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HomeMy WebLinkAbout1000-107.-8-44.1 t 425 Montauk Highway - East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management July 17, 2026 RECE1D ATTN:Town Clerk Town of Southold PO Box 1179 JUL 2 3 20a Southold, NY 11971-0959 pis .0 Too, ��k Re: 990 Grand Ave Mattituck, NY 11952 SCTM No.: 1000-107-8-44.1 Dear Town of Southold, Enclosed is the legal notice for a Town of Southold Zoning Board of Appeals public hearing that is to be held both in-person and via video conferencing on Thursday,August 6, 2026 at 10:OOAM. A request for a Variance from Article III,Section 280-15 has been made for David Leis at 990 Grand Ave,SCTM No.: 1000-107-8-44.1. The proposed work includes the construction of an inground swimming pool, hot tub and generator accessory to an existing single-family dwelling. The pool, hot tub and generator are proposed in an area other than the code required yard. The Town of Southold Zoning Board of Appeals hearing will be held in person in the Lower Level/Basement of the Town Hall Annex Building,which is located at 54375 Main Road in Southold, NY 11971. A weblink for the meeting will be provided on the Town's website under the date of the meeting (http://southoldtownny.gov/calendar.aspx). A site plan depicting as-built and proposed structures is enclosed. Please access Laserfiche/Weblink to view all pending applications. The link is http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. Instructions for Laserfiche are enclosed as well. To submit written comments via email, please email Elizabeth Sakarellos at elizabeth.sakarellos@town.southold.nv.us. To submit written comments via USPS, please mail them to Zoning Board of Appeals, P.O. Box 1179,Southold, NY 11971. Written comments may also be submitted in person to the Zoning Board at the Town Hall Annex Building,which is located at 54375 Main Road in Southold, NY 11971. Please note that the last day to submit written comments is the Friday prior to the 1 www.ColeEnvironmentalServices.com 425 Montauk Highway S° East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management public hearing. After that, no documents will be accepted, but they can be submitted to the Board at the public hearing. For additional information,please feel free to contact our office via email at info@coleenvironmentalservices.com or by phone at 631.369.9445. To contact Zoning Board staff,you may call their office at 631.765.1809 or email kimf@southoldtownnv.gov or elizabeth.sakarellos@town.southold.nv.us. �i Sincerely, Kate Rummel Principal Cole Environmental Services, Inc. www.ColeEnvironmentalServices.com BOARD MEMBERS �tOF SUUj Southold Town all Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. CA Office Location: Nicholas Planamento • �O Town Annex/First Floor