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HomeMy WebLinkAbout49622-Z oF SOjjTy°�o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd cOufmv Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45734 Date: 11/03/2024 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 6190 Great Peconic Bay Blvd Laurel,NY 11948 Sec/Block/Lot: 128.-2-5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 07/24/2023 Pursuant to which Building Permit No. 49622 and dated: 08/28/2023 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: inground swimming pool fenced to code as applied for. The certificate is issued to: Mary Hoeltzel Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49622 07/10/2024 PLUMBERS CERTIFICATION: A tho zed ignature o�Su fol�co TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT cox TOWN CLERK'S OFFICE rft "oy • W 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#: 49622 Date: 8/28/2023 Permission is hereby granted to: Hoeltzel, Mary 213 Orchard Way Wayne, PA 19087 To: Construct an inground swimming pool to an existing single-family dwelling as applied for. Pool and pool equipment must maintain a minimum front yard setback of 40 feet and a minimum side yard setback of 10 feet. At premises located at: 6190 Great Peconic Bay Blvd Laurel SCTM # 473889 Sec/Block/Lot# 128.-2-5 Pursuant to application dated 7/24/2023 and approved by the Building Inspector. To expire on 2/2612026. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector o�*pF SOUT�,QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. • �o sean.devlinC&-town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mary Hoetzel Address: 6190 Great Peconic Bay Blvd city,Laurel st: NY zip: 11948 Building Permit#: 49622 Section: 128 Block: 2 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL.ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic 'Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: Intermatic Pool Panel 8 Circuit/ 3 Used, Pump 220GFI, Heater, Lights w/ Deckbox Trans. 120GFI, Salt Generator, Autocover w/ Keylocked Switch 120GFI, Waterbond Notes: Pool Inspector Signature: Date: July 10, 2024 S.Devlin-Cert Electrical Compliance Form Of SOUIyO� 7p, # Towle OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: eel/ �✓ DATE 2- 2 INSPECTOR OE SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. °yco , 631-765-1802 q16-iVINSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINA464,� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: l [ 4"4., AD JAA,,- -CPA-) DATE INSPECTOR SOUIy°� / . * # TOWN OFSOUTHOLD BUILDING DEPT. cou 631-765-1802 -INSPECTION - I FOUNDATION .1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [._ ] FIRE SAFETY INSPECTION [ ] :FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]. RENTAL REMARKS: Sori Y� DATE /0 INSPECTOR v MELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) 3 ------------------------------------- FOUNDATION (2ND) 6- z ^ o �H ROUGH FRAMING& PLUMBING 313 INSULATION PER N.Y. STATE ENERGY CODE o To/ FINAL ADDITIONAL COMMENTS 0 c. I05�� a3 Z 'PCL t L, v e r o z x b >! o 6 TOWN OF S®UTHOL D—BUMDING]DEPARTMENT Town Hall Annex 54375 Main Road.P. O.Box 1179 So uthoid,-NY 11971-0959 �N Telephone(631) 765-1802 Fax(631) 765-9502 littns://www southoldtowruM. ov N.. AGL'1 ITS Date Received APPILCAT10-N FOR BUILDING PERMIT ij t ;i: "t`t_a1_;1. _.'trE'k.�.F.,� r L5 � J_• For office Use Onl Y PERMIT N0.J!? -Building Inspector. nsp 2 4 !"ector. 2023 3 Applications�'and forms=must:be,f iled;out in their;entiretq:ancorriplete - $UIj D applications.inrill not be accepted: Where.thee:Applicant is,not,the owner,an: TO�i1; j,ING jEPT ;Oarner•s Authorization':forrn[(Rage;2lz shall b'e completied:. 1 1 f''i... Date: - - OWNfER(S)=OF PROPERTY:, _ E ` 'Name: L SCTM#1000- 'Project Address: © Z D Phone#: ��j � a- i/�y Email: Mailing Address: `�"� CONTACT PERSON: Name: - Mailing Address: �� Ain Loo - y� 4L r___.._....... .. _ Email: a ,I n DESIGN PRO FESSiONALMOORMi4T10N: Mailing Address: Phone#: Email: CONTRACTOR'INFORMATIOIV; , - - Name: �� Mailing Address•. ti! R)Ture,w #: I �� -> ( C ail: DESCRIPTION OF'PROPOSED':CONSTRUCTION` it !!'_"`�ii`o9iii`-S�FVcture rAddi. .. � ,. .• - • , - _ -_ _ - tion OAlteration ORepair 'ElDemoliti Estimated Cost of Project: ❑Other lD)( �i I $ Will the lot be re-graded? OYes Po Will excess fill be removed from premises? SA7es ONO 1 M (E�! 1�p&iv- 11f .fl •mva way,Z�gypyntl'fsG'A:Y'M,`P'6WSNf CY` - Y 3, '4 - RQP'y s...� ERTY�,L.F>N -ORIIAATION Existing use of property: �� Intended.use of ro_e.' . , i . _.. P rtY P Zone or use district in which premises is situated: Are there any:covenants and restrictions:with'respect to this property? Dyes o I.F YES,PROVIDE A COPY. y CFieck'B'ox?After(tea dtt1. The cuiee�contraerA�de'si rofessional i' s•rg"sponsible.