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HomeMy WebLinkAbout48824-Z Foi TOWN OF SOUTHOLD �o �c.9y BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE oy • 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#: 48824 Date: 1/31/2023 Permission is hereby granted to: Levine, Noah 360 Central Park W Apt 12E New York, NY 10025 To: construct accessory in-ground swimming pool as applied for per DEC Non-Jurisdiction letter and Trustees approval. The pool equipment must be located a minimum of 15' from all property lines. At premises located at: W.� O ( 0 4790 Blue Horizon Bluffs, Peconic SCTM # 473889 Sec/Block/Lot# 74.-1-35.56 Pursuant to application dated 8/25/2022 and.approved by the Building Inspector. To expire on 811/2024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPART l.r z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold17F09(59 1 • A� Telephone(631) 765-1802 Fax(631) 765-9502 ht .s:/hvww.soviinklig j 2022 BUIILUING DEFT DatelUtykjUP6UU IHUL APPLICATION FOR BUILDING PERMIT For Office Use Only D KC PERMIT No. Building Inspector: 7-1 2022 Applications and for difte filled out m their entirety Incomplete applications will not be accepted^2.Where the Applicant is not the owner,an BUILDING Owner's Author�zatlon form(Page 2)shall be cor'npleted TOWN OF SOUTHOLp Date: QWNER(S)OF PROPERTY y 5 g �' f . ._�_.�.... �. .. . .__.w.. . .. - , Name:Jonathan Rebell/Noah Levine SCTM#Z000 7-01 35 56 Project Address:4790 Blue Horizon Bluffs, Peconic, NY Phone#: Email:tom hfswanson.com Mailing Address3( C I�(.c) Ap 12rs w . lNew Yor!!. NY....1p0 _ ....... ........ .. ...,,_... _.._...,. t xl b ttxrr 2" CONTACT PERSON u .r Name John David Rose Architect P C AIA mmMailing Address:596 Hampton Road_Unit 1, Southam ton NY 11968 P_ Phone#:(631)283-2051 .v.. _ -Email admin@jdrarchitect.com DESIGN PROFESSIONALINFORMATIONgM , Name:John David Rose Architect P.C. AIA Mailing,Address:596wHampton Road Unit 1, Southampton, NY 11968 Phone#:(631)283-2051 x µ _ _my _ _ Email:adm-in@jdrarchitect.com..._.:_.. .. ,._ v_....... CONTRACTOR INFORMATION Name:HF Swanson Construction & Associates LLC MailingAddress:P.O. Box 1897 East Hampton, NY 11937 ____ PhonePhone# (631)324-6905 Email:k�� _ . ..._._ . ._�.......... ......__.__.__..n...._......._..........._....-. _. ._.. ...._ _.._..._ . ........... DESCRIPTION OF PROPOSED CONSTRUCTION . �� ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: ❑othersw' &A t?oet' $ l]U.rion _... . m,� ..__.... _. .__......... .... ....� _........... _ .. .. ......... _._..— _ ...._. ...w �.._.. Fill the lot be re-graded? DYes El No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION" Existing use of property Re$IUentl,el�,._.............. Intended use of property Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR/R-40 . .... . — -- .. .. this property? ❑Yes 8No IF YES, PROVIDE A COPY. 'QACheck$oX Auer Reading 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 Buddingpepartmentfnr the issuance,of a Bwlding Permit pursuant to the Building Zone m: Ordinance of the Town of Southold,Suffolk,County,New Yorkand otheropphcable Laws,Ordinances or Regulations,for'the construction of buildings, adddions,,alterations or for removal or demolrtron as herein described The'apphcant agrees to comply wrth;all applicable laws,ordinances,bwldmg code, �m tiousmg code and regulations and to admit authorized Inspectors on;premises and in buildings)for necessary inspections Patse statements made herein are' ' punishable as a lass,A,misdemeanor pursuant to Section 211t 45 of`the New York State Penal Law. Application Su bm' t h avid Rose Architect P.C.AIA BAuthorized Agent Downer Signature of Appllc t ri Date S z�J STATE OF NEW YORK) SS: COUNTY OF 3uf-P0L�L ) John David Rose Architect P.C. AIA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 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 (,Z 20 ?