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HomeMy WebLinkAbout48994-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY a� 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 #: 48994 Date: 3/7/2023_ ..... Permission is hereby granted to: Kimdy.....Real._LLC. .................... . m _.wwww. _�...W ww__....... __.w........... .._._...__w_...........— _....._ w_.._.._.._.............._ ww .. 47 Waterview Dr _..._...ww ......._____w___ .... _... ww_. . __-._._..................__w.....ww�w.. __www ............................... _ Miller Place NY 11789 To: Construct in ground swimming pool at existing single family dwelling as applied for. Must maintain minimum 5 foot setback from property lines to pool and equipment. At premises located at: 250 OsRrey NestwRd, Greenport ............. .CTM 7 # 43889_wwww_ _�............ .. ._ _._.._..... .__.._.._.._......__ _a............ w_.__._._._....................._ ... Sec/Block/Lot# 35.-6-16 Pursuant to application dated 2/27/2023m M and approved by the Building Inspector. To expire on 9/5/2024._ Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 ..YYYYYYYM......H$ Total: 300.00 Building Inspector ., TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ." Telephone (631) 765-1802 Fax (631) 765-95021it S://w rw.sotgt1�,) rLtovyv , „c Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only Ly L PERMIT NO, Building Irrsaectar;___.._......_....._.........m_._ Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an T I t() ftliM 4(V Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S) OF PE TY: Name: SCTM# 1000-,5,5' , (0 m" I Project Address. 215U Phone#. Ema I: _.. ° Lwl(0 Orl � f MailingAddress: � � " ✓ � d ..� CONTACT PERSON: p Name° _ �M Mailing Address: -: N (� Phone#: q r'0' „_ � . Email: DESIGN PROFESSIONAL (INFORMATION: Name ' Mailing Address: NQ 11 " ' Phone#: ."� ��'° ) Email: CONTRACTOR INFORMATION: Name: Mailing Address: ' , .. Phone#: `1 r Email:, DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑AI teration ❑Repair ❑Demolition Es ' a ed o.s't of Projc, �„ Other C7„ '11 Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? . es ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenant and restrictions with respect to this property? ❑Yeso IF YES, PROVIDE A COPY. kh,pt eck BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by 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 Submitted By ri name): w.. °" Authorized A ent ClOwner Signature of Applicant: �' — Date: ° STATE OF NEW YORK) SS: " COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual si ing 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/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 / f ate-+ .2y of ° 2 Notaky Public s. PROPERTY OWNER AUTHORIZATION �$' (Where the applicant is not the owner) ,o s �V *� g,° cgd k" /��"�" residing at �- do hereby authorize apply on my behpliF to the Town, of) outhold Building Department for approval as describ d herein. � Owner's Signature Date M L 1 C C- Print Owner's Name 2 [A. NO. DISTRICT: 7000 SEC FINN:35 BLOCK: 6 LOT(S):16 HOUSE --slate or other Cast Iron FF'L 16.5 suitple cover Locking Cover .