Margaret Steinbugler !if'C�U 54375 Main Roadl(at Youngs Avenue) Southold;NY 11971 I http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,AUGUST 6, 2026 at 10:00 AM PUBLIC HEARINGS 1 NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following "IN PERSON" public heafiring will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall Annex (LOWER LEVEL), 54375 Main Road, Southold, New York 11971-0959, on _THURSDAY, AUGUST 6, 2026: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at htto://southoldtownnv.aov/calendar.asnx. 1+0:10 A.M.—DAVID LEIS#8117-Request for a Variance from Article III, SectionJ280-15 and the Building Inspector's February 7, 2025, REVISED March 6, 2026 Notice of [)isapproval based on an application for a permit to construct an inground swimming pool, hot tub and generator accessory-to an existing single-family dwelling; at: 1) pool, hot tub and generator located in other than the code required yard; located at: 990 Grand Ave., (Adj.to Long Creek) Mattituck, NY. SCTM No. 1000-107-8-44.1 The Board of Appeals will hear all persons or their representatives,desiring to be heard at eiach hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: htto://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthold If you have questions, please telephone our office at(631)765-1809,or by.email: eNzabeths@southoldtownnv.aov Dated: July 17,2026 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Elizabeth Sakarellos 54375 Main Road (Office Location) 53095 Main Road (Mailing/LISPS) P.O. Box 1179 Southold, NY 11971-0959 I s CONCRETE �� 00Wg•2 \eOPORTS COURT \ /) ° Hf4D05 \s w STONE RETAINING WALL o4tC NCq��Fh�( 1 STORY ktn'�ptWt1"j1�\ STUCCO GARAGE 9 C CENTER LINE OF `� G.FL=16.83 ' \ SANITARY I F x \ O 1 HEDGE0. COVERS 1$/, 1�0� oo rybh r�'.��`n'�.`1 SWt�062\J \io \\\O HEAT \ L P.\SANITARY \ t I 4+ DRIVEWAY kt39 PP TANK 'CONTROL t682 GRAVEL B.° \\\QRE PR DR NEWAY I NI WITH I BLOCK CURB / ry 1 STORY \ I I STUCCO BUILDING \ I F.FL=10.80 O O+ I I O I 70.5 / +13.84 3\ 11 I 0) I 1 14 s° CONCRETE WALK^ 9.58 \ 3 11 o I rONEIWALL 46.5 STONE 11 0 31 N oy 2 STORY M WOOD PATIOS .5 RESIDENCE DECK g• I 1 I 16g6 A[K LOWER 6W I 16 tp} / 'S #1 1 50 F.FL.=9JO 9.7 J $I I I F.FL.=16.80 'd ! I I I j OLd PEWOORC " - POND ! 1 I TW ,i I j DI 19.2 ^ I WATER 11 II O j Fil tg61t 00 FEANR iXry"(T 2.2x12.2 .��' :� OVER GPI SCE // CANTILEVER STEPS,��,�•q, I CONCRETE WALK I I Ox21.8 "tiSi18- 6t6 ! 