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Home My WebLink AboutAliano, Nicholas Charles Cuddy From: Doug Adams <DEA@youngengineering.com> Sent: Wednesday, May 03, 2023 1:55 PM To: CharlesCuddy@optonline.net Cc: Faith Gillis;Tom Wolpert Subject: Aliano - Stability Assessment Attachments: Aliano - Stabilty Assessment 20230502.pdf Hi Charles, Attached please find our opinion on the above matter,for your use. IF there is something in there that you think might be counterproductive, please let me know. Best, Doug ® � CE � 1 � Douglas Adams,PE,PG Young Associates �l 400 Ostrander Avenue AVO 16- Riverhead,NY 11901 631.727.2303(o) 631.774.3521(m) Southold Town dea(ao4ounaengineering.com Board of Trustees 1 YOUNG ASSOCIATES 631-727-2303 400 Ostrander Avenue,Riverhead,New York 11901 admin@youngengineering.com HOWARD W YOUNG,Land Surveyor THOMAS C. WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer& Geologist + DANIEL A. WEAVER,Land Surveyor ® t19 May 1,2023 Avg 16 10 Nicholas Aliano Property Southold Town 3705 Duck Pond Road Board of Trustees Cutchogue,NY 11935 Attn: Mr. Charles R. Cuddy,Esq. 445 Griffing Ave#2 Riverhead,NY 11901 Re: Nicholas Aliano Property- Constructability Assessment T/O Southold,New York SCTM: 1000-83=01-11 & 12 Engineering Report Pursuant to the request of Mr. Charles R. Cuddy, Esq.,the following is an assessment of the constructability of the above referenced site, based surveys and site visits performed by us, as well as our office records, and other available data. Property Description. The property is known as Lot 5 of"Map of Vista Bluff' subdivision, filed in 1968. Since that time, all but two of the lots in the subdivision have been improved with residences, including the subject parcel. When the.subdi'tision was created, all the lots along the bluff, and Duck Pond Road, exhibited slopes in,excess of 20%. Lots 1 thru 4 exhibiting standard bluff face slopes, and lots 5 thru 9 exhibiting gully and outwash slopes, largely in excess of 20% for most of each lot. Lots 6 thru 9 are currently improved with residences. The subject parcel contains a partial foundation constructed circa 2006. Planning Engineering Land Surveving Bluff Stability The bluff is largely protected by toe-hardening structures along the length of the subdivision, by individual homeowners,with the exception of the subject parcel. Typical headward erosion in this area appears to have been greatly reduced, if not stopped, as a result of these efforts. The exception being the eastern most portion of the subdivision, the subject parcel,where the headward erosion is unchecked. The stability of the gully, and outwash slopes, is intact, with a small amount of natural vegetation, including the subject parcel, and the construction of residences on the remaining parcels. It should be noted that since the construction of the existing foundation approximately 17 years ago,the upland area surrounding it has become heavily vegetated, confirming there has been no erosion to the bluff or gully, as a result of its placement, even without the benefit of proper grading and drainage efforts. General Constructability Assessment Based on all of the factors potentially affecting this parcel, it is our opinion that a residence can be constructed at this location, for a number of reasons, without significant impact to the surrounding properties, and would likely be a benefit to the health and.stability of the area, in general. With respect to the bluff areas, the largest potential cause for loss of bluff is the-unprotected toe. The toe is currently not protected along the subject parcel. The construction of a home at this location, that does not include deliberate plans for protecting the toe, and ultimately stabilizing the bluff face, is not recommended. The construction of a residence, if done properly and responsibly, would actually reduce the current amount of runoff toward the top of bluff and help stabilize the upland area. Plans for a residence should include the capture of runoff from all impervious surfaces (i.e., roof&driveway). This eliminates the footprint of those areas from the overall area that is currently contributing to overland runoff towards the bluff and gully faces. In some instances, pervious areas could also be collected, further reducing the tributary. The foundation of a potential residence would be too far away from the bluff face to have any influence on its stability, and is therefore not-considered to have any adverse impact. Although there have been lengthy discussions regarding slopes, particularly 20% slopes, the fact is that slopes of this value are constructed upon, and utilized very often,with no effect on erosion or general stability. Most properties constructed on these slopes incorporate multiple walk- out levels. This ideology is typically utilized to maintain the existing slopes and reduce the need to disturb other vegetated areas of the property. All of the other improved lots along Duck Pond Road (lots 6 thru 9) incorporate walk-out levels and retaining walls. This is done to preserve the natural grade and to ensure their future stability and structural integrity. This same rational should be utilized on the subject parcel. Fnp EE�Rn Planning EngineeringAVG and Surveving 16 2100 Southold lbws ;. ..___ Poard of Trustees In summary, and based on our assessment,we find no valid rational for not allowing a residential home to be constructed on this property. If implemented correctly, there would be no adverse impact to the surrounding properties, but rather a benefit, contributing to the stability of the land forms in the immediate area. We further reiterate our recommendation that the bluff area be appropriately stabilized through the relevant permitting agency processes. Our opinion is further based on the fact that all stable portions of this subdivision are the direct result of development, utilizing the existing slopes to their advantage and minimizing the amount of disturbance necessary to construct and improve the residential homes. Please contact us if you have any questions or need further clarification. Respectfully submitted, Dougl s A ams,PE,PG /dea cc: file : AUG 1",6 200 Southold Town Board of Trustees Planning Engineering Land Surveving, Glenn Goldsmith,President ��` �'O Town Hall Annex A.Nicholas Krupski,Vice President = <R• 54375 Route 25 CD Eric Sepenoski , P.O.Box 1179 Liz Gillooly �y • o��f Southold,NY 11971 Elizabeth Peeples l .fur ��, y Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report t Daterrime: Z S Completed in field by: I+J• k��pSV� Charles R. Cuddy, Esq. on behalf of NICHOLAS ALIANO requests a Wetland Permit to construct a proposed two-story, single-family dwelling with a 905sq.ft. footprint (a total of 1,810sq.ft. combined floors); construct an 8'x11.5' covered entry patio on south side of dwelling; construct ±3' x ±8' and ±4' x ±11'second story balconies; install an I/A OWTS system; install gutters to leaders to drywells to contain roof runoff; and install a stone blend driveway. Located: 3705 Duck Pond Road, Cutchogue. SCTM# 1000-83- 1-12 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sou��ndBay Part of Town Code proposed work falls under: apt. 275 kC"hapt. 111 other Type of Application: Wetland " Coastal Erosion Amendment Administrative EmergencyPre-S bmission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: WAILA, 1-�"�c�n��., -�o .Z ��a✓lv ✓bd� l� S. O t C 4 appki Present Were: G. Goldsmith 1' N. Kr pski ✓ E. Sepenoski L. Gillooly E. Peeples Nicholas Aliano 3705 Duck Pond Road,Cutchogue SCTM#: 1000-83-1-12 8/8/23 A s NOTICE OF HEARING WMSnp NKK M+MwN,r.w.•�.n.rre.wr.+. Off 16 Jkv aa...<,.e..n.ww w«www.n.ar•e ww•rw••. .aM.anaruur Mu••a..•...,w...c+...axa rw 1 ► ' � yj ,��f 1r'ff� 4a.` i, s �e` a �a �ri��i�i7 ^♦ ks � •ft ��y !' ♦ t � }�+'�i �� 4 ` r � Nom.—it.`�`��iA' A�, �► ♦�, s • .�.4Alt d w Ago i�► r A Nicholas Aliano '3705 Duck Pond Road,Cutchogue L _ 1000-83-1-12 .� •� ►lSyt' i� ~:rte s� r Y • - - r ��r ' .� ` .. - � qty.. ta:"+• _ � . A. �10 ill IM VI 8�/-:8'%2 n 2 3 �1�4'�'2�'4�►�' Nicholas Aliano 3705 Duck Pond Road,Cutchogue vd SCTM#: 1000-83-1-12 8/8/23 4 ' r _ i . r' e , 40 r 4 .y ",a••,y ,rp,� !�f-y � _ ,. ."'�` r' �°t�`:.-` _ ,�. +-. _�'�{,.. .., .'`moi.# � _ .,• ♦� .�,_ ,, _ _ _ err �P Glenn Goldsmith,President ��OCOGy� Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 0 Eric Sepenoski ,?, P.O.Box 1179 Liz Gillooly ' • p�� Southold,NY 11971 Elizabeth Peeples 1C Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Charles R. Cuddy, Esq. on behalf of NICHOLAS ALIANO requests a Wetland Permit to construct a proposed two-story, single-family dwelling with a 905sq.ft. footprint (a total of 1,810sq.ft. combined floors); construct an 8'x11.5' covered entry patio on south side of dwelling; construct ±3' x ±8' and ±4' x ±11'second story balconies; install an I/A OWTS system; install gutters to leaders to drywells to contain roof runoff; and install a stone blend driveway. Located: 3705 Duck Pond Road, Cutchogue. SCTM# 1000-83- 1-12 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples (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 PURPOSE 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 VALID 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 AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(5T)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 110101 tel. 651-127.2305 fax. 631.72.7.0144 admin®youngengineering.com N Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor SITE DATA ``v a� �• grnm0.asrobal� TEST HOLE TOTAL AREA = 36,414 5F SWEET AIR VENT GAP MFG BY TUF-TITS FROM FILED MAP oo (5' MIN FROM ANY DOOR OR WINDOW) \�Ilk // W ) ET *ZONING USE DISTRICT = R-40 0.0' / / VERTICAL DATUM =NAVD(1988) ^ 4"1PVG a 2" TO 5" PVC 4" PV'G ® Z SANDY CLAY w' VENT LINE (OL) / � �" 2 STORY -T 2.0096 MIN. 1.00% MIN. � � 50 / SUBDIVISION"MAP OF VISTA BLUFF" FILED IN THE SUFFOLK COUNTY CLERK'S FRAME HOUSE z Z LOOKING / OFFICE ON MARCH 15,1968 AS MAP NO.5060 � SAMPLING (5 BEDROOMS) CASTIN65 TO / FFEL=60,0 - GRADE `PORT EL=501.5 SAND& / / * DEPTH TO GROUND WATER =>50' EL=501.8 � N LOAM P•y�, S RIM=58.5 PRECAST (SP) \ ° / �a `\ otic 9 / // / o ° * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =3 I TOP SLAB 200 ` * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL ------ CONCRETE ___ SAND&GRAVEL / PROVIDED I/A OWTS CAPACITY =600 GAL --- COLLAR (SW) `O / (Ya �� / .- IE=501.8 FLOWIq. _ .._..,.. 24.0' LEACHING SYSTEM REQUIRED =300 SFSWA LEACHING SYSTEM PROVIDED =300 SFSWA IE=55.5 § CONNECT 5" PVC i> % \`i �bC'/ VENT LINE TO VENT HOLE INOW5TG�J� / �o�s�� PROVIDE GLEAN / / //� %�/ \\ \\ \ a �� LOT COVERAGE �jO) / / / / / \ \ ��y Q goptg0.ryJoan(ec OUT AT FACE OF N .`off / / / / // / / // j/ \ \ \ \ \ \ . \ Q Z � BUILDING 9.3" i�I / / / / // /,/ / / / \ \ oc�o��`,p 0 PROPOSED 600 GAL. I/A OWTS / / / // / / / / / / \ \ \ 9 /` \ \ oG o��2 FRAME HOUSE = 885 S.F. MDL. 2.0 TNT-500 MFG. BY NORWEGO / / / // / / /// / //T \ \ \ \ \ \ \ \\ \\ pyo X07, �� COVERED PATIO =92 S.F. / \ \ �' .010 �S- �Poz° `a`� �lo TOTAL =976 S.F. =2.7% /1 o,��,�a�o \ Lill \ Q 02 P�� Pte° \ �7 ra o F HYDRAULIC PROFILE `° 3 // /i i i i / / / / // / / �\ \ \ \ \ \ -� O ss / / �/ \ \ \ \ \ \ \ \ �� HEALTH DEPARTMENT USE / // % \ \ \ \ \ \ \ \ \ Q ��,�L,per BOT=43.1 / / / / / / / /j / / / / \ \ \ \ \ \ \ \ \ ✓ 8' SANITARY LEACHING POOL 500 SFSWA 6D� / i / i i' // / i i % / / \ \ \ \ \ \ \ \ \ \ \ �.__. � __ r V� / / // / / \ \ \ \ \ \ \ \ \ \ \ �'� hj l�n ti� 0 l5 °F // // / � / / / // / / / / / / / � ♦ \ \ \ \ \ \ \ \ \ \ `� AUG - 4. 2023 Ile 0 Sou'licId IoV^iii cp METER INCOMING SERVICE //// ///// // j// / /% /j// \\ \o\mss\ \ \ \ \\ \\ \ \ \ \ \ \ \ \ DEDICATED 20 AMP BREAKER ��r ti Sl�.>'� 120V 10 SERVICE NOTES � / / / / / / i/ TO NORWEGO CONTROL PANEL / / / / / / / / / / / / / \ I 1 \ oi, \ \ \ \ \ \ 1.THE OWTS SHALL BE MODEL SINGULAIR 2.0 TNT-500 MANUFACTURED BY NORWECO. MAIN #12-2 AW6 WITi•f GND IN 3/4 PVC CONDUIT SERVICE PANEL Z.THE DESIGN ENGINEER,NORWECO REPRESENTATIVE,AND SCDHS REPRESENTATIVES NORWECO SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING SYSTEM. APPROVAL MDL. SD 103 / / ) '-X \ \ \ \ RECIRCULATION PUMP FROM ALL THREE PRIOR TO BACKFILL. / / / / / / / / / / // �` \ ;.\ 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OFA F�� #12-2, #12 6RD IN 3/4" CONDUIT % / / //j// //%//"OR `/13'�0 �0� NORWECO REPRESENTATIVE. 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE i / / / /j / / _ ' \ \ \ j; \ "' 3g7 \ PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY j/j j / f s� \ \ 1 / \ ;%\ 9l\\•0\ \ \\ GROUND NORWEGO NORWEGO DEPARTMENT OF HEALTH SERVICES(SCI)HS)PRIOR TO APPROVAL OF THE I/A OWTS j j j j j \ O� CONTROL MDL. 206G REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK / / // \ /(i o, ) J 1 4, Z',.a�, �, \rs 48 \ R� \ \ ENGINEERS CERTIFICATION COUNTY SANITARY CODE- / // \ �jC'i� / / 4' (/) O o;�% o �, 6 g�,w��ripim PANEL AERATOR / \ / \ `` "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL %% \s DW#1 / /// s he \41 h \ �f(!C 5.ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). �j / R \� �� .h � {' \ �\ SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY ELECTRICAL ONE-LINE DIAGRAM \ \ / goo Q�/� ;-��mw X15 s�, \ \ o�b �4 �l DIRECTION.BASED UPON A CAREFUL AND THOROUGH ST 11 OIL, \ c 0' \ \ ��y p'Ce SITE AND GROUNDWATER CONDITIONS,ALL FACILI I(Cj bp EQ \\ y9�ti��.l, �� ti - 1 - - sa- � 5\0�� Jb\�G� CONSTRUCTION STANDCONFORM TO THE ARDS LK OIN EFFECT AS OF UNTY NT "'�� Z"✓ po�FpFo / -ss CON J`pa �� r` .0 ;f`^ (91S O 57.5 / P,y �J \\�c�°� tz! CO FJ �/ NFC .41� _', . :. 