Loading...
HomeMy WebLinkAbout1000-104.-10-4 OFFICE LOCATION: SO MAILING ADDRESS: Town Hall Annex O �® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® O Telephone: 631 765-1938 UfVT`l, 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: December 16, 2025 Re: LWRP Coastal Consistency Review MAZI HOLDINGS, LLC, SCTM# 1000-104.-10-4 This application is to conduct construction activity within 100' from the landward edge of the wetlands for the construction of a swimming pool, pool patio, and pool fencing. 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: The plan cannot be properly reviewed without further confirmation of the wetland boundary. The plans dated October 28, 2025, prepared by Adragna Designs,LLC indicate a wetland line, but there is no indication who flagged this line and when. Given that the proposed activities are within 100.5' of the wetland boundary, it is important that a new plan with the delineation noted be submitted, and that one or more Trustees confirm this line during a site visit. 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. Town of Southold G3 (K RO D LWRP CONSISTENCY ASSESSMENT FORM DEC 0 2 2025 SOU7HOGD TOWN A. INSTRUCTIONS PLANNING BOARD 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 significant 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 ROPOSED ACTION loq - /a .. , SCTM# PO --I P,4 - /0 4 PROJECT NAME The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: r/l Z 1 Location of action: /1114Z Site acreage: a /JI��PJ1 Present land use: �®�/I Present zoning classification: ¢4 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: (b) Mailing address: 0 d��Z— (c) Telephone number: Area Code (d) Application number, if any: / Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No 19/ 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 ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LV7Sion III—Policies Pages 3 through 6 for evaluation criteria Yesect❑ No ❑ 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 Sect io III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ 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 u Yes ❑ No ❑Not 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. �j Yes No Not Applicable 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 Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wZApplicable ee LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 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. ❑ Ye�] No u Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See WRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Tow;rNotsApplicable er . See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 1-1 Yes ❑ No 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 eval ation 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; ages 65 through 68 for evaluation criteria. ❑ Yes ❑ No M Not Applicable PREPARED B j,/y L2 TITLE rr/ &dDATE_/2 Alai-� y � aEr£c rn� LICTREEK 01 2d s :.I2NIcI w ]B\��(-.