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HomeMy WebLinkAbout1000-17.-1-4 OFFICE LOCATION: OF SO -,o MAILING ADDRESS: Town Hall Annex �� lQ P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 coUNr1,�1ct� 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: May 9, 2019 Re: LWRP Coastal Consistency Review for BIRDSEYE ROAD, LLC SCTM# 1000-17-1-4 Michael Kimack on behalf of 1505 BIRDSEYE ROAD, LLC requests a Wetland Permit for clearing and grubbing approximately 16,000sq.ft. from westerly property line following top of bluff/bank to easterly property line and setback 100ft.; infilling: approximately 1,293 yards of the area from proposed landward side of non-turf buffer to 100ft. setback at cellar foundation; proposed I/A system for proposed dwelling; install a 4ft. wide by approximately 155ft. in length ground level foot path, commencing from landward edge of proposed non-turf buffer to toe of bluff with IPE wood step edges; create and perpetually maintain a 15ft. wide non-turf buffer commencing at the westerly property line and following the top of bluff as flagged by Inter Science, converging with the top of bank as flagged by John Bredemeyer, Town Trustee and continuing along such top of bank to the easterly property line, planted with permissible vegetation; construct a two-level dwelling on a cellar as follows: cellar (garage) 2,842sq.ft., first level enclosed area: 2,826sq.ft., second level enclosed area: 2,887sq.ft., total enclosed areas: 5,713sq.ft., first level deck: 2,655sq.ft., second level deck:1,756sq.ft., total deck areas: 4,411sq.ft., pool: 963sq.ft., with a total first level footprint of 6,444sq.ft. Located: 1505 Birdseye Road, Orient. SCTM# 1000-17-1-4 A similar action proposed on the parcel was reviewed on February 16, 2018 and recommended as inconsistent with the LWRP. 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 on the new submittal and my assessment, the proposed is recommended as CONSISTENT with the LWRP provided the following is considered to further policies 4 and 6. 1. Require a non-disturbance buffer at a minimum of 30' in width from the top of bluff and bank to preserve the long-term integrity of the bluff system, areas containing 20 percent slopes and accept storm water from the land areas sloping towards these features (Figure 1). 2. Verify what will be cleared and method at the top of bluff/bank. The clearing up to the top of bluff/bank is not recommended. �->g., ems. '� x � \. rx^w;rr - a- ,, r*', � J 1, Fj' or" Figure 1. Subject parcel showing 1' topographical contours and 20 percent slopes (ArcGIS). 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 Town of Southold k L%..E I V E D LWRP CONSISTENCY ASSESSMENT FORM [MAY 0 6 2019 Sout o 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 ninon the,coastat&ea :Which inchides all o£'S©uthold Toviml. 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.extilained in. detail, listing both supporting_and none-. suppordina facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it-shall-notbe.