__......_._._._...... _...st PP d PI 9 EL 15 1 FINISHED GRADE EL.14 9 OE FINISHED A I.E.. , rW ml ....._ EL.14.7' i35' 11 moson6ryh'mney MIN, 7.4N 12 _ 21,0 clean out `^--^..---.,...._._...,,..�., E. .Y. 12.9• I.F.'. . 73,4' 6" ;� JT' ® _ 1/4' per foot ruin. PNcY I/H"per toot ree.�l mLL._1z7' r"NN min.4'•dip, pipe `' Pilch ruin.4"die.pipe C %ou N class 2400 pipe or equal 4" ________ doss 2400 pipe or equal ( mo � .__....._..._ ^3' MIN in._ ._........................... vm "EEti'v� F...'F§ce m u COLLAR 3'MIN••..•=.•^y u+•c^I es W_:I v^n rvv ne co of 1250 GAL COLLAR t�®m m ®o SEPTIC TANK 1M m 5' LIQUID DEPTH -' p, m m m m® ®ms, 0 41=+ a v ® rs mm 5 a Is As A m®es m m.a sEPTrC_SY_ TEAL)2 TA11_ ����. .I NTS B•0 O_ (2)LEACHING POOL & 6•DEEP) GROUND WATER ` DWELLING 1k/ C" W' LOT 48 `',x PUBLIC WRIER S VACANT 100' fE,✓ EL 13.4 C+= LOT 47 DWELLINGS W/ N PUBLIC WATER 50' ca 1� LOT 51/ LOT 46 / DWELLINGS W/ own I.INGS W/ EL 13.0 {p�� y�EyPU©LIC WATER PUBLCC WATER „� y 750' PIC L...�.LA wP y \ \ a b SLATE OR---- --STOPPER ENP SUITABLE C'V,R� � OR PLUG �� 0+� 07 7 �( •`�O TO 6 (14.5) I' �F 30'ELBOW ;e in P f"ta yu ST WYE-1E--- G k7`.... p �tiG A'� 4 BEDROOM GA SYSTEM B. b�iw,yh'1 ,,1)K m. 1250 GAL 5.7. DD8'0x6'DEEP LP FLOW u o 3 ,aY y6r, co EXP�a / 91 11 ,p i, ct.. POgG�'' P'v. (14 9) ry, ,1. n 01W,O ST 1 bap X4�EL 14.7 EL 15.2 TEST HOLE DATA LOT GS W/ , 9 ,LFI„ �rT V\ „/"`` f'',p MCDONALD GEOSCIENCE DWELLINGS w/ 414.5 ' ^a " T` � L Y212912020 PUBLIC WATER ) `� m� Lr `",� ,0^a �"'•''� l EL 14.7' BROWN CLAYEYair., \„r x, W 'O, LP (14.7) c• ra yy. s. SAND SC 2.5in PALE BROWN FINE SAND SP DRAINAGE CALCULATIONS: EL 0.9 13.8 (HIGHEST EXPECTED GROUNDWATER) ` } EL 13.5 ,✓ " ^y( F f5 3.95'5' . } A)D627,O FOOTPRINT=182Y SOFT. WATER IN PALE BROWN '? /' J.9'S e {'y„ + (2) .Dn 5'DEEP P VELL REOVIRED FINE SAND SP �_ ��{71 (2)B'DW x 5'DEEP DRYWELL=492cf PROVIDE[ 17^ / , r l/� 1' SWIMMING POOL WASTE WATER'.(1)8'0x3=DEEP ORNWE 01 f NOTE: WATER ENCOUNTERED 13.8' BELOW YG'^�CP'sFL 12=9 SURFACE /I ALL PROPERTIES WITHIN 750' ON PUBLIC WATER wECIINQS w/ LOT COVERAGE(20% MAX or.3000 S.F.. O zPUBLIC WATER f 150' DWELLING W/COVERED PORCHES: 2627 S.F. or 17.: NON—CONFORMING LOT SWIMMING POOL: 364'S.F. _ _ FRONT YARD SETBACK 35' MIN. r0"FAL 2991 S.F. or 19.11 SIDE YARD SETBACK 10' MIN., 25' TOTAL REAR YARD SETBACK 35' MIN. THE WATER SUPPLY, WELLS, ORYWELLS AND CESSP( 20%MAX LOT COVERAGE (3000 S.F) DATA AS SHOWN ON PREVIOUS LOCATIONS SIIOWN ARE FROM FIELD OBSERVATIONS SURVEY PREPARED BY AND OR DATA OBTAINED FROM OTHERS. PECOMC SURVEYORS P,C. ELEVATION DATUM: NAVDSS 4REA:15,000.00 SQ.FT. or 0.34 ACRES JAN. 26. 