`forall'drainage:ariilstorm:.wateetssuesa'sip rov itledby`- _ -ha==;t336"oftfie`Towii: e:„` - - .b,.,,: pte;_;.� _ Cod Y•,:APPLifATiON�IS.HEREBY MADE to;the.Sul(dtng,Depaitmeet-forahe.issuanoe;ofa�BulldtngP®rrriitpufsuanfao;tife Buildin Zone,' g Ordinance of theTown of Southold,Suffolk,County;IVew,York and other applicable Caws,'Ordinances or Regutatigns;for the construction'of bulldtngs; �aawons;alterations?or•;for,removal o�_dertiolition`as.Fierein describedrThe:applteant agrees to comply with*..applicable'laws;ordinances,bulldie code•_; g . ,5 housing code andpregulattons and to admitauthoroed tnspe is;on;piemises and;in buiitling(s)for,.neeessery inspeceioris False statemeiftrni de-heieln are- .= E.punishatile:as a dass:Amisdemeanor pursuam to Section 210.4b of tfie New YorkState.Pen I Application Submitted By(print n e 1 ��5 1 [ Autho'ri/zed•Agent ❑Owner 'Signature of Applicant: ' Date: 3w� STATE OF NEW YORK). . COUNTY OF i � being duly sworn,deposes and says that.(s)he is the applicant' (Name of individual signing contract)above named, (S)he is the `-+. (Contractor.,Agent,Corporate Officer,.efc:) of said owner or owners,and is duly authorized:to perform or have perform ed 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 know edge and belief;and. that the work will'be performed in the.manner set forth in the application file therewith. :BARSARA H.TANDY Sworn before me this Notary Public,State Of New York No. OITA6086001 ' Qualified In•SuffolkCounty -j day of 20.G�3 Commission Expires- W Notary Public. . PROPERTY.OWN ER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.' Owner's Signature Date Print Owner's Name 2 ��} �.� t 'x;{ :+v?,�� L,'i+f et k"'' T tY1�/y e R�rA�{■��+�q�yr� z � r a 4.3 '' ~: •:i. •a,..t H''.t,.'k%;€.'^fi ,:tgY',.t'D'+S,ta{.;.a"p,. .i7,7e''c,`~.,.E'RLG :ti�l-tJ1S�TIl1i1VF�'„z.., y ,;4, ;C'?",;.�:�ti:.n � `ri'a. ��t�'C:a.�' ki s''.:'�•c i�xt e� 'sa.:�."�.z.: ,.t:;:"mf ..C.4.p .>'..,., ,�'.`• .�,_...,,�••„ »,:s:' r :z ,,.r ty.�= `;:.�`..r.__.x."..; TY 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? Dyes EdNo IF YES,PROVIDE A COPY. '^a...wy.g8•"'k>.,yr.,yrfi^'re;.{;:i.`a'<i.'S"«r�?x^R;i T.•�<.e "i 4:.., :COM fit. ',�3.r } 4 .,. •..:,.••�„s «.tea ; �, ��.' ' ftee Re. dtttg. tfze oMrrurlaoMraccEr"Irgrprafsss{cnaI Is resst�iet- sn d and�tarm11 dq�tas p�ovJded by :`" b t a SFCgda AAF�I!'A7 ON HEREBY MME to tiu`s Buildin Depsrtmranf for Hutt ii iitee cta B M t„ , idlrs�Re�i�nitpsuan#totfi�eutEdfngZcne tnaetcebt 't S ��1+` Ur;:Co'#�...Neil'orkand.ctfieraiAPl6Eefuua,,0idianoao�� tt fiuttit°co �isik�f{=-{,� . . b«6y���A.'dc'+n j'.�.:P °•`l"/X i...;«.'...._.':.'s:n �. .f R M 0 Viral ge:dicmmNNclftlon'ai ii ereiri desertbed.7fie,appSteaiit±�?ice;. s ty iarlti� ff apPl4Gs6Se Faros;oridi�tanees; e[ cock; ttoma dto"di 'aWtd tiedtasp cta s`crtpfemfses"andlabufld#ti {sj.tociuce s$ttyirr ectitoiis r�lase"st rr eats na3t' etir`ate• y a. ,�§ liar:,pu�suaat'toSecNcrr210:+�5`i�fthe�NearYcrkSta�f+e»alE.ei�%•4 :.f:'�., ' r.Y'•..5�. ..N�,'4te a l Application Submitted By(print n e) th utho zed Agent '13Owner Signature of Applicant: kv-) Date: 1.19 Z-3 77 STATE OF NEW YORK) SS: COUNTY OF 1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,` orporate Officer;etc.) of said owner or owners,and is duly authorized to perform or have'perforined 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 bellef;`and that the work will be performed in the manner set forth In the application file therewith. Sworn before me this day of .2C Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, I ' leul %(t0." 7 VfJOaP- residing at b f� X �— V do hereby authorize IV T . to apply on 'my behalf to the Town of Southold Building Department for approval as described herein. XOV4,`� 71 1 a 123 _ wnees Signature Date Mx i. •e,.14vt(+Zj Pr t owner's'Whe 2 Scanned with CamScanner u 1LDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD F E B - 1 2024To all Annex-54375 Main Road -PO Box 1179 Southol", ew York 11971-0959 tiprt -�� 1 765-9502 s 1 South err south oldtownny.cov,_ seand a� outholdtownnv.aov APPLICATION FOR ELECTRICAL INS-PECTIOIV ELECTRICIAN INFORMATION (AO information Required) Date: - -� Company Name: P Gib ! JVC. Electrician's Name: �'JT License No.: Elec.email: /17um eas 1 1100. oA-1 Elec. Phone No: 1- GAS-=V request An email copy of Cer" a of Compliance Else.Address.: JOB SITE INFORMATION (All Information Required) Name: �`� s Address: p GT C O/l/l i'A Li A VIO 0 (11WeeV Cross Street: Phone No.: Bldg.Permit#: y � email: ! Tax Map District: 1000 .Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE S' OOTAGE (Pl"s®Print Clearly): P0OL G,/VZ - 1 a� 21oars.Foote e: Circle All TO-Apply: Is Job ready for inspection?: YES El NO E]Rough In ❑ Final Do you need a Temp Certificate?: YES 5a.'NO Issued On Temp information: (Ail information required) Service SIzeQ1 Ph[]3 Ph Size: _____.A -#Meters Old Meter# ❑New ServiceOFire ReconnectOFlood Reconnect[]Service Reconnect[]Underground[]Overhead #Underground Laterals 1 M2 M H Frame Pole Work done on Service? 0Y N Additional Information: PAYMENT DUE WITH 10PLiCAT10N Z 2� 1 2 S°0 r-C C* so iLDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD F E B - 1 2024.I.0 all Annex- 54375 Main Road -PO Box 1179 Southol^, ew York 11971-0959 r a hone fi31 765-1802 - FAX(631)765-9502 roc rrOlsoutholdtownnv.cov-•seandta'lisoutholdtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION r ELECTRICIAN INFORMATION (All information Required) Date: - -� Company Name: 1 JVC Electrician's Name: 4C License No.: MLe- Vol f Elec.email: lnvm eaS .. Elec. Phone No: 1- (sS-9 t�4 n request email copy of Certificate of Compliance Elm Address.: JOB SITE INFORMATION (All information Required) Name• Address: e«, «0 0 (4��'�� Cross Street: Phone No.: t - (� - BIdg.Permit#: Wg email: . Tax Ma District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQ FOOTAGE (Please Print Clearly): Po 0i_ (�12 1A'' � $ uare Foote e: Circle All That Apply: Is job ready for inspection?: YES❑NO Rough In Final Do you need a Temp Certificate?: ' YES RNO Issued On Temp Information: (All information required) I i Service Slzem1 Ph❑3 Ph Size: __._A #Meters! Old Meter# []Now Service[]Fire Reconnect[7Flood Reconne.ct0service ReconnectOUndergmund[]Overhead #Underground Laterals 0 1 M2 M H Frame 0 Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION I ( 2q 12 soo Y'.e C* Olfl S M� � 3 d ^�'�" '�'/�C 'KICv fP ��e � cSW COMPLY WITH ALL CODES OF APPROVED AS NOTED , NEW YORK STATE & TOWN CODES S 28_ AS REQUIRED AND CONDITIONS OF DATE B.P.# SOUTHOLD TOWN NOTIFY BUILDING DEPARTMENT AT \ SOUTHOLD TOWN PLAWNN6 OdAfi6 765-1802 8 AM TO 4 PM FOR THE \ FOLLOWING INSPECTIONS: ` SOUTHOLDTOWNTRUSTEES 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE N.Y.S.DEC 2., ROUGH-FRAMING,PLUMBING, �... STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR "IMMEDIATELY" DESIGN OR CONSTRUCTION ERRORS. ENCLOSE000L-TO CODE UPON COMPLETION BEFORE"WATER" ELECTRICAL INSPECTION REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPMR�36 OF THE TOVdN CODE. q _ m L M O 44 39'-7" 40. 40' 40' r o _ o io ro N r I zo U) a0 1� LLI 3,_6, 3' � 3,_5„ ° 3'6" GULF COAST-GC11�11onco�'AST _ OCEAN BREEZE-OB POSEIDON-PS Z TRINIDAD-TND 19,600 al.approx. � 18,900 gal.approx. 17,500 gal.approx. 19,300 gal-approx. g 21I OAO,CalsAppmz.^- 40' 38 35' 39' 33'-8" oo co I I v ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K ACAPULCO-AC 22,000 gal.approx. 17,000 gal.approx. 14,000 gal.approx. 16,000 gal.approx. 16,700 gal.approx. ^ Nt c 34'-8" 35, AVAILABLE TO 39' r R co ti 40, 29'-8" IN LENGTH '�� 4 rn 19 c co cc,) N g L c v So m I 4' n '� o LL LL E p COc�7 W m d' TO Ov � 3'-6" I GULF SHORES-GS I MONTEGO-MT 3 7 LAGUNA DELUXE-LGX I PANAMA I-BL �_ z � ti ti o a Vary CARIBBEAN-MR 15,000 gal.approx. 12,400 gal.approx. 9,000 gal-approx. Gallons Va 17,000 gal.approx. Q. 0_ ( N b s 3 0 > } v o. Z 0 E L J o 0 30' 31,_6„ 30' 30' O Q C a aO s W Q ILL.O X m n3 � co w c: � � CL I3,_7. 3,_7" n 3'_7"J U N SANTA BARBARA-RS ST ROCKPORT-RP .THOMAS-L TRITON-TN 12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. 12,800 gal.approx. cu F NEWy J 34' 33' 27'-7" J ss (� GE` UQ'f 4 a.. 16' GPI:, ti4; z Page r ''�. .pA a j 1 3 6 I I 3-7" e I o s s O ORpFESS\ 3'-7" FIJI-FJI I VALENCIA-ST z 12,000 gal.approx. LAKE SHORE-CD 10,000 gal.approx. KINGSTON-A. Of 7 15,000 gal.approx- 17,500 Gal.Approx. m LL General Notes General sides and ends.The over excavation at the pool bottom is minimum 4 2.Electrical and plumbing installation comply with the respective The swimming pools and spas consist of one-piece fiberglass inches(102mm).The backfill for the pool or spa bottom is a layer of codes in effect at the construction site. construction shop-formed over a mold.The material is fiberglass 3-inch-thick(76mm)bedding sand or trz"clean gravel matching the 3.That all pools are installed in accordance with manufacturer's U) reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, pool or spa profile. recommendations. Wcomposed of isophtalic resin,vinyl ester resin,and fiberglass.The This backfili layer is compacted using a manual tamper and water. 