—7, Iz"a� Notary Public SUSAN PIERRE Notary Public,state of New Yak No.01 PI6366"7 PROPERTY OWNER AUTHORIZATION OualiBedIn Suffolk CotmtY (Where the applicant is not the owner) Commission Expires 0112 26 ,Sc--v gTr-(P!9-c44 If-0 Noah Levine/Jonathan Rebell residing at 133 W 22nd Street Apt 89, New York, NY I, do hereby authorize John David Rose Architect P.C. AIA to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Q Date Print Owner's Name 2 . r Board .of Trustees Application. AUTHORIZATION (Where the applicant is not the owner) owners of the property identified as SCTM# 1000=_ ] .. in the town.of New York,hereby authorizes_fjC31�rj z) V t l C1S-e— AA F to act as my agent and handle all necessary work involved with the application process for pennit(s)from the Southold Town Board of Trustees for this property. ` z Property Owner's Signature ]' operty Owner's Signature SWORN.TO BEFORE ME THIS;. .:. DAY OFu _��f._.._ __. 20, 1 g ...... Notary Public SUSAN 0 VONBAMELD Notary Public,State of New York No.01 V06366547 Qualified In Suffolk County. Commission Expires 10/ oya Board of Trustees Application AFFIDAVIT &COO F "In�O ! _nrx\0AY\!2�naza�,dj_BEING DULY SWORN DEPOSES AND AFFIRMS THAT]RE/SHE IS THE APPLICANT..FOR THE ABOVE DESCRIBED:PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN A MTRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,.AND THAT ALL wbRk. WILL BE DONE_IN THE MANNER SET:FORTH IN THIS APPLICATION AND AS MAYBE APPROVED.BY THE SO.UTHOLD TOWN:B.OARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF:'::"SOUTIiOLD.AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER'OR BY VIRTUE OF SAID.rERMIT(S),IF GRANTED, IN COIVIPLETING THIS APPLICATION,Y HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENTS}OR REPRESENTATIVES;INCLUDING THE CONSERVATION ADVISORY COUNCIL;TO ENTER ONTO MY PROPERTY TO' INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. :IFURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO,INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THXBOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. i t Signature of Property Owner S' afore of Property Owner SWORN TO BEFORE ME THIS DAY OF, SUSAN Q vONBAFRHp o fury No.01 V tat063665447 n►Yak Notary Public ounimed in Suffolk coo commission Expires 100WE r APPLICANUAGENR:EPRESENTATIVE TRANS T/ TRANSACTIONAL DISCLOSURE FORM 'Y7i .7`oz. �.'�5oritlitild'sCodeot'13tirii�: 'ohibihsconilicts:ifint to ;the of tow bfBce ; nde io ees.`i`l�ie. `: .reof;` ' tTu�form�ib prdyade:5n�rmatr6n•�vl'iei4+�an aiett the totivn csfpossiblc eorifl�ct.�otitltete�t�6ci ailoa�.t to taie'wflatever actic�n5s - YOUR NAME- � LA '" � � � , G (Last name hilt name,piddle lnitiai,unless you are applying 141he name.of someone else or other entity,such as a company.tf so indicate the..o'ther person's or company's name.) NAME OF APPLICATION: (Check:all that apply.) Y . Tax grievance 13tiilding , Variance Tz�istee Chan a ofZone f;;... .:.:. Coastal Erosion. Appro alofplat ;_ Mooring Exemption from plat or official map Planning Other (If."Other•,name the activity.) ..:. . .. ... . ... . . .. ; 1,oyouP.0sdrfally(nortlirouglt)vur�dM,at�J',spouse, iblin tialeataorclarld)havcurelationshipnthanyofficerornmployo of the Town s?i;Southot "Rclaos ymangb ue m" ddsb , n ein bas�ntss 3ncrttdtng pia rs ,ln hreGthe#ovMOM.".coxc�ripfioy eltasovs to zartialbv isetsltlp."PRO empioyrmsntby)aMmora* to:wTiicli ti tdtuit o tccr.nr.cmplpy :Awns.more tfiaia`5'/o gf(he s YES NO Ifyou answered"YES",complete the balance of this foim and date and sign where:indicated. Name of person-employed by.the:Town of Southold ` Title or position of that person ...........:.. _._ . Pps"Crtho tbu rol aUo i e resentative)and the town otticeir or dniployeo.Either check r pro'vided ' APmt? :iine A)throtlghD)`lrndlor deaet{b Ott the spy . The town offieerprcrilployee or his orherspouse,sibling,pareat,:orchild is(check all'that apply) A)thti owne(of than -M-9, r.shares of the corporate stock of the applicant' W ntllcapPltos►tti;nt tpom on) B)the leCicbetteEhial owtler:of any interest in anon-corporate entity.