2021 _..._._.__.._..._.__.__.__....._............_.. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS Sul MAP N07'BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY AR. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEM AND/OR SUBSURFACE STRUffURFS RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURI, SURVEY OF:LOT 52 Of NEW CERTIFIED TO: KIMDY REALTY, LLC; MAP OF:CLEAVES POINT SFC. 2 FILED: MARCH 13, 1962 N0.3521 y C, SITUATED AT:EAST MARION r � ---- q TOWN OF:SOUTHOLD o 01 �4✓ KENNETH__M,_WOYCHUK LAN11 SURVEYING, SUFFOLK COUNTY, NEW YORK 14, 050892 �4 Professional Land Surveying and Design N P.O. Dox 153 AqueUogue, New York 1193 -TE- cnDT 1 )n)o ... .................--._......._ _._._ PHONE (831)298-1588 FAX (631) 298-1588 S ` NOTES �Y Q 1. NOOO!L5JRCHA£CEPER.MITFECV.'!THN4 FEET OFFKCAVA'1CN AT THE5HAI'_DWENC,ORS EEETOF E%.'CAVATICNATTHEGEEPEND. _. TBOLS 'NO BO CCRE SCAV-CAP "-MRICANNnI-NAL.A'vIARD FCRRE IG NTIALINC20\C '!Ri.M NG � Pf�E-.�N�.}3 C-wyE.EC'1 21 CI:tN� liP.,hT'$N TvL_Ov4.R. C' N .} 3 SMI IND OL AL8'-ONPL TEL F N' I.Hr,' Q R'NG.N ONN-NT^ CE S-REO 12, II 5OL 'C R�t. ITD -`GH f? TH N 2k TA.;TER SICE PA' x.D NSV P. S-CiIONS - TH S-THO T l N CG V-LL WAL,5) A SERVE AS RARTCFTHE.ON BARR R SPER E T NR 6. 3 \D ! NC 'L ARE E O:ERAB Et I\ !N THE IA -EGA AB RAE.5HA LN ASELFLATCHLN DEVNE AC E.GATES Q I I _ SHALL CO. PLY Tf,� COD O,AND BE5EF LQ NC,SE _ATCHING AND BE SEYLRELY j C K-DY.".HEN W 5NQTINI_ECR ?OF/ISE LLc,A.E.ARET O ENADAY...MTHEPEDOLAREA. p, C RING CONST'V-;.ON TH:CG-VTRACTG-R<HAC EREC ATEt3PC>f,{RY 3AR^nIERAk VNET;-fEENGIA']C.V lA:1'4ECODEOF?IE V 3 3 e - `f TCLVN'OF 1O 71CLD. z 4Z 5. P`t, .''BEtx.UNRO)W AN.NkOVtD PCO_.4 A&L CARABEOF EMOTING SHE,BY INTO THtAATFR AND SO;,NG_NO AN YE`I AL-8L At RM -GN„EIICTICNP T-AUDIBLEA-F OLSGEANC NS ETHER4 L .THEA Ri{ IN EB.FfC �n i MP TAI _PANG- C!N ACCOR h YTH TH AN FAP/ S! ":.UCTIChS EALAR ALST E,ASTl1 ` j STAND RG5FECF�.,P:N FORPOE,ALAAN,:.THEDEVCEh;lVET,DPIOATEINGE-cN['chT.'YCT.a,:AC -rOCR C£P..N.ENTGN?OF n 'mac "PEONS ? uu4.,v_4tu B 6- P eG'F NC5C 'TF R5-A ESKk MN S _'5-BE i0 D ''-:A --TlA NFCR=.15TOA5AF s' N 1Y5'CR,A+ 4:UV�iB z_�DR.NG:.AeOR ACHANNEL EA\,MTENT GC_�Ivtv.ATi�,\5 T_A9 A{LST BE_QL•I PYtD t.lrri A.hiOSPFERIC`ACuN.RE'_:EF N E VENT-E CRATE COVERS LOCATED 4'SlTHW-H {'5 E PONT BECOt E ...�G OR BR`EN.SUCH VACDH'i YS RFLEF TEkL S HALLCONFO'.PM VRITH A ',`A121917OR BEA CRACK E S {APPROVED BYTHE TO.YN O=S`,?HOLD N.QLSHsLE B`c RC..CEP.VITFA :N 'h?OF' ,v Nl—NCSCFlE,ABOV`c:t ENTICNEDTYP T4 SUCT ONF"I NC551ALLM PLAN `EPA-EG BY A :h:ril.IS 015 N .v'l 3E PIGDU„4 TTA`C,STEf;S FBA,NNT BOUGH THEM WLANEOl TLOCDAHA VAC J :.E INF P.CTE'TE-IN E P P tC PL.iP CL :R SI RF CLEANIV 'Til'CS H.A- -ih AN AC BLE PN OINAIIN!4L 5=F ,AND NO GIIA.ER THAN-BELOW THE MINIM—OPERATIONAL AATEC LEVE.CL DEAN ATTACHIAEN7 TO "A'11DODD.MNIERS AREI-NiBEN NAOt VAC A=1C5P4RIC UA 4LI_.,t.TE`liHLNL,._;N".A,LEGAS PER NYSREa D_NTIALCODE TQ4VNiGDE. � v ALT ELE07ECAL4 H L .,111 4 .NE LED U!,IEM E N-S OFV LN EC? NC P -,CLE E'C?VC'4 E M1 -�-,_ E,IDEh TEA CC E -N THBOUCH—ALLELECTIRC-.L JI N- 3E PGR D `L'VC 4 RITER54BCaA ESA\D Z E RO CTE'- ACR.,44C A L Y``l ff E! F E 4CJ GP- TCCA 'NOT_-R F'MER-.CHI)7 2 EN IE Rf.AVRGA EL ALLBEC C R TABLE FORTEL-SE 0 E\C C 5 NCESOR`\i N(ONFAR CADACEN O5ACSSAN�-Ci HA NIAEC..t ELECTRICAL_CFjn�E^ QF D. P _,ET.._\TA.n-AN_LECTR ALR_I:T5TALL4EEr F4TVE.tCRVUN-EDU Z Z 9. WAT_RSOURCE'L._N.T-EEOC rAL.,E�!P_C.VFF4A.',ACK LAD,PND ION DEVICE]AID N S rllt;MBING CODEEON. 0 SECTION A o- A PI9:NchsA ..nu aC=1N ssQrHERsvISESA a- � c fO.1N'ALICS GRCN IF ^E SHALBE NCNSLIGANJSLCN PEA:AY FROM POOLERCE y C n SNCL: 11. A -FAN-O EC._-5 R DEED AND 5,DVI—ENID MLST B_-PROVIDED A4 AN5IIAD5PriCC55ECTDNE- d FC STHEPGO' A :-INTA M ON THE.IjRRCP R.. {F 15. THE -ICN 11 BASED ONACC N C L :TH= %SF7 GROUND—El ED EAST 4VlTiiiN"NtEXv+l'AT!C\ „ROir\v RA ER EX'..E 41-I-Y\n O :t,-FRC COALS. IV .i."\ATER C FNCI� sx\IL TBER PEON _REL' ry� .. L-GASA.ND OIL NEATER51 OF INETALED)'ORTFE INCROUND-1M—-POOL 5HAU BE HATIONA.AM'ANCE ENERGY SECTiON 3 ONSER"""'AC(AE> C P NT P O HEA RSAU 5TEt IA >51 NAL 6 N L D W 'a 9ANUF-P,RERS P INCAT 045 E-G,G H.AT`RS H L E Si A-U R .EA R5 H- L L E.N - R V V RDE TOPk A IN EN-AL ONT H TN,F rS EREDN .TER, 1 EFRCVIGE MPERAiURE nhGG ,t,R�REJ_-lirl.FOR Ham._A NG_PR_LI EC.-THAN'vTECRA�dti Pr >5Y» 5.AEYP S.INc�NALL BE a:: NT LEG FROM I-L,.TC CLTLE OADeU5-1NA _..n HRO.,.H-I-.E HEA-.ER HEATCN55i'LL BE PRCVICEP 4ITr,THE 111111 NO EN ERGY CONSEYVAPCN`<iEASVRES: 151 AT LEA5TCNE THERMOSTAT-.HAI GRGb!DED FOR EACH HEATINGSY-STh9. �i _ 1x2 RERALL4 .5T-RT 1TD TRE THE moi; m RAP \'F T4E Hc4:R 'T L C 5'IN H T4E2C TAT TT1V 4NDTC LLO T.A2T NC l'i-}1G"T RE_GN"NCT*xC ' 3 s P LCH" 4s � m 4 ATEGS ,1 it CF OLSSHA8S ECICIPPEDITHAP CCAEf M'TED FROM i116 EQVIRESAENTAII OJ"=G P S < p CO 'GA 4.vr� l RhG O. Y. -d Oh E l c L CK. A L E\ L E Su H£?L P:.A\BE vRVNC NGC-.P. L C FC-_C AV D'ER.GS 4 AN 2E SET ; y CRADt JTI-lEA L -.E hE l RYTO VAIN AIN THE POOD,%N-_RINAC..EAM1 AND SANITARY C_NEMON 1AV APL:ASL' =E -TER LINE C x AlT.AkY COVE OF PEll YGII5 17H CEAxh hG SF R'CP'k.iL HP L.11.ALL ACCESSO910A G -.TFNAN c5A EF.NEG B.OPi_RS. \ / 3 Pi =R CV ¢ - E.BA K I ETH L EARP.,FR a CO-5ANGDBR-D LIC H O JTHE HJG . OF L TO- -1iEHE '-:ITOFiHE r F-' J! —Af PO COCKRNH+r ADe t+.ORETHAN3 OR THE AV,71 SO EYCEEDd CKFUL eH­ONE THAN L »-_ 0 .4 .rll:.EBAR(<,n--_- a� 19 PLN._ECONCRETEGN.ANGYTCLO ,...IL.R_h.O,_AN'CLANDQSFFANDWEILAC A COMPACTFDCLAN BAC!cr LL � Q -L DDA N ! __ tri R ti - \CRAM1 -THSF SVC ON O L`hATER CIRCVLAP.CN IS?CI.CE08Y'1-IE'"Ihi.'t,ERS CVLY.TH;S,h"EEIS REOU­01-CITHENISRESID- TNIORVOR T TER SIDE'TIA'CODE EC`10 H VE- VOR STATE ENFROACaVS R AI'ON CCNSTRJCiiCN CODE-SECPCN—ic„COC% T}. ^i \E VYQR 5 TE u�LCA DE?OECD Z r PLUNAB1NGSCHEMATiC , e ENen•YOR AmrARCceE , i A3S.CAPSFlICC STANDARD FOR E>!CEhTL1L.