�,�,Lp.aS��__� .n OaABA3 \ •�� °.� , iR M1 .�6�.y am _ ',3 ��,4 53'1�1 • \E._Jjl \\y� , 1u�sie \i.+ •6'+. � s .�.�ze�1'� ,�iAP', i•p�,��r+ e_�, a nt +' 7 IIa11Y 011 M1 4'e ' ,5 `m w e l0 E•N+,k,3. I.a s.n w 7 ` O VA $.• ,9 pew 5w O Z\ BROAOWATERS COVE RI u as • u\a \° OPT 9 0 'Yn ,e \q \�Y z� a i TOE OFF SOUTHOLD 12 HAYWATER COVE � 4 9 ��� • b�'© 4 w A,r,� sa Qa•, >q T E m..�. `1 '_..� __W'__ o.eN __r__ rom ` NOTICE �M.N, COUNTY OF SUFFOLK © E `°' SOUTHOLD SECTION NO c _ Ie 1 r • g°t Real Property Tax Service Agency Y N��� N..: m® y -_ �CwnlY eenmr RireNcaG.NY11801 M °r 104 p.�.,r v r ,xty v "• reo-. --.-- ".•u.�--..w-- - >nYazY�' p rmcr ao 1000 PROPERTY MAP l PROPOSED UTILITIES TO IMptROYED LOT . _ L 5E CONNECTED IN • 1 N n 1°48'rj• 0II E ACCORDANCE TO TOWN _ (, ��. /�� - - - - _J.�. - - AND UTILITY 5TANDARD5 PUBLIC WATER 1 340"0I T r / 1 SILT NCE: y� j `` \ \ri@ cn `\ \,_ \\ LIMIT OF DI TURBANCE \ I� V`\\ / \ ttp \ I, Vr \ \ G+?�r1 \X- ` I // , / / -1 � ?r \ \ CIA\ t9 \ \ __._ I_ �� \\ / � CU 0 ♦ - \ „ v\ ------•-\ \ --�;a SETBACK uCID ♦ II \� I I \ \\ `\ \ 1 v) I --- 1 \J \ - i. 5.,5 \ \ �\ \ i OUCTION GRA L CONSTRUCTION EXIST ,- \ r \� {N-GROIUND 1 t \ t�l�l \ I \ IjJETLANDS I� > pu!-2'�, I `' it 111. POOL _..__._-._ TO \ m7I1 \ I DI,U-1 `�, � I _.__ - ..1 \ m0 �1 9.Oi01 w I , \ \\ \ \ � � \ N � � � \ t d\ \ I q DRIVE4AY I I O S D A I ► j 4 1 \ �mm \ \ - a o o a 'P> 'I;- -T . _ \ -- -•�_-------- `_� 1 i I ` I "c L R �`� m ��.A � �� \ s \ 11 \ \ \\ 11 I \ AREA = 28,-101 SQFT. o w rz cz a. 'r. _ I \ I \ \ 1 I I R055 LOT A 5 1 1 I 0.S 16.m' I 1 1 \ I I T of U1E TLAN A u � C o co ♦ \ I ; \ S.0' \ 1 1 minus 4,166 5Q7' � o ♦ �\ \\ \\ �6�' '°�' ..I -, \ __-i 1 ,1\ i \\ I I i 24�35 SQ�T. NET 1-0T ARE d o z� o ��\� \\ eREzE + I \ ► \ \\ : WAY \\ 1 1 I \ \ I 11 1 z c� er \ ♦ / I' ` / 2-CAR ffrID1 I I0.4b 1\ ♦ �\ i�` \\y\1 Il 1zv) 1 I �5. I \ i `\ _.. -- __ _ _,_1...__�`_a \\ I :M ' ...- \ I \ \ / \ 1 I I 1 1 Y�i 1 , 1\ I I \ / I I=_ rd 1 ----------- I. - ------------'(3AcJ--.._ I N \ I 1 I 1 1 \ /�y�� \ \ 7 1 I f1 Q� \ t -., ------- ---�_--------- `` 1 1 �+ , `\ I I µ, \ l -------=-j- - - - 1 \ 0) ♦ \\ \\\ I i 0 I 1 1 ----6-WATER--4------------ M �� \` I \ 1 \ \ _ _ _ �.1,._ . O I -- ._-----�-f ------ I --' \ SILT NGE \ \ \ ..__.I. •�•'_ _ - I !� D co O \ ---- - --------------------- q � \ \ --- - WATEfR------- I------- _ I I __- _ ,. I�IL _P1 s ►4R�Q���>=-� _ _ \ I ----�------------------- I , I \ \ 4sN t=ooL>=�rtce \�' \ \ y e \ --- ------ ----�----- / m.0' RO\/ED LOT o f II 1 \ IMP �.0 4 cd N �8 23 F� I \\pUBLIG WATER \\\ \ �ZY `.��`\ I / I 4 \ \ \ Q 4� O U \ \ \ 1 D a0 r_I be 51TE CLAN SCALE . 1" 15"-011 O U � � Z �+ C 0 ZONING INFOi,MATION ZONE: lz-�•O (D r, v �I O DESCRIPTION MAX/MIN PEF;;t IITTED PROPOSED I� .