(wheel the applrcalnt:is not a rxZrp0400 ); C)an officer,director,,partner,or employee of the:applicant or D)ttie.actual applicant: DESCRIPTION OF RELATIONSHIP Submitted this day of JA 2 ' . .P Brgttatire - 17. 7 At 1?nntName �)st1�A-L�v; 4d�,���r Form TS I i Glenn Goldsmith,President so � Town Hall tknnex A.Nicholas Krupski,`rice President 54375 Route 9-5 NO P.O.Box 1'179 Eric Sepenoski Southold,New York 11.971 Liz GillooIy } Elizabeth P C� Telephone(631) 765-1892 eeples s+ � , Fax(631) 765-6641. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10193A Date of Receipt of Application: July 11, 2022 Applicant: Jonathan Rebell & Noah Levine SCTM#: 1000-74-1-35.56 Project Location: 4790 Blue Horizon Bluffs, Peconic Date of Resolution/Issuance: August 17, 2022 Date of Expiration: August 17, 2024 Reviewed by: Elizabeth Peeples, Trustee Project Description: - Conduct construction activity within 100'from the landward edge of wetlands for the construction of a new 1,786sqft two-story frame dwelling with a 241sqft screen porch, a 497sq.ft. deck with trellis and 69sq.ft: stairs to ground, a 255sq.ft. side porch with 121 sq.ft. stairs to ground, an 800sq.ft. swimming pool; one (1) 8' d'ia. by 10' effect. Depth discharge drywell for the pool, new I/A sanitary system and removal of existing conventional sewage disposal system. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Howard W. Young, NYSLS, last dated May 16, 2022, and stamped approved on August 17, 2022. Special Conditions: Installation of gutters to leaders to drywells to contain roof run-off to be installed more than 100 feet from the top of the bluff. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is9not a deter ination.frorl ny other agency. Glenn Goldsmith, President Board of Trustees New York State. Department of.Environmental Conservation. Division of EnvironMental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony'Brook, NY 11790-3409 Phone: (631)444-0365 •Fax: (631)444-0360 Website:www,dec.ny aair LETTER OF NO JURISDICTION TIDAL WETLANDS ACT July i9,201.8 Jonathan.Rebell Noah Levine 360 Central Park West Apt 12E New York, NY 10025 Re: NYSOEC ID 014738-04611100001 Rebell.Property 4790:Blue°Horiz6n Bluffs Peconic, NY 11958 Dear Mr. Rebell: Based.-on the information.you submitted, the Department of Environmental Conservation has determined that the portion of the above referenced,property shown.laridward Hof,the'Crest of Biuff'as evidenced on the.survey prepared by Howard W.Young, last revised July 09;2018 is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no permit is required for project:activity`proposed lan"dward of the '.Crest of Bluff. Be advised, no construction,sedimentation;or disturbance ofany.kind may take place-seaward' of-the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is.:your responsibility to ensure that all precautions are taken:to prevent any.sedimentation or'disturbance within Article 25 jurisdiction-which may result from your.project.. Such,precautions°may include maintaining.adequate work area between the jurisdictional boundary and�your oroject.Q.e:.a`1;5'wide construction area)oretecting a temporary fence; barrier, or hale bay.berm. This.letter.shall remain valid unless site conditions.change. Please note::that this.,letter does not relieve yo .of the-res s'il ility of obta' ing any necessary perrriits::ot approvals from itheragencies or local M. icipalitie S' cerel n antl epu _ 0 strato.r�'"�' cc: Thomas;:Wolpert NYSOEC-TW File (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E%ISTINC STRUCTURES ARE FOR A SPECIFICPURPOSF AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT eE CONSIDERED TO BE A VAUD ME COPY. ♦ CERTFTCATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 10 THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE UNDING INSTITUTION CERTFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)8 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, N HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York I1401 tel. 651.727.2505 fax. 651.721.0144 admin®youngengineering.com �N� �OVS Howard N. Young, Land Surveyor Thomas C. Nolpert, Professional Engineer Douglas E. Adams, Professional Engineer N86�Oc1L22BE Robert G. Tast, Architect 5.cI51 4Q.3� \ 71E LINE ALONG APPROX. N \ S ON 6N MEAN WATER MARK _ - - ` TOE OF BLUFF SITE DATA ., - _ - ACRES%O -• — _ AREA .21 8AC 53,049 SQ. FT. " 1 7 R 7-zo — /,. SUBDIVISION- MAP OF BLUE HORIZONS FILED IN THE OFFICE OF THE -- S 10 � -- -. � -- —30� _ CLERK OF SUFFOLK COUNTY ON SEPT.30,1985 AS MAP NO.7974. -- —' -20�;.;. 4 VERTICAL DATUM - \ —"o- - - ZONING USE DISTRICT =RESIDENTIAL - A A (1988 N V DATUM ) ' *ZO L LOW DEN E - .. d DENSITY 1 ACRE(R 40) cRE 5T of BLUFF 17- 0 b RESORT RESIDENTIAL(RR) NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =7 -- -- - p _GEHA LIMIT \ - �� MINIMUM REQUIRED I/A OWTS CAPACITY =770 GAL o�� 9 q!V O * PROVIDED I/A OWTS CAPACITY =1,000 GAL tJ -( 0 5� o �` �''i °@ * LEACHING SYSTEM REQUIRED =475 SFSWA 0. �9S s �s �J S LEACHING PROVIDED =525 SFSWA —40 QI a � ® 150' ' F2 �� of , _ h� ENGINEER'S CERTIFICATION \ I SILT PENCE _ T �� `fi` _ —\ "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL \ a STAKED 40— — — — — SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY HAYBALFS \b O DIRECTION.BASED UPON A CAREFUL AND THOROUGH STU13YDIF-THE \ SITE AND GROUNDWATER CONDITIONS,ALL FACILITTIr5;A$=PF20PaS 6;.t e r� ' CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF-IAEAL(TFi SERVIC S \ p '� �� CONSTRUCTION STANDARDS IN EFFECT A5 OF This bA 1 " NOTES FOR ABANDONMENT OF `� ��i o SANITARY STRUCTURES \ ss � 01 90 0' ABANDONMENT IN-PLACE \\ trict (RR) . c�. � � EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL Vic pis a �" j Ryti WNDow N Zoning 40) 9 3• w WELL s, ;. r,.r," • >, RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, \ U pistrict (R- '° �' � •S / � __..-- HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n � "�; F..„"�c Ar•.. ,,x. ;�,,A•,: Ni REMOVING THE TOP OF THE STRUCTURE(S),BACKFILLING WITH \ Zon(n9 6 `L- �y co y _ 4' a -- TEST HOLE T}IOMAS C.VVOLPERT,N.Y.S.P.E.NO.61483 s SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY \ A� tip' p FROM PILED MAP DOUGLAS E.ADAM5,i�!.`,'.5.P.E.NO.80897 COMPACTING. CONVERT p ?i , '9 �% • STRUCTURE TO O.O' %Q "'I �' y ��o� GARAGE/POOL — — — — — - TOPSOILSURVEYOR'S CERTIFICATION - ^I ABANDONMENT BY REMOVAL \ °�, °. 96 a o do L �, LOAM EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING \ �9Q o �\ $ GSF q IOLJ -- = ALL RESIDUAL SEWAGE WASTES BY A LICENSED HAULER, °� �` ��' ° ���, v�'o « yp o 0 2,o WE HEREBY CERTIFY TO J O NATHAN R LZ TH T-' 15. REMOVING THE ENTIRE STRUCTURE(S),BACKFILLING WITH \ �^ O �" o� J ti i 5AND, -_- `� , _ 5URVEY NA5 PREPARED IN ACCORDANCE P`rf{.`T iE ODE C SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY s o G !` owns o-�,E 2�c - �L C)"`9 ' 9 lD \ CLAY PRACTICE FOR LAND SURVEYS ADOPTED t•T. A1= YORK,'5TTE COMPACTING. /Sd \\ ��Qh�9 o PROPosED�pW�ATER t� �FE y 10 ��� \ °�� \ lsrU A550GIATION OF PROFESSIONAL LAND k )FORS, 0 SERVICE .. \ \ I0.01 - s ABANDONMENT OF SEWER PIPING �„�� �%, , ��4, ti° \ k P THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS E,1 os \ g. \ LF3 ' W A MEANS OF ABANDONMENT.THE DEPARTMENT SHOULD BE b� 9 \ °�p��0,, ��' \ \$ ! V DIA.x 6'ED J!4_ _ C� �,v 0 AND CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF a�/�9 ` �� 'off \ LPt f2� \ BRA VEL FUTURE CONSTRUCTION IS CONTEMPLATED IN THE AREA OF S \.. LP3 (SK HOWARD W.YOUNG,N. .L.S.NO. 