540 1 AXED PIER / TREE / CANOPY 'CUPRESSACEA' I FAMILY FOUNTAIN 1„_ lfii9 T I y \ 14•Rj I I 3 1 +� 1 MEAN HIGH WATER LINE G I TESTHO� 11 \ J ! ELEV.:1.48 I o I ! I 3 I I I I J I LANDWARD LIMB OF TIDAL I 1 1 I I WETLANDS AS DELINEATED BY COLE ENVIRONMENTAL SERVICES • \\ \ 4 WIRE 13 6 ! I h I BLU12.1 t3�5+ 0 1 C I FRAME SHED 1 / OLD CONE. 1 I DRAINAGE \ \'•\ a I CpN STRUCTURE N (O�Op�e r \\\ N ero DR R10 of READ 1\I \I rn ABF�JDO ED o ENT w RIM12 / CATCH BASIN SURVEY OFPROPERTY c�� 07, o, c01, DESCRIBED PROPERTY 9� , i �40' jo SITUATE < MATTITUCK, TOWN OF SOUTHOLD '\ i o SUFFOLK COUNTY, N.Y. \\\ ! o TAX MAP NO.: 1000- 107.00-08.00-044.001 \� LOT AREA:46,671.50 S.F. ( 1.07 ACRES) Tt a DATE SURVEYED: MARCH 21, 2025 t3go+ t3 ®f Me 0 -ELEVATIONS REFER TO NAVD88 ^� � `7 0 -PROPERTY ALSO KNOWN AS PART OF LOT 1 ON MAP OF "BUILDING SITES OF MR.JOHN MUTTITT AT MATTITUCK,L.1.,N.Y." EXISTING LOT COVERAGE: o 0 40 80 DWELLING: 1372 S.F. rA 0 Feet PORCH: 322 S.F. ® •G REAR DECK: 1 10 S.F. SCALE: 1 INCH= 40 FEET ACC.STRUC.: 1420 S.F. S099 E GARAGE: 967 S.F. E CONC.COURT: 628 S.F. LAND 0 SHED: 98 S.F. TOTAL: 4917 S.F.OR 10.5% T LFGAI.NOTE& 1.COPYRIGHT 2025 AJC LAND SURVEYING PLLC,ALL RIGHTS RESERVED. W 2.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL 15 A VIOLATION OF SECTION 7209. _ __ ___ SUBDIVISION 2.OF NEW YORK STATE EDUCATION LAW. AJCI 1NRD SURVEYII`IG PLLC 3.ONLYBOUNDARYSURVEYMAPSWITHTHESURVEYOR'SEM505SEDSEALAREGENUINETRUEANDCORRECTCOPIESOFTHESURVEYOR'SORIGINALWORK C ® ► ANDOPINION. J 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY TIIATTHE MAP WAS PREPARED IN ACCORDANCE WITH TI IE CURRENT EXISTING CODE OF PRACTICE LAN© [JRVEYING OR LAND THE BOUNDARY ADOPTED BYTHE NEW Y RK PREPARED.ASSOCIATION OM PROFESSIONAL GOVERNMENTAL MENTASURVE AGENCY. TO THE LENDING NM TED ITUTIO LISTED Q FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THETITLE COMPANY.TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON TIilSBOUNDARYSURVEYMAP / FICATIONS HEREIN ARE NOTTRANSFERABLE. 1 53 WADING RIVER MANOR RID., MANORVILLE 1 1 9' $9 UNDERGCAITIONOROVEM NTS OR INCROVEMENACHME TSEs ORENCROACHMENTSEXIST OR RRESHOWN. THEI TALWAYENTS OR ENCROACHMENTS AND ROACHMNT A ENOTCOV IF ANY N �- f 1 1 • 1 • UNDERGROUND)OFUNDERG O NENCROACHME ENCROACHMENTS ARE Nar AL AYSK MOWN END OFTEN NMUTS E ENOTCOVEREDBY THIS SURVEY. 0 Z.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE .O H©NIE. 63.1-846-99 __ ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES.RETAINING WALLS.POOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION _ /� S.ONLY SURVEYSBEARING'I'I 1E MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTIIER THAN EMBOSSED-SEAL COPIES MAY CONTAIN MAIL: INFO@_ GL4NDS RVEYING.COM UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDITIONS.AND CHANGES. 9.PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. U I O.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. S�qo _qf �5 +4syP st>, 10�. �03 NSF KEMPSK\ CONCRETE SPORTS F \ COURT \ 00, STONE RETAINING WALL 1 STORY y STUCCO GARAGE y-'r 8'1 \\ \\ s I �f CENTER UNE OF �, s .