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HomeMy WebLinkAbout1000-87.-6-7 OFFICE LOCATION: �O��o� $o(/jyOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G Q Telephone: 631765-1938 Southold, NY 11971 • �O P O Fax: 631 765-3136 ly�,oUNTY,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 10, 2019 Re: LWRP Coastal Consistency Review for JONATHAN ZANG SCTM# 1000-87-6-7 There is no ability to relocate the structure outside of the FEMA flood zone AE EL 10 due to parcel size. Samuels &Steelman Architects on behalf of JONATHAN ZANG requests a Wetland Permit to,demolish existing,dwelling; construct a two-story dwelling on piling foundation, with footprint of 2,034sq.ft.; construct garage with swim spa on roof, with footprint of 443sq.ft.; construct sanitary system, enclosed by retaining walls per S.C.D.H.S.; construct masonry front porch and stairs to grade of 113sq.ft.; construct masonry side terrace and stairs to grade of 301sq.ft.; construct two frame stairs to grade, each of 26sq.ft.; construct permeable stone on grade terrace of 84sq.ft.; construct frame deck on grade with fence enclosing outdoor shower, 23sq.ft.; construct frame deck on grade with fence enclosing outdoor shower, 27sq.ft.; construct permeable crushed stone driveway, 856sq.ft.; provide leaders and gutters and subsurface leaching pools for storm water runoff; provide a 24"wide French drain at inside of bulkhead, full perimeter; provide 20'wide non- turf buffer behind existing bulkhead; provide geothermal wells for HVAC system on water side of residence; provide approximately 500 cubic yards of'clean fill, including between property and private road; provide new crushed stone at existing private road; provide topsoil, lawn and landscape; provide underground propane tank; and install public water. Located: 370 Takaposha Road, Southold. SCTM# 1000-87-6-7 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 CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided the following is considered meet Policy 6. 1, Require that the non-turf buffer is vegetated. 2. Require the installation of an I/A OWTS. 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: Damon Hagan, Assistant Town Attorney CIV VTown of Sbuthold 2019 ]LWRP CONSISTENCY ASSESSMENT FORM Southold-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. I£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 detai& listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards-and- conditions, ndconditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online e-Tgwn o Southold's website(southoldtown.northfork.iiet), the Board of Trustees ce,the P Department, all .local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION �2 SCTM# 87 _ ' 06 _ 07 PROJECT NAME Zang Residence, The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees F 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 a 4 bedroom,single family dwelling with accessory garage;new sanitary system with an retaining w ;new fill on water side of house, I wide beach stairs. Samuels and Steelman Architects 25235 Main Road Cutchogue, NY 631 734 6405 Zang Residence 370 Takaposha Road, Southold NEW PERMIT FOR (NEARLY) COMPLETED PROJECT PROJECT DESCRIPTION Demolish existing residence Construct two story residence on piling foundation, with footprint of 2,034 sf; Construct Garage wlswim spa on roof, with footprint of 443 sf; Construct sanitary system, enclosed by retaining wall, per SCDHS; Construct masonry front porch and stairs to grade of 113 sf, Construct masonry side terrace and stairs to grade of 301 sf; Construct two frame stairs to grade, each of 26 sf; Construct permeable stone on grade terrace of 84 sf; Construct frame deck on grade with fence enclosing outdoor shower, 23 sf; Construct frame deck on grade with fence enclosing outdoor shower, 27 sf; Construct permeable crushed stone driveway, 856 sf; Provide leaders and gutters, and subsurface leaching pools for storm water runoff; Provide 24" wide french drain at inside of bulkhead, full perimeter; Provide 20 ft