601• \ 1 I \ 3 +� , ;° "6A �o �t`. (4 Gam/• % �O \\ \ \ \ \ ` 59.5 os' O r h � X11 ✓ $a" ±.':rA°'r I� /11. O � 'l8� 58.5 "• / � \ NOTE:REMOTE VENT REMOTE VENT WITH CARBON EXTENDED AERATION AERATOR MOUNTING CAST-IN-PLACE RECEIVING FLANGE �.9/� ��, \ \ \ \l0' HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n _ GENERAL NOTES_ 7i• S,. MUST HAVE A MINIMUM FILTER DEVICE(REQUIRE CHAMBER CASTING AND COVER ��L �' \ \ \\ \M f 58,5' THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 DIAMETER OF2INCHES Cl) SINGULAIR®AERATOR,AS TESTED AND '/A /s� \ \ \ �� DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 AND MUSTTERMINATE A ELECTRICAL SOLVENT WELD BIO-KINcTIC&SYSTEM LOCKING LUGS ACCEPTED BY NSF,OPERATING 6D `6/ Q \ \ �' :'� - Q ^' MINIMUM OF 18 INCHES MINUTES ON/80 MINUTES OFF. C �/� 1 \ �\ � � '" Cb DRAINAGE CALCULATIONS CONNECTION a ABOVE GRADE,1 FOOT T! FROM PROPERTY LINES, SAMPLE (j) FALL THROUGH SINGULAIR®PLANT O)<Ph y - VOLUME REQUIRED(ROOF AREA 1) =96 CF SURVEYORS CERTIFICATION g01"IQ AtJO(lOI/G AND FROM INLET INVERT TO OUTLET INVERT J �•��'„ �,; PROPOSED � PORT � 576 SF x 2/12 x 1.G NEAR WINDOWS OR IS FOUR INCHES. INLET INVERT IS \ o DOORWAYS. TWELVE INCHES BELOW TANKTOP. PROPOSED �a �.: VOLUME PROVIDED "I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING BOUNDARY I '.: °''` SANITARY SYSTEM $ ALTERNATE IN_LET \ WATER / �o� USE NEW DW#1: AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR UNDER OUR DIRECTION." o _ -�- _ __ - _----- C3 ON DEEPER INSTALLATIONS,PRECAST p'.>.: _. " B' DIA.x3' DEEP DRYWELL = 127 CF LOCATION I (�I III I�I III RISERS MUST BE USED TO EXTEND SERVICE a 4'DIAMETER INLET LINE I I 6 C AERATOR AND BI O-KINETIC SYSTEM a MOUNTING CASTINGS TO GRADE. N A -- "- -- - A - - ° d o INSPECTION COVER ON PRETREATMENT �� o� co VOLUME REQUIRED(ROOF AREA 2) c,\C: ,._-r,• y' ,! 8 APPROVED SEALANT OR {>;.5 9 `- / 1 I G o CHAMBER MUST BE DEVELOPED TO o� ^ 399 SF x 2/12 x 1.0 =67 CF .c c <''(..r J i w `. c'� SEALING DEVICE } o tT> 1 ` 'tel? \ N -- o © !t ' '� q .o C WITHIN TWELVE INCHES OF GRADE. / �J y� - `o (D S VOLUME PROVIDED N PRETREATMENT CHAMBER .� I _� -� _ ``y=--=:<-: �'� ..._ ,. . i >',•ii ,C f - I ;y- a C (41 TANK REINFORCED PER ACI STD.318. \ F © i q N I I I -...;$:; : - S..p, . .__. USE NEW DW#2 � = MINIMUM COMPRESSION STRENGTH OF REMOVABLE INSPECTION COVER 8' DIA.x3' DEEP DRYWELL = 127 CF i �I WITH CAST-IN-PLACE HANDLE -J L---------J L - z '�^•7 f; C t. REMOVABLE COVERS ON RISERS ALTERNATE INLET LOCATION ;: ;:• ° SECURED WITH SPECIALTY FASTENERS \ \ WMR F PROPOS VOLUME REQUIRED(DRIVEWAY) o J TO PREVENT UNAUTHORIZED ACCESS. STONEBLEND N • , , (:s? J J GASKETED DISCHARGE y�/V 1,147 SF x 2/12 x 0.60 = 115 CF � �� \ FLANGE ASSEMBLY W CONTACT THE LOCAL,LICENSED VOLUME PROVIDED �\�,PLAN VIEW f SINGULAIR®DISTRIBUTOR FOR DRIVEWAY HOWARD W.YOUNG, S.L.S.N' .45893 ( p ----- 4'DIAMETEREFFLUENT LINE ELECTRICAL REQUIREMENTS. USE NEW DW#3 Cq ,i SINGULAIReTANK_OUTLET COUPLING __ _ _ _ ______ I DANIEL A.WEAVER,N.Y.S.L.S.N0.50771 51NGULAIROAERATOR • TO4"DIAMETER EFFLUENT LINE PROJECTENGINEER'SAPPROVAL: 62.OJ B' DIA.x3' DEEP DRYWELL =127 CIF BIO-KINETIC SYSTEM MOUNTING I(WE)HEREBY CERTIFY THAT THIS \� Nb- CASTING AND COVER DRAWING HAS BEEN CHECKED AND IS Q AERATOR MOUNTING CASTING FINAL CLARIFICATION CHAMBER _BIO-KINETIC0 SYSTEM DISCHARGE DETAIL APPROVED FOR USE IN CONFORMITYcG�� SURVEY FOR -- ----- - WITH THE CONTRACT DOCUMENTS. AERATION TEE ACCESS CLARIFICATION_ DATE: NICHOLAS ALIANO PORT(OPTIONAL) �HAMBER RISER 810-KINETIC® �E. \ �G AERATION INLET TEE \ SAMPLE SYSTEM11 �� PORT CONT RACTOR'SCERTIFICATION: / Lot 5 Map of Vista Bluff FY THAT THIS APPROVED SEALANT OR \ _ �= DRAWING HAS BEEN I(WE)HEREBY I NECKED AND IS \ _ _ at Cutchogue Town of Southold N SEALING DEVICE � \� � �r .moi; F<=`•r,' APPROVED FOR USE IN CONFORMITY � WITH THE CONTRACT DOCUMENTS. Suffolk County, New York N , _ KJ , '; �; ;I 1 I DATE: (Dwelling with Private Well) P � BUILDING ., I '� 'E PERMIT SURVEY -- ------- --- --__- Q CRITICAL DIMENSIONS / r I li3 r.® Co .,a. \ 1000 01 11 e C�r-a" L�o.z :^ / • I ,� I � � �` , \\ , County Tax Map District 1000 Section 83 Block 01 Lot 12 _ I Col Z-3 (Dwelling with Private Well � EFFLUENT LINE _ fel r's" � 4''8" MAP PREPARED 5 4"DIAMETER I / �, BO' \��= 80'1 [F]9_3' [S1 6'-0' � \ l g CASTING PICK-UP J/ _ _ ---T - ---- [G]V-0" JUN. 20,2020 GROQVE,TYPIGAI- ,_ [HIRecord of Revisions © B'-o- Cl s-s' \ NOTE:TOTAL WEIGHT 11,000!/ �+ L01 -.. IT 0,-r [V/ Z`'N' � BIO KINETIC® \ DATE HEAVIEST CASTING 8,200!/ [�0'-3' M7 T-4" SYSTEM REVISION IK?1'-0' Ci 0•-2"TOO'-3" GENERAL AMENDMENTS MAY 1R/TUI Y 221AUG MIXING FINAL CLARIFICATION ©O'-2' [Y / 2 BAR CHAMBER ��4.-B" � n NnV nR 9n99 LOT COVERAGE DECDr n m� AMENDED LOT COVERAGE JAN- - m3 PRETREATMENT CAST-IN-PLACE AERATION RECIRCULATION U- ITOYNI/eca L&J, 2L z� a BP DATA TUNE 05�n?3 AND __ �- CEHA LINE JULY 17 2023 CHAMBER CHAMBER TRANSFER PORT PUMP OUTLET END VIEW romay -- J-MM S = _-___-_---- PATMM vNeutmW Bo4mEnC` „�.ar--WASTEWATER MM _ NERAL AMENDMENTS AUG,03 2023 0 EXTENDED AERATION Mo>Einrt2-WooaD -_0&10 2021 NOTE:TOTAL SYSTEM CAPACITY: 1,300 GALLONS Lo"0ISCLAND --- NTS o CHAMBER SECTION A-A RATED CAPACITY: 500800 GALLONS PER DAY 0m„�� R.e € ---- o _ "�aoS C.a �.A: 1 pF2-0273 LIJ Y 20 0 10 20 40 60 I/A OWT5 MDL. 2.0 TNT-500 MFG. BY NORINECO Scale: 1" = 20' JOB NO.2020-0021 DWG. 2020_0021_bp6 1 OF 1 ■ GENERAL NOTE5: TABLE 602.3 (1) LEGEND INDEX OF DRAWINGS: Revisions: TABLB 860111 RAFTER OR TRUSa UFL6TCONNECTON FORCES FI20N WIND(AID](POUNDS PER T�DAARws6xAuzNcwPu Jn nenx Q9DAPR GAruGo FASTENING SCHEDULE coNxeenoN�ata aB.h a===] _ TO ov5 C-0.0 TIRE SHEET 55•anGlmPaTIN.GODealel rou sure w°Svs A-0.0 FOUNDATION PLAN E 0 E IV E DDD -m pQ6Y COKONATbN LC1Gnt1G110x LPJE Or NaIYCFC STAR '1mM1 -WALL To A-1.0 SEGOFIRST FLOOR PLAN ��`'TT -enoa®OClerm smcTwl.ra,eaeas AS Pee n^¢tN �� n:l umxrv.nuv = A-1.1 SECOND FLOOR PLAN A-1.2 ROOF PIAN THE POLLPAN,S NOTES ARM TYPICAL,RMPCR TO ATDR TR AAN65 FOR - A-2.0 ELEVATIONS APPLICATION._ A-2.1 ELEVATIONS I.DRNNIN59 ARG NOT ro Be SCALE.IPL DIMONSTONF ONLY.CONTRACTOR SHALL DECK x "m•^•~~ ..`:.... , _ pOpR A-3.0 SECTIONS 1 ^O ALL DIMNWONS AND CONDITGNS AT_GB SIR' ANY'DI90RSFNGIG9 OR OMISSIONS _ D-1.0 DETAILS L •()- FROM PLANS AND/OR• IFICAnONS FUST BE GALLED TO THE ATTENTION OF THE 'J _ '^•' D-2.0 HANGER DETAILS RECORD ENSINLR AND SAM CORSOPMO NVIN(5)DAYS AFTER CONTRAOT HA5 BEENa _ -POURm CONE. AWARDEP.OTIGRWISEGONTRAGTORWILLBEHELP SPON9IBLMFORSAME FOUNDATION MEP COMPLIANCE STATEMENT INFORMATI0 2.CONTRACTOR AND/OR 50coNrn TORS SHALL BM ReS-PONSIBLM FOR APE JATMLY BRAGIN& 12' MR mamr,�,a.q•„ - • (2020 NYS MECHANICAL, PLUMBING AND NEC CODES) D�ORT�ANp TINS M 9I3.I6NMmKT ACGOROIN5 TOOALL APPLIGAeLE GODESB S ARDS,ANDS a •a�pm . ® -T M9E�DE O GOOD LONSTRlKTON PRAGICC9. ,,,.�.� •�••� FLOOR STRVGTNRM 1.0 INE HFATNG SYSTEOA FOR THIS PROJECT SH COMPLY WTIN ME MECH FN CODE ^'�^•� CONSISTS OF 2k4' OF NY SLATE,CHAPTBi 1 THROUGH 15 WHERE APPl1C49LE Southold Town 9.ALL MATERIALS AND C,PWTRVOFlcN TO BE INGORPORATS IN THE WORK SHALL Be IN •� PD.STUDS•16• 20 THE DECIRICPL SYSTEM FOR THIS PROJECT SHALL COMPLY WITH THE Wn10 ELECTRIC STRICT ACCORDANCE WITH THE LATEST MDITIM a AS.TM.sPEGIFIGATONS WERE APPLICABLE _ OL.PV I121 TPE CODE•CURRENT nDOPTION AND"ALL CONFORM TO TE 5TAN PARRS AND RCOMPE?DATON9 OF THE`VARIOUS 7RADL'05TITures .. m. 5/0'6YP•JM WALL 3.0 THE PLUMBING SYSTEM FOR THIS PROJECT SHALL COMPLY iVTM TIE PWMBM CODE board of Trustees (AC.I,A.15C.511,CTG)ARE APPLICABI.C.ALL MAMRIAL5 USED IN CONNECTION +^•+•'^ BOARD.BOTH SIDES OF NEW YORK STATE.CHAPTERS 1 THROUGH 15 WHERE APPUC9BLL YIITN 7NI5 PRO '°_yT MYaT BM N9Y MATERIALS IRlL�55 OTGILVIY_STAMP. UL DCSI6N.UL 9I4 4.NO THIS PUM PIFMS,CABINETS,M.SHALL MNCROACH UPON ANY FIRE Y1ML LS Oft FIRE °•" RGSTRINI PARITONS. O -SMOKE DETECTOR 5.YECNANIGAL VIItTILATON SHALL BC ATE OF YU0¢EJCR ReCd1IR5 BY LOCAL GODS AND ORDINANCES ` . PER NYS RSG 919 AS PM1L PS IN AGGORD BY' WITH STATE Or NY 2020 CODES. 6. ALL WORK P93FORM�BY'TIE PRIM CONTRACTOR AMD/OR• NTRACTORs BeINb EITLR DIRECTLY OR rw,.rv�.i O -CARBON MONO%IDC DETECTOR IIDIRE IN CONTRACT WITH TIE OPD�i SHALL PERFORM SUCH Hl2RK IaDHi TIE F'RRQ/•/I5101�OP TFE ,�,.,,r^, " PER NYS R:G 919 AIA COONTNT RACT ANW COXT.VOL. 7.ALL DIMENSIONS MR CONDITIONS TO EG VHtIFIID BY CONTR4GTOR5 PRIOR TO GONSTRUGTON AND PRIOR -LIGHT FI%1URE TOORIP bMATT 155. NOPE D. RECORD ARGHITEGT IS NOT RESPONSIBLE FGR^,_RVI910N INSPECTION,OR ADMINISTRATION OF N: THIS PROrPr. lE`Q"'•" e.exlsr. �. CONORMTE TO W PLAIN,LRRtEINll'OFGS,(SEE TABLE R402-2),25 PAY SOIL MET, WINDOW PREPIGATS ON THE ABOVE 501L IF OYER SOILS ARE CNC0.NIERED, "°` • N OR C 1_0W BEARING VALUES ARM TO Se A'SEUMS AID TUE FOUNDATION MFT E!R)MXSIbFm. %XXX E N`IDU ST. INDIVIDUAL SITE CONDITIONS MAT ALSO REOUIRM SPECIAL FOUNDATION DE516N,YIHIGN mem a .v.w • EXI IS THE OP TIL B11L.DLR ` 10.PROVIPE 1/2'X ID•LONG.ALV.ANCHOR BOLTS IN GOMPLIANOM W SECTION 8 L6 FOUNDATION MIGHORA.0 , {•ROOF VENT 4'POOP VENT {•ROOF VENT ROOF 4'ROOF VGT I. FOJNDAIOHS AND POOTINIOS 51=POR BEARING M VIRGIN SOIL AT MINUMM BEARINS GAPAGITY OF I TON PER STNA"FOOT WITH A MINUMAt OF 5Z COVER '• e / / 6Ah1 12.ALL WOOD FRAMNe,WEEN-JOISTS,SEAMS,P05T5,STD•,ETC.,TO Se DOu&LAS FIR N P3 OR PETT R MASTER BATH I I ]I/], IS.STRUGN STEEL TO Be ASTM AS72.PISTATLID, WCATS AND ESUMTS PER AISC. 14.PROVIDE NERAL DRIP FLASHINS OVERALL CMC210R WNDOP6[DOORS. •mr••' LAV F-r---.T--� I I I I LAV I5.ALL DOORS TO.ABASE AREA POR INTERIM LMN6 SPADE SHALL SM 45 MIN FIRE RATS Poon ASSEMBLY EOUIPFS KIH A SELF CLOSING VeVORLa E o•1.0 _ `^- I I PG I I I I ima I I W 16. BD.SfOIt bARA6E,UDLI�17 0-ALL HO�ILRS)AS PER STATE AND w• . m w I I 4 S 7 R Q LOCAL cor.E_+. `• ^'•••••m o I sRilr� I I I bI1Je IT.PROVIDE YNTCIR RSISTAM 6YT.BP.AND E%TGVOR GRADE FLYYIOOD IN ALL I/3' I I I I In' YGOND FLOOR EL-E N� (D AREAS,SUB.IFLT TO EXPOSURE TO WATER OFi M015TVRe. ------ "� ...r ` J 4• ID.WOOD SILLS TO 5E 2 X 6(PRESURe TREATED)WITH 5/6'DIA ANCHOR BOLTS 4' 4'4' KITGIEN 1� 19.ALL FEADCRS TO BC SRPORTCP BY 4•X 4'POSTS t7YP),UNLESS ORERASE STALED. O0. I OD. 3 I/3• 20.PROVIDE DOUBLE HEA-S AND TRIMMERS AT ALL STAIR AND FLOOR GFENINeS AND UNDER ALL •Mm•mw, I Pfd I LAUNDRY r ]V1' L.AVNV'RY POSTS AND PARTITIONS RUNNING PARALLJ3 TO SAME. ^ 1- 2 m- I I - e I 0 Z 23.ALL I SNIINTERIOR DOOR I TOM(2)2 X D C(31 2x10 KNDOMI H'_AD�RS OUWPS�OiIERWISE STAT . I LAV -T----i 5 NCFEN I Eyp Z Z 29. INTENTIONALLY LST BLAKK 34.ALL STFUGNR4L WOOD SHALL Be 1cePT]•BACK FROM cHIMNEY9. ��'��'•^� °s` I I WC I I ILU ]S..,ISTS HANC/SNs,ETC.TO BE SIMPSONJ STRONG TIE'OFt AFPAOVEP EQUAL FOR PLUSH 57NG AL COM:STIONS. , � � 1I O- 1,W, O-• N ]6.POR POURED CONCRETE SLAB PROVIDE 6'X 6'10/10&A.WJ'LM.OVHt 6 MIL.POLYMTM_SNE VAPOR \ ti IFCBN W 0 W BAR m ON 6•WELL COMPAGTID SAND AND ORAVEL FILL. I/2' ` ]• AIR INLET FIRST FLOOR ]•BASEMENT �. co CD 3T.ALL CONCRETE HAUNCH FOOTIN65 TO CM PRO`/DED WITH 3+5 REINFORG•_a ROPE. •• ZB. THE B%PRIOR SURFACE OF ALL POUN WATION WALLS ECLOW GRADS(C%CCPT SLAB AREAS)`N1 BC •.,••••+ ., "" CO. } OJ DAMP-RIOPFED WITH M ELASTIC COAL TAR BAY,SELF PWMINB 5$n NOUS PLASTIC GQLNT. GD. e0.e0. IIS m ]9.b 11D AROUND HEN OON5TRGTON SHALL SLOPE AWAY AND BLEND INTO-,am-LONDInONS. " GO V MIER FOOTI1465 SHALL C%TEND a-FROM FOUNDATION ON ALL SIDeS AND SHALL BE 12'THICKcl '..a.� �•` .,,..r 4' Z M 9O.PROVIPP GONHBU'TON AIR VeRT3 AS PER NY9 MINERS'COPES. 91.ALL CONSTRUGION SHALL Be IN ACGORGANGE WITH TIM W BUILDINS CODES.TIE W SUILDINS - R S.==�= N+s APPROVID C_ 1„ U) v CONSTRICTION MANUAL,TE XY ENERf CONSERVATION G AND WFGM. ••.•ra..n ,..., 10 SANITARY DRAIW&C W51E AND VISIT 5T5TEH TO 4.OJ. TRAP T[O�T(le srdld W 93.ALL NJlN1BIN6 PIXn1RS SHALL 9E INDMOUALLY TRAPPS AND VETO A9 ReOVIRS BY NT COT ^'^ M ALCORDAN:e YVRII LHA�fER 90 OP TIG IRC 206. 3 W CAST IRON PIPE SMALL CONFORM WITH LOCAL GORE RLf4JIRD•ENTS WITH APPROVAL JOINTS,PIPE '• I_ O Z Sd1PPOIRT5 AND CLEANOUT". 2D VENT SYSTM SHALL E M ACCORDANCE MOTH FLUM5IN6 RISER 2IAC7RAM o O 53.YGATINb AMD COOLING DESIGNS,SHALL COMPLY WITH '5TANDARDS. CNAPfER 91 OF TG IPG]OB. _ 34.LOCATON G!°BASENT MESASHS AS FBG DML.R_GOMM ENDATON .^^.P uY, Z W OL 95.TE 6ENZI CONTRACTORVMALC4_ �ALL FWR ARRANY_MERB DOTH THE OMOR TO Sm ",PROVIPe AND INSTALL AS RCGUIRED(PER NEL, 0 NEMA NAT.PLU BINS CODE,ASMM.AND ASH.RM.' IFICATIONS$ALL IEATIN&,VEMTLATN6 AND AIR CoNDIroNINS EQUIPMENT WHCH ARe Nor TABLE RSOI.2(I) CLIMATE AND GEOGRAPtiIG DESIGN CRITERIA OTERASE SHOW ON THESE DRAWINSS. - ,1' %.THE 515%,'r DI5FPSAL SYSTEM AND PR EH PMTEIR' LY 5T57EM SHALL '^ '^^'^^ )'{IND DESI&N SUe•CGT TO DAMA.e tFat QG yy 1,�, f� E AS RGOI111eS BY THE MOARD Q HEALTH. SNOW SPED TOP06RAPH1 5PFL1 Ri, 5E15MIC FRGS N1 ICE BARRIER FLOOD AIR MEAN Daglaa Ph Loch(F3 Sx}aced Dry or Orem•19%moxHMn mobtxx ccrdaNl O W 9T.RmmiiomGTON OF TEY PLANS,IN ANY FORM WITGUT THE WRITTEN LOAD 61;C15 FUND BOWS DESIGN ._.THSNI '(EWQ I%I6 UhDMA HAZARDS FR=N& AN0➢1 CONSENT'OF TE ARCHIMC17,IS FRO HISIT O.TESM PLANS MAY NOT 5E FILED FOR �'^"'^' 1°m^°"�^"^ LPE M vWPm Od facN4m O.from lb tbtb,01 DFaPfl SpecNP4tlap fa- ZP Q CONSTRUCTION PJRPO IN ANY BUILDING DEPARTMENT,WITHOUT THE ARCHITMGT REGI D.em GA DSIH TE•1P FEGUIRED INDEX TEMP AFod Co M,-tbn NDS-199'1. 1I 1 MUTTMN AUMORIZATON.ANY IPL or TIEY F9.NS FOR ANY FIIFtPOSE,OTHER ` Z� ^� THAN THAT SPECIFICALLY AUTHORIZED BY THE PESISMR Is ILLS ,AND E` tl FkWr 5 aH �) Q MAY 51/AECT THE USM T1�_.oP TO TE PAYMENT OF FELL COMMISSIONS. o6em��, maw�•, 20 L85 140 fnP NONE WA WA B SWERE 8'-O°MDDaA 20 YES WA 594 55 Ebgb(w V 4: RepotaGY.we Fat4r BeritlYg Strero ea.THE ARCHIT T HAS NOT BSN RCTIUNGD BY THE Oh OR CONTRACTOR p ro 1lI. 7xb DSOiJIW v ft llo(ISx Il5• y TO RNIEW OR INSPLT THE SITE THAT V15 PROD T IS TO De BUILT ON .