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# ,C7 PROJECT NAME 1���;� �Sa/,� A/J L_L C — /l�, GU dGf�.ELLIJV 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: S� �L?���,�sc�J�T oiy �QGCD�yd�ylz 7 1505 BIRDSEYE ROAD, LLC BOARD OF TOWN TRUSTEES PROJECT DESCRIPTION CLEARING and GRUBBING: Approx. 16,000 SF from westerly property line following top of bluff/ bank to easterly property line and setback 100 Ft. as shown on Site Plan A100.2 INFILLING: Approx. 1293 yards of the area from proposed landward side of non-turf buffer to 100 ft. setback at cellar foundation as shown on Site Plan A.100.1. ON SITE SEPTIC SYSTEM: Proposed I/A system for proposed four (4) bedroom dwelling as located on Site Plan A.100.1 and 2 BEACH ACCESS PATH: A 4 FT.wide by approx. 155 ft. in length ground level foot path, commencing from landward edge of proposed non—turf buffer to toe of bluff with IPE wood step edges as shown on Site Plan A.100.1 and .2 SECOND FLOOR EAVES OVERHANG; The second story roof'line extends two (2)ft. into the 100 ft. setback line for a distance of approx.. 30 ft. (60 SF). Permitted under Chapter 280-104 of the Zoning code NON—TURF BUFFER: Create a 15 foot wide non-turf buffer commencing at the westerly property line and following the Top of Bluff as flagged by Inter Science, converging with the Top of Bank as flagged by John Breedmeyer,Town Trustee and continuing along such top of bank to the easterly property line as shown on Site Plan A.100.1 and 2.The non-turf buffer area will be planted with permissible vegetation as approved by the Town Trustees. Location of action: Site acreage: Present land use: VA04N7— L a 7� Present zoning classification: 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: _ Z:!CaS 91,0D5A—:_X1e5 RQ AQ,,_L L. C (b) Mailing address:_ �.U. Q,QpWAy, ON/T 4A 4 /y Gtv YN (c) Telephone number: Area Code( ) 212 964— 92?7, (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. I)XVIRWPER OAST I"OUCH" 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. V-Yes ❑ No ❑ Not Applicable 6 Q5 .4 c9a 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 lmt'�,d Not Applicable O O 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 Q L A4 RZZ61& /V IZZ C 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 ❑ YesC! No ® Not Applicable c _ /A! ill/ Z r /Z PA VA �R �E -4 4V4&0 EC77Q U �•er«may-- r=:iQr .4 Z' r O 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 nd Not Applicable ' L L' r 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 Applicable POZ/cy A ��.� JB1. To ffs o►r c 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. F] Yes F] No 0 Not Applicable Attach additional 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. n Yes ,] No)K'7N' 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. vel ] No Z Not Applieabl P/JLl CY q ) 7PY ' P,809 5-c 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 LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No M 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 ICJ", Not Applicable (3 0 S 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 F1 No YNO' Not Applicable Z,5: N o0 ,e!9 G& C'U�.,e,4Z- 25014S' nV 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 X Not Applicable ■ J PREPARED BY i�?