\ :4CJ\'CS1'IMu'.NC.CCC3. ��YT+A 3 ,IS ".b_Be>CA COF*ION 421 S j- WAIL SECTION GG =DIE-ESr 1 N CD SOLO,'QLG N-+�- 22. ALL EACEAVASH TO BE SELF{CNT.AINEG aN-ATE NOTES O 1• No 5OIL5URCHARGE PERMITTED WITHIN 4 FEET OF EXCAVAT10N AT THE 5 HALLOW END,OR6 FEET OF EXCAVATION AT THE DEEP END. 2. THIS POOL MEETS THE REQUIREMENTS OFAN51/AP5P/ICC-5 AMERICAN NATIONAL STANDARD FOR RESIDENTIAL INGROUND SWIMMING Q POOLS"AND 1996 BOCA CODE-SECTION 421.DIVING EQUIPMENT I5 NOTALLOWED. 0- 10" 10" 26' RC1 3� SWIMMING POOL SHALL BE COMPLETELYAND CONTINUOUSLY 5URPOUNDED WITH A BAP'R.IER CONSTRUCTED IAW REQUIREMENTS OF SECTION 8326.4.2.1 THROUGH 8326.4.2.6 OF THE NEW YORK STATE RESIDENTIAL CODE(2020)AND INCONFORMITY WITH ALL SECTIONS o OF THE SOUTHOLD TOWN CODE.DbVELUNG WALL(5)MAY SERVE AS PART OF THE POOL BARRIER AS PER SECTION R326.4.2.8AND _ CONDITION(1)ARE MET.OPERABLE WINDOWS IN THE WALL(5)USED ASA BARRIER SHALL HAVE A SELF LATCHING DEVICE.ACCESS GATES O e- SHALL COMPLY WITH SECTION R326.5.2 OF THE NYS RESIDENTIAL CODE(2020)AND BE SELF CLOSING,SELF LATCHING AND BE SECURELY O LOCKED WHEN POOL IS NOT IN USE OR SUPERVISED.ALL GATES ARE TO OPEN AWAY FROM THE POOL AREA. (� } 4. DURING CONSTRUCTION TH E CONTRACTOR SHALL ERECT A TEMPORARY BARRI Ek AROUND TH E EXCAVATION IAW THE CODE OF TH E V 3 a H2O _ H2O A TOWN OF SOUTHOLD. z v Q Z 5. POOL MUST BE EQUIPPED WITH AN APPROVED POOLALARM CAPABLE OF DETECTING ENTRY INTO THE WATER AND 5OUNDINGAN rNN c AUDIBLEALAPM UPON DETECTION THAT 15AUOIBLEAT POOL51DEAND INSIDE THE DWELLING.THE ALARM MUST BE INSTALLED, 'v.5 ,7 MAI NTAI NEI)AND US ED IN ACCORDANCE WITH THE MAN UFACTURER5 INSTRUCTIONS.THE ALARM MUST MEET A5TMF2208 2511 "STAN PAR 1)5PECI FICATION FOP,POOL ALARMS.THE DEVICE MUST OPERATE INDEPENPENT(NOT ATTACHED TOORDEPENDENT ON)OF Q T o PERSONS. � Ln �� CONC.WALLS B 6. POOL SUCTION FITTINGS(EXCEPT FOR SURFACE SKIMMERS)MUST BE PROVIDED WITH A COVER THATCONFORM5 TO ASME/AN5I A112.19.8M ORA MINIMUM 18"x 23'DRAIN GRATE ORA CHANNEL DRAIN SYSTEM. POOL CIRCULATION SYSTEM MUST BE EQUI PPED WITH ATMOSPHERIC VACUUM RELIEF IN THE EVENTTHE GRATE COVERS LOCATED WITHIN THE POOL BECOME MISSING OR BROKEN.SUCH VACUUM RELIEF SYSTEMS SHALL CONFORM WITH A5ME A112.19.17 0R BE A GRAVITY SYSTEM APPROVED BY THE TOWN OF SOUTHOLD. POOL SHALL BE PROVIDED WITH A MINIMUM OF2 SUCTION FITTINGS OF THE ABOVE.MENTIONED TYPE.THE SUCTION FITTINGS SHALL BE PLAN SEPARATED BYA MINIMUM OF AND MUST BE PIPED SUCH THAT WATER 15 DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A N.T.S. VACUUM RELIEF-PROTECTED LINE TO THE PUMP COR PUMPS) VACUUM/PRESSURE CLEANING FITTINGS