4.The pools and spas produced by Viking Pools Northeast,Inc.176 p > surface finish is a neo pentyl glycol gel coat.Viking Pools produces The pool or spa is then set into place using a crane,excavator or Viking Drive Industrial Park,Jane Lew,West Virginia;Viking Pools Q various styles of swimming pools and spas.When installed in manually and be within 1 inch(25mm)of level.Simultaneous waterfill Central, Inc.,10600 West Interstate 20 East,Midland,Texas;and accordance to Viking Pools installation procedures,the pools and spas and backfill operations then commence.The backfill is compacted with Viking Pools,Inc.,121 Crawford Road,Williams,California;Viking .pas comply with applicable requirements of the following codes: a tamper and water.The installer must ensure that the backfill level Pools Southeast,40119 Country Road 54E,Zephyrhills,FL are co 2015/2018 International Building Code®(IBC) and water level are approximately the same throughout this procedure. manufactured under a quality control program with inspections by a) 2018 International Residential Code(IRC) After completion of the backfill and plumbing,the decking is placed. Columbia Research&Testing Corporation(AA-527). co 1997 Uniform Building Code(UBC) Decks are prepared as indicated in Figures 1 through 4: Z BOCAO National Building Code/2003(BNBC) 1.Cantilevered concrete decks are constructed as noted in Figure 1 in v 2018 International Plumbing Code(D(IPC) all cases. 2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) 2.Cantilevered decks are constructed with brick or stone as noted O 2012 ANSI/APSP/ICC-5 Residential Inground Swimming Pools Figure 2 in all cases. 2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas 3.Raised bond beams are constructed as noted in Figure 3 in all and Swim Spas cases. 2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance 4.Aboveground installations are constructed as noted in Figure 4 in all p co 2011 ANSI/APSP-16 cases. U 2018 International Swimming Pool and Spa Code- Barriers are required where pools are on premises of UBC Group R, (ISPSC-ICC) Division 3,Occupancies or IBC Group R Occupancies.The barriers 2007 ANSI/ASME-Al12.19.8 must comply with Appendix Chapter 4,Division 1,of the UBC or 2014/2017 National Electric Code(NEC) Section 3109.4 of the IBC 2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) Expansive soils: v The overall pool dimensions,depths and capacities are shown in Table For installation of pools or spas in expansive soils,the following 1 and Table 4.The units comply with ANSI/NSPI-5,specified in additional installation details must be followed subject to code official's Section AG103.1 of the IRC,and IAPMO IGC-2000',specified in the approval: r UPC. f^ O ao Models described in Table 2,Table 3,and Table 4 can be placed up 1. All surfaces adjacent to the pool or spas must be excavated to a V♦ N o2 co ti to 19-1/2 inches(49.5mm)above ground.These pools and spas may minimum depth of 12 inches(305 mm)beneath the pool bottom and . � � "t rn , cb� 00 be placed with or without concrete or wood decking.Unless elevated minimum 6 inches(152 mm)behind the pool walls. U co co 00 portions of the units are protected from sunlight by soil berms,decking, 2. Any soft or loose soils exposed by step 1 must be removed until W Lo M etc.,these portions must be coated with a UV-inhibiting opaque paint exposed material is solid.If the soil is still soft and loose,the upper 6 U) E3 0n co co that is compatible with the laminate. inches(152 mm)of all horizontal excavation surfaces must be scarified i M " v X All plumbing must comply with the IPC or UPC.Electrical work must and compacted with mechanical equipment.The compacted surfaces ® N CO Co X X ti comply with the code in effect at the construction site.The pool and and the excavated wall surfaces must be maintained in a moist ® ^O -0 � LL X LL ti spa must remain full of water of all times.A permanent sign,bearing condition until the first lift of backfill or fill is placed against the surface. 0— C o co the following statement,must be attached to the pumping equipment: The term compaction implies any method necessary to consolidate the � z rn M P Notice-The pool or spa is designed to remain full of water at all times. native and fill materials to keep the pool or structure from settling. 1/..1` 4 °' '? 00 A The pool shell may be damaged if the water level is allowed to drop 3. The excavated bottom area of the pool or spa must be backfilled ++ c CO v below the skimmer.When appreciable draw-down is noticed or if it with granular import material to approximately 6 inches(152 mm) Q 0 o N LO o cT Reviewed by: _ o v c� - becomes necessary to drain the pool or spa,contact Viking Pools or its below the bottom of the pool or spa,wetted and compacted. CL v dealers for instructions. 