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TR-10897A
r Glenn Goldsmith,President �0�0 SUFF01A- COG Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y a P.O.Box 1179 Liz Gillooly ry Southold,NY 11971 Joseph Finora Telephone(631)765-1892 Fax(631)765-6641 mac' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE . PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed Project complete, compliance inspection Glenn Goldsmith, President ��®f S® iyO Town Hall Annex 54375 Route 25 Nicholas Krupski,Vice President ado �® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly @ Telephone(631) 765-1892 Joseph Finora a0 Fax(631) 765-6641 ®l�OW NT`1,N BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10897A Date of Receipt of Application: December 11, 2025 Applicant: Anna Ten Napel SCTM#: 1000-78-2-21 Project Location: 320 Glenn Road, Southold Date of ResolutionlIssuance: January 14, 2026 Date of Expiration: January 14, 2029 Reviewed by: Board of Trustees Project Description: Extend existing deck 3' x 6'; deck to be 398 sq.ft. after extension. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by MCH Design Services, received on December 11, 2025, and stamped approved on January 14, 2026. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. 4&- --J4 Glenn Goldsmith, President Board of Trustees i e SITE DATA PROPERTY: 21,557 SF UPLAND: 17,716 SF ESTIMATED AREA OF 7500 SF u GROUND DISTURBANCE: M C H EXISTING: AREA: LOT COVERAGE: Design Services HOUSE: 1,964.3 SF CANAL PORCH: 116.9 SF 3 sury DECK: 236.8 SF www.mchdesignservices.com �^ Su TOTAL: 2,318.0 SF 13.1 % phone: N 62045140"W C9 (631)298-2250 100.22' � DEMOLITION: AREA: LOT COVERAGE: email: — ALUV EXISTING DECK: -236.8 SF -1.3% michael@mchdesignservices.com — — — — — — — — —————— — — — — MHW _ _ _ _ _ _ _ — — PROPOSED: AREA: LOT COVERAGE: MH�(1 _ \ SOUTH PORCH 396.0 SF COMBINED TOTAL: 2,477.2 SF 14.0% r` N N EDGE OF PHRAGMITES �O cv METES AND BOUNDS: SURVEYOR: ISLAND WIDE ENGINERING 15'WIDE CF AND SURVEYING N BUFFERFF O,�.p DATE SURVEYED: a N y C441 FLOOD ZONE X ZONE: ELEVATIONS NAVD EF ENCE: W \ 15'WIDE SCTM: 1000-78-1-15 NON-TURFF \ BUFFER 00 / vN STORM WATER MANAGEMENT DETAILS Z 100%RUNOFF AT DRYWELL DRYWELL O LOCATION: SF AREA:2"RAIN PER HOUR PROVIDE: CAPACITY:co O NEW ROOF AREA: 480.0 SF 80.2 CF (1)8'dia.,2'deep 84.5 CF O 1). O, TT R-STANDARD S" Z Z Z NOTES: � Z `1� EXECUTION:___________ ___ SILT FEN NG A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED,2).PREPARATION: I A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. � ` I I TOP I I ;;IDRY B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FORvlOACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. `/DWISOIL I C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ONCRET i METALS WIN PROTECTIVE BACKING PA NT.ASHOU � / 3.INSTALLATION:A).PERFORM WORK IN ACCORDANCE RDS ECDAAD HANDBOOK AND THE DRAWINGS.I).GUTTER TO L PINNED TOWARDS LEADER I"HT O FOR EVERY AD'OF RUN. Z2j.SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 38.5 U I 3 I.5' 1 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINTOLWL I }....!PROPOSED \ CONNECTORS. a I 3).CONNECTDOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEALJI COvRED - I CONNECTION WATERTIGHT. EXISTING DECKPORCH S TO BE DEMOLISHED WELLS TO BE 10'MIN. a>.A PROTECT O 15.6' AWAY FROM HOUSEA).PROTEC INSTALLED PRODUCTS UNTR COMPLETION OFPROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETON.14.4' I! i i EXISTING.1 STORY HOUSE UI A 1 ZI BOARD OF ) I,USTEES 0 NI TOWN OF SOUTHOLD ..� 14.2' ' EXISTING PORCH I 15.8' DATE 3GkrnLkar I EX.CONC WALK tOf i i . . .SILT_• ", FENCING -- orf) _ 00 00 N o 1 N EXISTING M M DRIVEWAY N z ` DRAWN BY: MH CO NSTRAUNTION OF SEW y° 10/25/2025 S 66031'30" E 100.0' �� �� SCALE: SEE PLAN W GLENN ROAD A�'°FESS� NP� SHEET NO: PROPOSED SITE PLAN SCALE: 1" = 20'-0" I i i M C H Design Services r i d i a www.mchdesignservices.com nservices.com phone: - . I (631)298-2250 email: _ _ : cha @ chde services co� mi el m sign m , _ p I a ------- _ ! ! r P4 w .._.. _.