� 2xp 650 x 12o v 1020 x IJS v 11Ti' AHD A55UMIMS_NO RESPONSIBILITY OF STRUCTURAL OL516N TO THE s 2x10 B50 x IJO•955 x 115 a IONS PROP�Cn SITE.NOR FOR TE FAILURE a THESE,ORPI AN AND 2x12 M x=•DSO x IJS•M � SPECIFICATIONS TO CONFORM IN ANY DEGREE WITH ORDINANGE9 AID LAOS - �.. __ TABLE 84033 MINII4IM S E,LOMPRE951Ve 6TREN�TH OF LONGIeEfM �_` y APPLICABLE AT THE SITZ. '^ v 99.FIRE BLOCKIN&TO CODE Rh 2.5. NOHsadYl 5he�Strom•N x 0'=190 Fol 4p.ASSUME'SOIL TO Pe SAND OR 6RAVEL,WITH KWMIM TRACE OF PRY G=AY.KII4 WMATiEIt POTGT FbdLD d ElmYclh) IJSOErM Psl A MINIMUM INMNFUNS GAPAGITT OF I TON/SGL FT. v ^.. ° TYFM 018 LOCATION Or LONOIQ}E GONpTRUGTLN NEGLlbletE MDOC ATM SEVQtM Q �' • BASMNT FOJNDAIONS AND OTIAe CONCRETE 0 o d WALLS 41.ALL POOfIM&S TO REST ON VIRbIN UMJISMiBJS SOIL �(� 43.PESIbN LOADS ARE AS FOLLOWS PER SC{lA2 FOOT. _ e` " NOT eKP05^S i0 YEAiIER 3''00 2SOO I 2500c I _ _ V/O.I� O TABLE 89015 DACaEM SLAIeS,AND INTOelOR BLABS ON SPADE 2500 ]910 ]$OOc I -I.E JD13.12WMDBORNEDITAYSPROTECT..FA51ENDI..CNEDULE FOR WDDD OlN VO L• K b MINIF9IM UNIFORMLY DISTRIBUTE?LIVE LOADS e e excER 9ARA9e rLoOR%AMeG I I •" n IL= ° o z c OTRUCTURALPANELSAm Y- x 11'8 LIVE LOAD _ BASEMENT W4LL5.FOUNIDAnON WAIJ.S eMOtIOR WAW' BPOOd AND-_COTO i`,MAVMR n LL WN1bnAY Alin lalR lAnlm AND-_C___ ]900 9G000 I I FefmtJTm[ � w�� N�� a�� m 11NfITADLe ATtt.4 ND ATOM FepD PI1R PIX9 9P eF-:3 n 4�,o pN1014E IOnp9OIU No PKHq - PLRL16 CARPORT SLABS AND STS5 CKr_TO 3900 9PoodAJ 9900EIJ I (� • �.O O TIL PGATH .AID bARAbe FL O',"SLABS I n1M09 Nam YG &.1 SCARE IMaf.Od•O.Pa � � a xo.�mxMm�.m.° .. o J W`n AAGA9a VOl4M M _ __=7 - 'r,Awun.u„m.1 a N U p N N m 816 o11D111NV ClIDNNPM6 b - - gc44th �IAn.p IMlOoIIG 1GG nA 'NAT w.Y CµEap.e0i i0 NR®H6 ND TUWta ewra eaGltalcnON eltuL EX A11e TMom ' Z oL@1xn•coNe eo ?AGES A8025.tI9l MF1EAlCEIUNG JOISTlEELJOINTCONNECIONSA CONC1Q,p�LACCaeOwfr!-Y4TI1 I•o0lNbte4 •>RNma1Pw..uen � O AIFMWAnp.TOTAL Ane COHIIIY Dfl.OxT BF V0.MNL•GDw.1Q1M1 OrlF9.l IAT R Log THAN p FaGI6R _ 40.&LASS IN SID IMS.SHONE R POORS AND SLDIN5 6W5 DOORS TO Y'TEMPERUeP 6LAS5. T°' •.mgxvarnmi iuoi3 Nwi winw.l cpp,T reNfp,T +^�P�� Y-y�� 44.eLMGTROAl_PERK TO CGNAAORNN TO THE NATIONAL ML _.CODE AND ANY APPLICAELE RrnE Okw� , N�•,w[/W T•tew raP�'^'.>M �unvbw moi. mbtWtlui�iieo Ptrao.W brw lr Mpp.ua. HaaTaHvmsa..e�.w4v�rc w.wemao,Im*a„uwato-amm.¢sawW a _ ewn,N.a.n•xumwy+tlmkv r.rme.eev.sA-omw fuue.es LOCAL COPM5.PROVIGM MINIMUM OF ONE!SMOKE PERGTM IN BeOROOM ARBA eM I Oowm m ••vn•ae��,mxmwvn an,..nP,m.tlmw O D n 49.CONSTRUCTION TO OONFOIU9 TO ALL LODC9 NAVINb.LPUSDIGTON � M 46.THESE PLANS ARE DESIGNS TO MET OR EXCED THE REOVIRMRtfS OF TED pt. H Z � NEW YORK STATE SUILOING TIN COPE MOST REGENT MOOIN EN BUILDING IN ANY.lURISDICION O TABLE REDZT04--c U-d BRACING MEMODS EITI®R IN5DE OR OUTSIDE THIS CODE,VARIATIONS MAY BE PEOUIRED.IT L I ''II 15 Tm R:SPON5IBILITY OF THE PLAN PVl�OR B UILPER TO NOTIFY DE5I614 Q ❑ FROF.ATKIN 24 HRS.OF ANY CHANSMS TO FLAN5. i t m c n M[Txpp;mTEwet nvOlx NamE s 47.ALL HOT WA'IE1t PIPES AND PUGT WORK TO 90 INFULA=P AS PER NEW YORK STATE . MNI GODS. IN ,[ . [ s ) i [ [ > S T F 40.AFP.F.-ABOVM PINISIP_.D FIRST PLOOR J, L i mw°en➢ma4Revme ® }J _ sr oss e 49.ALL PLYPGOD USS STRUCTURE ALLY'ALL MT TE FMIR?ORMANGe STANDA.GDS j I s i a ^QFC°gyp, __id _ tl GasmmRs�.tov Sam P➢n. °�°" AND ALL OTHER REOVIRQ4ElT9 OF APPLICABLE U.S.GOMAEPGIAL 5TANDARD5 POR THE M'e,&RADE AND SPECIES OF ML OD AND SHALL B=SO IDENTIFIED BY M APPROVED MSINS AGENCY. [ [ N c [ [ T [ I amJ°v¢e•mpstl :D > v �1m ta+rbHF„x� I m• E 50.CONTRACTOR SHALL LOCATE AND IDENTIFY ALL LNIDO+bRDUNID UTILITIES PftloR - _ _ ---^ __ ^^ ---- 1 11 'lQS S sc TO EXCAVATION CONTACT ALL UTILITY COMPANIES IF RELOCATION 15 R O U1Rm m 1Y`^•,n•""1100-�c"'a,� m�0°m•°' [ ' �� umcacsx u f9a -III °moecSWsv 1b WOOD Op N AID/OR FLFAR9 n.rrc•W m.I�eaw.�M*mma°wemr, ne.e na.rn.a mpg y� 3' SrRUDr 0 awe�m,m.e •a.a..ewo.Mwa..r:.1�,ew.•e.evw.T.n mmeses o=.. - -�� -- - - -- emn's..,'a'is" PANELS a b�lem m�'.e P�Pea`w'armm..enaey.. wSpw.o•stoa.r.v.i.ma.awFm m..ee•,.aA..n+ �vun a_c�� h' :� srsamlumtac9 m _ -.._..-.-.. �� .t...xm.'sJ .�iA.MLL•W.e�bn[,alwmn6roW,W.I[.. aa� 77006 Lete, nn p,ao•mnlH+...erm,meo,a+.mfb,c..o.mmmmr P++•a,er:n.w.+,+ 'h ma•n u T�'°�•ryq •. WOOD APRJGBmTY1➢.➢TAndS N•amnnetl�w• lb°h'^+d•NaMiNN STRUDT PONCES a00 w PSE v.�•.uReN..r.+xmw.r. cssn• 'h'e'rv'c ,:win d= ® ® P O i.�e""r�mcweneu.n nr c.x.Ulim° -. . 1 m• rav>aosem TRISSDElAWCATONBGN 0 V w ENv ,.vnR°. Nm.Hwm_mRw.•.w,�..,.mm,wmtn.wwu•u.wrc.. •m.wAo ROOf HEIGM ]Td S YKeR•nnT mal COMPtpACEWI1H 19NYCR9 PIRTiMd ELLE.-..-R OFeYORIE9MMMNM S a1 �mL9Ya-WOIrc'Wpu,NoOGB.bEmb °�La.OJ N'd.1r3 P.bs•nb wa,trA•a[ FmnFnmcrmcmWCtlgxM e.➢N➢1,moJ TRL%IDFJ,TFlGAAT 516N SHALL BE SHALL EAFFOMACORDA`iCAAV a O ANY'�LRICAL Mem BBOX 7vc�TO THE CED eiGER1OORR OF ne WIND BORNE DE5RI5 PROTECTION: Qlffi9GId ORW EOd STY x¢Y 1E3 mLp gsam•ux ErtivW bp•Rdn•q•bmwmFmnxo•4,T4b P6D3n1 AtJMeaNpsAgFNA nM�P Q D�meNmeee sopwt 51RIlGTiRM FOR FRED R5PFLTON WOOD f-a FEET S PANELS Y11TH IT EP,?'MINIMUM THICKNESS OF 1/16°AND A R THEM O • O ',2pNnlXIX4EjnRMYOVEA q°RRmsMWCOaIyT URS,..nn Ol eapN SPAN D 8 FEET SMALL BE FL•RMIEXT H RPP a TO O fIPM. TO COVBR THE Fond GLAZED OPENINGS WITH ATTACHMENT HARDWARE FROVIDS. I GENERAL NOTES Revisions: LEGEND TYPICAL FOUNDATION NOTES: R A2.1 L ALL D FMmAnON MALLS TO EB 24 R'E H F. G7 c===] �Tievr?avRs POOPED CONCRETE Y1ALJ_>KEYED TO 24'MP%1, HTOJUL 50'-II In' (a)CONTINJDUS15WLEES NOTED OTHBRWI_ WN9TRz- 4'-0• 10'-10' 13_3• 2.TIE 501 TOM OF ALL FOOT1XSS,PMRS 1 - 7 202%o PROVIDE HOLD DOMS AT LOCAnONS NOTED ON P=AT1CN -'q,Rm C0N0. PLAN 1 AT 2-STORY AREAS ABODE SEE DETAILS SHOT FOIRmATON DSO ab• ® _ - VI�MR fwTm To MmtR 5IDG Q S.FRDCRIER BLOCK AT ALL PONT LOADS amml—_TURG3'x4' FC=AT10N YLALL Southold Town /6• CGNa15T5 / ,: \• b. oi.W TYPE b.ALL CONCRETE G)FO`W TO reATHER 15 TO SO SOS PSI Beal..,1 U of Trustees 5/D'SYP9UM WALL AIR ENTRAhD // i / \ OLDBIG�LRl 914D� . //- \\t.+ \\ Gb• _ O -5t4OKe DGIlLTOR TWERE FRAMNS 5 PROPOSED TOP OF POMATION KALL5 TO BE b'MN PROVE GRADE / ' / \\•"+ \ - PROVIDE SILL SEAL INS1.AnON APED T13L 9TE SHIELD b..P / / \ \\ O -CARBON MONDxw DGTGcroR CTOR TO PROVIDE SOLID BLOCKINS AVER ALL FOA RT LOAMAND PARRS MADS DURIW5 Atm AFTER / - / •// 4}// /y:B• \\\•.• \\ ON OftG -LI6MT FI%1L1�' LOASTRI.IGTON / -/ ® >ie° •i_ e.G105T. 9.LVLS,FORR EARS MW WWD•I•JOIST ARE NOT TO OOHO INTO DIRG'T CONTACT K OONGRER.COAT WNCRETG°RFKE KIM LP?D COATED COPPER FLASHINs MET. OR A.PRAY ON 51M MNOZ10.ALL M343RAFE' JOIST 5IMF'�ON STR3lS COMSGTORSEEAIS ARE TO HAVE / Y' / / / GSRff-CIX°TPLDFiLY&5VL[9 PIDOD TONTBTM AT EN75 WAYS TO NAVE 51FPrrON STRONS TE WrUIxTORS AT ENDS y LL BAS501T WA1JS TO HAVE FIRE STOPPING L Gi-R-CONNIDIFiY SIGT®FJRTIR. AT LM5RSm5 OF FLOOR BETYM WALLS 1 FOADATION CO'SIR)OTION is TO COmPLY virrm OUT IS NOT LIMMED TO THE CID :' I / i•^ / FOLLOPUN5: ® � / / z BEDROOM YUNDOWS TO CONFORM W TH PbRE55 I •. I / RBtulAnods of Rs10lo � L� >:o STAIRWAY ILLUMINATION R5051LS o STAIRS.LAPmIN65,RAILS t"ARDS A5 PER 3/4"x II 7/8°AJ5 25 FJ. I = R911 B R KI c = - . 12 FIREBLOCKINb R6036 II01T I ®Ib' PRAFMTOPPINB R502.12(SEB FS DS) V e FLOOR DIAPHRAGM 5RA INS 535 MOM 0 o OUTSIDE LIGHTING TO COMPLY WITH IRC CH 56 a ALL WORK TO COMPLY WITH 2020 IRO EOOC co o ALL SOLAR WORK TO COMPLY WITH 8524 4 SMOKE 4 G02 DETECTOR NOTES: IL ® �®•• - r VERIFY OR FR:OVIDE HARD WIRIDc3 LLJ TV N ———— BASEMENT SLAB r——I SMOKE DETL-GTOR5 H/BATTERY BACK-UF IN: O R q ex�ioxl:r -- IL OVLst WELL GOMPALTED I.EPLH SLEEPING ROOM LS 3.0 SOIL W/I/2'PERIMETER -- - 3.0 2.WITHIN 15'-0'OF EACH BEDROOM Q - (GENERALLY THE HALLWAY OR GALLERY) Q EXPAN51ON JOINT -- k 3.THE TOP AND BOTTOM or EVMIZY STAIR — I <: _ W.` u� A2.1 '4 Q (7)5/B'DIA X IB'LONG ANCHOR BOLTS, V r -J `. � EXTEND 9 I/2'ABOVE FOJPIDATIDN,32' RAIU O.G.AND(1)ANCHOR BOLT SHALL BE HANDRAIL NOTE: W a PROVIDED WITHIN 6°TO 12'OF EACH TYPICAL FLOOR END OF PLATE AND WITHIN 12.OF HANDRAILS TO Be 96'ABOVE DECK 1 STAR WSN55,REldlIRED Q GON5TRUGTION: HAvE CORNERS.lNu�wM Ero�MENr of T NL i GUAM ON OPEN SPIES OP STARMAYS 1 PECKS 5 HV1 NOT fig FLOOR JOIST AS PER PLANS I CONCRETE AND BE FASTENED TO THE 50 R211 4 R312 OF THE RESO MIAL CODE OF NBN YORKeTER V PLYWOOD SHEATHING SQUARE ATE kiiwASHER AS REQUIRED ICK . 4 j; SEE FRP.MIN6 PLANS NEW SAW. AREAWAY,TYP. I 21'.9' " INSTALL GOPPL32 TERMITE SHIELD AT V Z 1 y Q sa BOTTOM OF(7)2X6 PRESSURE TREATED WINDOW NOTES: W Q W DRAIN TO PLATE ORYYSL I `- 13 4'x 11 Ve°AJ5 25 F..1. (j n I.WINDOWS WITHIN IB'VERnGPL OF ANY Sus FLOOR,M/ Z S g BY oTl�i>.7YP. ®Ib° 5FO/8j OR MITHIN 24•HORIZONTAL OF ANY POOR SWING ARE Q Iv W D CODE AS - GRADE TO Be 7121-rawO RL. O o m - 2.ALL VVNDOYG Am EXTERIOR DOORS TO N ' x B' 10'_3• 1N'IP6RITY WOOD WR9 (aL.E S NOTED OHR TIK � _ �N MECHANICAL f I x Y U PGRI'S5 I ------- - -- !I B.KRPOWS MTHIN a•-0.OF W WHtS SHALL MEET OR Exam 2)P 5 REBAR,HORIZONTAL AT 5' POLL OTYPE FSS as BD. I FROM TOP OF FOUNDATION WALL VESON FREVARE RATIN5 OF 90 IbSF.ALL OTHER KWOW5 n� 0 NEW LADDER A5 `: CEILINGS2 UNEXCAVATED p,1 I SMALL MEH OR MEED COSIGN PRIM RAnNb OF$ Q O 0 1U 4ZggqW7 PER 0018,TYP. Q I ADJOINING LIVING 4'PL.SLAB OVER Y✓ELI- 8 I `MIN.I/8°PROTECTION BOARD F .. s W SPACE I 4.CONTRACTOR 15 TO VERPY ALL WNDOW MODEL NA@1H25 Ian• r 4•-10•Y corwACTED C' SOIL W/I/2°EXPANSION _13 n PRIOR TO PURCIih:G Edi INSTALLATION O I EH. JOINT AT u DWELLING WAIJ_/SLAB m I Rb RE5AdR D 24'O.G.HORIZ 6 VERT. _ .. --------- - O INTS25ECTIONS O RUN PL.SLAB OVER P.G.FOUNDATION L-J L- PROVIDE 0 INSTALL'KARNAK' \ WALL-HELD AT BASEMENT SLAB I ONE-K079'ES-ASTOMR C,LIQUID GRADE,TYP. 4'P.O.SLAB YN/ MEITRAEATER PROOFING II'-b' 10'-2' WYA1 I FWALLS BELOW GRAD, C4 1 EZOAL,ON ALL OVER&MI OVER 6 MIL VAPOR BARRIER FOUNDATION OVER WELL OOMF-ETER E A 501E I I I/2'X 5 U2'KEY WAY 73.0• YN/I/3'PH21H1E'TER EXPANSION JOINT I CONCRETE OR GROUT CANT ATn �c JOINT �S Pr (5)•5 REBAR.CONTIMlOU5 Q \ 1 � n •^1_OI •5 REBAR AT 15-O.G.,VERTICALLY p 77006 i FROM FOOTING INTO FOUNDATION WALL 'Po�ESSIUNN nFOUNPATION 1NALL DrzTAIL ° SCALE:V2'°1'-0• HO . 0 1 FOUNDATION PLAN SMOKE 4 002 DETECTOR NOTES: Revisions: VERIFY E PROVIDE HARD KREERY 1 11 �F/ SMOKE DETECTORS M/BATTERY B 1{'{R.—s•'s'• �7&(7 3 1.EACH SLEEPINS R00M AZ. 2.WITHIN 151-0'OF EACH BEDROOM AREA (6EN:RALLY THE HPLLYIAY OR&AU CALCULATIONS 3.THE TOP AND BOTTOM OF EVER(R�IR UL - 7 2023 NQm, UfE MOISTURE RESISTANT GYP.SO.MALL PE AREAS PROPOSED _ s h e� Tab FIRST FLOOR: +/-905 S.F. P°L-°"°�'�G T o COMPLY KTH an is r Lm= rTIT $Oliti101(i Town wp SECOND FLOOR: +/_905 S.F. o BEDROOM KNPOY6 TO CONFORM TH BSRE55 Board of Trustees TOTAL: +/_1.810 S.F. RE6ULATION9 OF 8510 0 STAIRWAY ILLUMINATION 8509.9 STAIRS,LANDINGAI S.RLS/MAROS AS PER a s. BASEMENT: +/-905 S.F. a Fl 11REBLOOCKING 86029 aD '? �'• FRONT PORCH: +/_69 S.F. a DRAPTSTOPPINs R502.12(SEE Ps D.'(1 DaP MASTER BALCONY: +/_44 S.F. a FOUTSIDE LlLOOR DIAPHRN6 TO AGM BRACING 535 PT--M ry °'iq• SY. o ALL VORK TO(COMPLY COMPLY 2020 IRC EGOO a' +/ BEDROOM#1 BALCONY: +/_24 S.F. ALL SOLAR w TO COMPLY NTH 8924 Al� 6 o �e ?sem HANDRAIL NOTE: >p A °. GREAT ROOMGUARDS ON OPS(SIDES OF STAIRYNYS 1 PECK.SHALL NOT \m HANDRAILS TO 35 56•AEOYE DECK 1 STAIR NOSINSS,IW=I m N+, P ALLOK TIE PASSAGE OF A 4'SP/ER5 OR MORE IN DIAMETER. wo g 50 8311 1 8312 OF TIB RESPEPTIAL CODE OF NSA YORK ZXI2 P.T.D.J. J{ WINDOW NOTES:1. �Q uz d-p RT 5HOI PH(OR VCHM 74- HORIZONTAL AL TAZONTAL OF P StlIK/ARE M m F TO BE TEWERED ® ® P dad( 2.ALL t0WOY6 AND EXTERIOR DOORS TO Ea!MARIAN o 'P INTEGRITY HOOD LuREx UMS^NOTED OTHMMSE m L 3.NNDOY6 NTXIN 4'-0'OF CORARS SHALL MMI OR LZMED o� Io/ 4 Ie£ L DINING AREA a SHALLMPRESSLIRS= SW�IONN RAO N&OF25 6 IL p I 5 U2• = IS'-I• 5 V2' Q IbSr. L II 0 4.CONTRACTOR 15 TO VERY ALL AI DOYI MODE.NUMBERS V d PRIOR TO RRCNASE OR INSTALLATION las Q 2x12 P.T.D.J c PROOM ai•L. ®16° g Illi' m 0 g A I 3/4"x II VB'AJ5 I 3.0 `I ®I6 o.c. R ❑- 3.0 �,.....I- r'na&m,.6Y -. � ,a�66 P,PttR - ':e D 1�� U3' 4 12'-4' - • ...1., ,. nc:.•trc_ee_-.a�xz_ec_ ._� -'� - llJ � ¢` s PED. 2 - ...I'bam,rrci -sFPL,fia6ANm>,.nPn •� eNN _ n,vRum_L' d Im E BREAKFAST 4 0 Pu eH�N aR m s«E - Z aY e$ AREA W s ,- In u �R - AS PER CODE i6 } l It - _tea z tL �I 3/4 x II 7/B AJS ZS F.J.► LEGEND • " .,Po> � •• - 71 o _ 1=01'ERo ---� Ufa _-a :� '.$• 6 �� ci > 8 Q Q sin' ® W 10_T. 11-2 I/]' CI y g� _ o � .° � -�dorTOSTxucrm e?!�_.rAt'+"cI%BiEan'eusorai't,e�oai F_otwuungri ., �can"-� �[ � 85t• <yu ®Q LL I Q 9080 FRONT .,_�_. - _ - -'"•.mta:i - - N KK KIT �I m DOOR TOBEsELrl- g •,.�m..„�" "w°.°.z c 6n;:H.>£ 'Rd.°"a"om-S. A - I� I1L��` Jw- POY+DAnoN :.... .:.------'.".�almerieiivaLSKa,mso-qussrM-d.Eon'v_m,°nmu+anf--.•'-�'�,. _..�wm; N .D_ DVERRAI6m W00DFL000.+1'RA1@l0'ANGTIOROP110N:. m coNK 4 O IIATI ® rourroeM'a ei'A o' m+ rmY.Y�±n,?mc�aNmircanwmwwL osn; g I L TO wnsls —21 ' -1 ° ° ESD%'eA•PYt.LL ': �... _ 6TM°`""`Lans rw.6aPAN6'.I`_4;� !-°wi i...... 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RESISTWIND PRESSURESA0.a N •tQS�SC �S ,p ® -STB lv1ALm IS.LL MNS AS PE! 6ADSW®NNE 51��1 N�O1��ILL YY WA PANELNA0.9YCW6 WW°SPFID V„v N * " rr PnNEL SPAR ICINESS SND SPN]NG 9 0.L B �_ (6-YEP-LONIVSUBI.Y 6IGT®YWA SW NmNbl RAIWC PmbN FdOe NN � 1rmaWl nmN..e<llmzW°o'Y 13J' 2.D 6RG RA PAMl ao'n® u zw §e a 6 a a fu ID 1�j 77006 4 CCR-COxIMBIYi.Y SYATlCD MRIAL 41Cmsm �� fn :af6 z+ 6 .e ,ss �1E5510Np\' GB-6YF9M NN1 EDAVD FVRIb>.2SIm0.1 mpNGvr.0.M 3° O a Peal Wmy,vb Pxvltlup.mvSCWabayyemlh»QyprymONrtCiipblMPWbaPaW ra•Nm i6Mn muKa Wilb BYL-CR/f.19 NS1L N!E mp6•JnOPNA aa•RMam Pmm°alamnamm. h L04b0mv0mchlpwuvweSmpmvadaNa%S®6Nbq u",xoh maEeoalC6WLwRID12 Wamltrabgn@°,ma4 sEN bhammmaS:Se:Lm B®216 ppmmtltl mai16¢e�sNue�°sve]b�m�am®,v6mm Wah Mtl:N23'f6•Pam'ARYla6Kaq Pgaml�NRR 16�Ne�bm•Eam°�Yivu� vps>Qy my Pm t81 Via m mfc NOTE:ALL 4F_AD)328 OVER WINDOYG AND DOORS SHALL BE 3-2x8 IV 1/2m PLYV0.FLITCH UDN. A1 . 