�l- -. kZY4 ize _TITLE 6z5FAy�'� DATE 4,/ H OJ SURVEY OF PROPERTY TTOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-17-01-04 10 SCALE. 1'= 40' 112 Zone Line ro OCTOBER NOVEMBER 300,, 201212 (REVISION) JANUARY 2, 2013(ADDITIONS) v ZD ,4 ?q OT` �1 D) E`7 E f1 32 30 G �v Ory tI APR O Lo19 (i °t0 LARGER .;'brit!-131n 1 N d�01G � 1ry�i 2B 2s �¢ 20' i to �O FR.HSE Sfpcit . / A % I N 12 6 N U71L LA. 1 POLE Cd18 v� r de's, / U 2 w 7 qko U71L POLE /WELL�50 TEST HOLE DATA •WELL \ McDONAO D£OSdENCE P 100/03112 Q 21.9' P�� p1J\N° x rH rBROGRAEt YswDrERS Y XT ML \ P \ WATER IN PALE BROW S9L7Y ML 21' \ WA TER/N BROW CLAYEY SAND SC \ SEPTIC 110'+ WATER/N BROW RNE TO COARSE SAND SP so. W. NOTE.• WATER ENCOUNTERED 18' BELOW SURFACE O,^ •O. 9� ■ = MONUMENT CEHL from CEHAM Photo 48 Flood Zone lines from FIRM 36103CO064H and actual contours. 30 ELEVA770NS AND CONTOUR LINES ARE REFERENCED TO NAVD. o� AREA= 1.356 ACRES TO TIE LINE =W Eo l am familiar with the STANDARDS FOR APPROVAL M m AND CONS7RUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and WIII ablde by the conditions set forth therein and on the permlt to construct. i,qv i1„ The location of wells and cesspools shown hereon are C�� from field observations and or from data obtained from others. ANY ALTERARON OR ADDITION TO ?HIS SURREY IS A NOLA77ON 1� OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77oN LAW. 1� EXCEPT AS PER SECTION 7209-SUBD/NSION 2. ALL CERT/RCARONS ,QjN ROAD _ rrs lC. NO. 49618 HEREON ARE VALID FOR THIS MAP AND CA°/E3 7HER£q�ONLY IF (S,P ,25 PECON j� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (6OLX �� 765-1797 it•1IOSE SIGNATURE APPEARS HEREON SOUTHOLD N Y 971 T 12-260 air ISLAND L 40 O to75 4f,60 9 62 t�.) - 2jDA11 A i5-4 22 Is 44 2]A Z!IA 7A2091 191 9, 21 Ilk I 11A is 31 2 7 23 10 41, !L2 7N sx2s21 - 5 N0 10 W 12 �k 2 o K SOUTH SECTION NO NOTICE COUNTY OF SUFFOLK E Real P perty Tax Service AgenCy y 10 01e � 017 zL. AM NO 7000 PR—O—PERTYMAP p L i y iii �r M 4 j1 dam � as DEFlTOD�X55 2O% • � "pGAr,DIDR A SLOPE SNEE1 18 /f 0 ERp510N H Z�29188 C OppSTA�7,65, t0E OF ON+K N.�DE PN -113 pTO uNDAR �O 1 0 FIRM ZONE Bp 2 1 FL TOWN DTRUSTEE. 14 BANK yER, TO J Bµ �* 1s o� 76 YDPpHN 6R_D p _ 6 - _ x+ *- 2 1 8 28 } L9 v0y 8 u � CEOF BL PN�ppGE •�O+ �T OSSA NFD A'' ,• .. 3D GONVERGEN'UR\SD1GS10NP E Poll �� /X. IG4R G��,tER� pM,c0�1NERGENGEPO\N\ �6 yyf1N A SLOPE ^L 1 a o? ��!p F -- S1 �23�14, N d, 15' _N LOT DNE. NN NMLAGS", 110 0 EX Nro AREA OF 18 i v O 00R SEP77C "a �� 2 yy y " a N -1 UL QO�? Q�G 013 Pb fR 1 r _ ti E _ a � OHILNT HOUSE 1505 BIRDSEYE ROAD ORIENT NY1 1957.. _... DESIGNER: C A R L 0 S �. 'wq s..