SHALL BE IN AN ACCE551BLE POSITION,MINIMUM OF6"AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR BEAN ATTACHMENT TO THE5KIMMER/SKIMMERS.A REQUIRED POOL ATMOSPHERIC VACUUM RELIEF SYSTEM SHALL BE INSTALLED AS PER NYS RESIDENTIAL CODE V POURED CONCRETEWALL AND VINYL COVERED STEP5 8326.6.3(2020)AND IN ACCORDANCE WITH TOWN CODE. u 7. ALL ELECTRICALWOPKSHALLCOMPLYWITHTHEREQUIREMENTSOFNFPA70CNEC)PRINCIPALLY ARTICLE 680 AND THE e 'CS w in RESIDENTIAL CODE SECTIONS 4201 THROUGH 4206.ALL ELECTRICAL DEVICES MUST BE APPROVED BY UNDERWRITERS LABORATORIES AND Z BE PROTECTED BY A GROUND FAULTCURRENT INTERRUPTER(GFCI)CURRENT CARRYING ELECTRICAL CONDUCTORS EXCEPT FOR TH05E Ln �\ PROVIDING POWER TO POOL LIGHTING AND POOL EQUIPMENT5HALL MEETTHE SEPARATION REQUIREMENTS OFTABLE E4203.5.ALL CL \ / METAL ENCLOSURES,FENCES OR RAILINGS NEAR ORAD)ACENTTOTHE SWIMMING POOL THATMAYBECOME ELECTRICALLY CHARGE[) .. N 21'TO S'SAND BOTTOM ���/// DUE TO CONTACT WITH ANELECTRICALCIRCUITSHALLBEEFFECTIVELY GROUNDED. ti w Z VZ S. WATER SOURCE FILLING THE POOLSHALL BE EQUIPPED WITH A BACKFLOW PROTECTION DEVICE IAW NYS PLUMBING CODE 608. QO } SECTION A 9. ALL PIPING 15 DIAGRAMMATIC UNLESS OTHEP W15E STATED. v a N.T.S. z 10. WALKS IF PROVIDED SHALL BE NONSLIP AND SLOPE AWAY FROM POOL EDGE. v C" QJ O W WATER LINE 70P OF WALL O LLJ O Ln 11. A MEANS OF EGRESS FOR DEEP AND SHALLOW ENDS MUST BE PROVIDED IAW ANSI/AP5P/ICC-5 SECTION 6. 4' 6' 4' 12. CONTRACTOR TO PLACE THE POOL IAW TOWN OFSOUTHOLD CODE SETBACKS. , c 13: ALL DRAINAGE FROM THE POOL SHALL BE MAINTAINED ON THE SUBJECT PROPERTY. M 15. THE DESIGN 15 BASED ON A DPAINAGE501L WITH c10%SILT. GROUND WATER SHALL NOTEX15T WITHIN THE EXCAVATION. IFGROUND o: WATER EX15T5 WITHIN 6'-O"FROM GRADE,DEWATERING FACILITIES WILL BE REQUIRED. N 16. ALL GAS AND OIL HEATERS CIF INSTALLED)FOR THE INGROUND SWIMMING POOL SHALL BE NATIONAL APPLIANCE ENERGY 5 ECTI ON B CONSERVATION ACTCNAECA)COMPLIANT. POOL HEATERS SHALL BE TESTED IAW AN5I 221.56 AND SHALL BE INSTALLED IAW MANUFACTURER5 SPECIFICATIONS.OIL FIRED POOL HEATERS SHALL BE TESTED IAW UL726. POOL HEATERS SHALL BE LOCATED OR V N.i.S. GUARDED TO PROTECT AGAI N5T ACCIDENTAL CONTACT OF HOT SUR FACES BY PEP SONS. POOL HEATER55HALLBEPKOVIDEDWITH ^ TEMPERATURE AND PRESSURE-RELIEF VALVES. FOR HEATERS NOT PROVIDED WITH AN INTEGRAL BYPASS SYSTEM.A BYPASS LINE SHALL BE �.i. INSTALLED FROM INLET TO OUTLET TO ADJUST WATER FLOW THROUGH THE HEATER. POOL HEATERS SHALL BE PROVIDED WITH THE � FOLLOWING ENERGYCON5ERVATION MEASURES: 00 O 16.1 AT LEAST ONE THERMOSTATSHALL BE PROVIDED FOR EACH HEATING SYSTEM. "- 16.2 ALL POOL HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCE55 TO ALLOW SHUTTING OFF THE �L ID OPERATION OF THE HEATER WITHOUTADJUSTING THE THERMO5TAT5EfTING AND TO ALLOW RESTARTING WITHOUT RELIGHTING THE c Y aj 2'-2" PILOTLIGHT } co