0 I PLAN -q05 5F METHOD GS-PF - PANEL FIRST FLOOR PL P` CONSTRUCTION DETAIL v4•-I'-0• Mo►S SMOKE 8 CO2 DETECTOR NOTES• [.6 �Revisions: p� ggg SMOKE E PROVIDE HARD WIRED fL.. (( " E F7 SHOKE DETECTORS W/BATTERY BALK-UP IN: F. {L�a 1lVp I.EACH SLEEPING ROOM 3 2.WITHIN 15'-0"OF EACH BEDROOM A2. (&EKER L1Y THE HALLWAY OR GALLERY) /� 3.THE TOP AND BOTTOM OF EVERY STAIR UL 7 L 0 3 NOR: I K\ Ufa MOISTILRE R=SISTMT GTP.CO.M AL FLT A2vA5 �,��,�y, O F�W 15 TO 5 IM O J,uthot1 dlown \ b Board of T,us!ees 4• b. BEDROOM WINDOWS TO GOtFORIH WITH EbRE P h STAIRATORS OF RSIO STAIRWAY ILLUMINATION TDN R903.T STAIRS,LANDIN55,RAMS s GUARDS A5 PER R311 0 8911 PIR19LO1-K RbO2D Bb• DFtAPT PIRARSDO.I2(SEE PS 02) 2 VIAFI KPCM ap `a06 OUTSIDBLIbH TO COMPLY WITH IRO LH 35 ALL Y40RK TO COMPLY WITH 2020 IRC ECCO ALL SOLAR YORK TO COMPLY WITH R324 v C fib•/gY• N HANDRAIL NOTE: HANPRMLS TO EE%'ABOYE DECK5TAI0.NOSINFf,REm11Rm 7 mss MASTER BEDROOM ALAIRCS ALLOH nHE PAO SSASE OSA a S�e OR MORE IDIAMETER L� E2 �jl ^ ° N311 t RBI2 OF THE R°SIDB.TIAL CODE OF N'BV YORK W h mp WINDOW NOTE5: M Q I.WRDOWS WTHN IB•vornCAL OF ANY BB PI-0OK TUB/ mB b� ap TO Ewe TT IDN 24'HORIZONTAL OF ANY DOOR SWNb ARE RAILIN55 AS M10� I QQ 1760 `p 2.ALL KUPOPG AND EXTROR DOM TO EL MARIA PER CODE TO •},v 0 SD 'l INfEbWTY FWD LLiR_.x UW.B'NOIID OTHEFFAY BE SELECTS, S.KNIPOYB WITHIN 4'-0'OF CORKRS SHALL MEET OR EXCEED D M. y -Ye DGSIbN PREEN=RATNe OF 90 Ibrr.ALL OTHE0.WINDOWSLu S ?6 SNy1 HET OR UZEED DESIGN PR E RATNb OF 25 N\ 0: ;& Q O QJ E brp. t-i (Mn MASTER S° a6$ M1 4 CONTRACTOR 15 TO VER"AL K=A MOM NI ER5Z N-2 g PRIOR TO R.RCNASE OR NSTALLATON ® A m s ®sa D 5.01 azp ir<a n p r�>s,®aoF,Iwue,�msvEPoanes�...rss_mlow�n,!±�Prur�s7 3 Vl 9'fi' 9112' 9'd V1' S UO' .- roe,a�e[naw=..iGwaiiiiwi¢^.':-.� _ 29 - A r—.1 - 3.0 2xa,ca.a16'OZ. :r+mi."b�cvm ei 4 0 mDROOM 0I - - A2.1 V Y RA LIYfa 2.0 4 1 �P=m n®`"'sorte` lu - J AE PEN CODE n liMFlvlAe[Wn PFetNiE fa I '� � ;�' � `u��:-= µ�'�,;'la. -w�.�•�°' - ��.,,,�i In CLO 1/2-B IM'4'-5 '3 9' 9 VO' -0' �SVX ^S.�:°4' 11 O Y xIIV 4 4 a6� 5D ®SD avtiicori[a_Ere_oa'eusceaiir H3'Lo_cK FouimHviox .ap4', O 1,[L* g sFLL u n m II' VS' 4'-0' 9 U2' S''-0• S VO' -DOOR r'n .`+ - -, -_ ruaaounims! - �/ V{— ,' XmooaRNXalvutnXsi,.ba "®"°- wus""F" .. 2 Q i-) ..... -F0.1a=D LONG. 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II'-b' II'-b' ® -POI!/.TB ptMD WNl FAxi As ret RESISTWLNOPRESSURE NENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO O It601b RE919TWIN0 PRESSURES- N SQ�SSC � lLa1H-IGNXNgBLY 81lATi®FCVD tp�ryy oFSNiI \ �r 25'-0' 91R.riMIJ.P/J89 6YWIWRNM WO NGNIXAL W PAXELNA0.5PAOxG RroB fP®Vm N * •• GA1✓F1916�N PAIL SNG6PADNG � GGR-ta.TNXJ£LY°XJ.TI®PLRTAI [�N ELOn Rel! PM n � rRwe fin. Immnl IUTLYG Mmml nms..b=n°m..==�B c o �' �\p�1�/ eB-GYF441rn11 BOWaD 2.'pj L6 2!F >!, 16 6 4 >7 16 1D ` 17111 eL-BRIfID FV1L LIIG s•nnl. trs xm6 9® z+ iu iu uo � p'PoFESSIONO�• Fm Stllmm•at:®,TXwwm•ourma vPe°tl tEmgM1mb{mlComarymC�W>maPR'P��Na YPT.w6aHXWW v2M1a0k.+Ga4mev Na:iGm4w mca6mvfdb m�NVEeWm�r�CNub +0.iLvmµpYa b T40.btm•Ememlpe.nm.CmplmXlmJ oylw MOeq.ub®mmmCsseeCE6eDm RYl2lemltrx8q.giCmam.YW n.mscmmvem,swm°IuozTa _ _ R+E6ec a21 ac�pmb�mmm��otu6ablmv'+eW a3L�16 imomg N,0.M PNvmGsl0nB i6e=e�b�maE Av�itW NOTE:ALL HEADERS WNDOWS AND aR5 rw�+mmX.me:lembw m,m u SHALL BE 3-2x10 W/I/3'OVER PLYYIm.FLITCH U.O.N00. A1 . 1 I SECOND FLOOR PLAN -c105 5F A METHOD 0S-PF - PANEL CONSTRUCTION DETAIL V4'�I'-0' MGts NOTES: Revisions: I.PROVIDE ICE s WATER SHIELD AS PER 3 c2v AZ 1 2.PROVIDE 60 MIL EPOM MEMBRANE RLSTALLED AS PER MANUFACTUREf- D, SPECIFICATIONS ON ALL ROOFS //� � PITON OF 9.12 OR LESS ``i`Vjn5.PROVIDE 6VTfERS AND LEADEET ANY RUNOFF DIRECROOFTO 6ROUND BELOW 4.TRIPLE FRAME AROUND ALL CH5.PROVIDE BLIIID FLASHING AT J U L — 7 202 ROOF 6 ROOF/WALL INTERSECT 6.PROVIDE COPPER STEP 6 GAP F IN6 AT ALL MASONRY/ ROOF INTERSECTI NS 7.ALL RAKES TO BE IV U.NO. •,µ / \ 8.ALL OVERHANG" .N TO BE I2•UO. Southold town / \ Board of Trustees /0Y 0. \ /4 / >o / J / O � P 59 >: ,LOR co 2x6 ®I6'OL. 2x8 RR®I6'O S4. - ,,L g 12 12 -7 a, _ A7TIG A 2x6 R.R.®16"O.G. /I 2x8 R.R®I6.O.G. L. A V g 3.0 I 4 I 3.0 TTIG m to I LEGEND Q Z �mfi �I w w /I 2x8 RRA /I 2x0 R.R. 10"O G �o I�m 12 13 7 2 127 OL S IIS-0• �€ � LINE Or WALL,BeLOW ® -I NIG RATm YGVLL ' pp m�S 2x8 RR x8 2RR ro uneN slpG a• b ®I6"OL. � ®I6'OL L°N�i15Td OP]'x4' 1'm.9nID8•16' 12 H12 5/8'F+YPrjJM WV1 7� Q74 I dIJNeO.UTML 814 a LINE OP WALL,B10W O8 -`��T� (A O W 0 N -LAwOLN M°No%IDG a:ilLTGR M � l� N O Z YN al G -LI6XT�I%M1WG � t•ewer. ��II L��XI ® -YUNCON N ale X.N°'1 XxXx L•ex18T. ® -111dGR5l�IA®XVI TM8 A4lA 0 116L210 N apt S Sc L4iE�-fLMdtleLY PJGATm NmD N + � 911 1 Lstr--coN,umvsY slewnm nRru. - es-arrsR NiW.m.Vo ` 77006 �2 aG.-solo wu LRL PROFESSWNa� NOTE:PLL HEPDER5 OVER WINDOWS AND DOORB SHALL BE 3-2x�1W 1/2'PLYHP.FLITCH U.ON. A1 . 2 I ROOF PLAN Revisions: 13 TYi'DIGAL EXTERIOR FINISHES D E v � V E 2 2 -7 F , COLOR A-IFHALBROOK SHINGLES LACK I DI 5/4 X 4 PVC FRIEZE BOARD JUL — 7 2023 ,D COLOR.WHITE TOP OP PLATE TOP OF WINDOW/ DOOR UHO. ❑ ❑ 5/4 X 8 PVC FASCIA µ, COLOR:WHITE aC.ouUlolljToWll BEADED SOFFIT COLOR:WHITE Board of Trustees � Q PROVIDE BLIND FLASHING AT ALL c o ROOF/ROOF a ROOF/WALL -------- ----- LELA INTERSECTIONS VINYL 510INS COLOR:WHITE TOP OP OIID PLR METAL ROOF 'J5 FLR - COLOR:BLACK TOP OP PLATE_ TOP OF WINDOW/ Z DGOA UHD. 5/4 X 4 PVC DOOR a WINDOW CASING COLOR:WHITE VINYL WINDOWS Q Q AS PER PLANS U Q COLOR:BLACK PROVIDE 6UTTERS 6 LEADERS TO ® O SRPOE AS REQ. COLOR:WHITE HXH DECORATIVE COLUMN Z } TOP OF IST FLA _ _ _ _ _ _ _ _ _ _ _ COLOR MITE ` � Z LLI APPROXIMATE 6RADE o co z MASONRY a o (n 0) NOTE:ALL SECOND FLOOR WINDOWS AND FIRST STORY WINDOWS WITH A SILL HEIGHT OF LESS THAN 24"AFF SHALL BE TO BE SELECTED }Q EQUIPPED WITH AN OFENING CONTROL DEVICE IN ACCORDANCE WITH NYS RG R5I2.2 0] M I FRONT ELEVATION o o 0 W W-P-0• Z w a v W � W Q ~ N �uz TOP OP PLAR l�u(�Q o _TOP Q WINDOW/_ DOOR UNG. �Q Q =Z Z c$X �n'S d�Y 4 - 0-Qv V N Z O O TOP OP 99 FLA 515 FLR d _TOP OP PLATE _ w ¢ N M � _TOP OF WINDOW O 4 0 4 - TOP CP IST FLR--PLR ym '�FES510�� A2 . 0 2 RIGHT SIDE ELEVATION Www'-0' NOTE:SE FRONT ELEVATION FOR TYPICAL EXTERIOR NOTES 4 FINISHES Revisions: �l V E PDR, J11L - 7 2023 —roP or Pure _ TOP OP PoIIDOW/_ —vooR uxo. Southold Town oard of Trustees ASCODE o c roP oP av P!R sus Pix TOP OP PWTE TOP Or YdllPOW/ —°°°R°R° - t9 v lfl W � t7 TOP OF PLR _ z 116w W o 00 61-6 Z NOTE:ALL SECOND FLOOR WINDOWS AND FIRST STORY WINDOWS WITH A SILL HEIGHT OF LESS THAN 24"AFF SHALL BE } EOUIF'PED WITH AN OPENING CONTROL DEVICE IN ACCORDANCE WITH NYS RC 8312.2 m m I p LEFT ELEVATION W W 0 3 w Z .j °00 NOTE:EE;FRONT ELEVATION FOR TYPICAL EXTERIOR NOTES 6 FINISHES ' w a V W � 12 12 C ,F W 12Q �uQz -TOP OF PLATE _ "'z V O ° TOP OF lYIIDOW/ n OY w RAILRIY AS Plat Ca e - 0_08 rk Fw n o3. N w O Z TOP OP 1ND PLR 5A FLR CL —TOP OP PLAre _ w � N o _TOP OP W _ N GSR UHC.0. ,ey�gl Z 4 O Q 0 N Zp�Ssc Rr TOP OF N - IST PLR SU0 PLR _ n F� A2 . 1 2 REAR ELEVATION 1/4'-I'-O' NOTE:SEE FRONT ELEVATION FOR TYPICAL EXTERIOR NOTES 6 FINISHES Revisions: � E D RAILp15 AS PER OOP- ' t O 5/4 X b CEDAR DECKING ON { p 2X JOIST COUNTER RIPPED I TO DECK BELOW 223 O PROVIDE EPDM M�ER41� "LJ 23 O ON EAGM JOIST EDGE NOTE, 5/4' OX 59FATH OVER INSULATION AS PER p 3/4'COX SHEATHING ON RESCFECK,7YP. 2X10 DECK JOIST RIPPED TYFICAL DUCK BOARD o LA 2X6 Scuthol3Town LAP SDH INTO flJFTCR CONSTRUCTION: TYPICAL ROOF CONSTRUCTION MYSRC 901): oBCd of Trustee', 5/4 x b CEDAR DECKING ON -2"x17"RIDGE BEAM PROVIDE 2x JOIST RIPPED TO -2°x10°ROOF RAFTERS®16"O.G. evne+s LEAVERS io DECK BELOW H/EPOM MEMBRANE -GALVANIZED HURRICANE CLIPS FROM ON EACH J015T EDGE 12 12 PLATE TO RAFTER EPDM MEMBRANE OVER T r— 77 -%2P GPX PLYWOOD SHGv4THING 3/4'COX SHEATHING ON -IS LB.ROOFING FELT CAULK 2X DECK JOIST RIPPED 1/4°PER -ASPHALT SHINGLE5 FOOT w 3/4'PLYNOOD SUBDECK -BITUMUS ICE AND MATER BARRIER TTIG -ALUMINUM DRIP EDGE -ALUMINUM FASCIA FLASHING -4"ALUMINUM GUTTER TOP OP PLATE -CONTINUOU5 VINYL VENTED SOFFIT Z -- -CONTINUOUS RIDGE VENT BALOONY DETA I L TOP OP KhEcki/ I SCALES 9/4°.I'-0' POOR UXO. TYPICAL EXTERIOR MALL CONSTRUCTION: I y 1 � (NYSRG 601) ,,n 3.0 BEDROOM ttl -2x6 WOOD SND WALL® I6"O.C. v Y _ -2x6 WOOD SOLE PLATE Z Nt W RNLNFfi -.. -2x6 WOOD DOUBLE TOP PLATE ® y o / -1/2"GDX PLYWOOD SHEATHING >:AS Pat caPE I / -TYVEG WR K BUILDINAP.TAPE ALL SEAMS / -SIDING PER OWNER -1/2"GYPSUM WALL BOARD INTERIOR TOP SHEATHING.TAPE,SPACKLE 4 SAND •� LLI 'JA FLR PLR I v TOP OF RATE I``—/ Z O to m TOP GP MpNWW/ /_j� Q W Paoa urlo. V TYPICAL FLOOR o' z m c� BREAKFAST PYVD R GPLOOR JOT //SIPHt PLANS W o^^u Iii o A ROOM 3/4'PLYWOOD 5EATNM6 O c Z Q SEE FRAMP45 PL45 O W p 0 Z 3: _ w a Z TOP OF IST FLR /y SU3 FLA !u f� W APPROXIMATE GRADE z w �. Q BASEMENT SLAB TYPICAL FOUNDATION WALL 4 4'P.0 SLAB Wv GONSTRUGTION: F bxb-IOXIO Y W 2X&SILL PLATE/W 5/8'DIA OVER I"ELL COMPACTED ANCHOR 5OLTS SPACED AS MR PLAN5 ON Z SOIL)-V 1/2'PERIMETER 8'Tkvc P.C.YVL.FEYED TO EXPAN510M JOINT 20'KP!X IO'DEEP FOOTINS W(3)5 REARS Q j p I� o 0-60 Xv �yhoR�LL ,D_ U c NNe Z O LL e � K N N Z o N O H SC erg hops O NOTE:ALL SECOND FLOOR WINDOWS AND FIRST STORY WINDOWS WITH A SILL HEIGHT OF I P15 THAN 24"AFF SHALL Be EQUIPPED WITH AN OPENING CONTROL DEVICE IN ACCORDANCE WITH NY5 RG R512.2 A3 . 3 . O 1 SECTION A-A V4••I'-0' Revisions: OKI K DBL TOP PLATES 0 DBL TOP PLA DBL TOP PLATES DBL TOP PLATES OMPOSITION SHINGLES PLACE OS�CRT.HDR 2x4 CRIPPLE STUDS(TYP) W fORIZONTAL 2"PLYWOOD ROOF DEGKIN6 FRAMING PLAN NON BEARING WALLS (2)2x10 HEADER 2)2x10 HEADER(TYP) T TOP OF WALL ) (2)2x10 HEADER(TYP) INYL FASCIA WRAP HORIZ.VINYL SIDING S/2.. o BEARING WALLS 1/2"PLYWOOD ON 1/2"PLYWOOD SHEATHING RE: FRAMING PLAN Q X6 FLASHING CRIPPLE �{�= /4"x 3 I/2"BLOGKIING JL�- GOR-A-VENT"X5"VENTING E I g� 2 2x6 HDR Hr INYL LINEAL(FRONT ONLY) ASPHALT SHINGLE (2)2x6 HEADER(TYP) fl9 �, FILLERN2x10 ONLY es�io• q ROOF 2 PLYWD. LOAD BEM,4I RING CONDITION RAFTERS2"PLYWOOD SHEATHING DEGKItfG I N PROVIDE SOLID BLOCKING II I VINYL SIDING �B2x IRRAAFTERS 2x6 'LII I I F 2x8 LEDGER BOLTED TO HOUSE p �+� 7 2023 INTERIOR DOOR HEADERS WINDOW HEADER W/1/2"LAS BOLTS® O.G. INTERIOR DOOR HEADERS WINDOW HEADER STAGGERED 1/2"PLYWOOD SHEATHING WOOD STUD WALL SoLeiald Town A 7YPIGAL 2N2 FLR. HEADERS B GABLE RAKE SIDING G ROOT=/WALL GONEGTION D 7YPIGAL 157 FLR. H=ADF 5 —ri^ T (J� I/2"PLYWOOD WALL SHEATHING ROOF RAFTER PLYWOOD oecxll+o MK aaxlNa Par `ll ER VARIE5 RE:WINDOW BATT.INSULATION -M. .n O 6 DOOR HDR. ROOF RAFTER OR TRUSS 1/2"PLYWD.ROOF DEGKIN6 BATT.INSULATION COMPOSITION SHINGLES c I/2"PLYWD.ROOF DEGKIN6 eArr.INwLAnar+ 18 Ga.HURRICANE CLIP AT EACH I/2"PLYWOOD WALL SHEATHING ASPHALT SHINGLES RAFTER BY"SIMPSON STRONG TIE". vn us..nlsr � 6 WIND BARRIER � Of1 A9 fC°"� �' IxA PA501A '0^^ NAILER BETY`✓=EN RAFTERS IJ ot A GUTTER AS SHOWN ON ol 3/4 BLOCKING ELEVATIONS WINDOW FLANGE GUTTER AS SHOWN ON _T I�`ralLAnv D. y TYP.WINDOW UNIT DBL TOP ELEVATIONS DBL TOP PLATE 2x&FASCIA W/ALUM.WRAP WINDOW FLANGE PLATE 2x6 FASCIA W/ALUM.WRAP VENTED VINYL SOFFIT 4 SI I/2"DRYWALL VENTED VINYL SOFFIT BATT.INSULATION(TYP) HORIZONTAL VINYL DING 6"TO WEATHER CAULK c IFI/2"PLYWOOD SHEATHING 0 3 ® W °J"CHANNEL INSULATION IS 2x6 WALLS I/2"6YPBD. o IN p O HORIZONTAL VINYL 51DIN6 6"TO WEATHER ONLY ON 1/2"PLYWOOD SHEATHING HEADER VARIES, g RE:WINDOW It DOOR HDR IL 8 E TYp. WINDOW P EAVE WINDOW 6 TYP. EAVE H ROOF DETAIL ROOPINO PP1T PLYWDOO DCLKI .n �"e cu.RAPiBL V OR A5 RGGD. /////////^ Dfi-GAP SMINbLPS gn rte u Z ROLL-A-VENT QQz ASPHALT SHIN6LE5 1x10 FLOOR JOISTS ® z� O OR AS RE'OD G I/]'PLYW�.ROOF DBGKIN6 lam IA GS w(SEB D-1) O O 8 90MIT 0- O g S BOOP FRAMING OR 7RU5l iIDGE BEAONLYIJILOA . TIO DEOKI�K;BE "-'n11N5 AS REQV >x OLT ` 0 RIDGE /ENT.APPLIO. �KZFLOOR J015T DETAILL JOIST o EXTERIOR WALL -I JOIST PARALLEL TO WALL ROOF P57: A11w 0 N 0 �➢®1 lDPSX !D®1 SF.� vw1 1Q'�s se V�u VVL � qi. am Taw r 3EC QWI EDJ N n R0 fl1M V®iR,11C mKKT.IyNI�L va�m n.r p�ffSS10NQ�• nmuiml � �rem ®I.rmT.>ms nmu�•vwm.rm � .. .. ......... . P SHEARWALL TO FOUNDATION D 1 M JOIST O EXTERIOR WALL N J015T O EXTERIOR WALL o JOIST� EXTERIOR WALL DSL.RIM J015T PARALLEL TO WALL -' JOIST PARALLEL TO WALL,W/SLOCKIN& -I JOIST PERPENDICULAR TO WALL Revisions: UL — 7 2023 LUDMSouthold Town R ER Board of Trustees ENGINEERED FLOUR CENiERS--____� Simpson Strong-Tie Slnpson Strong-Tie TB USE 10 - 8d NAILS TO INSTALL 8'-0' D.C. MAXIMUM USE (2) lOd XI 1/2' FASTNERS PER END ��nn �.Y z � �18, r < w a OM IN 0 co Simpson Strong-Tie 0 O Z CS16 �( a USE 8d NAILS 0 LU Use every other nail hole In11n�nn O Simpson Strong-Tie Tie in a row to provide the V ® g P g- code-required nininun x HUS DR LUS OR MIT center-to-center USE 16D NAILS IN EACH HOLEspacing For nails Slnpson Strong-Tie L1 HUS G'1 USE 16tl NAILS IN EACH HOLE ,1, R9 n z Q Q OUBLE TOP PLATE ;n ® V'w zz JTRANSFER NDWALL DOUBLE HEADER W z W CORNER STUD FULL HEIGHT (A p & HOLDDOWCONNECTED TO STUD ACK STU SHEAR 2-CS20 (L 0 O16d COMMON V" 1!ILS 6" o.C. WINDOW SILL PLATE OL10:k:),) �~J .o 5@� BOTTOM PLATE a Figure 3.8b Corner Stud Holddown detail - 4 sutds Figure 3.9a Studs and headers around wall openings. Simpson Strong-Tie w Header to Jnck Stud Connection H � zN HDU-8SDS2. `<0 1 N INSTALL VASHER N 1p SSC HERE,TYPICAL ? w � t STUDS sno -Id < a�W ((_mol) 77006 a aaar ou<N jD�OfESS10NP�' FLOOR d (oma mol OO JOIST 1+asT Oa�IN HS I Aa7 om��x �°f9fN we ala mT>r THREADED INSTALL JOIST&RAFTER D - 2 n RWASHERS NOTCHING&BORING UMTS STUD L HDU-B-BSDS2S NOTCHING&BORING UMTS krs Simpson Strong-Tie xs FLOOR TO FLOOR CONNECTIONS Simpson Strong-Tie Top Plate to Stud Albert J.Krupski,President ��SUUIyo Town Hall James King,Vice-President ,`O 53095 Route 25 Artie Foster P.O.Box 1179 Ken Poliwoda N Southold,New York 11971-0959 Peggy A. DickersonTelephone(632)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit#6113 Date: April 20, 2005 SCTM#83-1-11,12 Name of Applicant/Agent: Cramer Consulting Group Name of Permittee: Nicholas Aliano Address of Permittee: 970 Route 25A, Miller Place, NY 11764 Property Located: 3705 Duck Pond Rd, end of east side of Glen Court, Cutchogue DESCRIPTION OF ACTIVITY: Permit to construct a single family dwelling and retaining walls with the condition of drywells to contain runoff and plantings seaward of the retaining walls after construction and all as depicted on the plans surveyed by Peconic Surveyors and last dated Aug. 31, 2005. Permit to construct and complete project will expire two years from the date the permit is signed. SPECIAL CONDITIONS: (apply if marked) Bluff restoration through a re-vegetation plan is a necessary special condition of this permit. _A relocation agreement is attached hereto and is a necessary special condition of this permit. A maintenance agreerfienf is attached with application and is a necessary special condition of this permit. Albert J. Krupski, Jr. President, Board of Trustees AJK/hkc Albert J.Krupski,President �� C'0 Town Hall James King,Vice-PresidentIe� Gy 53095 Route 25 Artie Foster d �'� P.O.Box 1179 Ken Poliwoda y, Z Southold New York 11971-0959 Peggy A. Dickerson Telephone(631) 765-1892 .