893 THE ABANDONED SEPTIC SYSTEM. CY °4-\ \\� / \ \ �`�Cq D 1k O \ EX.SANITARY SYSTEM TO eE ABANDONED IN ACCORDANCE CERTIFICATION REQUIRED J WITH SCOH5 STANDARDS THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS, ` \ o 0 EITHER IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY d `\ `ps. Q �i NO KATER SURVEY FOR EITHER A LICENSED DESIGN PROFESSIONAL OR LICENSED ` PROPOSED ��� � '\ \\ c ENCOUNTERED CONTRACTOR AS INDICATED BY THE DEPARTMENT ON THE \ SANITARY SYSTEM h >,\ \\ , 9 JONA THA N REBELL �Q „, PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL ` \ ° 7 0 SEWER DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH \ PROPOSED / y \`\ \\\ g� �o LOT 6 "MAP OF BLUE HORIZONS" JURISDICTION SHOULD ALSO BE CONTACTED. \ DRIVEWAY SWIMMING POOL ' \ DISCHARGE \ \ s V DIA.x 4'ED �v �S kk \ \\ S� at Peconic, Town of Southold w \ \\\ �, �� Suffolk County, New York N NOTES \\ PROPOSE KATTM SERVICE 1.THE OWTS SHALL BE MODEL CEN-10 MANUFACTURED BY FUJICLEAN USA. \\` BUILDING PERMIT SURVEY r \ EX157IN67 WATER �\ 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SCDHS \ SERVICE TO 5E ABAftDONED P County p 74 Block 01 Lot 35.56 REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING \ qb \ Coun Tax Ma District 1000 Section 0 SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. WELL FIELD SURVEY COMPLETED DEC.10,2019 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A RCP DRIVEWAY TO BE a MAP PREPARED AUG.19,2021 FUJICLEAN USA REPRESENTATIVE. RELocATED � y r•/ '�o ,01 Record of Revisions 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE \\ tJ h �a t, ° ti� REVISION DATE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE LOT COVERAGE _5GENERAL AMENDMENTS SEPT.08,2021 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF - EXISTING g, SCDHS NOIA#1 OCT. 26,2021 THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF 1 STORY FRAME HOUSE =867 SQ.FT. = 1.6% \ GENERAL AMENDMENTS APR.13,2022 THE SUFFOLK COUNTY SANITARY CODE. \ — o AMENDED BUILDING PERMIT DATA MAY 16,2022 5.ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). PROPOSED TOTAL= 867 SQ.FT. =1.6% \ �ry 2 STORY FRAME HOUSE = 1,786 SQ.FT. \ LFI °�' 6.THERE ARE NO EXISTING OR PROPOSED GAS SERVICES. SCREEN PORCH = 241 SQ.FT. \ (2)V DIA,x IO'ED a DECK =497 SQ.FT. 7.EXISTING ELECTRIC SERVICE IS BY OVERHEAD WIRES. PORCH = 255 SQ.FT. \ POOL = 800 SQ.FT. 40 0 20 40 80 120 C \ o TOTAL= 3,579 SQ.FT. =6.7% \ r4 „ a Scale: 1 = 40 JOB NO.2021-0241 DWG.2015_0067 2021-0241-bp 1 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURrOSF AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGFNCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIr.NEES OF THE LENDING USTITUTDN CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPCOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE �441­ 400 Ostrander Avenue Riverhead New York I1a01 \ '�` 9 �. PROPOSED WATER °� `E y �O ��� tiaa tel. 651.727.2505 fax. 651.727.0144 SERVICE ; d \ adminc�youngengineering.com l 2 2 DB \\ op op cb. 16 LF3 DIA.x 6'ED ,�- la 4 � 4 � b9��E \ �O� 00 Lit �� \ O 9,r ` LP3 �qyo�\ / \ \ - Howard N. Young, Land Surveyor `YO 4z \ EX.5ANITARY 5Y5TEM TO BE 2 '1 y \ '0 Thomas 0. Nolpert, Professional Engineer ABANDONED IN ACCORDANCE \ \ V41TH 5CDH5 STANDARDS W" h6 \\ \\ �p�p Douglas E. Adams, Professional Engineer Robert O. Tast, Architect \ PROPOSED \ SANITARY SYSTEM PROPOSED w \\ \D15r-HARGE 1 SITE DATA \ DRIVEWAY SWIMMING POOL \ \ �' \ \ \ \ Sirs \ 8'DIA.x 4'ED AREA 1.21 O�'� `.