__. _=' :�^ �e•a-'*dare zn.. .._ _,. I v W A O SOUTH ELEVATION O C—� �>4 SCALE: 1/4" = 1'-0" Z Z Z LLJZ w A Q; a a c O N � A x o � � t k � p s d.k P4t _ j fli ---= ---� - --- - 1_ . DRAWN BY: MH 1025 r . i �...,* f n 2025 I / / ..� _ SCALE: SEE PLAN EAST ELEVATION WEST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ` F�� New y �, �` DEF SHEET NO: o s n r, . W 2W AR��ESS F NPR i 34 , 24'-011 M C H 71-8„ 71-8„ 71-811 Design Services ' -'---------- - ---'- 1-----------------I- -_ -1- 1= ---------------1 1 ------------------- - _-----------------_ � _ --------------_= www.mchdesignservices.com (2)2X10 ACQ GIRDER ; ; (2)2X10 ACQ GIRDER ; ; (2)2X10 ACQ GIRDER phone: (631)298-2250 V o email: 6X6 ACQ POST OVER 12"CONC.PIER michael@mchdesignservices.com O 2'X2'Xi'FOOTING (ALT.BIGFOOT BF24) V T BELOW GRADE(TYP) < X lV r ;__ __i i_____ ' _'_________________I 1_______---. ---__' zz i (3)2X10 ACQ GIRDER i ���•III i (3)2X10 ACQ GIRDER i ���•III i (3)2X10 ACQ GIRDER o ► a 00 i a W i < LEDGER BOARD TO BE FASTENDED I X TO BUILDING WITH TIMBERLOK® `q SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING (2 SCREWS @ 32"O.C.) r ' Z OW A PROPOSED FOUNDATION PLAN O [--� 0 SCALE: 1/4 = 1 -0 ° Z z z C� ZZ 3 4 L1, �4 I-1 Vol O I A ox 0 N � --- z --------------- 4'wSTAIR 24'-0" - _ g_7'_811 71.811 -----7 611 POST ER GIRDER -------- 61 O M 0C!��OZiGqE 5-1/4X9-1/4 W ANIZE PARALLAM GIRDER_ W (ALT.: (4)2X12) 3_h RAILING o --- --------------------------------------- LLJ 25 DEMOLISH O EXISTING DECK O c0 X i Ill II II If.N II i 0 I II I If 11 v 1 I it I Ii�7_ II 1 u I It II III 11 EXISTING STAIR ' o " '�-- " TO BE REMOVED f 1 it T� u I N I II I II II i yl I ILL YI �p 6X6 ACQ POST PROPOSED COVERED PORCH WRAPPED(TYP) CATHEDRAL CEILING I - i i Ln f f Ce W f `" DRAWN BY: MH 00 f � u f N GIRDER TO CONTINUE 10/25/2025 N TO HOUSE.POST DOWN , 1 POST TO CONTINUE DOWN TO FOUNDATION ` SCALE: SEE PLAN it I DE EXISTING O� °� SHEET NO: w PROPOSED, FLOOR PLAN s�Atio SCALE: 1/4 = 1 -0 R°FESS NPR 1 I i 6"OH M C H- Design Services w ' 0 2X8 RR P16"OC ' www.mchdesignservices.com a phone: ' (631)298-2250 I 0 email: ' michael@mchdesignservices.com 12 �r X ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m II I 2X8 RR(a16"OC II I ' 1 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 14 I ' I ?k'o I I v I I I I I � A O I , O I I i ILLJA1 I a a t!� 00 PROPOSED ROOF PLAN c SCALE: 1/4" = 1'-0" O M [) H � Q. O EXISTING O SOLAR PANELS 2X10 VALLEY PLATE ROOF SHINGLES TO MATCH HOUSE rT'1 OVER 30#FELT AND 1/2 SHEATH114G (2)1-3/4X14 ML RIDGE VERIFY SPACING FROM SOLAR PANELS POST ADJUSTS n n u n 2X8 RR @16"OC u n u u u POST (2)2X10 GIRDER X 1X6 T&G VJ VINYL CLG 5-1/4X9-1/4 WOLMAN►ZED (VERIFY w/OWNERS) PARALLAM GIRDER EXISTING +I +l 6X6 ACQ POST 6X6 ACQ POST _ p (BOX IN) (BOX IN) m ' 3'h RAILING AS SELECTED BY OWNER ti DRAWN BY: MH 5 4 COMPOS 2X6 ACQ DJ 16"OC +I ( 10/25/2025 a' (3)2X10 ACQ (3)2X10I ACQ LATTICE 1 b w GIRDER GIRDER (TYP) SCALE: SEE PLAN OF NE 12"dia CONC.PIER- - r O EXISTING fi ' 'i z SHEET NO: 24"X24"X12" 24"X24"X12 _ — _ — - — _ Z� �, 1 d b. FTC,(TYP) FTC,(TYP) R�FESSI NPv 1 A CROSS SECTION A 3 4 SCALE: 1/4" = 1'-0" i FORM FIRE PREVENTION ANDD BUILDING(CODE CLIMATIC&GEOGRAPHIC DESIGN CRITERIA `\\ GROUNC WIND SEISMIC FROST I"DVE'SNICTENTIUNDERLAYMEN ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETA1L DRAW1NGS SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY RUIRED HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED M20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE G H USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I TO HEAVY MODERATE SOIL COMPACTION: Design Services 4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINJ,IUM 3000# KING STUDS CAPACITY. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%.PROCTOR DENSITY(PER ASTM D 698 www.mchdesignservices.com RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE -www.mchdesignservices.com TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. I phone: LEDGER RIDGE HEADER (631)298-2250 DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. email. Z All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS michael@mchdesignservices.com CD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts 14 Girders on concrete piers shall be anchored with proper steel connectors anchored Into concrete with a minimum 1/2"dla x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"44"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dla x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBER DESCRIPTION I APPLICATION 2x6-2x8 I LS26 18ga.SLOPE HANGER I APPLY TO EACH RAFTER/LEDGER 1ALLOPENINGS1 LSTA12 1-1/4"A2"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1.1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 I LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JALLOPENINGSIRT30RPT71TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5).Flashing shall be Installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers 1.1/2"SPACE and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade.)HANDRAILS j PP RAFTER 7.All Joists to be supported with hangers and anchors.Each Joist shall also be anchored T-1, to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with Z-MAX trlpple protective coating or equal POST for any contact with ACQ. W WALL STUD WALL STUD TOP PLATE TOP PLATE BALUSTERS W RIWDECK JOIST o HANDRAIL NOTES: 4R OPEN BALUSTER ATTACHED TO WALL o All required handrails shall be of one of the following types or provided equivalent graspabillry. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handralls with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 Inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 Inches.If the handrail Is not circular It sha have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4lnches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION P g {� EACH RAFTER CONNECT OVER than 6.1/4 Inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 Inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21.1/8"x 20ga.TYDOWN ANCHOR CONNECT ER PLATES TO EACH STUD EACH RAFTER 2).Types Handralls with s perimeter greater than n b O inches shall provide graspable finger shall area with both O sides c the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 Inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least he O Inch to a level that is not less than 1-3/4 Inches below the _wJ tallest portion of the profile.The minimum width of the CIO GIRDER/HEADER handrail above the recess shall es hall inches to i Z � maximum of 2.3/4lnches.Edges shall have a minimum Z JOIST POST/COLUMN o o a radius of 0.01 Inches. Q f o0 POST/COLUMNZ z m NAILING SCHEDULE A GIRDER/HEADER �4 1"�y JOINT DESCRIPTION NAIL NAIL NOTES � \ POST-TO-GIRDER/HEADER CONNECTION CITY. SPACING -/^I O STRUCTURAL PANEL 8d AS PER TABLE 3.8 O LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM•SBC O +' SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN C v DECK/PORCH RAILING LOCATION JUSPINIUMBER1 DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 6x6 SOLID COLUMN PB566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NAIL NAIL NOTES JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIS USE MIN.