( `j► Fax(631)765-�86e'6631 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: lC ho Please be advised that your application dated -3f t qA I has been reviewed by this Board at the regular meeting of and the following action was taken: C---- ) Application Approved (see below) {_) Application Denied (see below) Application Tabled (see below) If your application is approved as noted above, a permit fee is now due. Make check or money order payable to the Southold Town Trustees. The fee is computed below according to the schedule of rates as set forth in the instruction sheet. The following fee must be paid within 90 days or re-application fees will be necessary. COMPUTATION OF PERMIT FEES: 06 Iz �- � L-f-��a Lao io/oftcv (xv. 0'q ('.lax ru r L(kit u TOTAL FEES DUE: $ �3no ,00 e SIGNED: PRESIDENT, BOARD OF TRUSTEES t++tE:1 ... .. `e4 E: ) i" ° P:EN It t MENTAL: N NVATION �►.�NY t�+°Stczh}!�4�!astk,�;��Ir�l�n.€t,��l,att�ny�►a�k;:NY 1i7�9 • P (6..44 09 LETTER.OF NO JURISDICTION TIDAL WETLANDS ACT May 5, 2022 Dru.Associates r__ _._ 40 Hitching.ftst:,tn: Ffl Glen Cove;..NY 11 X42 �- -� Re: Applicatior :#�`i-4738-03391/(10002 JUL - 7 2023 j I Aliano::Property, 3. Duck Pond Rd,Cutchogue, NY j SCTIVi:-#`11,660,—83-1 - 'l. & 12 Dear Ron.Abrams; - Based:on the ldormation you submitted the Department of Environmental Conservation.has. determined that fhe..partlon of-the referenced property located'landward of the topographic crest of bluff in excess,of 1 O feet above:sea,level in:elevation, labeled"top:.of.bluf'.on.the survey prepared by Hourrard 1/V.Young,.dated.June 20; 2020,.is Beyond the::jurisdiction of Article 25 (TidalWetlands&Q'. Therefore, rrr accordance with the°current Tidal W6tland,s Land Use Regulations (6.hlYCRR Park 66!).*.no per m.it to conduct regulated.activlties landward of that:contaur. , Be.advised,no.construdtiorr,, sedimentation; .or disturbance of any kind may take place seaward_ of the'tidal wetlands:jurisdictional:bouhdar..y;.as lndlcated above,without a permit..It is your responsibility to ensure:thaf all precautions'arelakoh to pr..event any sedimentation or disturbance within Article,2v jurisdiction which may result from'your project.Such precautions may Include maima.inirig:adequa#evcrl£,area,;between the•jurisdictional.boundary:and your° project(Lel.a TV wide construction area)-or erecting a temporaryfence,.barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this:letter does.not.relieve you'of the,responsibility of obtaining any necessary permits.or approyala from other agen-cies or local municipalities. Sincerely; Sherri Alcher Deputy Regional Permit Administr..ator ca: NicholasAllano BMHP File �A/ t � III f taP �v S ; p "t� ti/!� slt 1 ea f ii �C H 1"�sb * ' ^ 'C t:� k .i ' i ��'Y'..Y•ii t All fitS 'lee irz1-.t 4 'qt/ ,;:;''` � y5�'` � � ♦ i. _Y ,( � t ..�"J< � lis ,�� Ir �. Y f�.�!+. C lt'lf l 5• !Y. � f• y. � "lr1Lj �� ell � ♦'��~,.K �'�� •'�+��•�°o� .-n�' Y, "d it ,- ` IV �x /- t f- t a - � f ♦ir � {. t . �.� ! his ?gam / irr- ' �a3-r %,y YON YA { - �/ — •� �/� _. '`.I - .� '\ 5. '." Y � �t_�f ;`` f J?Y �Y �f/pe 3h ,e�s: '�� `' �` f• \, .r , p�`b � _ w •' } � ` ,�, ;(T�,, �r�F `� •ate . �" "` t° '� a`* �U,c y�... r.: 'y: 1ST t �i��• f�`z�• � � t:l��'7 j � '� 'i t� .. F ! 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Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 11, 2023 Re: LWRP Coastal Consistency Review for NICHOLAS ALIANO SCTM# 1000-83-1-12 The Southold Zoning Board of Appeals (ZBA) granted approval (7770) for the actions with several mitigation measures (See decision). In the decision, the Board found the action Consistent with the LWRP. It is recommended that your Board consider the ZBA consistency determination. Charles R. Cuddy, Esq. on behalf of NICHOLAS ALIANO requests a Wetland Permit to construct a proposed two-story, single-family dwelling with a 905sq.ft. footprint (a total of 1,810sq.ft. combined floors); construct an 8'x11.5' covered entry patio on south side of dwelling; construct ±3' x ±8' and ±4' x ±11'second story balconies; install an I/A OWTS system; install gutters to leaders to drywells to contain roof runoff; and install a stone blend driveway. Located: 3705 Duck Pond Road, Cutchogue. SCTM# 1000-83-1-12 Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date April 26, 2023 Re: LWRP Coastal Consistency Review for ZBA File Ref NICHOLAS ALIANO#7770 SCTM 1000-68-3-1. NICHOLAS ALIANO #7770 - Request for Variances from Article XXII, Section 280-116A(1); Article XXIII, Section 280-124; and Building Inspector's January 17, 2023 Notice of Disapproval based on an application for a permit to construct a new single family dwelling at; 1) located less than the minimum code required 100 feet from the top of the bluff; 2) located less than the code required minimum front yard setback of 40 feet; located at 3705 Duck Pond Road, (Adj.to Long Island Sound)Cutchogue,NY. SCTM No. 1000-83-1-12. The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposal is recommended as INCONSISTENT with the below LWRP policies. 4.1 Minimize losses of human life and structures from flooding and erosion hazards, The parcel contains a large area of slopes 2.0 Dercent and greater(see following figure). The proposed residential structure will be constructed upon such slopes. Chapter 236 adopted after 2006,prohibits the development of slopes greater than20 perce t evert with a stormwater management control plan. The proposed construction of a single-family residence does not meet the criteria below for development or disturbance of slopes. §236-18. Performance standards for approval of stormwater management control plan. K No land having a slope e ual to or gneater than 20%shall be developed or disturbed except or conservation measures or measures intended to remove debris which inhibits the finleflonh of natural or engineered drains e and erosion control measures e. ce rt accesswa s to shorelines permitted by Chapter 275. Natural vegetation and Iopq&qphv shall be retained to stabilize soils and reduce the volume a st rrmwater carer ow. AIIII Xp � I � r Nu illll��ip� it Figure 1 Subject parcel showing 20 percent slopes or greater as filled polygons. The proposed 59.5 foot setback from the top of bluff is contrary to the purpose of the 100 foot requirement to protect the natural feature and avoid loss of structure and life during high erosive events caused by storm surge from storms including hurricanes. The bluff exhibits erosion now and is unstable. � F �I � : h Y r✓ i �,l�iov,�i ✓ rr„ anti'�u+», !!! � �. Figure 2. Erosion of bluff. Duck Pond Road is a private road end that leads to a beach. Any future hardening of the toe of the bluff slope will affect the long term viability of the beach by eliminating a sand source. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance, Town Attorney �q �F014 John G.Stein,Chairperson t = Town Hall,53095 Main Rd. Lauren Standish, Secretary P.O.Box 1179 + Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., August 9, 2023, the following recommendation was made: Moved by Maggie Merrill, seconded by John Chandler, it was RESOLVED to NOT SUPPORT the application of NICHOLAS ALIANO to construct a single-family dwelling and compliance with conditions set forth in the Zoning Board of Appeals approval. Located: 3705 Duck Pond Rd. and Glen Court, Cutchogue. SCTM#83-1-12 Inspected by: Carol Brown, Maggie Merrill Despite the decision of the Zoning Board of Appeals, the CAC does Not Support the application due to the instability of the area, and the proposed project is not in compliance with Ch. 275 and the LWRP. Vote of Council: Ayes: All Motion Carried v Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Monday,July 31, 2023 3:58 PM To: 'charlescuddy@optonline.net' Subject: Nicholas Aliano; SCTM# 1000-83-1-12 Mr. Cuddy, The office of the Board of Trustees is reviewing your application for the above referenced property. As the proposed cement retaining wall along the southerly property line will require a Trustee permit, please provide me via email the dimensions of the approximate length and height of said wall as soon as possible. Thank you. 56"dett e6ew 2 Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov i Cy"ARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net July 18, 2023 M n ECE � �1 � Board of Town Trustees Town of Southold PO Box 1179 JUL 19 20 Southold,NY 11971 Attn: Diane DiSalvo Southold Town Board of Trustees Re: Nicholas Aliano-3705 Duck Pond Rd. Cutchogue, NY SCTM#1000-83-01-11 & 12 Dear Ms. DiSalvo: Thank you for your memo.We have provided more details on the"General Data"page.Please note that we are not applying for a bulkhead permit at this time. This project is not within the Coastal Erosion Hazard area as indicated on the attached survey. Please note that application to the health department was made for installation of a new UA OWTS septic system by Thomas Wolpert, P.E. and its location is shown on the attached survey. Very truly yours, Charles R. Cuddy CRC:ik Enclosures . Board of Trustees Application EDGENERAL DATA E — -V-�--� Land Area(in square feet). _36,414 sf :J_ Area Zoning: R-40 L=L�_' _ !_ 1G G GLVI! Previous use of property; vacant land Board of Trustees Intended use of property: —residential-single family dwelling Covenants and Restrictions on property? Yes _2_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes =No If"Yes", please provide copy of decision. copy attached Wn his projectany demolition as per Town Code or as determined by the Building Dept.? re Yes X No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No N/A Prior permits/approvals for site improvements: Agency Date Town Trustees April 20, 2005 (#6113) NYSDEC May 5, 2022 Zoning Board of Appeals May 18, 2023 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?fl No ❑X Yes If yes, provide explanation: Building Permit erroneously issued in 2005 -Withou bluff setback; approval was revoked Project Description(use attachments if necessary): construction of single family dwelling and compliance with conditions set forth in the Zoning Board of Appeals approval; the dwelling is two-stories, each 905 sf for a total of 1 ,810 sf, there is a proposed covered patio 8x11 .5 sf on the south side of dwelling and two small bedroom balconies as shown on the plan submitted Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Single family residnece to be constructed within 100 ft. of the top of bluff _ JUL 1 9 2023 Southold Town Zero Board of Trustees Area of wetlands on lot: square feet Percent coverage of lot: Zero Closest distance between nearest existing structure and upland edge of wetlands: 130.4 feet Closest distance between nearest proposed structure and upland edge of wetlands: 155`9 feet Does the project involve excavation or filling? ❑� No Yes If yes, how much material will be excavated? NIA cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: less than 20% Manner in which material will be removed or deposited: N/A Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): Residence is 59.5 ft. from the top of bluff. The ultimate plan is to construct a bulkhead to prevent erosion. BOARD MEMBERS Southold Town Hall SOUS' 53095 Main Road• P.O. Box 1179 Leslie Kanes Weisman, Chairperson ; ® Patricia Acampora Southold,NY 11971-0959 cid ' , ;5 Office Location: Eric Dantes Robert Lehnert, Jr. ;; Town Annex/First Floor 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 IVSD http://southoldtownny.gov + ZONING BOARD OF APPEALS •,� L P(i� TOWN OF SOUTHOLD Tel. (631) 765-1809 404hoFINDINGS DELIBERATIONS AND DETERMINATION ®�� MEETING OF MAY 18, 2023 ZBA FILE: 47770 NAME OF APPLICANT: Nicholas Aliano PROPERTY LOCATION: 3705 Duck Pond Road, (Adj. to Long Island Sound)Cutchogue,NY SCTM: 1000-83-1-12 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated February 28, 2023, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 26, 2023. Based upon the information provided on the"LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The parcel contains a large area of slopes 20 percent and greater. The proposed residential structure will be constructed upon such slopes. Chapter 236 adopted after 2006, prohibits the development of slopes greater than 20 percent even with a stormwater management control plan. The proposed construction of a single-family residence does not meet the criteria below for development or disturbance of slopes. §236-18. Performance standards for approval of stormwater management control plan. V. No land having a slope equal to or greater than 20% shall be developed or disturbed except for conservation measures or measures to remove debris which inhibits the function of natural or engineered drainage and erosion control measures except accessway to shorelines permitted by Chapter 275. Natural vegetation and topography shall be retained to stabilize soils and reduce the volume of stormwater overflow. The proposed 59.5-foot setback from the top of the bluff is contrary to the purpose of the 100-foot requirement to protect the natural feature and avoid loss of stricture and life during high erosive events caused by storm surge from storms including hurricanes. P'age�2, May 18,2023 #7770, Aliano SCTM No. 1000-83-1-12 The bluff exhibits erosion now and is unstable. Duck Point Road is a private road end that leads to a beach. Any further hardening of the toe of the bluff slope will affect the long-term viability of the beach by eliminating a sand source. However, with the conditions imposed herein, ,the Board finds the proposed action to be CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject, 36,414 square feet, .85-acre, irregular-shaped waterfront parcel located in the R40 Zoning District measures 45.00 feet at Glen Court then continues northwest 183.07 feet to the Long Island Sound, then runs east 84.39 feet, 58.64 feet, 57.43 feet, and 15.47 feet along the high watermark at the Long Island Sound then returns along Duck Pond Road 198.91 feet and then runs west 90.00 feet and southwest 80.34 feet back to the roadway. Proposed on the subject parcel is a 2-story wood-frame house consisting of 974 square feet with an attached covered front entry patio,an Innovative Advanced(I/A)sanitary system landward of the proposed house, a proposed driveway accessed from Glen Court and the existing remains of a foundation as shown on the survey prepared by Howard W. Young, Licensed Land Surveyor and dated January 23,2023. BASIS OF APPLICATION: Request for Variances from Article XXII, Section 280-116A(1);Article XXIII,Section 280-124; and Building Inspector's January 17, 2023 Notice of Disapproval based on an application for a permit to construct a new single family dwelling at; 1) located less than the minimum code required 100 feet from the top of the bluff; 2) located less than the code required minimum front yard setback of 40 feet; located at 3705 Duck Pond Road, (Adj. to Long Island Sound)Cutchogue,NY. SCTM No. 1000-83-1-12. RELIEF REQUESTED: The applicant requests variances to construct a new single-family residence with a bluff setback of 59.5 feet where the code requires a minimum bluff setback of 100 feet and a front yard setback of 26 feet where the code requires a minimum front yard setback of 40 feet. Proposed improvements at the site include a residence consisting of a 905 square foot footprint with the addition of a 69 square foot covered front entry patio, a second story of 905 square foot with two balconies, 44 square foot and 24 square feet for a total of 975 sq. ft. Additionally,the applicant proposes to install, landward of the proposed residence,a Suffolk County Board of Health approved Innovative Advanced (I/A) sanitary system, drywells, various retaining walls and armament of the bluff toe. ADDITIONAL INFORMATION: Under ZBA file #5846 dated August 31, 2006, filed September 1, 2006, the applicant was denied relief to construct a larger residence with attached garage on this parcel(not including the lands labeled"Park and Playground")with a proposed bluff setback of 40 feet and front yard setback of 40.8 feet The subject parcel contains two road frontages: Glen Court and Duck Pond Road. Under this application the applicant seeks to build a small residence with a footprint of 975 square feet with access only from Glen Court. Furthermore, the applicant is the owner of the adjacent parcel, Suffolk County Tax Map 1000-83-1-11 which is combined with the subject parcel, as illustrated on the survey submitted with the application. The original 1968 subdivision map of`Vista Bluff illustrates the subject parcel as Lot #5 and the adjacent, smaller parcel as Park- Playground. The smaller, park and playground, parcel was sold to the applicant by Suffolk County in a tax-lien sale dated June 24, 1996. The applicant provided floor plans labeled SK1.0 and SK1.1 and unlabeled color elevations prepared by Louis Schwartz, Licensed Professional Engineer and dated September 2�5, 2022. Countering the LWRP findings, the applicant at length offered professional testimony illustrating that the parcel is buildable, that the slope, while potentially a 20 percent grade, has been developed at adjacent parcels and that a favorable Construction Assessment exists for the subject property. The engineer offering testimony indicated that the bluff setback, as established within the `peer line' of other developed properties to the west of the subject, has Page 3,May 18,2023 97770,Aliano SCTM No. 1000-83-1-12 shown stability as a result of the armament of the toe of the bluff, unlike the subject which has experienced erosion as a result of non-development. Written evidence was provided as part of the testimony, prepared by Young Associates,and dated May 1,2023. Furthermore,the applicant provided an Affidavit signed by Thomas C. Wolpert, P.E. of Young Associates establishing his credibility in making these determinations, along with an environmental engineer who offered verbal testimony regarding additional environmental concerns. The applicant provided the following Zoning Board of Appeals decisions in support of their application: #7731 dated February 16, 2023granting the construction of a new residence at 76.5 feet from the top of the bluff where 100 feet is required. #7587 dated January 20, 2022 granting the construction of a residence at 10.9 feet from the top of the bluff where 100 feet is required and granting a side yard setback of 10.1 feet where a minimum of 15 feet is required. 46865 dated August 6,2015 granting the construction of a new house at 50 feet from the top of the bluff where 100 feet is required and granting a front yard setback of 25 feet where a minimum of 40 feet is required. This property is located to west of the subject parcel, at 445 Glen Court. #6294 dated March 16, 2010 granting alternative relief for an application seeking a similar bluff and front yard setback. Also provided by the applicant,for other homes built within the"Vista Bluffs"subdivision, for waterfront properties are the following Certificate of Occupancy: #Z-8090 dated December 23, 1977 permitting building at 65 feet from the top of the bluff, 795 Glen Ct #Z9675 dated September 14, 1979 permitting building at 50 feet from the top of the bluff, 645 Glen Ct On May 4, 2023, during the public hearing, the applicant's agent informed the Board that a New York State Department of Environmental Conservation Letter of No Jurisdiction—Tidal Wetlands Act. Dated May 5,2022 had been received The Board requested a copy of this letter which was received on May 9, 2023 A neighbor submitted a written letter objecting to the requested relief prior to the public hearing. No other member of the public or immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 4,2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b M. Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The"Vista Bluffs"neighborhood, and adjacent"Birch Hills" community,consists of upland and waterfront homes of varying sizes developed in the 1970's,most of which do not maintain current code compliant setbacks relative to front,rear or side yards,nor to the prescribed bluff setback. All but two lots are developed (including the subject). The addition of a new, smaller house with a footprint of approximately 975 square feet will be in keeping with the neighborhood and the intention of the original 1968 subdivision. The proposed bluff setback minors existing area waterfront homes as defined by the `peer line' and also is conforming to the neighborhoods front yard setback where several homes do not meet the minimum code requirement. Residents using the roadway and those viewing the property from the beach or Long Island Sound will not be able to decipher the relief requested. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue,other than an area variance. As a result of the initial subdivision lot lines and the natural terrain/existing bluff,the subject lot is severely encumbered. Any development will require some form of variance relief. Page,4, May 18,2023 #7770, Aliano SCTM No. 1000-83-1-12 3. Town Law X267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 40.5% relief from the code relative to the reduced bluff setback and 35% relief from the code relative to a reduced front yard setback. However, the applicant has illustrated that neighboring homes in the immediate area have been developed with similar relief granted, without adverse impact, nor change of community character. Multiple homes on Glen Court exhibit reduced front yard setback of varying degree along with reduced bluff setback equal or greater than the relief sought. 4. Town Law 4267-b(3)(b)(4). Evidence has been submitted to suggest that a variance in this residential community will have a potential adverse impact on the physical or environmental conditions in the neighborhood,However,with the conditions imposed herein, f this Board finds that sufficient mitigation exists to limit adverse impacts. Additionally, the applicant must comply with Chapter 236 of the Town's Storm Water Management Code and will install a Suffolk County Board of Health approved I/A sanitary system. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new construction,two-story,single-family residence with a footprint of 975 square feet with a front yard setback of 26 feet and a bluff setback of 59.5 feet while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried, to GRANT the variances as applied for, and shown on the survey prepared by Howard W. Young, Licensed Land Surveyor and dated January 23, 2023 and the floor plans labeled SK1.0 and SKI.1 and unlabeled color elevations prepared by Louis Schwartz, Licensed Professional Engineer, and dated September 25, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Town of Southold Board of Trustees review and issuance of a Wetlands Permit for the proposed action. 2. The applicant is to apply for and receive a Suffolk County Board of Health permit for the installation of an Innovative Advanced(I/A)sanitary system to service a three(3)bedroom single-family residence. 3. Evidence to the Board of Appeals satisfaction shall be submitted prior to the issuance of a Town of Southold Building permit illustrating the merger of SCTM lots: 1000-83-1-12 & 11. 4. The existing foundation installed in 2006 shall not be disturbed nor demolished in any way. The purpose of this condition is to limit soil disturbance. 5. The storage and use of heavy machinery shall be setback a minimum of 25 feet from the top of the bluff. 6. The use of equipment which emits low frequency vibrations(such as blasting or large pile drivers) is prohibited. 7. The applicant is to establish a 15 feet wide non-disturbance area landward of the top of the bluff and may not cut down,trim/leg up or disturb any trees, shrubbery, existing planting at any time. Site plan/survey illustrating this condition is to be submitted to the Board's satisfaction prior to the issuance of a building permit. 8. The applicant shall install a 30-foot wide(extending to 45 feet from the top of the bluff) non-turf buffer landward of the non-disturbance area discussed in condition 96, which is to be planted,vegetated and continuously maintained with drought tolerant native plantings. Site plan/survey illustrating this condition is to be submitted to the Board's satisfaction prior to the issuance of a building permit. Page 5, May 18,2023 #7770,Aliano SCTM No. 1000-83-1-12 9. The applicant is to establish a non-disturbance area from the 50 feet elevation line to Duck Pond Road(east side of proposed dwelling) and may not cut down,trim/leg up or disturb any trees, shrubbery, existing planting at any time. Site plan/survey illustrating this condition is to be submitted to the Board's satisfaction prior to the issuance of a building permit. 10. The applicant is to install bulkheading or similar armament of the toe of the bluff under Southold Town Board of Trustees approval. 11. The applicant is to install retaining walls along the lot line at the edge of the `gully' along Duck Pond Road. Site plan/survey illustrating this condition is to be submitted to the Board's satisfaction prior to the issuance of a building permit. 12. The subject attic shall remain unconditioned non-habitable space accessed only by a pull-down type of stair. 13. The applicant/property owner is not permitted to enclose or cover over, in any way,the two second floor balconies nor is the front covered patio to be enclosed,heated or conditioned in any way,at any time. 14. At no time shall the applicant/property owner use Duck Pond Road to access the subject property by any means nor is the applicant/property owner permitted to establish parking along the lot line at Duck Pond Road. This approval shall not be deemed effective until the required conditions have been met:At the discretion of the Board ofAppeals, failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 880-146(1 ) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S Page 6,May 18,2023 #7770,Aliano SCTM No. 1000-83-1-12 RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Lehnert,and Planamento(4-0)(Member Dantes Recused). Leslie Kanes Weisman, Chairperson Approved for filing / /2023 i DiSalvo, Diane From: DiSalvo, Diane Sent: Friday,July 7, 2023 9:19 AM To: 'CharlesCuddy@Optonline.Net' Subject: Aliano - 3705 Duck Pond Road Attachments: 20230707091052.pdf Attached please find portion of wetland application which was dropped off at our office this morning. General Data: We require a much more detailed project description, i.e.,square footage of house to be built, along with any balconies,decks, patios, proposed septic system- (all proposed and/or existing structures being applied for). Are you also applying for a bulkhead at this time?- If so, please include details about the proposed bulkhead in your project description. The updated project description can be sent to us as a separate document via Email. If any part of your project is within the Coastal Erosion Hazard Area we will need to see this line shown on your survey. Also,the fee for a Coastal Erosion Permit is an additional$1,250.00. Wetland/Trustee lands Applications Date: This page was not filled out. DbRm D Sa1,vo D f face Ass�stavt 4 Sou.thoLd Toww Trustees Mao PC*d t0 5i' 0 P.D. -Fw'227 4(, 056' Southold, NY 129j 2 15 8� �1�� (032) ��sgy� Al "�u4+I u� fRo s CUDDY( Urcc-5 imp ICs EK4-11— W O PPRM Pko1" DK5 kLSO nlor Dais 8uu��u� t F SS Town Hall Annex Glenn Goldsmith,President �0 U� .