wide non-turf buffer behind existing bulkhead; Provide geothermal wells for HVAC system, on water side of residence; Provide approximately 500 yds clean fill, including between property and private road; Provide new crushed stone at existing private road; Provide topsoil, lawn and landscape; Provide underground propane tank; Install public water for domestic use. - 4 Location of action: 370 Takaposha Road, Southold, NY 296 acres Site acreage: 0. _ Present land use' single family residential Present zoning classification: AC 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: Jonathan Zang. (b) Mailing address: 41 Phillips Street, #2, Boston, Mass 02114 (c) Telephone number: Area Code( ) 617 723-6536 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ Nog 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 infrastructarep 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 D Not Applicable Attach additional sheets if necessary Pokey 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 0 No 0 Not Applicable There is no historic or archeolo ical structures on prope ty. 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 0, -1 Not Applicable Yes ❑ No Building structure is in keeping in style and scale of neighboring stuctures. 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 Pages 8 through 16 for evaluation criteria . X ❑ Yes ❑ No ❑ Not Applicable A 20' non turf buffer landward of the bulkhead as well as the installation of a line of staked hay bales along the landward circa of the 20' non turf huffer anci thA ihstalla io , of a Crpnrh drann thmrl to dDampll-q will he maintained Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the'Town of Southold.See I.WRP Section III -Policies Pages 16 through 21 for evaluation,criteria L:J• Yes ❑ No ❑Not Applicable All rainwater runoff is'and will be retained with the upland, by use of underground dDmells and a french drain The sanitary system for the residence meets current SCHD standards for sanitary waste water. The property is served by public water mistems. 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 LWIIP Section,M-Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Not Applicable Yes No Not Applicable No development will take place in the "protected" or"natural indigenous environment Attach additional sheets if necessary Policy'7. Protect and improve air quality ml the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ® Yes [—] No® Not Applicable The development will not add pollutants into the air. 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. 0 Yes -1No ❑ Not Applicable All waste water"sanitary" will be discharged into the approved SCDHS sanitary system. 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. ❑. Yesesnn No'L'--J Not Applicable No public land involved. Littoral access unimpeded. Attach additional sheets if necessary WORIING COAST POLICIES 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 D Not Applicable There are no public or commercial activities or uses on site. 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. ❑Yes ❑ No F� 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 There is no agricultural lander site 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 The construction will be using equipment approved by the Federal government for energy usage The project will meet Federal standards for conserving energy °'energy Star Program". PREPAREDB 111TO TITLE Architect DATE r' f r • a .w•.Y-� _ -Af t { M � {p � ♦r ..ti.rl rL A1AIN BAWiEW TMx 1Ba 21] l n _ . 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'+�r'°r'q�}�.s,. � vii •�� ,a �!y"yh,x _ �`.`' N,� y y.. �6'E 1�(^'.. i��� � + .•�,�i�ytY� ��pLLLF�yy7�..� �'..