>'Q. FT. = 78 ACRES OR 55, T \ l� PROPOSED SERVICE E \\\ *SUBDIVISION-"MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF THE \ 9'a 01 \ \ \\\ CLERK OF SUFFOLK COUNTY ON SEPT.30,1985 AS MAP NO.7974. EXISTING WATER O SERVICE TO BE * VERTICAL DATUM =NAV DATUM(1988) \ ABANDONED Pc qp \ *ZONING USE DISTRICT =RESIDENTIAL LOW DENSITY 1 ACRE(R-40) " Clio /1o� d RESORT RESIDENTIAL(RR)' 4jG 6 WELL *GAS SERVICE NOT AVAILABLE RGA DRIVEWAY TO BE W RELOCATED r f *FINISHED FLOORS ELEVATION TO BE VERIFIED BY ARCHITECT \ 0� `�� S \ _ - - _ \ (2)8'DIA.x 10'ED �- — \ ENGINEER'S CERTIFICATION I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL \ OY` SY5TEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5TUDY`OFTPI -SOIL, SITE AND GROUNDWATER CONDITIONS,ALL FACILITIS;,AS'PROP05ED; CONFORM TO THE SUFFOLK COUNTY DEPARTMENT Of HEAL'THSERVICES� 0 C CONSTRUCTION STANDARDS IN EFFECT AS OF THIS bi1TE'', `p ' o // \rn^�! ro` .( ��\U '.`.'�.a',d�d', d��„ .� f✓rl�i% ;!'+ ;r.Aa '»/ "",fr •;,A .....,, 'P ,;f,. Q HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n THOMAS C.WOLPERT,N.Y.5.P.E.NO.61483 s i5 DOUGLAS E.ADAMS,N.Y.S.P.E.NO,80897 N / o /^ SURVEYOR'S CERTIFICATION_��-- WE HEREBY CERTIFY TO J O NATH AN R b L-L THAT THIS, SO" 5URVEY WAS PREPARED IN ACOORDANOE lTf4 THE'•F,,C>DE OF` PRACTICE FOR LAND 5URVEY5 ADOPTED ,.THE NLW tiYORKI TA I ASSOC ND RYIATION OF PROFESSIONAL LAEY�0R5, N / ! Ro o: HOWARD W.YOUNG, 5.L.S.N 5893 -� SURVEY FOR JONATHAN REBELL LOT 6, "MAP OF BLUE HORIZONS" at Peconic, Town of Southold Suffolk County, New York BUILDING PERMIT SURVEY \ County Tax Map District 1000 Section 74 Block Ol Lot 35.56 o \\ FIELD SURVEY COMPLETED DEC.10,2019 o y MAP PREPARED AUG.19,2021 o Record of Revisions p REVISION DATE \ GENERAL AMENDMENTS SEPT.08,2021 SCDHS NOIA#1 OCT. 26,2021 GENERAL AMENDMENTS APR.13,2022 AMENDED BUILDING PERMIT DATA MAY 16,2022 12-o> 40 0 20 40 80 120 a Scale; 1" = 40' JOB NO. 2021-0241 DWG. 2015_0067_2021_0241_bp 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSEAND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 10 THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING IWTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCARON OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE -1/2' VENTILATION PIPE - 400 Ostrander Avenue, Riverhead, New York I1a01 SCUM BAFFLE tel. 631.727.2303 fax. 651.72-I.0144 '-il 3'-3' � 2-6' CHAMBER Volume(gal) adminc�youngengineering.eom Q SedAnaerobic Filtration Chamber 558 0" � witl1q. Q2 Anaerobic Filtration Chamber 556 ECIRCULATION © Aerobic Contact Filtration Chamber 248 AIR LIFT PUMP ® Storage Chamber 125 ISINFECTION © Disinfection Chamber 11 Howard W. Young, Land Surveyor CYLINDER (OPTIONAL) Thomas 0. Wol ert, Professional Engineer 4' INLET PIPE ® • OUTLET PIPE Total Volume 1,498 Douglas E. Adams, Professional Engineer s'-e !A SPECIFICATIONS Robert G. Tost, Architect © Anaerobic Media PP/PE Filling Rate 46% AIRL LIFT PUMP i Board Type Aerobic Media PVC/PP/PE Filling Rate 17% Aerobic Media PP/PE Filling Rate 54% INLET BAFFLE 0 Blower 3.0 cfm Tank F]tP Piping PVC/PP/PE Access Covers Plastic/Cast Iron RECIRCULATION PIPE (CLEANING ANINGF OPENING) � 1/2' AIR INTAKE Disinfectant(Optional) Chlorine Tablets FLOW OPENING (TYP. B PLAN VIEW METER 18' MANHOLE (TYP IS' MANHOLE (TYP 24' MANHOLE (TYP 4' MANHOLE INCOMING SERVICE ,DISINFECTION YLINDER (OPTIONAL) LOW OPENING DEDICATED 1,_6, ❑ TYPE 15 AMP BREAKER CONTACT MEDIA I MI 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY #12-2 AW6 WITH GND IN I" PVC CONDUIT MAIN ECIRCULA© ASSEMBLY TION SERVICE PANEL 6'-5' 5'-2' — / — ?- © 4'-u7�' (Z a'-u� HARDWIRE ® © © EROBIC MEDIA ERATION ASSEMBLY ENGINEER'S CERTIFICATION GROUND 5JE RHOMBUS AIR BLOWER "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL CONTROL SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY SECTION A-A VIEW SECTION B-B VIEW PANEL DIRECTION.BASED UPON A CAREFUL AND THOROUGH r5 .YUF�tiSOIL, SITE AND GROUNDWATER CONDITIONS,ALL FACILIS PROPOSl 6;` CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF HEA�'fH' ERVICES„ : FUJICLEAN USA CEN-10 ELECTRICAL ONE—LINE DIAGRAM CONSTRUCTION STANDARDS IN EFFECT AS OF TI-66p�.