=16.83 \ \ \ O SANITARY G.FL HEDGE ROW `' mac) COVERS \ S� 6 ? ti 4y o.B's 1, of ° � �� \os \� o \\o o HEAT \ I, ,• 1 \6a3 \\ �\3g6 PoUMP \\ \ TANK SANITARY GRAVEL \ }11•1A DfVE YAYH 6•p RE PIT BLOCK CURB 1 STORY II I I o STUCCO BUILDING \ �/ = I •off l �' F.FL10.80 ;;as;. ll :%:I i 0) IS CONCRETE WALK g5,9 \I w I ° 1. N_ Y 12 HIGH 46,5 STONE I o 3 �� NONE WALL .n c WOOD PATIO I ..+ I y 2 STORY r I In gB - .5 RESIDENCE LOWER DECK 8W I I ROPOSE�IV WIDE NON-TURF BUFFER, .5 #1150 f.FL.=9.10 9.7 I j I I ` F.FL.=16.80 Mmi /OPEFI�ORCH POND J IWy 19.2 I WATER IJ 1 \A01} 0.../4 FEATUR J I i'; \ I V pryNNIT 2.202.2 FQVER Gy GPI �}iCE / CANTILEVER' PAYFRL-1J'EPS J CONCRETE WALK I I x 1.8 . MEIN' PROPOSED STEPPING STONES 0-- TR`FF_ PROPOSED 4'METAL FENCE 5•;:.�J.jFFr'i' I ""''XEE��!PIER 4 4'0•B./DEEP T- J I POST➢hT HOf M WUN IN CVHA.2/0 Im SO DRYWELL FOR POOL.PATIO, AMP Bitty 6BMCE I6CONNECi,AND(IONDm PWFORY - >. AND SHOWER WASTE WATER 14-TWI O / I SUAROII19WC PATMI TO ORW VL�A fpNOMG RIL. �b \\ /ID O� I I �10mC0�N0Qm1BE WALL WAR TAMED OE TO�TUUB Df D�. v / \ f / I / C MHAVS 1oN wArasm Bmmu caoE Ho c"^ CANOPY AI / b 0 POSED TOUERA0'NATME.F BUFFER, 'CUPRESSACEA' I / I M1 WILry w.r-roLERANr NATIVE, ROPoSED NON-PERMEABLE P 0 AND I 60.0� """`"` ` NUT-FERTILIZER DEPENDANT VEGETATION LNG.N S STEM PITCHING INTO T ARDS I I. / ""''' wI I �(9 G GRAIN SYSTEM PIPING TO D LL PROPOSED REMOVAL OF THREE(3) \ O/ JUNIPERS AND CRAB-APPLE TREE THAT E COMPROMISING THE EXISTING \ 4�TR ? '� I T(1 B NXHFAD,PND REPUCE WITH NATIVE, A / / I s MI.:.;:;:': "1I�� NI ON- DEPENDENT SPECIES. / ..... ESTHOLE PROPO D 12x7 SHOWER AND SiORAG BIN ,;g4g I ::� I a: MEAN HIGH WATER LINE BARBEOUE AND COU , I \ / J I II '`' I j APPROX.LOCATION OF(3)JUNIPERS REMOVE RYPTOMERIA AND SENESCENT DBU 5Z I NOTE:ANY TREE OVED WILL BE REPLACEDNATIVE SENESCENT,,. I 12. i3 I I I &A CRAB APPLE TREE I (8 I %c� I I LANDWARD LIMIT OF TIDAL WE LMDS AS DECOow=� STING I = & I I 17 I DELINEATED BY COLE ENVIRONMENTAL RN°A 1 \ SERVICES ON 2-22-25 1 \�•85 } ROPOSED 60'LONG 2'HIGH RETAINING c �+ROPOSED NATU&GAS FIRE PR I :�jj.`:,c I (`���CT1 WALL WI STONE VENEER PROPoS BA4 GAS/POOL EOUIPNFM, GPI 'V WPN PERMEABLE STONE SURROUD AND \ • I I !'n� I �LANTYSCAPED FABRIC BOSE `^!' GEN TOR WITH SOUND ENCLOSURE \RO - \N. \\ I I 0 r .\ \\ \ 4,. \ \\ I ih '0 \\ \wI\ I N \ N, \ \ \ -L)A 13A6 �! I h 1 8.102.1 1315k r \ y°j I FRAME SHED 1 / OLD CONC.�y� "/\ \\\\\ •\ \ I DRAINAGE r( \ \ m I (0N STRUCTURE (o2 e BR/p r a 0',(v / — °R u eF ROAD c 1\ \I 60 CQ o 74 NN AODO ED N !� \ ————— _M=GONG �ITDTGE o N O\ / 'P d/ , d I � � 12im 0 .71 CATCH BASIN N335} SURVEY OF PROPERTY DESCRIBED PROPERTY 2�, /, TIDAL WETLAND BOUNDARY M.H.W.AS / CONFIRMED BY COTE ENVIRONMENTAL x co O° / / SERVICES ON 11-21-25 SITUATE / Fzo MATTITUCK, TOWN OF SOUTHOLD c'o, J . i� y r I A jo3 SUFFOLK COUNTY, N.Y. ` j TAX MAP NO.: 1000- 107.00-08.00-044.001 LOT AREA:46,67 1.50 S.F. ( 1.07 ACRES) i j a DATE SURVEYED: MARCH 21, 2025 0 PLOT PROPOSED:AUGUST 