(2J 1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS QTY. SPACING RAFTER TO B'WALL:3-8d COMMO EACH O } TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL CEILING JOIST 8'WALL:3.8d COMMOIN EACH TOENAIL v J Y TO TOP PLATE 10'WALL•4-8d COMMCsP I JOIST O CEILING JOIST TO AS PER TABLE 3.7 EACH FACE BTU PARALLEL RAFTER WFCM.SBC LAP NAIL o BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE . ✓ GIRDER OVER PARTITION WFCM-SBC LAP NAIL e �>y,,rffftf�ffll,f!� COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL o WOOD JOIST '•i; ti^: ., BLOCKING EACH TOE 2-8d COMMON iaP>:'• ;':ice TO RAFTER END NAIL W • ,p.�.•• 'i';~••� •,•• RIM BOARD EACH END 1j f TO RAFTER 2•16d COMMON END NAIL LEDGER �'r I-s CONCRETE PIER O o GIRDER/HEADER II �iEi WOOD JOIST WOOD JOIST •" " •, :: •,,,.• ,�i.. :.!!•:! ','t. WALL FRAMING: , •° JOINT DESCRIPTION NAIL NAIL NOTES L 1'G......... CITY. SPACING •• '•••••••• 0068LE 2x TOP PLATE TO PER FLUSH JOISTS WITH HEADER/GIRDER t•••••• 2-16d COMMO FACE NAIL ��•""'IT""^� (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION I TOP PLATES AT JOINTS FACE BEAM OR I 4-16d COMMO LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I i LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I TO ALLOW FOR SHRINKAGE. ROD i I (2)BEAMS IPAU44OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED•••••• ••••;?:••II J STUD 2-16d COMMO O.C. NAIL FOR STU ,N,••••""•• (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE ••'............ 16d COMMON OMMON ALONG EDGES NAIL 1 FLASHING TUCKED UNDER Il TOP OR BOTTOM 2-16d COMMOP IPER 2x4 STUD I END TOP PIECE OF SIDING AND - PLATE TO STUD 3-16d COMMOP IPER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. i .... ROD PER PIECE OF SIDING BELOW FLOOR JOIST,BAND JOIST, 2-16d COMMO FACE NAIL 1/2"DIA.LAG BOLTS W/WASHERS • CNW COUPLER NUT END JOIST OR BLOCKING FOOT i :' : CONNECTED TO BLDG.@16"l7G tT1UNGE p• +s., :.; POST DECK FRAMING: Ie•c MINIMUM ® ":� .... "`�0' END DISTANCE NAIL NAIL DRAWN BY: MH ••r ;;:s•••..,,,,,, JOINT DESCRIPTION NOTES floiTiu 9•� °�'^ • , QTY. SPACING PW POST ••°'A.�,,••"...,,...,,, ••:r:.:p...•••••••••• ) p JOIST TO: PER TOE ANCHOR , 'aI•. ! "-�;; • MINIMI}M , SILL,TOP PLATE OR GIRDER 4.8d COMMO JOIST NAIL FLOOR FRAMING e•° PIER IsiRUD a )�•••'••^'?'"'•o 'e EN6 ANCE BRIDGING EACH TOE 10/25/2025 2x JOISTS , � ~Y'•;;;'fs�• • •�• •• .e t•�•' 12"x12"x12" s TO JOIST 2-8d COMMO END NAIL G-E :,` •-CON.SLAB •?° %p;'y„J��;''�.�• CONCRETE FOOTING .• > (AS REO) •�,, �'^"'i..,h,:•j,...;� • A•• A•• BLOCKING 2.Ed COMMO EACH TOE BLOCKING FOR : TO JOIST END NAIL JOIST HANGER e•.eL. '• DECK PER LAG BOLTS CONIC. "�: PER PUN ' PIER HOLLOW COLUMN UPLIFT BLOCKING TO: EACH TOE SILL OR TOP PLATE 3.16dCOMMO BLOCK NAIL SCALE: SEE PLAN RIM JOIST/BD. P�,, �•'',' BASP PER STRONG TIE MODEL STRR1/2 LEDGER STRIP EACH FACE INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTC.CONNECTION TO BEAM 3-16d COM O IST NAIL ILOCATIONI USP NUMBER I DESCRIPTION I APPLICATION JOIST ON LEDGER 3-8d COMM PEN 4:C4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTINGTO BEAM J01S IL DECK/PORCH LEDGER CONNECTION 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EACH FOOTING BAN JOTS 3•16d COMMO P W Yo TO JOIST BAND JOIST TO: Al2-16d COMMO R�� SHEET N O• SILL OR TOP PLATE F CP�Q /L0 C'Orl, •+ aR�FESS NPR l SOUT T STEE HOL.D . RU S No. 1 o $c1} A Issued To A� naTen N�pel Dade 1 /14 /A�61 Address. Sad Glenn - Road, 501A`�o1d THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION MOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.:' 765-1892 Glenn Goldsmith,Pi: -nt �O��SUFFO OG — Town Hall Annex A.Nicholas Krupski,Vice President CM y<k 54375 Route 25 Eric Sepenoski y ,?t P.O.Box 1179 Liz Gillooly �y • old, Southold,NY 11971 Joseph Finora Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 12. 