� NOTE: ALL CONDUITS CONTROL PANEL MOUNTED ON 4"x4" PRESSURE BETWEEN PANEL AND N TREATMENT TANK MUST BE TREATED WOOD POSTS M, ', p^,a ;. :,t• ALARM/CONTROL SEALED TO PREVENT 6A5 PANEL MDL#1041a72 LEAKAGE INTO PANEL HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n ' PANEL. "A" -AIR BLOWER THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 " MFG BY 5JE RHOMBUS FOR WIFI COMMUNICATION DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 0 INSULATED WEATHER DEVICE; < RESISTANT BLOWER o ENCLOSURE USE ALARM/CONTROL ofT PANEL MDL#1045040 SURVEYORS CERTIFICATIO -- - �`'',, N CONTROLLER "G" MFG BY �- 5JE RHOMBUS '� WE HEREBY CERTIFY TO JONATHAN Rl`�B€i:LTAT THl{S o ? ? SURVEY WA5 PREPARED IN AGCORDANGE/Ityf j-`THt CODE OFF^ \ Ni i I I PRACTICE FOR LAND SURVEYS ADOPTED, Y ThiE NEW:YORK S(TATE`1 o ; AIR LINE TO ASSOCIATION OF PROFESSIONAL LAND Stti'1;YOR5,Til M ILI FUJIGLEAN OWTSi FIN. GRADE w In 58 ELECTRIC SUPPLY uF0 2 STORY SWEET AIR VENT GAP TO BLOWER L. :yND � __A ELECTRICAL HOWARD W.YOUNG,N.Y.S.L.S.N0.45893 FRAME HOUSE MFG BY TUF-TITE SUPPLY TO FUJIGLEAN (7 BEDROOMS) (3' MIN FROM ANY OWT5 SPLICE BOX FFEL=47.0 1 DOOR OR WINDOW) CONTROL PANEL $ BLOWER SURVEY FOR 57' SCALE: NTS 4" PVG T 2.00% MIN. JONATHAN REBELL z 5' 5' 24' n 4° PVC c� RISERS 8 COVERS LOT 6, MAP OF BLUE HORIZONS" ao LOCKING WITH SAFE 4„ PVG ®TY LIDS LOCKING 4 PVC 0 CASTING TO 2.00% MIN. MFG BY TUF-TITS OR 1.00% MIN. CASTING TO 1.00% MIN. at Peconic, Town of Southold EL=55.0 GRADE APPROVED EQUAL GRADE Suffolk County, New York RIM=55.7 RIM=33.5 RIM=53 3 TOPC5LA6 FROM Y EL=33 0 OR DOME BUILDING PERMIT SURVEY HOUSE N ___. GONG. COVER p 0 County Tax Map District 1000 Section 74 Block 01 Lot 35.56 — ------AIRLIN[--- IE=31.0 FIELD SURVEY COMPLETED DEC.10,2019 a IE=2�1.86 IE=2�i.76 �5" VENT IE=211,411 - HOLE IE=2�l.44 IE=:2 34 IE=2Q.10 MAP PREPARED AUG.19,2021 CONNECT 5" PVC, VENT LINE POURED CONCRETE IE=21.66 4' Record of Revisions TO VENT HOLE IN OWST INVERT SEE DETAIL FOR REVISION DATE OWT5 COMPONENTS 4 DIA. DISTRIBUTION BOX PROVIDE GLEAN OUT AT 4' DIA. DISTRIBUTION BOX GENERAL AMENDMENTS SEPT 08 2021 FACE OF BUILDING PROVIDE END GAP L=VELING DEVICE LP2 SCDHS NOIA#1 OCT. 26,2021 MDL#SL-4 MFG BY TUF-TITS OR GENERAL AMENDMENTS APR.13,2022 AIR LINE TO BLOWER APPROVED EQUAL. FOR ALL AMENDED BUILDING PERMIT DATA MAY 16,2022 DISTRIBUTION BOX OUTLET PIPES 1,000 GAL. I/A OWTS MDL. CEN-10 MFG. BY FUJIGLEAN USA COI 8' HYDRAULIC PROFILE 40 0 20 40 80 120 SANITARY LEACHING POOL _ 9 TOTAL OF (5) POOLS Scale: 1„ - 40 525 SFSWA JOB NO.2021-0241 DWG. 2015_0067_2021_0241_bp 3 OF 3 IEF - INSIDE EDGE OF FORMS IEG - INSIDE EDGE OF GUNITE DIMENSIONS ARE TO GUNITE GUNITE ELEVATIONS SYMBOL KEY 41'-10" IEF 40'-1" IEG TOP STEP (6" WIDE) 7j" BELOW BEAM SKIMMER - 2" PORT (3) 7'-7" 13'-4" 13'-4" 7'-7" DAM WALL (11 IN. THICK) 42" BELOW BEAM DIRECTIONAL RETURN(6) /-47 CHANNEL DRAIN 2 SPA ET � 12 BELOW BEAM ` SECOND STEP (12" WIDE) 17" BELOW BEAM �— LED NICHELESS LIGHT (4) SPA BENCH (18" WIDE) 234" BELOW BEAM ] SPA JET (12) 18" SQUARE l<, Cm=Lo= HARTFORD LOOP (1 ) %; STEP (2) THIRD STEP (12 WIDE) 262» BELOW BEAM SPA LIGHT 34�" BELOW BEAM -- A FOURTH STEP (12" WIDE) 36" BELOW BEAM FLOOR AT STEPS 45j" BELOW BEAM ELECTR';A>L Ww %`°'` 11" GUNITE POOL LAYOUT Bti a t�ECTIC EC� I E L� ; `:; DAM WALL " g' SCALE: 1/4" 1'-0" VEDAS NOTED - DATE: B.P.# zl FEE: BY: s NOTIFY BUILDING 7=PARTMENT AT !' DIATELY' 765-1802 8 AM T C 4 FM FOR THE "ENCLOSE POOL TO CODE 8 x 8 SPA FOLLOWING INSPECTIONS: °q UPON COMPLETION, 1. FOUNDATION T`�"JO RECUIRED ''' 1BEFORE-VAT .R.";' SPA JETS 20" �, FOR POURED CONCRETE I '— APART ib ® ° 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONS T RJR' lha' MUST ®° BE COMPLETE r: �. " � _, . � ® ® ® ® ® 18 BENCH ALL CONSTRUCT i� ..;r�L MEET THE / f REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. LOWER HAUNCH 12" IN JET AREA TO PROVIDE AMPLE COVERAGE BEHIND JETS 40'-1" COMPLY WITH ALL CODES OF 6'-5" 4'-2" 7'-5" �----- 10'-1" I 12' NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF o 0 0 s s � r'K�I t7 I ,Fj I ' iv+,i ,dN'"dG BOARD °' SOUTHOLD TOVNI TRUSTEES ti L' N.Y.S.DI: 6" GUNITE FLOOR OCCUPANCY NCY OR POOL PROFILE IS NOT cvv �II+�-'/'1I�LvA�FIIUL POOL PROFILE DESIGNED TO ACCOMMODATE USE IS'UNLAWFUL #4 BARS 12" DIVING EQUIPMENT WITHOUT CERTIFiC,i O.C. E.W. SCALE: 1/4" - 1'-0" OF OCCUPANCY ,I D ,- -IN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 UI ' ` ?