+, O S..a 28,101 sgft. GROSS U LOT AREA 40,000 sq.ftt. 24535 s ft. NET TYPICAL FENCE INFORMATION: LOT WIDTH 150.OFt. MIN. +- 8(0' A. FENCE SHALL NOT EXCEED 4'-011 v1 C B. FENCE SHALL BE BLACK IN COLOR U U LOT DEPTH I"15.0ft- MIN. t 3,40, C. PENCE SHALL BE OF IRON CONSTRUCTION D. ALL GATES TO-PAVE SELF CLOSING SELF 80.1' TO MAIN DWELLING, LATCHING CAPABILITIES FRONT YARD 50.0' 553' TO GARAGE 4" SPHERE SHALL 4" 511AC-ING REAR YARD 50.0' 132.51 CENTERLINES OF�I IL Is ITYP) VERTICAL MEMBERS signtseal i1 SIDE YARD 15.0' 15.0' /1 TOP RAIL �p Al? SIDE YARD 15.0, 20.0' �` a. i/2" MAX .MORTAR,YJINT SIDE YARD AGG. 35.0' 35.0' O rill'I 6RAVELU FLOOR AREA MAX. 3,8035 SOFT. 3,801.0-1 SOFT. z MASONRY PAVER LIMEYS It Is a f I e arson,unles acting BUILDING HT. 21/2 STORIES -- 35ft 34.52' 11/z"s£IT�16 D®(01 under I. dir o rchi ect, alter IF LOT COVERAGE 20% 4,907 II 30e2 SOFT. 15.80 9a Q r' 4"0WIREM SLID architect � ,the altering arc I affix to Jsl his Item th � tI1QQ�j�6ib t 1 'followed QLU Q 1>y 1`115 516jjnat. a h ation,and a XIMATE WATERLINE MAX. GROSS FLOOR AREA: speafic descn N � � 2" MAX CLEARE_ 64WA�ffm 'r � ALtTOMATIG SKIMMER AuroMATtG SKIMMER 3,350 SOFT. PLUS 10% OF LOT AREA INI EXCESS OF 20,000 B/T RAIL AND Pope 24,535 SF, - 20,000 = 4,353 SF. FINISH GRADE 4,535 SF. x 10% = 453.5 S.F. BOTTOM RAIL MASONRY PAVING DETAIL . 3,350 + 453.5 3,803.5 SOFT. FINISHED GRADE wor ro sc++e Q n Architect: LOT COVERAGE/ BUILDING AREA: STEEPEST ALLOWABLE SLOB.` ` RESIDENCE 2049 ( �� "h7 � - -- BREEZEWAY 240 T�f IC�A L F N C�E DETAIL I g 5TE T OKAEIREAK-II9I SLOPE GARAGE 5-7 2 _ I FRONT PORCH 64 SCALE 1/2 I1 c 11_011 REAR DECK 383 Q POOL 5-I(o VI MINIMUM DISTANCE BEFORE BREAK q 3,5e2 SOFT. MAIN DRAIN WITH HYDROSTATIC VALVE AND COLLECTOR TIME IN 6 11 BASE DRAIN COVERS AND SPAI DIVERSION RIDGE REQUIRED I SHALL COMPLIANT WHERE GRADE EXCEEDS 2% OR GREATER EXTRA STRENGTH WIRE FILTER FABRIC 2� x MIR NEEDED WITHOUT E MESH SUPPORT `-'M TYMGA- /► S ALL ECTION STEEL OR POOL W REFER TO PLAN FOROPE SOLID COVER ROADWAY / / /\/�\��\//�\% / / /////�� WOOD POST E / FRAME AND GRATE BRICKED TO � ATTACH FILTER FABRIC SECTION THROUGH LENGTH OF SWIMMING POOL C"RADE BY CONTRACTOR IN REINFORCED CONCRETE FILTER FABRIC SECURELY TO UPSTREAM I 1 FIELD CALLOW 4" MIN. 12 MAX, OVER SLAB - FFIC SIDE OF POST -FOR ADJUSTMENT C.I. FRAME &: GRATE FT (I RATE SECTION A-A71 RIM 8 THICK/;#5 AT a E.W. "-'` - TOP OF RING ELEV. 1 MIN. SEE PLANK FOR FRAME AND COVER TYPE FLOW HDPE INLET PIPE 2 MAX. (FOR SIZE AND INVERT TOP ELEV. NOTE: . STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES SEE PLAN) 4" PRECAST CONC. OR CONTINUOUS BERM OF TOE OR OTHER IZE RUNOFF TO - A D RA C N A INV EL __ ��i - _ _,_ STORM DRAIN HEIGHT BASIN AS REQUIRED. \ / \��\ 10' MAXIMUM SPACING WITH ®®®� _ __,. SUPPLY WATER TO WASH /,//fj//\/ \/�.