4. The remaining 6 inches(152 mm)must be backfilled beneath Box 933 O P. .Columbia Research&Testing O (1) z co: 0 iU c A permanent label must be installed adjacent to the above sign the pool or spa and outside the pool walls with compacted clean o � o s c indicating the Viking Pools dealer's name,address and telephone granular import material.The pool or spa must be filled with water as 10140 Starr Road, Co � a 0 o number. backfilling progresses to a level equivalent to that of the backfill.The Phonled/sFax 707 495-0420 Q M a Q backfill must be placed in compacted layers of approximately 6 inches 4- 2 X u Installation Procedure: (152 mm)while a uniform height of backfill is maintained around the [AS and ICC/ES Approved Testing Laboratory Q M J F- U Viking pools and spas may be installed without a soil investigation by a pool or spa. Seal: � U — registered design professional(RDP),subject to the building official's 5. Positive surface drainage away from the perimeter of the pool o E Cti3 J Co C i approval,provided none of the following conditions are encountered at and surrounding deck is required and critical to installations in highly Q) 6 the site: expansive soils.Surface area drains and surface drainage swales or T( T®®� U N co 1JJ 1.The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation �'"3 `� pool or spa excavation. of the soil around the perimeter and vicinity of the pool to prevent THE STANDARD of FIBERGLASS }� C) 2.The existence of an uncompacted fill in contact with any portion of excessive shrink-swell or volume changes in the soil. — the pool or spa. Table of Contents 3.The existence of any soil types with an angle of repose that will not Identification: -- N support the walls of the excavation at desired slopes. Viking Page_1_- 'General:Notes F g N/ - pp p g pools and spas are identified by the following information �(tC. Expansive Soils O , pE` 4.Danger to adjacent structures posed by the proposed pool or spa imprinted on the top step of the pool or spa:manufacturers name _ _ __-___. g m location. (Viking Pools)and address,pool or spa model designation,a coded Page_2 -Talites 1_4 of lc, ,- >S LL Page 3 Figures 1-4 a; 5.The existence of any cracks or openings in soil that would not serial number and the evaluation report number(ESR-2014). re Fa e 4 Pool Modets, Page x confine sand or vz"clean gravel bedding. The units also bear the label of the quality control agency,Columbia 9_ - r I r Page 5 Pool Models Continued Research&Testing Corporation(AA-527). 9--= Hydfo=Zorie:Models If any of the conditions above is encountered,excavation must cease - . v z Page 6 Spa Models Z _•.r, �� w immediately.The specified conditions at the site must then be reviewed Findings: That the fiberglass one piece swimming pools and spas are 9 p �\ C a- and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 Page 7 _ Altemafiee iRecirdblation Systems FQA e •� a approve the RDP's report before work is completed. subject to the following conditions. R�FESS���P' The pool or spa excavation profile must coincide with the contours of 1.The construction and pool/spa installation comply with this report E the pool.The over excavation is minimum 6 inches(152mm)on the and the manufacturer's instructions. Length,width and depth may vary up to 3/-all �f 7 Zdimensions are to outside edge of coping,measured from parallel lines. ii. N C6 C7 TABLE 1- POOLS > POOL CODE SIZE DEPTHS GALLONS SQUARE PAGE POOL TWIDTH x LENGTH SHALLOW,DEEP APPROX. FEET NUMBER TYPE TABLE 3- SPAS Acapulco AC 16'x 39' 3'-6",6' 16700 500 4 Type 0SPAS CODE SIZE DEPTHS GAL •NS SQUARE . 0- .Aruba _ ARu IV x 22' - - _3'=6',5'_ --5200 -- -1_77 - -5 Type Q WIDTH x LENGTH SHALLOW, X. FEET NUMBER > Baja SFF 11'-1W x 25' 3'-8",5'-6" 9000 229 5 Type 0 _ .--__ Mystic M 10'x 10' 3' 4" 550 64 6 Barcelona _ ;'BAR _ _-15'x 38' 3'-,6"x 7' __ ._- 18500 _-_ 518 5 Type_Q_ . Mystic S.pilloyer_ vMS1N ' 10'x 11' 3'=4" - _55.0_ _ 64 _6 UJ W Garrib�dge LN 16 x 36. 3=6 J, 6 18000 451 �5 Type"0 e 0 Placid BOS 8 4'!x 8'4'` 3 475 - � Y O _ _ .. _ .__.. _- - _ -- _-._ .e-_.._, ___ .... "_., ---_-- yP,._._ . . Placed Spillover BOSSW 8-4x_9 :4_ _ 3` _° _475: 45 _ 6 Z Cancun CC 16'x 35' 3'-6",6-6" 14000 397 4 Type 0 Regal RG 8'x 10' 3'-4" 600 52 _6 Cancun De'luxe,'.GCX . 1`6'x35' - 4'---3"' '6'=6" 11500 '�381 5 T e.0 Regal_S_lloJer' a .RGS1N 9_xTQ{' Y. 3'-43 s 1500 `52 - 6 -----I ._,._- _ - _ - - - - - - - _YP.