIMMER NOT TO SCALE GENERAL NOTE: -, ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 POOL RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION R326. BACK TO POOL I PREPARED FOR: 2 MAIN DRAINS VON FELDT RESIDENCE SCHEMATIC PIPING ARRANGEMENT NOT TO SCALE- 365 JASMINE LANE SO THOLD, N.Y. J. DECEMBER 20,2024-REVISE POOL DIMENSIONS FROM 16'X32'TO 10'X 32'W/6'X16'EL DATE: 07/26/2024 NOTE: HM ENGINEERING', P.C. SCALE: AS SHOWN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C.. 1� 7jt3 Z y UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS AREA VIOLATION OF SECTION 7209 OF THE l / I P.O.BOX 914 EAST NORTHPORT,NY 11731 SHEET: 1 OF j NEW YORK STATE EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. Tel:(516)476-5392 Email:hmarnika@hmengirleeringpc.com RESIDENTIAL CONCRETE V D WIT UT RAISED SEAL AND BLUE SIGNATURE hmamika@hmengir)i�pringpc.com POOL PLAN i AMENDMENT 70 R '— JOSHUA R. WICKS P.L.S. SURVEYED BY:I.R.W. DRAWN BY:I.R.W. JOB NO.:JRWz5-mq P.O. BOX 593 Center Moriches, N.Y. 11034 IoshuaRWicks®gmail.com #631=405-6106 JASMINELANE R_321.46 GRAPHIC CSCALE s 75°93'10" E L=51 g6' 0 3(pi 2r�] 3(� �5• �� 65.>5' R=369.79' L=119.72' ____ „r g gy,� BLDfx CURB _ 5UWEY x P1'OPEPTY Southold Villas N YA+W'Ulf CO r µW"PORCH 1 00 lU ww y0d" a ICID `. 2 STY. alffdk Car7ty fa.r A4ap No.: 1 ? F J TR S L: 1000-0%000-01.00-006.005 F.t:? CH/17/:02 I 4elox'DEELLP� xaoD CK I I LOT COVERAGE CALL. - LOT AREA SHED D pR`oppgED IIA' 45,003.80 S.F. = 1.03 ACRE(S) O :, 0o•wcHl �' is x�o FR 1 BLDPORC =34 S.F. •�' `IN��\� `.. � cARw 1 nt WOOD PORCH-342.60 S.F. co 1 gUs'wa,i\ WOOD DECK=308.80 S.F. CARAGE=448 S.F. �' � SHED=96 S.F. C\� TOTAL=2,404.11 S.F. 5% LOT COVERED 1 I PROPOSED POOL=640 S.F. I PROPOSED TOTAL=3,044.11 S.F. 7% LOT COVERED PROPOSED 1 I I 1 -- -- _aa1 -c.7:w, -- - -- -- -- --� - -- �P��OP REwy, 1.07' 5 "UTou 1 S.(�,� 1.0!' 1 05 c,F'F E I LOT AREA I N 81012'20" W 264.70' I 4s,003.8o S.F. l.03 ACRES) NSFO LAND CHECKED B, t