•a>„rte .rv,r S T U D 1 0 561 broadway,4A/4B New York,NY 10013 T 212.966.9292 F 212.966.9242 ARCHITECT OF RECORD: } Andrew Pollock Architect, PC 56 SOUTH OXFORD STREET, BROOKLYN,NEW YORK,11217 T:212.620.0044 �G TE aoREW i o. m j 20f YO DISTRICT I ()Of) SI;C"TIDN 17 I3I,OCIS I ,t r Lc. .._ I_ — a /--T,CONVE{PVN/CE/ / /F/OINT/, 7 / 7/ / // • d . � + lll , llllr �� gdllll ' lll �. •. . :-.: f' 'i•l /, ll, 11, 11/ / l/ i !�F��,�, 1/l, l/l/ l/l, � , r. I ` r / j� I 4r1 4F � I 1t,1'� ;-•i;:�F';i,-. i:,, ,•,c ;F e'''rr' 4 91- '-�`�' �-�:I ( �'�I ,'•_ ;o (.q^.,- .,, ta•:- go,Cr Fri=,,,. ,' , M'DONALD GEOSCIFNCE 10/03/12 W I4'. EL. 2t9' PALE BROWN SANDY SILT ML W1TH GRAVEL IN LAYERS " THE WATER SUPPLY. WELLS, DRYWELLS AND CESSPOOL LOCA PONS SHOWN APE FROM FIELD 09SERVA TIONS AND OR DATA OBTAINED FROM OTHERS, E, WATER IN PALE BROWN SILTY ML 21' a`.; fr :r, er < a r1, N r <:n, ,t WATER IN BROWN CLAYEY SAND SCn,r ,,,A- ,-,'r'A .r.r •N +Ii Till F a r , AF.N{T 17,1 elJ(-'- .,F-" 31' �FFPf EC ,' .,I- ,r �,r ��; � � 201 WATER IN BROWN FINE TO COARSE SAND SP 38' FFNNF.T11 M WOYCHITK LAND FURCEI'IYG, PLI•(' -- NOTE: WATER ENCOUNTERED 18' BELOW SURFACE If'''' C' '1'''• rl'ti'. "1' Protrsci„nal Land 111I'\' 1'In 11111 Ur.i;>n P.O. Dos 153 Agiu-1-gile, N,w 1'nrk 11():11 n•f1'• 7,Ti "Y , 4° Y^`••s' ` `_ PIIO\F: (R311�HA-15flR PAC(611) 2011-13PH1 Hobrrt 1 H.n , k Krnnrll,NI �n,c neK DESIGNER: ARCHITECT OF RECORD: PROJECT: DRAWING TITLE: JOB No: 1705 C A R L 0 S DATE: NOV. 16.2017 w�° SURVEY ORIENT Z A P A T A SCALE: 1/3211=11-011 � � x ,,� ; r� HOUSE Andrew Pollock Architect, PC SHEET NO.: S T U D I O °��� 1505 B I RDS EYE ROAD 561 broadway,4A/4B New York,NY 10013 56 SOUTH OXFORD STREET, rnR �`. BROOKLYN,NEW YORK, 11217 KORIENT NY11957 T 212.966.9292 F 212.966.9242 T:212.620.0044 DRAWING INDEX ZBA CODE INFORMATION: A.000 COVER A. In conformance with Building Setback Requirements Adjacent to Water Bodies and Wetlands S° SURVEY280-116 A ( ) ��° �� \ A.100 DRAWING INDEX / DIAGRAM The proposed building is in conformance with the 100 foot setback requirement from a "bluff". volp This particular property does not have a continuous bluff and, under that circumstance, the �/ ro_gtg NK A.100.1 SITE PLAN board of Town Trustees In a letter dated September 21, 2018, specifically addressing this property, made the following A. SITE PLAN CLEARANCE DIAGRAM finding: /BLUE ANt ''' %'' - - \r". TOP OF BANK AS FLAGGED cON -RGENCE Item D: "Setbacks" %i - BY JOHN BREDEMEYER, / /�p}NT'- �`� , TOWN TRUSTEE Setbacks are perpendicular lines drawn at a 90 degree angle from the feature ( in this case bluff) that they reference. \' -% ! When the feature is a continuous line across a parcel from property line to property line, such as a side yard setback, the setback will continue along such feature for the full length of the feature. In the event that the setback is not a continuous line running from property line to property line, but rather a geographic feature that ends at a fixed point, (a convergence point "✓ - =� 2 of bluff/bank), within the subject properties boundaries, the setback shall run as a �' �•, '� 5�q� %, f perpendicular line at a 90 degree along such feature, until