� p Caribbean MR 16'x 40' 3'-6"-6'-6" 17000 468 4 Type 0 Royal RY 8'x 10' 3'-4" 600 63 6 Catmei __FF"_ _•;13'=8'x 30 _ 3_'=6':,6' __- -;_- 12000 ___-_ 345 t.5 Type 0 Royal,Spillov_ec-= RYSVII . - 8'=10 x 10 3`a:4" __ `.:500 ,63' _6 Chesapeake CID 12'x 31' 3'-7',5' 10500 292 5 Type 0 Shasta LRS _ T x 7' 3' 420 _ 31 6 Claremont V.' 14'x 33; 3'-7"•,5'-4" -11700 416 5 Type 0_ Shasta Spillover,__ LRSSW T x.8 _- 3' ____ 420,_ 31 < _6 - - - YP YN _- - - Clearwater SP 10'-11"x 20' 3'-5",5' 3600 165 5 Type 0 Superior C5 8'x 12' S" 3' 700 73 6 - - - _ 410 _ 5.Type 0., „ Su Ador5P0L0'x_er_•CSSUV 9 x 12 5 :3'_ __ 700___ :_ 73 Coronado, 'BHBI 15',.34'-_ 3'-6 ,6'-6" 13000 Delray B 11'-10"x 25'-5" 4' 6 8100 264 5 Type 0 - __ _ 6 _ - - - - - - - 3`.. 3' Y 6 Tahoe LOS 7 6 x 7 6 450 37 Tahoe SpilloV,gr _ ,LOSSIN' T.-6'_=x 8"6;' 450 - Errlpr`ess:_ : , FR12 12'x 26' _ `. ;,3y6.,,5;83�' - _ . . _„ti 7600 •__ 275 _, .-_S Type•0�,: Hermosa VFTL 6'-10"x 10'-7" 10.1 2001 50 6 • Fiji FJI 15'x 34' 3'-6",6' 12000 375 4 Type 0 12._x..25-_1 ._ _ 1 -_- S T-y-p-e:0-•.23; . Semicircle; �„"TSCT 8'-4�x 36 - _ 10,' - --<x.�' --�� _.•.�. �92 _ V Gulf Coast GC 15'10"x 39'-7" 3'-5",7'-11" 19600 506 4 Type I j Gulf'Shore' :GS :r r•`, 15,a7'.x34'=8"_._ 3'-7',5'-10..q " 15000 <' 423 _. : :__'4'TYPe.O. r Island Breeze II BN 16'x 40' 3'-6",$' z_ 22000 585 4 Type I V♦ N rn � - Jamaica-- LD g:i0.x19_9' 3;02`';:-5' 3750. 138 j!~ STypeO- I '�--� ° "' m Key West BFF 12'x 25'-7" 3'-7",6' 9000 230 5 Type 0 Cn � co A r Kiggston APo-aY_.` ,16ic 38'_._ _. _ 3;-5.':,.5;8 __ 17500 '_� 555. -;_ 4 Type a _ ��//�� L� o 0 00 V/ p v co CO Laguna LG 14 x 30' 3'-6 ,6' 10000 310 5 Type 0 - — m .. v x Laguna Deluxe_ 1-8 14'x 30 `.._:.. _._ ., 4 6--- s -'1 9000 _ ._ . 300._., 4 TY.Pe_0 O •o co "- m ii _. Lake Shore CD 16'x 33' 3'-7",5'-5" 15000 480 4 Type 0 • E -� C) rn °; . 1314 14'30` 3'=6" 6; - - - --- - 'SHALLOW, ....• NUMBER :3 - rn m r tY 1120 377 _5 Type 0 rn HZDXL WGDXL 8'=6"x 18'; 3'a3", 5' 2800. 1.27" 6 � z L Malibu CRUD 12'x 26' 3'x 4'-7" 4400 209 5 Type 0 - w � ti -_- _- --__ -- , -_r - - -- - - - - - -6"x 18' S' 3600 127 6 in Maui.:. MTK 9'-3"x 16' 3,_4„ 4 2300. 103 - 5.TYPe _ L HZE WGE 8' Mediterranean BP ` 15'-8 x 38' 3'-7", a-17000 512 4 Type 0 - Imo} n CO -- a - - - - - - - - - - �\ Milan CTG 10'x16' 4' _ _ 2450 135 .5 Type_0 / a) Z Nlonaco ATE'' •"16'-x- ��,;•-3-,_$„--$, k , : . a t a a '- Wit__ C'!". �:��r ' 2�000.�-�.�-585 .�. r°'�'TYpe'I 'Montego _MT _ 14'x 35'_ 3'-7" 5'-7" 12400 _388 .___ -__4 Type 0, p o- J _ _. Ocean Breeze OB 16'x 40' 3'-6",5'-8" 18900 585 4 Type 0 '-' 1X- U W Ocean,i,a _ ByGI 16,x 42 3,7 9300 '516 5'Type 0 u) Olympia FR16 16'x 35 3--6",6-6 15250 510 5 Type 0 > J � - -- - - - _ Panama) BL _ ;12'x(35'-.-39') ._ 4_6 ,,4'.-6'.' ___`Va"ries_:• Varies - ,-_4 Type'0- _ TABLE 2- POOLS - Panama II BL 12'x(35'-45') 4'-6",4'-6" Varies Varies 5 Type 0 ABOVE CROUND Poseidon PS- _16',x.40' 3':6" 7' - 17500, --- 538 4'Type 0 _ _ .'_' N _ ,MP- U_ Rockport RP 14'x 30' 3'-7",5'-11" 12800 314 4 Type 0 AL 3T 12500. _ . 326 4 Type 0. - - - - Santa'Barbara RS_ 14.x 30 _ - 3'-6",6'-6" BFF SP co Sea Breeze K 14'-8"x 33'-9" T-5",8'-2" 16000 378 4 Type 0 p_z 'ZeesTNEW St.Lucia GIVI; 12'=3"x_23'-'11 _ 3'=6" 5' = 6000 _ _•- _ 211, ^-.5 Type 0_ MTK Cm B LD �( � G- �YUp r �.. .. ,... - Q _ LL St.Thomas L 14'x 31'-6" 3'-7",7' 13700 396 4 Type 0 9ig Trinidad TND 16'X44 4 _' 3-.6',"T. 19300, . .. _562 - 4.TYpe:O.._ � $ �rd� Page Triton TN 14'x 30' 3'-7,5-11 13500 338 4 Type 0 !_• A,. � , - = - _,ter - w Tropicana MP._ ::.`'9'=6 x 14-6` 4 4 2500 115 _: __ 5 TYPe'0.:- ..-- > Valencia ST 14'-4"x 27'-7" 3'-7",5-10' 10000 288 4 Type 0 nJ Venice_,' ?TEEN 16',40'-2" 3=10",8'-6" 16000 553 5 Type L. ° of 7 Z m L Cl) C6 9 FIG. 1 Length,width and depth may vary up to 3%-all ri a. dimensions are to outside edge of coping,measured °2 TYPICAL CANTILEVER CONCRETE DECK from parallel lines. r 6"X6"-W 1.4 X W 1.4 WIRE MESH OR 3'MIN' REBAR NO.3,ON 2'O.C. 9 a EACH WAY. > SLOPED 1/4"=1' I } 1 (n F12" ' 10" °:e { -I I I I-1 I I I I I I o i- III" 1/4"GALVANIZED 10" FOR CLAY CHAIN (ADOBE) 3"THICK COMPACTED SOIL ONLY. FIG.2 _ SAND(TYPICAL) 4"MIN.THICK COMPACTED CONCRETE DECK GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE I: (ADOBE)SOIL ONLY. STONE DECK 6"X6"-W1.4 X W1A SAND OR 112"CLEAN GRAVEL WIRE MESH OR FIBERGLASS 3'SLO ED 1/4"=1'MIN' REBAR NO.3,ON 2'O.C. —I 6" — POOL SHELL EACH WAY. e II p 12" °_ — I�tr 6 101, _ _ _ t I- I I I=111=1 I FOR CLAY /'� O coI- 1/4"GALVANIZED (ADOBE) C � N 5 'J. M ti 10" CHAIN SOIL ONLY. �+ �/ 2 � I= co 3"THICK COMPACTED CO - M ti SAND(TYPICAL) 00 W � 4"MIN.THICK COMPACTED U o o N o CO FIG.3 _ GRAVEL FOR CLAY o CO (ADOBE)SOIL ONLY. L M v v X . I. x TYPICAL BOND BEAM SAND OR 1/2"CLEAN GRAVEL ® c0 u co 00 CONSTRUCTION g" FIBERGLASS o LL M POOL SHELL � - � ti BRICK,FILLED BLOCK, T MIN. Z A rn C- -F-, c ao u ti OR POURED CONCRETE-'-,, $" _ BACKFILLED DIRT L . � M �_ � a ui v ai 1 � I //% REBAR NO.4,ON 2'O.C. O z s o o r MAXIMUM $ \ EACH WAY. C 11 0- d 24" + e - m � � a ,� X X ® M U a � X-x x--/.. FIG.4 E J >, 12" ° — _ a I Ii 10" TYPICAL ABOVE GROUND INSTALLATION U N 3"THICK COMPACTED `/ 1' I SAND(TYPICAL) �Os NEW L III 4"MIN.THICK COMPACTED MAXIMUM Dz`F JQ I- GRAVEL FOR CLAY 19 1/2" OPTIONAL t�0 @ (ADOBE)SOIL ONLY. MOUND DIRT WOOD DECK g S� // AROUND POOL q !