2G> Completed in field by: (.. LIT Quarty Construction on behalf of ANNA M. TEN NAPEL requests an Administrative Permit to extend existing deck 3' x 6'; deck to be 398 sq.ft. after extension. Located: 320 Glenn Road, Southold. SCTM# 1000-78-2-21 Typ"f 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 __V/Not Applicable Info needed/Modifications/Conditions/Etc.: �f L x D�yj S i O r eX+5 4=( . c �. Present Were: G. G Idsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples From: Michael Hand <michael@mchdesignservices.com> To: rn6apples@aol.com <rn6apples@aol.com> CC: R10napel <r10napel@optonline.net>, Tom/Kevin Quarty <quartyconstruction@gmaii.com> Date: Oct 8, 2025, 2:27:15 PM Subject: Re: 320 Glenn Road DECK extension AND permanent ROOF Attachments: TEN nAPEL PORCH REVIEW 10.08.25.pdf please review thanks Mike Michael Hand 631-965-1947 On Tue, Oct 7, 2025 at 6:1iAM rn6applesc&aol.com <rn6apples@aol.co[n> wrote: Michael, Special thanks for the drawing and prompt response we back- we did speak to Tom and Kevin related to a roof as seen in the below picture which they agreed was possible. Is it possible for you to make this change? Robert lb—> DEC 1 1 2025 SouthJldT014'Cl Board of Trustees ti E c IFI 1� a■■■■rai■®■ESA... r f a r r+ 0■■la.■asuae B!■!■■■I ®Isesa.:1■�n.�m■■Iraers�n -- - .� as■1■o■■ lal.aa■sua ..- eaiY�Y®>041a. n � Ila.allsa■la. a... a�sna�.■�■ �^��--•R•v4■rmrrs■■ ar ■nu■ a4 u �' at■■Ilslm■ � � ala�lassr�mloslas.lmally 414a4®■e®osm�sa®� ala■4alu■1■�am■sa®a■�.elw■..11■. 4. • 24'-0" DEC 1 1 2025 7'-S" 7'-8- -----------7'-u JV G &6 1 iuthrl u Town x Bo ------------------------------------------------------ jL PROPOSED FLOOR PLAN SCALE: 3/16" = V-O" SEEE— r'r I 90 l0A()/• 7zJc ..� PZE i c•' ,. \ n SLEEPY HOLLOW 0- t z a i 3 3 € t0A g. 10.1 0 ,r... A OAIc) V '. t013 �q v•. Ba m 'i Atl.5nnBCBI - : _• •\ 105 "' aN0 IS." TM `' zz !-1j A.4 pNb x 4 J°'ycl i f c 1AA ffi W 2 b,t ON"-- -N SUUTHOLO ✓� 't1. F.1 6 l4 2-03 zIS. IS �-6 1) I IIS 21 19 t ,:aJnjcl ; s ma9 0 '� s OS 21 is 3 ]z ] 31 m p \ s=, G`�ENN �� F v y e sssC lto o2a •'a J i 1 z IRS 5 a K, .. 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(Yry t efUc) P i h It ,i _ffi.2 ae`aicl r cg e 3 i121 4 s. t 3xaa a}�bid�S` � �, 1- I l •`.s g1 a cN � s `,<:SEF�sk4 No aai *•; \ 15,a 'P+.,. L 4 *' SEE ,a COUNTY OF SUFFOLK© H NDTI E K ,x,. Ix,ol w. 1090 sEcnau No E .>,ow.�s4,R,e _ aMM1� ••� aouu cN° Mun-Sx_AA—L_----.'_---- ux i,a—��+J°r'�----_"v---- `��� --O---- .am"u"ww, n _ °sn.i.._".. .•.'c �.p wH i,R6Wlxw�Nranrt xtFtNEwRaalan�r=Wx E av �' - wo sOHOL° E-11—.- l..9 M 078 121) yRal PuPer Tar9vceAgny W ____ $ aE,L EfIl'PFRry TAt -gym___ OFFICE LOCATION: ��fjF SO(/ryO MAILING ADDRESS: Town Hall Annex ,`O 1 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 119710 • Q Telephone: 631 765-1938 i LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: January 9, 2026 Re: LWRP Coastal Consistency Review ANNA M. TEN NAPEL, SCTM# 1000-78.-2-21 This application is to extend existing deck 3' x 6'; deck to be 398 sq. ft. after extension. 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, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The proposed plan includes actions which are inconsistent with the "Administrative Permit" requirements of Chapter §275-2 A of the Wetlands Law of the Town of Southold which do not qualify under §275-5 (8)(2)(d) Remodeling or renovation of a wetlands- permitted structure, provided that such activity will not have an undue adverse impact on the wetlands and tidal waters of the Town. In this case, the proposed replacement and expansion of the deck brings the structure closer to the wetland line and does not Meet the 100ft setback requirements for such structures. 