20, 2025 PROPOSED LOT COVERAGE: 0 REVISED: SEPT. 12,2025 DWELLING: 1,372 S.F. SEPT.23,2025 PORCH: 322 S.F. NOV. 1 7,2025 REAR DECK: 1 10 S.F. 1390� ACC.STRUC.: 1.420 S.F. a DEC.9,2025 GARAGE: 967 S.F. CONC.COURT: 628 S.F. ®1F N� FEB.2,2026 � �lI E SHED: 98 S.F. FEB. 18,2026 POOL: 700 S.F. ������yy��L 0 HOTTUB: 49S.F. 0 NON-PERMEABLE PATIO: 850 S.F. -ELEVATIONS REFER TO NAVD88 TOTAL: 6,516 S.F.OR 14.0% y I -PROPERTY ALSO KNOWN AS PART OF LOT'1 ON MAP OF EXISTING LOT COVERAGE: a H 1 "BUILDING SITES OF MR.JOHN MUTTITT AT MATTITUCK,L.I.,N.Y." c DWELLING: 1,372 S.F. PORCH: 322 S.F. �W 4i 0 0 40 SO REAR DECK: 1 10 S.F. (� A Feet ACC.STRUC.: 1,420 S.F. @9Y ®� Q® � GARAGE: 967 S.F. ,�q E SCALE: 1 INCH= 40 FEET CONC.COURT: 628 S.F. w P 0 SHED: 98 S.F. r o TOTAL: 4,917 S.F.OR 10.5% rn c I m L EGA[NOTFS 01.COPYRIGHT 2026 AJC LAND SURVEYING PI ALL RIGHTS RESERVED. 2.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209 __ _ 1 SUB DIVISION 2,OF NEW YORK STATE EDUCATION LAW. 'O A�1C L1I�D SC7R EYING `'TLC 3ONLYBOUNDARYSURVEYMAPSWITHTHESURVEYOR'SEMBOSSEDSEALAREGENUINETRUEANDCORRECTCOPIESOFTHESURVEYOR'SORIGINALWORK CO AND OPINION. a ' 4.GERT IFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFYTHATI'HE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE LAND SLIRVEYIING UC m LA i N - - FOR WHOMT SURVEYS ADOPTED BY THE NEW Y RK PREPARED.ASSOCIATIONIOFPANY.TO THE GOVERAND NMENTAL AGENCY. AN TO THE LENDING NMREDTO PERSONS U FOR WHOM THEO SURVEY YSURVEY MAP IS PREPARED.TO THE TITTLE COMPANY.TO THE GOVERNMENTAL AGENCY.ANDTO THE LENDINGINSTITUTION LISTED ON Q 1 It TI ITS BOUNDARY SURVEY MAP. (�' 5.'THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. 1 ��� YYAD�LING (IIVR MAN O�R RD., M/YNOO RUIILLE 1. 1 (�J 6.'THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY N UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BYTHIS SURVEY. D 7.THE OFFSETS TOR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE PHONE: 631-846-99 t3 % V- ARE NOT INTENDEDTO GUIDE THE ERECTION OFFENCES.RETAINING WALLS.POOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION ` c _ B.ONLY SUHVEYS BEARING"THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSED51A COPIES MAY CONTAIN 1,,,MAIL: INFO@ GLANDS RVEYINGi COM UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS,DELETIONS.ADDITIONS.AND CHANGES. N 9.1'ROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTI IERWISE NOTED. 10.ALL.MEASUREMENTS REFER TO U.S.SURVEY FOOT. 0 9JL110N 41CIION 9JClI7 COMPLIES WITH: --W,- J A M E S BPNa 2020 CODE SECTION 303.2.1-303.4 SWIMMING POOLS,SPAS, D E E R K❑S K I AND HOT TUBS RE. SECTION R326 OF THE RESIDENTIAL CODE OF NEW YORK SECTION 3109 OF THE BUILDING CODE OF NEW YORK POOL O m✓rn Hear Max 14 SECTION N1103.12(R403.12)RESIDENTIAL POOLS AND xnPN oAux P� PERMANENT RESIDENTIAL SPAS SECTION 3109.3.1.2-3109.7.4 POOLS AND SPA GATES,BARRIERS SECTION G106 ENTRAPMENT PROTECTION SECTION G107 ALARMS Mn{{({uck, New York 1195 SECTION E4201-E4312 ELECTRICAL CONNECTIONS FOR POOLS I EmKi Junesdeerkoskl@ynho 0m o' POOL NOTES: 1" BLxa REVI SIONS 1. POOL AND PROPERTY TO CONFORM TO CURRENT STATE AND LOCAL CODE, BOSTING BMOE N6 DESCRIPTIDN DATE ENERGY CONSERVATION(R403.10)AND ELECTRICAL CODES. 