�$ X i SAND OR 1/2"CLEAN GRAVEL /�//� APPROX.6" x° Page a I JJ z FIBERGLASS I—I I1EA I Ii i EI I1EE1I1i it I Ii w '� 6 �` POOL SHELL El OA 7? P III- R�FES E I of 7 3 z 16„ � I U- SURVEY OF, PROPERTY SIT ETA TET V4 LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.G. TAX NO. 1000- 128--02-05 SCALE 1 "=30' AUGUST 10,.• 2015 AUGUST 23, 2019 ADD PROPOSED ADDITIONS ' DECEMBER 2 2020 REVISED PROPOSED ADDITIONS JUNE 16, �1021 REVISED PROPOSED ADDITIONS JULY 13, 2021 ADD PROPOSED REAR SETBACKa ,` JANUARY 31, 2021 ADD PROPOSED SEPTIC SYSTEM FEBRUARY 1, 2022 ADD PROPOSED WATER LINE J�Jc, JULY 11, 2022 ADD ADJACENT HOUSE LOCATIONS AUGUST 11, 2022 RELOCATED PROPOSED HOUSE . '• c;<a/ •� TEST HOLE DATA . lull DUG BY NATHAN T• CORWIN I(l, L.S. ON 1112012021 < " "• ' �. 1 AREA - 27,046 sq. ft. 4 . Q� �SOIL 0.621 ac. O1. DEED W 2. ELEVATIONS FARE REFERENCED TO N.A.Y.D. 1988NCES ARE TO DEED LIBER 12558 P DATUM AGE 9 " . ! BROWN SATY SANG SM EXISTING ELEVATIONS ARE SHOWN THUS:Y=X 3. MINIMUM I/A OATS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. • Q :� . 2 5' FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. y MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE iS 400 sq ft SIDEWALL AREA. «A PALE BROW FINE TO COARSE 4 LEACHING GALLEYS: 8.5' LONG, 4.75' WIDE, 4' DEEP •' 9 �; O HIGHEST EXPECTED GROUND WATER 4. MINIMUM SEPTIC TANK CAPACITY FOR SEASONAL POOL HOUSE IS 1,000 GALLONS. G ----- 1 TANK, 8 LONG. 4'-3 WIDE, S-7 DEEP .. � F�2.8� .,...11.9' 1' ABOVE AVERAGE HIGH WATER AtARMf � r r ,. x t i. - HIGH WATER ELEVATION 1.8' MINIMUM LEACHING SYSTEM FOR SEASONAL POOL HOUSE iS 13.6'OBSERVED GROUND WATER '+�Yj ';•• I � �►' x 1 LEACHING POOL; 8' DIA. X 4' DEEP A� ot`� 'gam WATER IN S. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FiELD Aj 1L4 .t*• rp .-.o PALE BROWN ONE TO COARSE SAND SW OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �t' p� , *�`• �c'*F' i�`� 14• 6. ALL HOUSES WITHIN 150', ARE CONNECTED TO PUBLIC WATER. 7. THE HOUSE IS CURRENTLY CONNECTED TO PUBLIC WATER. ' o� • \ FUJI CLEAN CEN--7 TREATMENT SYSTEM < ' x (NOT TO SCALE) 14 7 y g ; --J PROPOSED FUTURE 509 EXPANSION LEACHING GALLEY ®PROPOSED ex X 4.75' X 4' DEEP LEACHING GALLEY Pool TEA ATTMSENNT SYFUJSTEM LEAN CEN-7 V F Lt PROPOSED PROPOSED 50% FUTURE EXPANSION POOL PROVIDE COVERS: 1 «`S•::.r::•;- ALL. THERMOPLASTIC COVERS MUST BE SET � tb :, a � PROPOSED 8' DIA. 4' DEEP LEACHING POOL AT FINISHED GRADE AND MUST BE LOCKING, PROPOSED SEPTIC SYSTEM DETAIL :::.;:• /WiAAid��� ,INKED FdgnEVYALAETE75EKID PROF (NOT TO SCALE} � . ''s.. ,000 GALLON SEPTIC TANK _ :;• IF A RISER COVER WEIGHS LESS THAN 60 LB~S A EtaUST , SAFETY LID OF DEVICE SF1AL.L, BE PROVIDED, FINISHED GRADE FINISH GRADE PROPOSED 1 & ELEV• 15.0' ELEV. 15.0' DR41MACE SYSTEM' C.4LCUL TWM., is' 1B' 24` PRECAsr REfNFCRGED 2N+cRETE CaVER MANHOLE MANHOLE MANHOLE BUR�D i' DEB+ A. 2 DEEP mmc. 'o�v"bi MIN. 4' DIA TOP EL 13.7, -+�' MIN, �� k • MIN, p HOUSE ROOF AREA: t, 4*Ott• Pt 8' 3' CLEAN ' \y "s .'3':: '', NEW s ft. X 0.17 as 442�cu.ft. f::a: .. LEACHING LEAC u. INV. EL. .P �PIPE II. A OWATS TANK mn. 1 GALLEY GALLEY T•k SAND O ^:..;:,i? r. '�, 442 cu. / 42.2 - i ft. of '14.0 10.5 ver$ca 8 dia. leaching pool required INVERT Fwi COLLAR CLEAR! CEN-7 lrivERT i0 MN. EL• 12.7 PROVIDE: (2) 8 dla. X 6' high STORM DRAIN POOLS ELEV.,1,= TREATMENT SYSTEM `�q' t\t� ► L1� HOUSE ROOF AREA: 324 sq. ft. i+izie• ft. X .17 ---4.75-----{ 324 sq.u. ft ti NEW POOL . / 0. � 153 u. f t. ft. of 8 dia. IrraahTnfl pool required --- �8•2'_ -- Xn'----------------- ----------------- -fir- HIGHEST EXPE GROUND WATER .; ,}. � h� PROVIDE: (1) 8' dia. X 4' high STORM DRAIN POOL BOT. EL 7.9' LEACHING GALLEYS (4) GRou WATER FUJI CLEAN CEN-7 ` � EXISTING LOT.COVERAGE OVER TOWN TREATMENT SYSTEM 1. MINIMUM LEACHING SYSTEMFOR 5 BEDROOM HOUSE IS 400 aq N SftVALL F� DEFINED 4 GALLEYS: 4' DEEP. (8,5'x 4.75) 1 f-- BUILDABLE LAND 27,046{ q• ) OM 5 BEDRO HOUSE. SINGLE FAMILY DWELLING - 550 GALLONS PER DAY 2.LEACHING GAI_EYS ARE TO BE CONSTRUCTED OF PRmsT REINFORCED (OR EQUAL) usE: (1) FWi CLEAN CEN-7 ITREATMENT SYSTEM - 700 GALLONS PER DAY LFACHIHG SiRUCTUM SOLID DOMts AND/OR SLABS.o \- ,` : • •; o DESCRIPTION AREA X LOT COVERAGE 3,ALL COVERS SHALL BE OF PRECAST RMFORCED tx) RE'TE(OR EQUAt.), 4.A 10' min. DLS'TMrE BETWEEN LEACHING RAIL J.f1S A'rR AfAIM LNiE SHALL BE VNTAINk" � M �{ »_. NL1USE-..