//�/j WARE SUPPORT FENCE C `C DESIGNS L.LC WHEELS IF NECESSARY / / / / /� A2ARCH 16@GMAIL.COM GEOTEXTILE \\\\/ \ 6' MAXIMUM SPACING WITHOUT ®�® _ _ I w WIRE SUPPORT FENCE ® _I ( DIM THE DISTANCE PROM THE TOP OF THE WALL DOWNWARD. J BE&IN SPECIFIED 9TPPL AND&UNITE THIGKNRSS AT INDICATED b' 320®®® in (516) 289-2461 I �, `� I STEEL OR WOOD POST POOL DEPTH NO RAISED BOND CAM BULLNO'.,E POOL GCPINS o ®®®I� - - _'- 36' HIGH MAX. TOP OF POOL WALL D T VERTICAL STEEL ��IMAM a. -APPROXIMATE WATEiZI.INE FLOW FLOW , O'to 2'-b" 12` >•4•12' �- w FROST PROOF TILE Protect lit e 29®®®® '- - - '' o v w FLOW N4 ASTM GRADE 60 REPAR AROUND PERIMETER of POOL -0" { " N Ao 0 0 0 o 0 0 0 �F---- S'-O" 12' *4 a b' TYP _ __.- Q9PJ®®® 'I w C REPAR TIES AT 12"SPACING MAXIMUM w o e o ve o PONDING HEIGHT PONDING HEIGHT 9'-b• 12' «4•b" ", •I 12' •4 a b" MIN. DRAIN ROCK 4' WALL T 1'MIN. HIGid�55 3/ 530 B r o'a dw a t e r s R d 4" -0" ry - ClltCr10 lle NY COURSE AGGREGATE - 1 BOTTO OF B M �, MIN. 6" THICK o0 12' MIN. FLOW 9" MAX. 4'-6- 12• N4ab' I N L STORAGE HT. " 5'-0` 12` •4 a D' T A NOTED ON AN i ' 'o o p,o e o o o o Oo o ......:. ..... -� 1---MINIMUM TO /\/\ /� '3'-6' 12" •4 1 8' .- •C GROUND WATER \//N 6' MIN. PENETRATION �� \ 12' •4•5" 5 04 ASTM GRADE bo HORIZONTAL REPAR INTO ACCEPTABLE / �� LEACHING MATERIAL BACKFlLL UNDER AND AROUND DRYWELL \ 12 MIN, /\ \ \ \`�\ 12" MIN. \ \/\\�� DIVERSION RIDGE \\ %\V 6'-b' 12' n4 a 9" PNIEUMATIGALLY Drawing Tale: WITH GRANULAR MATERIAL CONTAINING I PPL LESS THAN 15% FINE SAND. SILT & 12' add(9)M4 ; ea AGONGRETE(1,4 MIX RATIO) " CLAY. (SILT & CLAY FRACTION NOT TO MIN. X6" TRENCH /f EXCEED 5%) I SPAN BAH COMPACTED �f�\\�/� b'-0' 12, add(5)M4 i I. SITE PLAN VIRGIN STRATA NOTES: TRENCH DEAL �STALLBTON WITHOUT TRENCHIN 61-b' 12' add(5)44 i ,p \ ZONING INFO DRYWEI_L 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT MALL PREVENT ��\ TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY NOTES: 12' GO RI ENTER EAC+4 SAY SCALE: NTS REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE TO TRAP SEDIMENT. PONDING EFFICIENCY. VERTICAL REiT•PORGBMEW A5 SPECIFIED 1N TABLE � 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO STARTS AT A DISTANCE D'DOWN FROM THE TOP OF \ 7'MIN WALL THIGKNE5S 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE POOL WALL. REINFORl.DI OTHER THAN BASIC �l ... ��� a - - -9-: _- _� _ Project N. Scale: PUBLIC RIGHT-OF-WAY. SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE &RID NEED NOT EXTVpV TO THE TOP OF THE POOL VIRGIN 501E n b 1000-104-10-4 HEIGHT. WALL.. ADDITIONAL BARS TO BE EQUALLY 5PAGED (PILL COMPACTED TO \-�' As Noted 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED BETNIf?£N DA510 GRID. M"MAX.DENSITY) -- ---=-------- WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL I � 1�2' 12"MAX. ` Date: SEDIMENT BASIN. NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. October 2t3, 2025 Sheet►' 2 of 21 TEMPORARY GRAVEL CONSTRUCTION TYPIGAIL REB,4R REINFORCING DIAGRAM TYPIGf�L POOL WALL SECTION Sheet: ENTRANCE/EXIT DETAIL SILT FENCE DETAIL SCALE- SP - 100 . 00