����� _.,. .i t v , SITE DATA -87-06 TAKAPOSHA ROAD ( PRIVATE) SCTM # 1000Takap-07 PROPERTY: 370 Takaposha Rd Southold, NY EX 1ST. UNDERGROUND PURL I G WATER LINE OWNER: Jonathan Zang - - - - - I- - - - - - - - - - - - - - - - - - - 41 Philips St., #2 A� EDGE OF EXISTING ROAD Boston, MA 02114 SITE: 12,918 SQ. FT. = 0.296 AC. �i AREA v_lz EXISTING UTILITY POLE ZONING: AC GRAVEL WIC '761--illSITE COVERAGE: DRIVEWAY A ALLOWABLE: 20% 12918 X .20 = 2,583 SF 20 FT WIDE �11K ( ) FINISHED GRADE 3:0 EXISTING: 1550 SF (TO BE REMOVED) Y lull RETAINING WALL ASPROPOSED: 2493 SF OR 19.57% REQUIRED FOR SANITARY UNDERGROUND UTILITY LINES SYSTEM, CONGEALED BY FILL 1 / (ELECTRIC, TELE, GAN) FROM FLOOD: AE (EL:10') 0 5 63 2'1' 40" 1 UTILTY POLE TO RESIDENCE ZONE }- GRAVEL DRAIN _ _ PROPER LI E loo.00' ;.. _ SURVEYOR: PECONIC SURVEYORS, P.C. I P.O. BOX 909 W FRAME P41TH ELECTRIC METER 1230 TRAVELER ST. NEW SANITARY SYSTEM - 1- Z SOUTHOLD NY 11971 REINF. GONG. RETAINING nl _ I 1- 1200 GAL SEPTIC TANK Hole z Wv APRIL 16, 2003 ALL W/ #4 ® 12 HORIZ. , I s _� I �D (5) 8' D I A. X 2'H L.P. Q� 8 #4 ® 12" VERT.— v O - CD LL. CD 1 _ iu LIQUID APPLIED 3' 20'-10" P_ �� �� LP \ LP 1 r lu LP � I cv � � lu WATERPROOFING �+T �__ / �_ 'Ilk �7 l I Q = z TREATED TIMBER 4 VINYL -1 WJ LP V P LIP / i }- LOCATIONMAP GRADE VARIES SHEATHED RETAINING L <� X I' _ I EXISTING 10y2°,�---��T----- !-k Uji OUTDOOR SHOWER AT z f 2 GAR X' GRADE W/FENGE ENCLOSURE _ DETACHED w N I GARAGE DECK AT GRADE F FL - OIL. 8 n O /�i\ Y i ^/. DN _� _i I ELEV: -' lv ENTRY 12 GRAVEL FRENCH DRAIN ON IY = '1.25 �C BACK 51DE OF RETAINING WALL N ,W i\> y\ y Q W/FILTER FABRIC xE x y REINF. GONG. FOOTING w/4 a F- ''k, -J ® 12" oG 3#4 GON'r. = STONE PAVERS _ _ //� V > y 4_a - 0 a ON GONG SLAB STONE PAVERS ON SAND O DN X k0 FOUR BEDROOM- m X ,D \G,\ T - F— > j; �, ,� OUTDOOR SHOWER W/WOOD LU C ;� F.FL. ELEV: 10.5' x - DECK AT GRADE, ENCLOSED { x , ;PILING FOUNDATION ;� ' . Q a a -a \ u 51 D BY FENCE. SHOWER DRA I N5 Nk p = - n�r�-� �z ,� X , > x , , �' SETBAG INTO DRYWELL U) N e It Did x � UNDERGROUND DRAINAGE 4 nt y PIPE FROM GUTTERS AND h KEY MAP <,� \LEADERS TO DRYWELLS TYPE :x I SHOWING 3'-O" 8 HOOK WOOD SEATING STEPS I % y 5EE FOUNDATION PLAN \ v h ACCE55 TO PROPERTY � I S'-4" '�; ,� / � � > � � r TREATED TIMBER � VINYL \�: { „� ', SHEATHED RETAINING WALL N.T.S. , � l v R E TA I I O I N G AL L DETAIL 2 I UNDERGROUND DRAINAGE U C N.T.S. sed 2 1 = = " PIPE FROM GUTTER5 AND05 Z • ( ) Revi �3/I I 7 O _ CD L 'I 10'-I" LEADERS TO DRYWELL5 TYP >< M �t e It{D�x 7-O a It via x �i _ Q • ,� 12" GRAVEL FRENCH DRAIN ON 4 It tit ¢ BACK 51DE OF RETAINING \ --- / � U J • Q M WALL, vi/FILTER FABRIC 16'-I" 18 -3" 18'-6" IS'-Q" V 0 O 12" GRAVEL FRENCH DRAIN �A�( W w Z 4 I (� 71,_"1„ I ON BACK 51DE OF RETAINING PSCONIG R w WLL ALL, W/FILTER FABRIC LI�LB = W •v ui oluQ I ry W •Q� � 0 Um in sit All - Uo T_lu EXISTING WALKWAY I'R�O.�GT 51TE `�' _ 4 j ON TOP OF BULKHEAD Q i- • OM �4 m`%G` E LC; L A T I A 0 I'mm S X nl O I cn � • VcMvc ROOF AREA OF RESIDENCE AND GARAGE EXISTING TIMBER BULKHEAD z I EX15TINS STAIRS TO BEACH LL AREA X RAINFALL X RUNOFF FACTOR AND STAIR5 TO BEACH p 3000 SF. X (2/12 FT.) X 1.0 = 499.9 CU. FT. z LISE: (3) 8' DIAMETER x 4' HIGH POOLS DN DN of ti 3 8' X 4' STORM DRAIN RING = 506.7 CU. FT. _ P��R AN �y \/\ , ~ , �& TEST HOLE BY MARK McDONALD �� ,c. s , PROVIDED EXISTING WALKWAY I \i\� \f.v �_, i i , / i \ \/ I NN GEOSCIENCE / " G REQUIRED ON TOP OF BULKHEAD ><\ im �\ h X., M�-�` �, \ / \ I SOUTHOLD ,�� A �i06.7 CU. FT. 499.9 CU. FT. / / '�'; \ xx \ � NEW YORK 11971 ts) \ i TEST HOLE DATA 10/6/03 ---i WOOD ��/ ` 20 WiD NON-TURF BUFFER\� i /\ \� \ 1.0 FT. DARK BROWN LOAM ���`� ��3�° TRACKS \ / \/ \/_ �r i` BUFFI=R�f / \ n \ % E G \ , \/� PROJECT NO: 2.6 FT. BROWN SILT 0315 3.5 FT WATER IN BROWN SILT NS N. 6512' 00" W TIE LINE ALONG WOOD BULKHEAD 100.00' WATER IN BROWN FINE TO CHECKED BY: G WALL FF EL 10.5 FT COARSE SAND NS GRADE LINE ELEVATION 7.75 FT. 1O, 13 FT. `,,—GRADE LINE ELEVATION ±7.75 FT. SLOPE 5% 8/21/19 I' MIN. 2' MAX. GRADE EL: 7.25 1=T. LITTLE PECO'NOIC BAY . ill = 10'-0" "/FT. TOP OF POOL 6.4 FT. GONG RETAINING WALL EXISTING BULKHEAD 1/4 1/8 /FT. " — �..f SEPTI G W/ WATERPROOFING LEAGt�I NCG TANKAUG 2 9 2019 I 1 POOL EX15T. GRADE 4.1 i Z BOT OF POOL 4.4 FT. �� SITE PLAN IE. +6.65'- IE. +6.07' N GROUND WATER ELEV 2.4 FT SEPTIC PROFILE RESIDEINCE 3 (N.T.S.) AS-BUILT