2. POOL SHALL CONFORM TO ANSI/NSPI STANDARDS R326.3.1 i 3. SECTION R326.7 POOL ALARMS TO BE INSTALLED AS REQUIRED BY CODE. 4. INSTALL TEMPORARY PERIMETER BARRIERS AROUND CONSTRUCTION AREA DURING CONSTRUCTION.FINAL FENCING BARRIER PER R326.5.ALL GATE ACCESS TO BE SELF-CLOSING AND SELF LATCHING/LOCKING PER CODE. 5. 3500 PSI POURED CONCRETE WALLS,MIN.40' 6. FINE WASHED SAND BASE WITH PORTLAND MIX AT BOTTOM 4.T BB1N!POOL NIiOM 7. SOIL CONDITIONS AND SITE MANAGEMENT TO BE RESPONSIBILITY OF BT CONTRACTOR.PROVIDE SOIL TEST IN POOR SOIL CONDITIONS. 8. SEE SITE PLAN(BY CONTRACTOR)FOR POOL LOCATION.SETBACKS,VARIANCES, AND OTHER STATE AND LOCAL REQUIREMENTS TO BE VERIFIED PRIOR TO CONSTRUCTION. 9. DRAIN COVERS TO MEET CODE REQUIREMENTS(VIF). 10. POOL PATIO SURFACE TO SLOPE AWAY FROM POOL 1/4":1'-O"AND AWAY FROM COMPANY, HOUSE IF CONNECTED.PROVIDE ADDITIONAL DRAINAGE IF NECESSARY. s NORTH FORK POOL CARE INC. 11. INSTALL CLEAN BACKFILL FREE OF CLAY AND ORGANIC MATTER.COMPACT SOIL AS REQUIRED PRIOR TO PATIO INSTALLATION. waurnBa 12. SUCTION OUTLETS PER ANSI/APSP-7.VERIFY IN FIELD PRIOR TO CONSTRUCTION. 13. SURCHARGE NOT PERMITTED WITHIN 4'FROM SHALLOW AND 6'FROM DEEP ENDS. - 14. POOL EQUIPMENT LOCATION TO BE DETERMINED IN FIELD(MAINTAIN MINIMUM SETBACKS AS REQUIRED). wAumBa 15. DIVING BOARD TO BE DETERMINED BY INSTALLER AND OWNER ADDRESS, WPLL TPEA • WALLIYPE B POOL[ONEB PROPOSED POOL 1150 GRAND AVE MATTITUCK NY, 11952 wau*rPec WALL TYPE PLAN N.T.S. VINYLLINERTRACK (GRADE) (GRADE) 6)#4 REBAR e e DATE, 5-13-25 HORIZONTAL 3 REBAR d DRAWN BY, C.D. (4)HORIZONTAL a d• 2)#4 REBAR ' N IINE NYL LINER t VEO.RTICAL @ SCALE, AS NOTED VL @ 3"O.C. 3' C (GRADE) HEATER 3 REBAR a e< (4)VERTICAL .!'4: DRAWING TITLE, @ 3'O.C. FILTER 4 „ �"FOAM e e�• q' ADDING PUMP AUTO SKIMMER P 1111 LI PADDING °' d - d_ • d•. P L A I V 6)#4 REBAR 4 e HORIZONTAL e 3500 PSI C 500 PSI ONCRETE VERTIOIL@ PENTAIR AUTOMATION,LED CONCRETE .4 1 : e' _ y e 1 �� b T O.C. UCOLLEC70R LIGHTS,FILTRATION,140k a .d e0 ELECTRIC HEATER SHEET NO. BACK TO POOL L-10"—� WALL C DETAIL NAL DUAL MAIN DRAIN H 1 WALL A DETAIL WALL B DETAIL N.T.S. WITH -TUBE� mCG VALVE AND RAVEL BASE POOL COVER PIPING SCHEMATIC N.T.S. N.T.S. N.T.S. r J NOTES: JAMES DEERK❑SKI 1. DIVING BOARD TO CONFORM WITH ANSVAPSP/ICC"5 SEC 6 P.E. 2. NO SOIL DISCHARGE PERMITTED WITHIN 4 FEET OF EXCAVATION 3. POOL MUST BE SURROUNDED BY A CONTINUOUS BARRIER CONSTRUCTED IAW REQ.OF SEC 326.4.2.1-R326.4.2.6 OF THE