f-1 cHECKVAwE 16.3 HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A POOL COVER(EXEMPTED FROM THIS REQUIREMENTARE OUTDOOR POOLS y 3 o FRon+sKIMMER COPING AND WALKWAY 10„ DERIVING 20%OF THE ENERGY FOR HEATING FROM RENEWABLE SOURCES AS COMPUTED OVER AN OPERATING SEASON) 'w o cn a v PUMP (BY OTHERS) 16.4 TIME CLOCKS SHALL BE INSTALLED 50 THE PUMP CAN BE SET TO RUN DURING OFF-PEAK ELECTRICAL DEMAND PERIODS AND CAN BE SET Y Z o cd GRADE TO RUN THE MINIMUM TIME NECESSARY TO MAINTAIN THE POOL WATER IN A CLEAN AND SANITARY CONDITION IAW APPLICABLE = E a WATER LINE SANITARY CODE OF NEW YORK STATE. a. a W o c o._0 cc r0 DisvosAv - v o IU ca _ DRYWeu 17. THIS DRAWING IS FORSTRUCTURALSHELLONLY.ALL ACCESSORIES AND APPURTENANCES ARE DEFlNEDBYOT}iERS. y J O UNDI5TURBED EARTH o~ • / 10. BACKFILL WITH CLEAN EARTH,FREEOF ROOTS AND DEBRIS. DO NOT ALLOW THE HEIGHT OF BACKFILL TO EXCEED THE HEIGHITOFTHE DIVERTER WATER IN THE POOL'BY MORE THAN 8",OR THE WATER TO EXCEED BACKFILL BY MORE THAN 8" VALVE O 3500 P51 POURED CONC. d e / L 3/8"REBAR. (2)TYP. .:a �\ 19. PLACE CONCRETE ON SANDY TO LOAM SOIL. REMOVE ANY CLAY DEPOSIT AND REPLACE W/COMPACTED CLEAN BACKFILL p FILTER VINYL LINER • 2D. THERE 15 NO MAIN DRAIN IN THIS POOL.SUCTION FOR POOL WATER CIRCULATION 15 PROVIDED BY THE SKIMMERS ONLY.THIS MEETS m d REQUIREMENTS OF THE NY5 RESIDENTIAL COPE-SECTION 8326.5 FOP,ENTRAPMENT PROTECTION. 2"T04"SAND - 21. THE POOL WAS DESIGNED IAW THE FOLLOWING: ��OF N W I_ 0 J To RETI'M5 21.1. THE NEW YORK STATE RESIDENTIAL CODE-SECTION R326(2020) CHECK VALVE 01 21.2. THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE-SECTION R403.10(2020) Q '9 21.3. THE NEW YORK STATE FUEL GAS CODE(2020) PLUMBING SCHEMATIC 21.4. TH E N EW YORK STATE SAN ITARY CODE 2'1.5. AN51/AP5P/ICC-5 STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS. 7 N.T.S. WALL SECTION 21.6. BOCA CODE-SECTION 421. = I yn� , 21.7. CODE OF THE TOWN OFSOUTHOLD. U •_�` 11 CCJ N.T.S. 22. ALL BACKWA5H TO BE SELF-CONTAINED ON-SITE. �4 88415 I �OFES S 1 ONP� I r.M. N0. DISTRICT: 1000 SECTION: 35 BLOCK: 6 LOT(S): 16 HOUSE slate or other Cast Iron FFL 16.5 suitole cover Locking Cover stopper end plug FINISHED GRADE EL. 15.1' FINISHED GRADE EL.14.9' EL.14.7' LE. ° w u' Iblll 13.5' mosonary chimney �6'MIN. 2.0' 12" 21.0' MAX.clean out I.E. 14" 18" I.E. 13.4' 6" 1 L 12.9' I.E. 1/4" per foot min. pitc 8" 1/$" per foot min 12 7' m m° min. 4" dia. pipe ? pitch min. 4" dia. pipe m° class 2400 pipe or equal 4" Gloss 2400 pipe or equol ( ® m a 3' MIN min. m®® 021 ® ® m m E3 3' MIN 0 m ® Ia ® ® ®m E31 COLLAR COLLAR m m m N ® EM m m E 1250 GAL. - 001 M ® em m m m SEPTIC TANK 30 m ma 0 ® IS ®ea EJ 3130 M 05 251 EM EM ED EJ1 5' LIQUID DEPTH o 0 m ® � ® ® ®ea ED 0® 0 Q7 s� es m ES m N '_ 300 ® on ® es ®B 0 ;u I 0 m® ® EM M EM 19 0 :3 30 m 2n ® ® ITM ® ®®A 0 2M 9 m 05 ® e9 