� A.Nicholas Krupski,Vice President A0� pl0 54375 Route 25 P.O.Box 1179 Eric SepenoskiAWT Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples _ ,mac a" ya Fax(631) 765-6641 AAUNT`{t `� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application n:i u -�_Wetland Permit Application y~Administrative Permit023Amendment/Transfer/Extension 2eceived Application: 77.23Received Fee: $ 12Q. -- �Completed Application: �� Qh11_Incomplete: st�es SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ __Coordination:(date sent): K LWRP Consistency Ass ssment Form Sent: k CAC Referral Sent: °7 _ X Date of Inspection: •Z Receipt of CAC Report: — _ Technical Review: Public Hearing Held: �e•T.3 Resolution: Owner(s) Legal Name of Property (as shown on Deed): Nicholas Aliano Mailing Address: 970 Rte. 25A, Miller Place NY 11764 Phone Number: 631-680-3052 Suffolk County Tax Map Number: 1000 - 83-01-1 1 & 12 Property Location: 3705 Duck Pond Road and Glen Court, Cutchogue, NY 11935 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Charles R. Cuddy Mailing Address: 445 Griffing Ave. Riverhead, NY 11901 Phone Number: 631-369-8200 Email: charlescuddy@optonline.net Board of Trustees Application GENERAL DATA Land Area(in square feet): _ 36,414 sf Area Zoning: R-40 Previous use of property: vacant land Intended use of property: residential -single family dwelling Covenants and Restrictions on property? Yes __D_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes ]allo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes =No If"Yes", please provide copy of decision. his project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No N/A Prior permits/approvals for site improvements: Agency Date Town Trustees April 20, 2005 (#6113) NYS DEC May 5 , 2022 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?1a No IN Yes If yes, provide explanation: Building Permit erroneously issued in 2005 without bluff setback; approval was revoked Project Description(use attachments if necessary): construction of single family dwelling and compliance with conditions set forth in the Zoning Board of Appeals approval Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Area of wetlands on lot: square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? ❑ No --1—Yes If yes, how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: _ Manner in which material will be removed or deposited: Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): D da d: of:,°Trustees: A�sp.!ication'. EROSION A:P'P'LICATIO,IYDATA::.: : :;; :::.:..: Pur* pa5es of prflposed.aetivity construction of single:family dwelling on a vacant lot and,;compliance;ywith,conditions;set;forth.in the:Zonin Boardpf;Appeals;app rova.l val . determination of May 18.:2023. . Are Wetlandsrenfw : ithin 100 feet of the:: ro activi :.— No Yes:. Pse . :::.. . .: Posed., P ' Does the project involve excavation or:fiuing` ✓ . No:_: :: Yes .....:... . of files,how:rh material wilLlie excavated? None {cubic:yards) _.. :How much niaterial will be filled?Nane: .:. {64 k*ards ;... lt�lann1&f.:m:which:material will lie xex oved or.cle osited N/A __ :..... ... . Describe<tleratire.aiid extent of tlxe envroiitental irnpacts;tcs:;tlie'sub'ect ro erty or;.. . . .. ne�ghboririg p op xties.reasonalily anticipfitetl resulting frau .iinpleineritation;of the project.as. r© osed incliiduz e roszon .ncrease or adverse e#fects ox natural pratective:features, (Use l?.. 1�.. . ..s � ........... Frgjeet will;h0lude.a bulkhead which will decrease erosion impact ................ 4 Glenn Goldsmith, President � )UTown Hall Annex�� A.Nicholas Krupski,Vice President �s0 �� 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly ers " Elizabeth Peeples c::; d Telephone(631) 765-1892 J, Fax(631) 765-6641 owl TO ekc, C0*fCU7LrV $y TR�L5.TW atViie'C BOARD OF TOWN TRUSTEES Arr-fu 2 VaST6U Rg&,maq TOWN OF SOUTHOLD 4 PRWIL717 ? o" •©111 M6R s(C�VAR6 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (we) Nicholas Aliano The owners of record of property at: 3705 Duck Pond Rd., Cutchoguein the town of Southold _, New York, SCTM#: 1000- 83-01-11 and 12 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: bUlkheading _ as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, propert r important natural resource features. Signature of owner of record S nature of owner of record ' iF.itESr#1s?,,7 Ngxb' !15ubfid,state of,Nee Nota Public No.02CU5872291 -'. Notary ',,&alified in Suffolk County. .Commission 4131res'Decembet.31,"6 This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. ::::::::::::::.:!:::::!::::::�:::::::::::::::::::::::::::.:::::::::::::�:::::::::;::::;:::::::::::.::::::::*::::q::::::::::,*;,::::::::::::::::::::::::::;::::::::::::::::::::.:::.:.:::::::::::*:; I :.:::::::::::::::::::::�:.:...::::::�:.,_ * .; . ::::::::::::::::::::::::::::::::::::::::::::::::::::::::*::,::::::::::::::::.:::::::::::�:;::�,,*,,,,,::::::::,:::::.::::.:.:::::::::::::::::::::::::::::::::::::;:::::,:::::::::,:::::::::..::::: ::::: !.*.:::.:::::::::::::,:.:::: ,::..:... :: ... : ::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:.::.::::::::::;::;::::::::-;::::::: :::::::.::..:;:.::::::::::::::::..::::...:::::::::::::::::::::::::::::::::::::::::::,:,:::': ,:::::::::::::::::-:::::::.::::::::::::::-::: .... 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': :::::::::::::.:: .::: :::' ::... :::::: ::. .::.::.p.::::::...:.::::..:::.::...::::::.:....::::.::.:::::: ....::....::.:....::::::..... :.::.: ' :.:::. .....................:...............................................:................::"::::::.:. :..................................... . ................. .... ................ .......... ............ :... .. . : ::;::..:::b_:Catsststent:cvlththe:adopted:et�mprehensiyeplan: ::'" '::' ::::""""::`::::: :'', "' ... ................. . . ::::' X .:..:.:.::.:.:.......................................:..... .... . :€: ::::: : ti: Is the'proposed'action consistent�With'tfie'prettorriinarif character of'tfie ex sting buitf or natural' . ' 1i�.(3::;:,. '[n '>, ...... : - <: €: ...................... ...... .................... . ....................... v:: ::::::::::::::::::::::::::::::::::::::::::::::::::.......::::::::::::::.::::'::::::::......:::::::::::::::::::::::::::.:::::.:::.::::'::':::::::.::.::.::.::::::::::::::::::::::::::' >:: ::::::: ::......:lartdsoa{se ::::.::::::::::::::::::::::::::::::::::..:........::.:::::::::::'::.:::::.:.:::.::::::::::::"::..... ...:................:.::......... . ................................. ::'::::::::.:::::::.......... ... .. ::::::::: ::::::::::::':::::::::::::.........................:.::::::::::::::::::::::::::::::::::::::':::::::::.:::::::::::::':::':::::::::::::.:::::::::::::::::::::::::::. ..... ...................... ... .... ...:.... .. .:....:.:....:::.:......:.:........... ................:...:... ::....:.:..:.. ... 7: a the•site of.tt�e.proposed;ac 1©rxaocated:�n;:or:does.?t:ad ism,a.statea ste l[rnxacai:'l nvir. mental Area?......: '..1V.(D :::-YES:: . . . . .. . .. .. ... .. . :::::: . 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Y p. ............ ..... ... .......................Y................................ ... P....P....................... ..::. X ................ ....... ... D �.:::::::::.::..::::::.: 9.... oes the ro osed•action nieet o:r;exceed the'sttc'i ner code`re tiireirients ._•___:;;SIO:::::..YES::: :::::::: p ..p..........:. ....:::::... .. ....... . Y c.:.. ...::::...... I::P!e ro osed action v il:.... ed:re uiietneitfs;. escr"rbe desi :features.ani3 teclsriolo les;: .:... ". «,,,: .. ... ............... f€ :.: P 'p:::':::..::......:....::..'......... ...........9................... :::..........._......................................... g!p ...... ..............:::::% .:.. .. ..::::::...... ......... ..... . m:-- . �� ........ ................:.. .. ... ... .. .:::.....::::: 4 ...... .. M u ... . :. ;:10:::W,1 thepropased'action'sonhecYtaa'nexisting..publpc/pr�vate;.water:suppty?':: ::..:......:':::: ::::::::.::::::::": ..-ID::.:. `YES ....:::::::::::::::::............... ........... ............. . . ::r.. ..:,:::::'::::::::. ..: ::::" :: :: If (Vo iieseril a rnethad for providing potable:water ....::: :::::....:::.... :.:. : : ...... :: ::::: .::::: .. n X .. . .... . ..................... . ..;�......:.:.�.., .4-�. . ..::..:::::.:::.;:.::' ..:..::............. ...::'::...... ........... .. .. ........:.:.:.:......:..:.. .... ::::' ' : 71;,.�?Jlli t e Proposed act�on:connect.to.existing waste water.utiht�es? ::: :::. - NO ' .YES:. : :':::: :: : ... ::::::: :-:::;:.....................: :::................ :::...:.. .::: ::::::::':.:::::::..:::::::::::::::::::::::" ....... ........... ............. .. ....... . ............... _ ... . If No::describe describe method for providing wastewater treatment;:..;.w_:< ;w::;::;;:.;::.....::.:::. � :::: P g : ::: :::..,,.... . .... '::.... :::<.>::':::.;::::...::::::.::.:'.�:: L."J,: . .. ...... ............... :: :::: ::: :::.::::.. �:::: .... :;:: .,. ;a. oes t e site contain a s[ructure that:•sacs#ed:on e'ether he"State ort`lah.oiW:RFiiegisterof:H1sfuric::: : ::: : N6._..3 ES;: .... .. .....::::::. ::::::::::.:. :::::::' ::::::::::':............... :: .::.:.::::::::::::::::::::::a. :: P aces?: : :::::::::::::::::::::::::::................ :':::..,,... ...... b.Is the ro oSetD act�ote located:in;an arcli'eoto ical sensitise area? " .:::.. P...A.:.::...............:::::.... ..................... ......... :::::::::::::::: :::::!: ..............:............ ......:.:: :..::::.... ....:...............:.:.:.:.....::::.::.:::.....:::::.::. ... .. 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Urban.:::.. :::::: Suburban .:::::::::: ::...::.;::.:.:::......:........................ ............... .........4............. ............... . ....... ... .. ... .......... . .... :::::...:.:::::::::::::::..':.:.::::::.:::.:::::::.::.:.. a :::.....:::::::::::.::.:::... :::.:...... :.. 4+4 ::: :. 'IS :Does the sate ofthe•proposed action contain any species of animal,or associated habitats;listed .]'d ;.: .YES. ... s{i. the State or Federal: ovemmerrt:as threatened ar::endan Bred? :: .::::::::. ........... ...........: .......... .. ... ... ....... .. ...........I........ ..... .......... .......... ... ... :::.::...,:._:.. . ::: I.6:Is't1�e:pro�ect site:located m thea.t)O yeae f3ooc#:pZaar*?::::..... ..........::::.................:::.::.....::.......::::::::::::...:::::.........:.:.1V ::'. X1E$: .... ...... ..........I........ .....:::::....::::.....::::::::..........................::::::....:::::::::::.:•::::::::::::::::.........::::::::'::: ............;:.::...............;..: ;::17;:Ui�i{I tlioproposed.fiction;createstorn,:waterdi�charge,;eFther;fiom;.olnt:or:rran= omtaources? '.::::::::::::....... :N:p:..: ; ' ::. . :.{f Yes, .... ......::... :::::: ......... . ....::..:: i l: .' :: ,.:.., ....... i6i7:.:.::::::::::::::::::::::::::::::: X .:... ..... a W I.stornt•water:::::: ar es flaw ta:ad acent:.ro ertles:. :.:: : ::::.::::::::: htQl i. :;E4S:::::::::::::::::: s: X :' ' g ::::s:::::::: :::::::...p..:.i?....::.::::.:.................................... ... ::::::::. '::::::::'::::::::::::::::::::::::::::::::::::::::::::::::::: :::......:::::::::::.:::::..::::::::..........................................,........................% ... ";" "::'b:W�ll storm fifer dis hilar s lie directed to established conveyance systems fif an drains)? :: If. s briefl... :::::::::::::::::::: ::::::::::::::::: ::::::::::::::::::::. .' 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Aposed action include construction or otheraCtivme5 tl at result:in"them oundhient:of`::: `:: :'.:N®.:. ':Y.E . ::. , ::: :. :':::.....:': :......... ............: :: .; :. ::::�v..ater.:ar:other.:ltclttlds;o: ;:retentioT� and;caste l �: :: ::......:: :. ...t:.1;... p moon;dam9. :::::::::' ::::;::':: . .................... :.Y.. .. .... ...................... ............ AAffA A l:f.yles e...''� :: .' ::.............:::......... . :::: :: xpla.h..purpose:arrd:stze.:: ................ '.....::::: .. . : .. . ..... .. ::... .... .... ::... .. ::: .... ..:........ ..... :::. ..... .... ..., ...:..:..:_. .... ... ... . ............ ::................. :::: ".:....: :: ::: 1 ktas the site ofttie proposed action or an adjoining property beenAthe location;gf,a!,:Aq!jy.e or closed .NC3::..:YfES ........................ '::sol:�d wastwww_e management faciIi ? .... IA:A ....................::':::::::::: . .:::::::.........::':::::.: . :::::::::::..:..:::: W. 