such time as the feature reaches its fixed end point (convergence point of bluff/bank), at which time the setback shall arc EXISTING CREST OF BLUFF �j ADDED BY INTER around the fixed point. FLAGSSCIENCE ON 09/23/14, The Bluff/ Bank Convergence Point has been reviewed and approved by the Board of Town EXTENDING THE BLUFF CREST Trustees, in consultation with the Asst. Town Attorney and Town Engineer TO EASTERN LOT LINE ,..; A. 100' SETBACK FROM BLUFF CONVERGENCE POINT \� PROPER SCALE N.T.S. B. Building Design Does not meet Definitions of Basement or Story -- y-— — — Proposed Cellar design is not a basement as more than % of its height, measured from floor to ceiling, is "below" the average finished ,, grade of the land immediately adjacent to the building. In addition, the Cellar design does not meet the definition of Story Above Grade Plane FNIS E G�AC.IE LINE as found in "definitions" under 19 CRR-NY 1240.2 Chapter XXXIII. -- I =T�� FINISHED_ f LINE / 7AINI G - 0 0 x CELLAR =� — NIsis — WALL AXONOMATRIC SCALE EXCAVATION VOLUME DIAGRAM (D 8i © ( ® O 122'-11 1/4"}1 '1 126'-2 1/8" 112'-6 7/8" 1 - --..72'-0" " 95•-10 1/2' B. CELLAR —J EXCAVATION: 5,500 CF O'-B FINISHED DE LINE FINISHED RADE LINE - TOTAL BASEMENT WALL AREA: 2,856 SF (MIN. 1,428 SF) 6L 3 UNROLLED WALL ELEVATION D INFILLING #1: 34,908.25 CF - PROVIDE FOUNDATION COVERAGE: 53.33% (1523 SF) SCALE : N.T.S. ff- FOUNDATION COVERAGE CALCULATION DIDN'T CONSIDER SWIMMING POOL iissF 80S 144SF 800SF 377SF 7SF I INFILLING #2: 18,446.63 CF TOTAL FOUNDATION COVERAGE: 1523 SF INFILLING#1: 34,908.25 CF EXCAVATION: 5,500 CF C. In conformance with 280-104 Exceptions and Modifications 10p � \ The cantilevered roof does not project more than two (2) feet into a required yard at any point �`'� �:' INFILLING#2: 0 �G�s �d? % \ 18 446.63 CF e: � / 1TOE OF BA IVK l Ilil'J/ -- �.� •� •$LUF ANKj' � TOP OF BANK AS 0 I FLAGGE ON BY JOHN BREDEMEYER, pQ{NT. jam TOWN TRUSTEE %���)� �--_ � I///%�� q�, =�='/!i�/'J'� )�r til �.i�P�"�••� .1 ITR 19 2019 EXISTING OF BLUFF TING ADDED -- D BY INTER SCIENCE ON 09/23/14, EXTENDING THE BLUFF CREST TO EASTERN LOT LINE EXCAVATION & � { 5 INFILL VOLUME DIAGRAM - SCALE N.T.S \� „ r PURL 4 C. EAVES OVERHANG SCALE N.T.S. DESIGNER: ARCHITECT OF RECORD: PROJECT: DRAWING TITLE: JOB NO: 1705 C A R L 0 S DATE: APR. 01.2019 DRAWING INDEX SCALE: N.T.S. Z A P A T AORIENT HOUSEDIAGRAM I n n SHEET NO.: Andrew Pollock Architect, PC S T U D 1 0 56 SOUTH OXFORD STREET, 1505 B I RDS EYE ROAD 561 broadway,4A/4B New York,NY 10013 BROOKLYN,NEW YORK, 11217 ORIENT NY 11957 '�'R..w-�-� A61001 T 212.966.9292 F 212.966.9242 T:212.620.0044 NATURAL SLOPE IPE WOOD MAX. 1 :8 \ STEP EDGE 20.0' 10.0' GO SECTION \'\ Z BEACH ACCESS �_k \ate SCALE : 1/32" –1'-0" Q<G� 4' B CH ACCESS �> NYSDEC COASTAL EROSION �0 �O m HAZARD LINE:SHEET 18 PHOTO Q C ARED, & BUILT \ - 5'-0" TYP. Y HAND ACCESS FROM •�AND #4765183AUG.29, 1988 COMPACTED E of BAN _- — \- — - SOIL �^- —1_roEOFeANK` IPE WOOD SLOPE STEP EDGE MAX. 5% EL 21.9' 0.0' �R�'�OtiFe r PALE BROWN SANDY SILT ML io o�ti�Ry ANCHOR WITH GRAVEL IN LAYERS •�0 �. oo /\� v AS NEED oO�i ��nl SECTION DETAIL EL. 3.9' 18.0' WATER N PALE BROWN SILTY ML DcrO/' �`` /� \ V r NON TURF BUFFER WITH \ `\ .r PERMISSIBLE VEGETATION AS s RIPE WOOD EDGE STEPS 21.0' APPROVED BY TOWN TRUSTEES SCALE 1/32" =1'-0" ('SEE CHART) WATER IN BROWN CLAYEY SAND SC R,S TOP OF BANK tio?