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. Glenn Goldsmith, President ®� so Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�� 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � ���® - �)_7.6.5,6- ou��v, D BOARD OF TOWN TRUSTEES DEC 1 1 2025 TOWN OF SOUTHOLD This Section For Office Use Onl ' ' u� Y Board cfi►rus to es Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extension Received Application: I3.it0s X Received Fee: $ ago, O D Completed Application: Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): �L WRP Consistency Assessment Form Sent: rr f CAC Referral Sent: Y Date of Inspection: I Receipt of CAC Report: Technical Review: i� Public Hearing Held: I Resolution: Owner(s) Legal Name of Property (as shown on Deed): A 1111A NJ 4X�e- Mailing Address: I �L� ��L 0-/£, Phone Number: Cp-3 1 3- 10 2 2 7 0 .Suffolk County Tax Map Number: 1000 - 07 S -- O Z, 2 Property Location: 32—® V ) nn ROA a , 500ih® 16 1 119 J 1 (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): Mailing Address: Phone Number: Email: Lrd of Trustees Applicati GENERAL DATA Land Area(in square feet): I / f' Area Zoning: Previous use of property: Pi o Intended use of property: Covenants and Restrictions on property? Yes V No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? VYes No 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 V No If"Yes", please provide copy of decision. Will this project requir 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? V/ Yes No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. /No Has any permit/approval ever been revoked or suspended by a governmental agency? Yes If yes, provide explanation: Project Description (use attachments if necessary): ice ���c fil e V11 ,Lrd of Trustees Applicati4 WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Area of wetlands on lot: �+ l 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: �b ,7 feet Does the project involve excavation or filling? y No 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): /y,a 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: ,ZQ G n `o - _Tc_Wn of S©v a Project Location(describe,and attach a location map): Brief Description of Proposed Action: IDecK e -I-�nsrod Name of Applicant or Sponsor: Telephone: o l -� Ay,v,.A- M f�q E-Mail: e Address: ' City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ 3.a.Total acreage of the site of the proposed action? 0, - acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0i 1 q 5 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial MIkesidential (suburban) ❑Forest ❑Agriculture EeAquatic El Other(specify): ❑Parkland Page 1 of 4 5. is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ Z ❑ b. Consistent with the adopted comprehensive plan? ❑ Z ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 6 p i 1'a Y G�S�ft 1 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? 1y ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 1Z ❑ 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ b.Is the proposed action located in an archeological sensitive area? ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? �' ❑ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional Wetland ❑Urban [v]-Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? Afpt--'he- b'a ire El X' ,ct � fiA LY u 16.is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, �j ❑ a.Will storm water discharges flow to adjacent properties? ZNO ❑YES L'J b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: JNO DYES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ZH 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE �n .�^ 1 Applicant/sponsor name: Yi 1' 1 l �r Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area(CEA)? u 5. Will the proposed action result in an adverse change in the existing level of traffic or El existing infrastructure for mass transit,biking or walkway? u 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? v 7. Will the proposed action impact existing: 0 a.public/private water supplies? b.public/private wastewater treatment utilities? Z 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting docu nentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 - .xd of Trustees Applicatil_ AFFIDAVIT An 'IA &IVIVA)D� BEING DULY SWORN DEPOSES AND AFFIRMS THAT HIE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) 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 LDS` DAY OF OGfybe-✓ , 20 25 Pa fazzo ce Notary PubliP u NOTARY oe AXSo SrAn oFNEw YD RK O.O1SOlI55S1 QUALU4 N7 SU$POLK COUNTY COWMONE.CPIREDSEPWgpq,- L) �L. r I j U Z p O -xd of Trustees Applicatic AUTHORIZATION (Where the applicant is not the owner) I/We, h � ' e owners of the property identified as SCTM# 1000- 7 zf in the town of New York, hereby authorizes to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature jM SWORN TO BEFORE ME THIS DAY OF OC76b&r , 20 ,25 P- C azz- PAUu T*L SM*CK Notary Public NOTARY PUBLIC STATE OFNEWYORK NO.01SO11M QUA A DPI H SUFFOIX COUNTY COMISS10N LX REO SE 7.i6 pto b¢,r is,202$ IF APPLICANUAGENUREPRESENTAATIVE TRANSACTIONAL DISCLOSURE,FORM The Town of Southold's Code f Ethics rohibits conflicts of interest on the art of town officers and employees.The u ose of this form is toprovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. ,,�y YOUR NAME: �' 'Y, (Last name,first tame,ipiddle initial,unl6ss 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 Coastal Erosion - Change of Zone Mooring Approval of plat planning Exemption from plat or official map 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`2 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 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): A)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,_L3 day of Decerr h• 1 20 26 Signature Print Name Form TS I f S 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 si mg 'ficant 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 detail, 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# -7 D - ® Z - 2- PROJECT NAME 3 2 0 l J 1 C-Y)n FN 0AA — I d 111� 61)-L)��L)18 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Rr 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: Location of action: l 1p, I - I Site acreage: C) , '4 el 6 Present land use: Re� Present zoning classification: P GJ 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: 48 Y) 14 �A III (b) Mailing address: 1 'D ye" `R o6,Ky Pei a , 1 -i jo (c) Telephone number: Area Code( ) (o'b ) 3 to 2-2— 7 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No X If yes, which state or federal agency?- C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. 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 LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No g Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 4J Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No �Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages8 through 16 for evaluation criteria ❑ Yes ❑ sP No 5 ! Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No INot Applicable 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 LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not AV able Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No V Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No f>�Not Applicable 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 III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YesF1 No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIL._ Policy 10. 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. ❑ Yes ❑ No g Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. El Yes ❑ No � Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY TITLE� �f�� DATE