ITS m C: . SEPTIC SYSTEM DETAIL °m ® ® ® � m m° W NTS E- o 8'0 r= [2] LEACHING POOL (80 x 6' DEEP) GROUND WATER \ \ DWELLING W/ \ L07 48 PUBLIC WATER V100, \ 150' EL 13.4 G21k LOT 47 DWELLINGS W/ cP PUBLIC WATER 150' �•tl .1 LOT 51 LOT 46 \ :.:: DWELLINGS W/ DWELLINGS W/ r 31.1 :• pow'•; PUBLIC WATER EL 13.0 O• ?.:::: 150' PUBLICWATER 'J 'POS+�6:::: / (14.5) TYPICAL CLEAN OUT Lpo SLATE OR-� OR PLUG STOPPER END ��0 :::::y6 ::.•:: .:::::::::::::;m0 Q. SUITABLE COVER 0 :. .. ... - (14.5) `i'o�:;�: •:i•::� :�:.:;:�:�:(�.• :;;�:•:�:�':��95�`�' (14.5)(pal'1 J� . 30' ELBOW 0.8' �4 BEDROOM SYSTEM 60' WYE .. ........:::::::::::::::.L�E\\>651::::'::;} g` .;,..� 1250 GAL S.T. \l`..:; .:. :....... <:. (15.0)) 2 8'0x6'DEEP L.P. 15.0 y ( ) FLOW i Fo SOF' ': 0• o .::�yA ' C.O. s . 8, .... o•. ..�.•%,#r�•o'o• QORG\'= .. 20. (14.9) ST Mr,V EL 14.7 EL 15.2 TEST HOLE DATA LOT 53 1� LP McDONALD GEOSCIENCE DWELLINGS W/ (14.5) 0 12/29/2020 PUBLIC WATER f SDA \.fJOq EL 14.7' BROWN CLAYEY f ��F 1 O_ LP (14.7) �� ,•' 2.5 SAND SC Z o��L `.\F� i ,.•' EL 15.1 9 %PALE BROWN FINE moo$ �56ag1 P A,.�'� QO SAND SP DRAINAGE CALCULATIONS: EL 0.9' 13.8' (HIGHEST EXPECTED GROUNDWATER) EL 13.5 / C) 2.6E i'� A) DWELLING FOOTPRINT=2627 SQ.FT. WATER IN PALE BROWN f' /� 3.9'S j 2627 x 0.166=436.08< 437cf REQUIRED FINE SAND SP SPD (2) 8'DIA x 5' DEEP DRYWELL=442cf PROVIDE[ 17' �Q / , Q� SWIMMING POOL WASTE WATER: (1) 8'0x3'DEEP DRYWE NOTE: WATER ENCOUNTERED 13.8' BELOW 'N EL 12.9 SURFACE ALL PROPERTIES WITHIN 150' ON PUBLIC WATER DWELLINGS W/ LOT COVERAGE (20% MAX or 3000 S.F., PUBLIC WATER DWELLING W/COVERED PORCHES: 2627 S.F. or 17.: NON-CONFORMING LOT f SWIMMING POOL: 3641 S.F. FRONT YARD SETBACK 35' MIN. TOTAL 2991 S.F. or 19.1 SIDE YARD SETBACK 10' MIN., 25' TOTAL REAR YARD SETBACK 35' MIN. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSP( 20% MAX LOT COVERAGE (3000 S.F.) DATA AS SHOWN ON PREVIOUS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SURVEY PREPARED BY AND OR DATA OBTAINED FROM OTHERS. PECONIC SURVEYORS P.C. ELEVATION DATUM: _NAVD88 4REA:15,000.00 SQ.FT. or 0.34 ACRES JAN. 26, 2021 ---------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SUI MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL ONLY TO THE PERSON FOR WHOM THE SURVEY lS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY AR NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEM AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURA SURVEY OF: LOT 52 of NES, CERTIFIED TO: KIMDY REALTY, LLC; MAP OF: CLEAVES POINT SEC. 2 P ��\A M w0 0 y ;1, FILED: MARCH 13, 1962 No.3521 C, G Y e X 7 SITUATED AT:EAST MARION r 0 TOWN OF: SOUTHOLD �'� KENNETH M WOYCHUK LAND SURVEYING, ;SUFFOLK COUNTY, NEW YORK tis 0.50882 J�2, Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 1193 nATC-. [DDT 1 onoo PHONE (631)298-1588 FAX (631) 298-1588