�.AOP.CH1 »...- ... -. _: „. .. . . . .. .... .. - .�. - 5.AN $' mM. tA5rit�x.'E 6t'TMi>?l ALL tFXSiRiG GALL,E°"`' AND St3snC TANK BE MAINTAINED. -. GARAGE 400 sq. ft. t.SX 4 G01-411 _ i, O '' 'SHED 96 sq. ft. 0.4X 0 TOTAL 2.200 sq. H. E.2X I/A c� SYSTEM - (N0TES) ' 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS $50 GPD. O T t ` • ' S!H CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. '.�`x 132 O USE FUJI CLEAN 2, A LOFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED •' / 3. ALL JOINTS SEALS. BE SEALED SO TANK iS WATER TIGHT, 4. INSTALLER MUST HOLD CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 PROPOSED LOT COVERAGE OVER TOWN ARTICLE YII YtSTHt ENDORSEMENT J. r~�I o� .L 51 HODS 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFc)LK COUNTY BOARD OF HEALTH IN \ DEFINED BUILDABLE LAND {27,046 s ft. ACCORDANCE TO ARTICLE 19, 6. OWNER SHALL EXECUTED O&P CONTRACT WiTH THE MAINTENANCE PROVIDER AS PER s•, ARTICLE 19. 0i ti" $.+t � x"• 1.t'E' / DESCRIPTION AREA X LOT COVERAGE �,dw-�` oor t N4 ;�.`.w c; A HOUSE 7. VENT' I/A WITH A MIN 2 DIA PIPf TO THE EXTLRK?R 510E OF RESIDENCE AND TERMINATE t8 B J�O AV «;. INCHES ABOVE GRADE WiTH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW L 1 ZO O PORCHES 2,324 tq. ft. OR DOOR, ��►�`t.pt''� '•' •Yt 'TEST .+,'�. •. ` x 8. O.ECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE q` ;+ "}: HtOIE POOL HOUSE 324 sq, ft. 1,2X 9. PANEL SHALL MEET NEMA) 4X SPECIFICATIONS. t POOL SYSTEM LOCATION 10.CONDUIT SHALL, HAVEAPPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM �p1'P 1 l :,r;r, ;.; 4M _ f sue` ! E00 REACHING THE CONTROL CFA" 'Y:'? "v,. ,�•% ' ,' # }� 4•PANEL 11.SYSTEM SHALL BE EQUIPPED tNfnl A FUNCTIONING WARNING SYSTEM WHICH WILL , TOTAL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY 4082 s ft. 15.OX OCCUPANTS OF THE RESIDENCE SERVED. .. / 12.AERATOR AND OPERATING COMPONENTSSHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS. f ��v. ..... . FJ 'sr:^;.:t' :�. '• �'° �^�. t PF d"a�.aa r�;�� �....RF^c» .�<�e•....i t".,�eM•«ax..��•:w gt( \ �"N. ^t•'•: +1.f�i 'b'i.a'd ta«.Sk�o.•" *^i.v*.$`.°T'awa».,?.t';: a,�s 'bw+'x�°` '....t1a�'+ �, `•i: •"i�%•. ::•:}::.} "{?: • ;i• .�sr�. ,r d .3s a.;}'aa �aov* Lp+�i.r,3` ,j•,�. `}'i �$'.'.@i .6 ffi- e t�k..,. -M, ry.T ... �Var,�...�.e<.,.»T.., b. i'3 '•�. ,,,, 'tif. :.•t�., 1'S� �}, (��y''(' , ..•'ar' �.e . max '�r 5,.'_�a.a.r.� `a�""L�r1� AERATOR MOUNTING CASTING I,r' ( " ELECT. CONDUIT ;.'• .•: ;: ` _. r •- <. .. OATS WIRING PER MFGR. �L /3), - . 120V AC, 10. 60 HZ, 15-AMP POWER SUPPLY +� s� `':.'` :;::32?:.,::::,.: : Y"• �"'s w- #12-2 AWG WITH GND IN 1- PVC CONDUIT FUJI CLEAN HARDWIRE M 1 "�7n r - Pk. L. 3•`o ..e t F•'s�i,:.. P 3.,>:;i�,:&d S&�.. t .s" ,.a'" 1� NO t ul, EN 7 CONTROL MAI C OWTS SER GE1A \ , PANEL PANEL ELECTRIC SERVICE i/ �,o AIR BLOWER CONECTION i o �'�,,•'Ty �'( � Cs�"ERt C sa 1I. ' , '" IRE • NOTE: BURIED ELECTRICAL POWER CONDUITS 55 1 ---,�y` gg I ,•.1r_1 Y ;I �1. �,� "'Rusi•'l�;'Fa P.E.O'k' SHALL BE MIN. 24 BELOW GRADE L I '� >.:. r , ." 1 " - GROUND ROD / \ ��sK-' sae ALT Im . l i 3 Ia L �aa� - �,.1 La Fa,t PREPARED IN ACCORDANCE WITH THE MINIMUM i L v � i+� SURVEYS AS ESTABLISHED ^ �i � STANDS FOR TITLE � a l� �'��• s THLI.A.L.S. AND APPROVED AND ADOPTED ELECTRIC ONE LINE DIAGRAM FOR SUCH USE BY THE NEW YORHS STATE LAND TITLE ASSOCIATION. (NOT TO SCALE) suf leg %K -10 I &o pt. T10 Call 6, 1�. a�7Cl li�?�;,,T�� #I�"L� ��. � ► Sit? Lic. No. 50467 - .... UNAUTHORIZED ALTERATION OR ADDITION T � SE THIS SURVEY I5 A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE � EDUCATION LAW. Land sA.�B r r�jf eh y r COPIES OF THISURV SURVEY MAP SNOTEA BEARING jgA THE LAAII) SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED a Abandonment tc i" system �' TO BE A VALID TRUE COPY. �.�LOTT3TaCT'L.0'�C�1SISTI�S:^.I�.a.UT�S�S�i�ITt must ?�T�"1 CERTIFICATIONS INDICATED HEREON SHALL RUN ,wid x palt n t ,i L"T`nt SU t Successor To* Stanley J. Isaksen, Jr, L S. ONLY TO THE PERSON FOR WHOM THE SURVEY C013 (l �.tGC Joseph A. Ingegno L.:� IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY D CttT""aT(9)�(s�'•a �£TT�'t � r� ~ �T'a`',$�1« Tide Surveys - Subdivisions - Site Plans - ConStmCfian Layout TLENDING INS71MITION LISTED Assi tENaiNG'INsri- ,+ :PHONE (630727-2090. Fax (631)727-1727 TUTiON. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATEC3 AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY. NOT SHOWN ARE NOT GUARANTEED. 4cmesport, New York 11947 Jamesport, New York 11947 j