� BLUFF/BANK \ • T CONVERGENCE POINT �,: `�• J'° ••\, B O,c B N 31.0' FRS �� WATERINBROWN FINE �g� �� v 38.0' TO CO RSL SAND SP �� ./ ` BOARD OF TRUSTEES Ate\ \ Q � t �J�� \, NOTE: WATER ENCOUNTERED �\ \ TOWN OF SOUTHOLD +18 BELOW SURFACE —7 EXISTING REST OF BLUFF `•- / ��� _1. , :........ .. . FLA ADDEDBYINTER \ �y �\ r " i m DATE `S Zb(J TEST HOLE DATA CIENCE ON 09/23/14, v. `r3 �- M C D O N A L-D r \, �; "� 4 TEST HOLE ERTEN TNG THE BLUFF CREST v'y j �� ' * G E O S C I E N C E -- - - �L �d. `'Y21(�2.-t; SCALE N.T.S. TO EASTERN LOT LINE. f v s, NEW 4' FENCE — — 10/03/12 PHOTOVOLTArC ROOF/ \ i \ • o•. `� ' TERRACE s -01� ; 0, G � PROVIDE SIGHT INLET _- POOL,/,/ f FOR MAINTENANCE / \J� 35 EP /^ ;��, ' POOL �\ PVC INLET LET - 8" THK. PRECAST \ Q's DECK DECK ' i PIPE FROM -CONCRETE TRAFFIC `✓ � "�� ROOF LEADERS BEARING SLAB ZNh \ _ _ v ;,,.... SDR 35 PVC INLET EXISTING ` � , �GAVEL i PIPE FROM M ROOF sEaTic LEADERS AREA INTERMITTENT VE�A _POND _ NON-WOVEN GEOTEXTILE, i h F, � CD � � : r n n n , tj 11 11 1 1 i OVERLAP SEAMS 1 2" MIN S r - i 15; i a i �{ i g r n n n n ❑ r n ti n i r i NEW 4' FENCE 0 8' DIA. X 8' DEEP - .. i r n n i n -., n n ❑ ❑ n a r i - // I PRECAST CONCRETE �- •. �� moi-'��— .� r� � i r: n o i n a u n i � NEW 4' FENCE I r [ n n (I I n n o, . i LEACHING RING * FENCE WILL BE LAID TO AVOID LARGE TREES ��O AND DISTURBED AREA WILL BE REPLANTED �`, / \`. =^` -`E44% f� _6 NON-WOVEN GEOTEXTILE, WITH NATIVE VEGETATION. i \ = i OVERLAP SEAMS 12" MIN CD NEW 4' \ PROPOSED FENCE20 , 0„ WELL C GROUND WATER �, _ WELL DRAINED, UNDISTURBED z - - NATIVE SOILS LOT COVERAGE — / oz5y° >WATER ENCOUNTER NEW @ 18.0' TEST HOLE CLEAN SAND & - LOT AREA: 59,067.36 SF (1.356 ACRS) DEER GRATES 'ova NOTE: USE MCDONALD 8'-0" DIAMETER GRAVEL FILL - BUILDABLE AREA (LANDWARD OF CEHL LINE): 35,698 SF �� /' � GEOSCIENCE 10/03/12 - MAX. LOT COVERAGE (20% OF BUILDABLE AREA): 20% OF 35,698 SF = 7!139.6 SF �',� / �• , %4P NEW MIN. 2' 0" MIN. 2'-0" 0 TOTAL BUILDING COVERAGE: 7,047 SF (19.74%) ��' P. N ENTRANCE GATE TYP. SECTION @LEACHING POOL (— SITE IPL f (GRASS SWALE DETAIL) SCALE :x/32" = 1'-0" % �J SCALE N.T.S. I WELL WELL DESIGNER: ARCHITECT OF RECORD: PROJECf DRAWING TITLE: JOB NO: 1705 C A R L 0 SDATE: APR. 01.2019 4 �Ra SITE PLAN SCALE: 1/32`z1'-0" Z A P A T ARIE NT HOUSE SHEET NO.: Andrew Pollock Archite S T U D 1 0 56 SOUTH OXFORD STREET, 1505 B I RDS EYE ROAD ' APR 19 2019 561 broadway,4A/4B New York,NY 10013 BROOKLYN,NEW YORK, 11217 T 212.966.9292 F 212.966.9242 T:212.620.0044 ORIENT NY11957 �w.r� °� ` --ANCHOR STAKE -- LOOSE STRAW WEDGED BETWEEN BALES COMPACTED SOIL ADJACENT TO BALES TO BINDING WIRE 2" x 2" (NOMINAL) WOODEN STAKES PREVENT OR TWINE OR STANDARD STEEL POSTS OR UNDERMINING ' EQUIVALENT. MINIMUM OF 2 PER BALE. it / _ �, (, I \� ��� STAKED AND FL1 V' ENTRENCHED OW i r � Ir,� V V'�� I I STRAW BALE oo w` o I `vo \-0' X GROUND i _ EXISTING 0 0 / MINIMUMED4"TDEEP HBY WIDTH OF BALE 00 P �m ISOMETRIC VIEW TYPICAL_ SECTION ��: 4' BEA ACCESS w� NYSDEC COASTAL EROSION COQ.