NYS RESIDENTIAL CODE(2020)AND ALL SECTIONS OF THE SOUTHOLD CODE O 4. WALLS MAY SERVE AS PART OF THE POOL BARRIER AS PER SEC326.4.2.8 AND ALL WINDOWS HAVE SELF LATCHING DEVICE 5. ACESS GATES SHALL COMPLY WITH SEC R326.5.2 OF THE NY RESIDENTIAL CODE(2020)AND BE SELF CLOSING,SELF LATCHING AND BE SECURELY LOCKED WHEN POOL IS NOT IN USE OR SUPERVISED. ALLL GATES ARE TO OPEN AWAY FROM THE POOL AREA. 6. DURING CONSTRUCTION THE CONTRACTOR SHALL ERECT A TEMPORARY BARRIER AROUND THE EXCAVATION IAW CODE OF THE TOWN OF SOUTHOLD. 7. POOL MUST BE EQUIPED WITH AN APPROVED POOL ALARM CAPABLE OF DETECTING ENTRY INTO THE WATER AND SOUNDING AN AUDIBLE ALARM WHEN DETECTED THAT IS AUDIBLE AT THE POOLSIDE AND Mnttituck, New York 11952 INSIDE THE DWELLING.THE ALARM MUST BE INSTALLED,MAINTAINED AND USED IN ACCORDANCE WITH TEH MAUFACTURERS INSTRUCTIONS.T HEALARM MUST MEET ASTM F2208"STANDARD SPECIFICATION e+ai J�sdeerkcski@yuhoacon FOR POOL ALARMS".THE DEVICE MUST OPERATE INDEPENDENT(NOT ATTACHED TO OR DEPENDENT ON)OF PERSONS. 8. POOL SUCTION FITTINGS(EXCEPT FOR SURFACE SKIIMERS)MUST BE PROVIDED WITH A COVER THAT CONFORMS TO ASMEJANSI Al12.19.8M OR MINIMUM 18"X23"DRAIN GRATE OR CHANNEL DRAIN REVISIONS ea >Esca>PrMN I nATE SYSTEM POOL CIRCULATION SYSTEM MUST BE EQUIPTED WITH ATMOSPHERIC VACUUM RELEF.SUCH VACUUM RELIEF SYSTEMS SHALL CONFORM WITH ASMEAl12.19.17 OR BE GRAVITY SYSTEM APPROVED BY THE TOWN OF SOUTHOLD.POOL SALL BE PROVIDED WITH A MINIMUM OF 2 SUC11ON FITTINGS OF THE ABOVE MENTIONED TY PE THE SUCTION FITTINGS SHALL BE SEPARATED BY A MINIMUM OF 3' AND MUST BE PIPED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP(OR PUMPS).VACUUM(PRESSURE CLEANING FITTINGS SHALL BE IN ACCESSIBLE POSITION, MINIMUM OF 6"AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR BE AN ATTACHMENT TO THE SKIMMIIERISKIMMERS. A REQUIRED POOL ATMOSPHERIC VACUUM RELEF SY STEM SHALL BE INSTALLED AS PER NY S RESIDENTIAL CODE R326.6.3(2020)AND IN ACCORDANCE TO TOW CODE 9. ALL ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 70(NEC),PRINCIPALLY ARTICLE 680 AND THE NYS RESIDENTIAL CODE SECTION 4102 THROUGH 4106.ALL ELECTRICAL DEVICES MUST BEAPPROVED BY UNDERWRITERS LABORATORIES AND BE PROTECTED BY A GOUND FAULT CURRENT INTERRUPER(GFCI).CURRENT CARRY ING ELECTRICAL CONDUCTORS EXCEPT FOR THOSE PROVIDING POWER TO POOL LIGHTING AND POOL EQUIPMENT SHALL MEET THE SEPARATION REQUIREMENTS OF TABLE E4203.5. ALL METAL ENCLOSURES,FENCES OR RAILINGS NEAR OR ADJACENT TO THE SWIMMING POOL THAT MAY BECOME ELECTRICALLY CHARGED DUE TO CONTACT WITH AN ELECTRICAL CIRCUIT SHALL BE EFFECTIVELY GROUNDED. 10. WATER SOURCE FILLING THE POOL SHALL BE EQUIPPPED WITH A BACKFLOW PROTECTION DEVICE TAW NY S PLUMBING CODE 608. 