` OF THE TOWN CODE. BUILDING DEPT TOWN OF SOUTHOLD -oF f�-��Y-, GENERAL SPECIFICATIONS DIMENSIONS: 20'-0" x 40'-0" ,1 SECTION A SCALE: 1/4" _ 1'-0" l� SURFACE AREA: 800 SQ. FT Ado 6��f ��` us� PERIMETER: 120'-0" L.F. m� n� m TANK VOLUME: 23,400 GALLONS JOHN TEUFEL, PE IMPERIAL GUNITE LEVINE RESIDENCE TEUFEL BUILDING DESIGNS, INC. 59 PRIMROSE LANE OAKDALE NY 11769 p- NORTH BABYLO N NY 11703 POOL LAYOUT 4-`� 90 BLUE HORIZON BLUFFS 516-658-8871 631-244-0073 D E C O NI C NY 5/25/22 SHEET 1 OF 2 30" (1 ) THIS DESIGN IS BASED ON A DRAINAGE 174" --I GROUNDWATER SOIL WITH S THAN 10% SILT. SHALL NOT EXIST WITHIN 12" COPING-� #4 BAR CONTINUOUS THE LIMITS OF THE EXCAVATION. IF 7 GROUNDWATER DOES EXIST WITHIN SIX FEET BELOW GRADE, SPECIAL DEWATERING FACILITIES WILL BE NOTES: REQUIRED. WATER DISPOSAL IS LIMITED INSTALL PIPE MINIMUM 10 INCHES BELOW BEAM. - TO THE OWNER'S PROPERTY. d- CAULK/SEAL PIPE INTERFACE PRIOR TO PLASTER. N MINIMUM 1-Y2" PIPE LENGTH IS 14 INCHES. N (2) NO SURCHARGE WILL BE ALLOWED USE ONLY SWEEP ELBOWS IN ELECTRICAL CONDUIT. WITHIN 4 FEET OF SHALLOW END AND 6 FEET FROM DEEP END. ALLOW 24 INCHES OF SLACK WIRE BEFORE TRANSFORMER CONNECTIONS. (3) THE PNEUMATICALLY APPLIED USE INTERMATIC TRANSFORMER PX-100 OR PX-300 DEPENDING ON NUMBER OF LIGHT UNITS INSTALLED. CONCRETE, (GUNITE) SHALL BE A MINIMUM NO SEPARATE GROUNDING WIRE REQUIRED. 3/4"" TO J X 2" PUMP MIX OF 1 : 5 WITH A MAXIMUM OF 3.5 -BO EACH NICHELESS LIGHT REQUIRES 14 WATTS AND 1.2 AMPS. j NICHELESS LIGHT GALLONS OF POTABLE WATER PER 98 MAXIMUM NICHELESS CORD LENGTH IS 100 FEET. LBS. OF CEMENT. #4 BARS 12" O.C. E.W. LIGHTS MUST BE INSTALLED BY LICENSED ELECTRICIAN IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. (1 ) REINFORCEMENT STEEL SHALL BE SEE JANDY INSTALLATION AND USERS GUIDE FOR ADDITIONAL INTERMEDIATE GRADE BILLET STEEL WITH INFORMATION. A MINIMUM LAP OF 30 BAR DIAMETERS. LIGHT & SKIMMER SECTION (2) POOL WATER SUPPLY BY OWNERS SCALE: 1" = 1'-O" GARDEN HOSE, FILL SPOUT OR AUTOMATIC FEEDER. 12 VOLT TRANSFORMER (3) PUMP CAPACITY IS TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. POOL IS TO BE KEPT FULL DURING FREEZING WEATHER. TRANSFORMER 10 " CONTINUOUS BEAM (4) OUTDOOR POOLS SHOULD BE W/ (3) #4 BARS PROTECTED BY A FENCE, WALL OR \- „ J BUILDING IN ACCORDANCE TO THE N. Y. S. 24 SLACK WIRE J .;. GUNITE BEAM WATER TIGHT FINISH BUILDING CODE. X N #4 BARS 12" O.C. E.W. TILE Q =4y 9" WALL (5) INSTALLATION IS TO BE DONE IN 3" MINIMUM ACCORDANCE WITH ALL FEDERAL, STATE 1" CONDUIT STRUCTURAL WATER SIDE AND LOCAL BUILDING CODES AS WELL AS ZWA`TERLEVEL 12" R NSPI SUGGESTED STANDARDS. SWEEP ELBOW FILL 6" FLOOR LOCATION OF OVERHEAD WIRES TO MEET 14 3" MINIMUM REQUIREMENTS OF N. Y. S. BOARD OF FIRE SOIL SIDE - UNDERWRITERS. JANDY PRO SERIES NICHELESS LIGHT ADAPTER SP1022S INLET FITTING 4" MINIMUM THICKNESS ROCK PACK LIMIT OF POOL - SEALANT COMPANY WORK PLASTER 1-1/2" PVC SHALLOW END WALL DETAIL � , PIPE SCALE: 1/2„ = 1 -0„ LIGHT INSTALLATION SCALE: NONE � GENERAL SPECIFICATIONS � 0 DIMENSIONS: 20'-0" x 40'-0" L �e ,.� r.a �, � WATER DEPTH: f ff TO f ff SURFACE AREA: 800 SQ. FT flJ 6143E �� PERIMETER: 120'-0" L.F. FSSIONN TANK VOLUME: 23,400 GALLONS JOHN TEUFEL, PE IMPERIAL GUNITE LEVINE RESIDENCE TEUFEL BUILDING DESIGNS, INC. 59 PRIMROSE LANE OAKDALE NY 11769NOTES 8c P-2NORTH BABYLON NY 1703DETAILS 4'� � 0 BLUE HORIZON BLUFFS 516-658-8871 1 631 -244-0073 5 SHEET 2 OF 2 1 p E C O N I C NY /25/22