� - C LEA D & BUILT BY HA� /4 -- HAZARD LINE.SHEET 18 PHOTO e,. A ss FROM LAND #47-651-83AUG.29, 19882 STRAW BALE DIKE DETAILS TOE ° 2F BAN —_\ SCALE N.T.S. Q FLOW DIRECTION _ Qo w36" MIN. 2X2 _ FENCE POST 41���1 /'� \'\ �� �„ GEOTEXTILE WOVEN WIRE FENCE ' ,MqX % FABRIC (6X6 -1010 WWF) z TO C% FILTER CLOTH T P - F GROUND EXISTING EXCAVATED AND o s' �t ��`iii.'i�-� � r O� - o� BLUFF/BANK '�' T BACKFILLED TRENCHCN CONVERGENCE POINT - ey 0- '/0 EXCAVA-TFI) AND _ \ EXISTING GROUND +Ir N BACKFIL D TRENCH `` ••' PWO „i GFp 01 �\ �Ci p •.�.` // EMBED FILTER CLOTH01 j MIN. 6" INTO GROUND X ISOMETRIC VIEW TYPICAL SECTION 3 SILT FENCE DETAILS SCALE N.i.S. EXISTING EST OFBLUFF �. '� ���� O� 3/4„ 08„ FLA ADDEDBYINTER �.� �`� \ %G R` THREADED BOLT CIENCEON09/23/14, <•� `r' (C/W NUT AND EXTEN ING THE BLUFF CREST ,� r' `� `�� WASHER WELDED GATE W/WIRE MESH \0' 2 NEW 4' ) WOOD POST TO EASTERN LOT LINE. �� �' TO SUPPORTIP / , WOOD POST Si J v 0 FENCE �' / @10' O.C. \per PHOTOVOLT YC �'�; j NON TURF BUFFER WITH \`Fj ��� ROOF,' �� >°� � LATE s _ 1-17 2 1 ?_ GA. PERMISSIBLE VEGETATION AS �`��`/_ �' a li a, 9 BARBED WIRE APPROVED BY TOWN TRUSTEES ��:• i+, \ ° sr/ N �i s ,� o . SEE CHART oQ '� \�i O �. W DP TERRACE �� HINGE a >. � 61 � �, - STAGGER HOG RINGS V POOL;' i _ OR WIRE TIES AT 1 '-0„ EP ALTERNATING INTERVALSPOOQ * �Oxx DECK -� > - ii • i o - - 11 GA. WIRES EXISTING @6 CENTERS - G ,AVE - SEPTIC i R AREA \ INTERMITTENTD IVE A `N 1 2 1/2 GA. POND BARBED WIRE NEW 4' FENCE FRONT VIEW- BEACH ACCESS GATE 4 FENCE DETAILS � I --- 0 -- -- q SCALE N.T.S. POST CENTERS, 68 WOOD PROPOSED ,�. WELL -END POST INDEX :' `, i EROSION CONTROL SILT FENCE SURROUNDING CONSTRUCTION NEW 4' FENCE % PROPOSED \- HINGE \ i 20, 0," , WELL DISTURBANCE `�, y - v� �� -GATE W/WIRE 60 MESH PROPOSED CONSTRUCTION ACTIVITY AREA:PROP NEW i . TEST HOLE � I >1,28SF i .r I 6 AUTcLS REER GRATES / NOTE. USE MCDONALD AREA TO BE CLEARED OF DEBRIS, DEAD AND/OR DYING TREES, GEOSCIENCE 10/03/12 TOP VIEW-BEACH ACCESS GATE APR 2019 TREES REMOVED IN CONSTRUCTION ZONE. �, P. �� NEW 1 g REMOVE GREENBRIAR VEGETATION. TRIM TREES AT TOP OF BLUFF. f�jJ ` N ENTRANCE GATE 5 BEACH ACCESS DETAILS 4' FENCE , SITE PLAN ' SCALE N.T.S. - SCALE /32" = 1'-0" r� ij r y/ WELL_. WELL DESIGNER: ARCHITECT OF RECORD: PROJECf. DRAWING TITLE: JOB No: 1705 C A R L 0 SDATE: NOV. 16.2017 REa S ITE P LAN SCALE: 1/32"-1'-0" Andrew Pollock Architect, PCz A P A T AHOUSE Wer CLEARANCE DIAGRAM SHEET NO.: ORIENT � S T U D 1 0 1505 BIRDSEYE ROAD 561 broadway,4A/4B New York,NY 10013 56 SOUTH OXFORD STREET, q BROOKLYN,NEW YORK, 11217ORIENT N Y 11957 ©'� ��5. t T 212.966.9292 F 212.966.9242 T:212.620.0044 N�YAR A ,, 1004, 2