11. ALL PIPING IS DIAGRAMMATIC UNLESS OTHERWISE STATED. COMPANY, 12. WALKS,IF PROVIDED SHALL BE NONSLIPAND SLOPE AWAY FROM THE POOL EDGE NORTH FORK POOL CARE INC. 13. A MEANS OF EGRESS FROM DEEP AND SHALLOW ENDS MUST BE PROVIDED IAW ANSVNSPI-5 SECTION 6. 14. CONTRACTOR TO PLACE THE POOL TAW TOWN OF SOUTHOLD CODE SETBACKS. 15. ALL DRAINAGE FROM THE POOL SHALL BE MAINTAINED ON THE SUBJECT PROPERTY. 16 THE DESIGN IS BASE?ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST WITHIN THE EXCAVATION. IF GROUND WATER EXISTS WITHIN 60"FROM GRADE,DEWATERING FACILITIES WILL ADDRESSi BE REQUIRED. 17 ALL GAS AND OIL WATER HEATERS(IF INSTALLED)FOR THE IN-GROUND SWIMMING POOL SHALL BE NATIONAL APPLIANCE ENERGY CONSERVATION ACT(NAECA)COMPLIANT. POOL HEATERS SHALL BE TESTED LAW ANSI Z21.56 AND SHALL BE INSTALLED LAW MANUFACTURERS SPECIFICATIONS.OIL FIRED POOL HEATERS SHALL BE TESTED IAW UL726. POOL HEATERS SHALL BE LOCATED OR GUARDED TO PROPOSED POOL PROTECTAGAINST ACCIDENTAL CONTACT OF HOT SURFACES BY PERSONS. POOL HEATERS SHALL BE PROVIDED WITH TEVEEERATUREAND PRESSURE-RELIEF VALVES.A BYPASS LINE SHALL BE INSTALLED 1150 GRAND AVE FROM THE INLET TO OUTLET TO ADJUST WATER FLOW THROUGH THE HATER POOL HEATERS SHALL BE PROVIDED WITH THE FOLLOWING ENERGY CONSERVATION MEASURES: MATTITUCK NY, 11952 17.1 ALL POOL HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW SHUTTING OFF THE OPERATION OF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RELIGHTING THE PILOT LIGHT. AT LEAST ONE THERMOSTAL MUST BE PROVIDED FOR EACH HEATING SYSTEM HEATED SWIMMING POOLS SHALL BE EQUIPTED WITH A POOL COVER(exempt FROM THIS ARE OUTDOOR POOLD)DERIVING 20%OF THE ENERGY FOR HEATING THE POOL FROM RENEWABLE SOURCES OVER AN OPERATING SEASON. 17.2 111VE CLOCKS SHALL BE INSTALLED SO THE PUMP CAN BE SET TO RUN DURING OFF-PEAK ELECTRICAL DEMAND PERIODS,AND CAN BE SET TO RUN THE MINIMUM TIME NECESSARY TO MAINTAIN THE POOL WATER IN A CLEAN AND SANITORY CONDITION IAW APPLCIABLE SANITORY CODE OF NEW YORK STATE 18 BACKFILL WILL BE DONE WITH CLEAN EARTH FREE OF ROOTS AND DEBRIS. BACKFILL HEIGHT AND WATER LEVEL TO BE WITHIN 8"OF EACH OTHER PLACE CONCRETE ON SANDY LOAM SOIL. CLAY TO BE DATEi 5-13-25 REMOVED AND REPLACED WITH SANDY LOAM 19 THERE IS NO MAIN DRAIN IN THIS POOL. SUCTION FOR THE POOL WATER CICULA11ON IS PROVIDED BY THE SKIMMERS ONLY. THIS MEETS REQUIREMENTS OF NYS CODE SEC 326.5 FOR DRAWN DYi C.D. ENTRAPMENT PROTECTION 20 THE POOL WAS DESIGNED REFERENCES AS THE FOLLOWING: SCALE, AS NOTED 20.1 THE RESIDENTIAL BUILDING CODE OF NEW Y ORK STATE(2020)SEC R326 DRAWING TITLEi 20.2 THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW Y ORK STATE(2020)SEC R403.10 POOL 20.3 THE FUEL GAS CODE OF NEW Y ORK STATE(2020) NOTES 20.4 THE NEW Y ORK STATE SANITORY CODE 20.5 ANSVAPSP/ICC-5 STANDARD FOR RESIDENTIAL IN-GROUND SWIIVMNG POOLS. SHEET NO. 20.6 BOCA CODE SECTION 421. 20.7 COMPLIES WITH CODE OF THE TOWN OF SOUTHOLD SECTION 85-891 A 2