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Page 3 of 4 Board of Trustees Application AFFIDAVIT Nicholas Aliano BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) 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. I FURTHER 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 THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS _DAY OF ,20 01 04"C',,C Notary Public CHARLES R..CUbbY-. Notary Pubfie, State of New York. No.02CU5872225 4ualified in Suffolk County Commission Expires December 31,x9 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Nicholas Aliano owners of the property identified as SCTM# 1000-83-01-11 an 1(� 2 _in the town of Southold ,New York, hereby authorizes Charles R. Cuddy to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. r Property Owner's Signature 'Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF (,Q.Un e-, , 20 Notary Public IWONA KODYM Notary Public, State of New York No. 01K06088386 Qualified in Suffolk County Commission Expires March 3, 20J- 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town ofSouthold's Code of Ethics prohibits conflicts of interest on the part of townofficers and,emplovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: /Ball Nicholas (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other',name the activity.) i Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interese'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO F_ If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _nA)the owner of greater than 5%of the shares of the corporate stock of the applicant _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this d of 20_____ Signature _ Form TS 1 r Print Na e APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE F.OkM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The num-0-se of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Cuddy Charles R. (Last name,first name,Middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO —F If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): flA)the owner of greater than 5%of the shares of the corporate stock of the applicant � (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this t of 20 Signature A- f17 _Jpiv r Print Name h � , Form TS 1 "Board of Trustees Applicat_ivn PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ��.,_Ge►'1� �� °�n^�' 8"3 � STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature 1 Sworn to before me this Day of , 20 Notary Public CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net August 16, 2023 Board of Town Trustees Town of Southold PO Box 1179 Southold,NY 11971 Attn: Elizabeth Cantrell Re: Nicholas Aliano-3705 Duck Pond Rd. Cutchogue,NY SCTM#1000-83-01-11 & 12 Dear Ms. Cantrell: In connection with hearing scheduled for this date before the Town Trustees we are enclosing the 'Affidavits of Posting and Mailing along with green/white receipts and the green signature cards. Please make it part of your records. Very truly yours, earl Charles R. Cuddy CRC:ik Enclosures Glenn Goldsmith,President �Qd`c,1)FFOL4 Town Hall Annex A.Nicholas Krupski,Vice President �� Gym 54375 Route 25 Eric Sepenoskio ` P.O.Box 1179 14 Ze Liz Gillooly p �} Southold,NY 11971 Elizabeth Peeples y�fj�l dap!tiY Telephone(631)765-1892 .d r� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of NICHOLAS ALIANO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, Charles R-. Cuddy , residing at/dba 445 Grifting Ave. Riverhead, NY 11901 being duly sworn, depose and say: That on the 7thday of August , 2023 , I personally posted the property known as 3705 Duck Pond Road, Cutchogue, NY 11935 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,August 16,2023. Dated: August 16, 2023 2j"4L 67 (signature) Sworn to before me this f(�4 day of 2003 IWONA KODYM Notary Public Notary Public, State of New York No. 01 K06088386 Qualified in Suffolk County Commission Expires March 3, 2011:7 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: Nicholas Aliano—SCTM#1000-83-1-11 & 12 NAME: ADDRESS: Jerry Kalas 185 Whistler Rd. Ors KalAs Manhasset, NY 11030 E & C Property Holding 158-11 Harry Van Arsdale Jr. Ave Flushing, NY 11365 Charles Ward 351 E 84th Street #13B Janine Taormina New York, NY 10028 STATE OF NEW YORK - COUNTY OF SUFFOLK Iwona Kod3tig , residing at Bergen Ave. Mattituck, NY 11952 , being duly sworn, deposes and says that on the 8th day of August , 20 23 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at Riverhead, NY ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature � � Sworn to before me this .�h Day of v 6 \:7: , 20a3 PATRICIA A.CLARK Notary Public,State of New Yolk , r2a-' -=—CNo.01CL571 1005 Notary Public Cualified in Suffolk County Commission Expires September no, @ QQk TM U.S. Postal Servicl U.S. Postal Service CERTIFIED MAILO" RECEIPT ru CERTIFIED © RECEIPT Domestic Mail Only M Domestic Mail Only E3ti 1'n iE Ou 2 Certified Mail Fee• :Plif.OZ) Certified mail Fee ru $ IF 91-11 ru l $ $3.5 ill $ $31. Extra Services&Fees(check box,add fee si$i!Aroqf Extra Services a(check box,add fee awj C" 17118, 0 Return Receipt(hardcopy) El Return Receipt(hardcopy) ru C= $ Ll CNstrinal 13 ❑Return Receipt(electronic) $ rU L3 Return Receipt(electronic) $ C r wostirn _3 ❑Certified Mail Restricted Delivery $ ujm ,eere If C3 0 Certified Mall Restricted Delivery $ E_-3 ❑Adult Signature Required SQIVI =Here; a. $ C3 0 Adult Signature Required $ 1—,,1 1 1 0 Aduft Signature Restricted Dellvery$ Adult Signature Restricted Delivery$ 'r3 Postage 0,6 d y 0 PostaItige �u $ SAI/261, $ Total Postage and Ve—$185 Total Pos /2 . 6 tage.and Fen .56 $ $ ru STO ru 11,1. ru Earles F. Ward & Janine Tao-r—ra-L'u-500" iru Jegj&__&,!qs Ors Kalas E3Street and ApL No.,or Pt3 Box tti ------------------------------------------------------- U_ ----------------- tc1vso-t!LPe?'5Fd------------------------------------- 3.51 E I. pity,Stat -----------a----------------------------- ;4 Uh�51a"Z'P*4 ----------------------'------------- ew -- ork, NY 10028 Manhasset, NY 11030 U.S. Postal Service"" CERTIFIED MAIL@ RECEIPT Domestic Mail Only vrl�n Inellaawsill 11,40-1irl—_ 11 _B Certified Mall Fee $4.35oll Iru $ kRid" cn r_q Extra Services&Fees(check box,add fee (ft.). !ru El Return Receipt(hardcopy) $ va 0 [1 Return Receipt(electronic) $ Lv.uu Postinar E:3 F1 Certified Mall Restricted Delivery $ I I 'Mere E]Adult Signature Required $ []Adult Signature Restricted Delivery$ C3 Postage $ 08/0 /20 .—t.1 Postage and — K\�>11�4� T rLI sent To III E & C Holding Attn: Accounting E3 yi�Wiqrf --------- ----- ---- ------- -------- Arsd ale Jr Ave Dept. -------------2�7,5--- 6 -7---------------------------------------- --------------------------- Cily'Rule'shing U 11365 PS Form 3800,APril 2015 PSN 7S30-02-OOQ-9047 See Reverse for Instructions 1 COMPLETE •N COMPLETE THIS SECTION• , j ■ Complete items 1,2,and 3. A. sign�t ryI e l n _r \9 b"4 � 4 Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• Received by(Printed Name) C. Date of Delivery i or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes E & .0 Property Holding If YES,enter delivery address below: ❑No I' 1 " Attn: Accounting Dept. F1 3 AUG 10 2023 158-11 Harry Van Arsdale Jr. A I Flushing, NY 11365 3.I ) Il Illlll illi II I VIII 1111 I II I I'll 1111 ll l II Ill Service Type ❑Priority Mail Expresso El { ❑Adult Signature ❑Registered Mailrm ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 6005 0069 6056 85 ❑Certified Mali Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. _Article Number(Transfer-from-senrir-A nhon .livery Restricted Delivery 11 Signature ConfirmationTm 7022 1670 0002 1266 41184 El Signature Deli rmation testricted Delivery Restricted very PS Form 3811;,,,1u20Q 5�F5N 7536.02'000-9053 Domestic Return Receipt COMPLETESENDEFt • .MPLETE,THIS'SECTION ON DELIVERY 1 ■ Complete items 1,2,and 3. A. Signatyre ■ Print your name and address on the reverse X13Agent 1 so that we can return the card to you: 441 0 Addressee 1 ■ Attach this card to the back of the mailpiece, B. Received by(P inted Name) C. Date of Delivery l or on the front if space,permits. i. Article Addressed to: D. Is delivery address different from item 1? ..^;Yes' i Jerry Kalas - If YES,enter delivery address below: ;{pfVo 1 Ors Kalas j 185 Whistler Rd. I 1 Manhasset, NY 11030 - 3. Service Type i yp = "-❑Priority Mail Express® 11I IIIlII Ilii II I I III i I[II II I II 1111 II III!Ill ❑Adult Signature :liv la Registered Mail R. ❑Adult Signature,Restricted Delivery,`-' El Registered Mail Restricted ❑Certified Mail®" q: Delivery ; 9590 9402 6005 0069 6056 78 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2.-Article Number(transfer from service label) O Collect on Delivery Restrlcfed Delivery.11 Signature Corrf rmatrQnTM", ❑Insured_Mail _"❑Signature Confirmation`# 7022 16 7 0 0 0 0 2 12 6 6 9 2 3 2 Restricted Delivery Restricted Delivery :'•'PS Form 3811'July'2015 PSN'7510-02-000-9053 Domestic Return Receipt NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held -by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: NICHOLAS ALIANO SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a proposed two-story, single-family dwelling with a 905sq-.ft. footprint (a total of 1,810sq.ft. combined floors); construct an 8'x11.5' covered entry patio on south side of dwelling; construct ±3' x ±8' and ±4' x ±11'second story balconies; install an I/A OWTS system; install gutters to leaders to drywells to contain roof runoff; and install a stone blend driveway. Located: 3705 Duck pond Road, Cutchogue. SCTM# 1000-83-1-12 TIME & DATE OF PUBLIC HEARING: Wednesday, August 16, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 'Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor'action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its sianificant beneficial and adverse effects upon the coastal.area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in details listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 83 01 _ 11 & 12 PROJECT NAME Nicholas Aliano The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Construction of single-family dwelling on the filed map lot . . Location of action: 3705 Duck Pond Rd., Cutchogue, NY Site acreage: one (1) acre vacant lot Present land use: Present zoning classification: R-40 2. If an application for the proposed action has been filed with the 'Town of Southold agency, the following information shall be provided: (a) Name of applicant: Nicholas Aliano (b) Mailing address: 970 Rte. 25A, Miller Place, NY 11764 (c) Telephone number:Area Code( 631-680=3052 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No EZ If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes,efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LVVRP Section M—Policies;Page 2 for evaluation criteria. ❑Yes ❑ leo FXJ Not Applicable This is part uf ci�n approve subdivision with single farnfly homes and bulkheads —constructedon the other subdivided lo s; thIS development does not in ru a an andcultural lands and is cart of a develoced area alona this s�ctian of CO2R gin® Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNVRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes 0 No ® loot Applicable This is a single--family home on a filed reap lot i Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LVVRP Section M—Policies Pages 6 through 7 for evaluation criteria 0 Yes Q No © Not Applicable The use of this subdivided lot by constructing a single family home adjacent fr% e%fh.g=r Qin emote In Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LVRP Section Ila—Policies Pages 8 through 16 for evaluation criteria ® Yes © No 0 Not Applicable The development and bulkheading of this lot will prevent further erosion Attach additional sheets if necessary Policy §. Protect and improve water quality and supply in the Town of Southold. See LVVR8P Section M —Policies Pages 16 through 21 for evaluation criteria. © Yes 11 No ®Not Applicable sing ez ame y residence -at this site- will ave minima effe-ect on water quality and supply Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LVVP Section III—Policies; Pages 22 through 32 for evaluation criteria.. © Yes 0 No® Not Applicable Development of a single family home at the top of this lot together with a bulkhead wi not ave impact on coastal is and wildlife habitats and wetlands e Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LNVRP Section M — Policies Pages 32 through 34 for evaluation criteria. Q Yes © No[�j Not Applicable Construction of a single-family home will n®t have an adverse effect on air quality Attach additional sheets if necessary Policy S. h9nimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVMP Section III—Policies;Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No ® loot Applicable -Construction of a single-family hom6 at this is site will have virtually no a ect upon the sail or water-, solid waste will be transported to the ®lap®sal and Re ling Center inCtitchogue PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section M—Policies;Pages 38 through 46 for evaluation criteria. nn © YeD No® Not Applicable It will not interfere with or prevent use of public lands or,public resources Attach additional sheets if necessary WOREING COAST POLICIES Policy loo Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. 13 Yes El No 2 Not Applicable ,Construction of a single-family horse will not impact water-dependent eases Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconnnc Estuary and Town waters. See LVVMP Section M—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No El Not Applicable Construction of a single-family home is not related to sustaining living marine resources in Long Island Sound, the Peconic Estuary or Town Waters Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section In—Policies; Pees 62 through 65 for evaluation criteria. ❑Yes 1:1 No E Not Applicable This is not an agFicultural agriculturalsite Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section ISI—Policies; Pages 65 through 68 for evaluation criteria. ©Yes El No ® Not Applicable sing e- area y home has minimal impact on energy development or use and no impact on mineral resources Created on 512510511:20 AM CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailin¢Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net July 6, 2023 E C E i V E Board of Town Trustees JUL 7 2023 Town of Southold PO Box 1179 Southold,NY 11971 southc1l lowin Board of Trustees Attn: Elizabeth Cantrell Re: Nicholas Aliano-3705 Duck Pond Rd. Cutchogue,NY SCTM#1000-83-01-11 & 12 Dear Ms. Cantrell: We represent the owner of a lot at 3705 Duck Pond Rd., Cutchogue.The Zoning Board of Appeals, by its decision of May 18,2023,granted a bluff setback variance. On behalf of the owner,Nicholas Aliano,we are enclosing a Coastal Erosion application package: 1. Board of;Trustees Application 2. Short Environmental Assessment Form 3. LWRP Consistency Assessment Form 4.Application fee in the sum of$1,250.00 5. Zoning Board of Appeals determination 6.NYS DEC non jurisdiction letter 7. Town Trustees Permit#6113-prior approval dated: April 20, 2005 8. Survey 9. Photographs 10. Project plans Please advise when this matter will be placed on the Board's calendar. Thank you. Very truly yours, Charles R. Cuddy CRC:ik Enclosures