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HomeMy WebLinkAbout1000-54.-4-31 OFFICE LOCATION: �� soyo MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Telephone: 631 765-1938 cOUNTY,��� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 14, 2020 Re: LWRP Coastal Consistency Review for 8100 HORTONS LANE, LLC SCTM# 1000-54-4-31 Michael Kimack ontbehalf df 8100•HORTONS LANE, LLC re4uests•6n;Ar3iendmenttt6,Wetland Permit#9346 to demolish existing one-story dwelling with garage, foundation, outdoor shower, porches, steps, cesspool, water well, shed and stepping stones; backfill disturbed areas; construct an elevated three-story, 1,713sq.ft. dwelling and 730sq.ft. of terraces with 18sq.ft. of third floor outdoor shower and 60sq.ft. on-grade landing for a total of 2,521 sq.ft.; install an I/A Wastewater Treatment System and install gutters to leaders to drywells to contain roof runoff. Located: 8100 Hortons Lane, Southold. SCTM# 1000-54-4-31 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. 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 ti w. LWI�p CONSISTENCY ASSESSMENT FORINT ,` =`�"�-4A ` � � �� `�' A. INSTRUCTIONS' JAN 1 4 7021 1. All applicants for permits* including Town of Southold agencies, sh �^ ` `t'.o ,o,n,r; g F f' h�§WQAF r proposed actions that are subject to the Town of Southold Waterfront Consistency Review I.,aw. "11is assessment is intended to supplement ocher information used by a Town of Southold agency in making a determination of consistency. *Fxcept minor exempt actions including Building Permity 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 Waterfiont Revitalization Program. A proposed action will be evaluated as 'to its sienificant 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 LWR.P policy standards and conditions contained in the consistency review law. Thus, each answer must byee_ xnlained in detail, listing both supporting and non mu tins facts. If an action cannot be certified as consistent with the LVYRP 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 PROJECT NAME ._L C The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees l. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e.g. capitaI 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: 1,1/y. /�1,1j R Location of action:_ -Z�10Z2— Q� d✓�_L.4/V, SD tJ9"�J� Site acreage:-----,2--7-Z6—.— Present creage:, M-,2- 7- Present land use:,����b��� Present zoning.classifcation:=_ 40 2. If an application for the proposed action has been filed with the Town of Southold agency, the followin information shall be provided: g (a) Name of app] Q ZI-OW 1111 S ZAV C (b) Mailing address:__6�: � (c) Telephone number: Area Code( (d) Application number, if arty: Will three action be directly undertaken,require fielding, or approval by a state or federal agency? Yes 0 No If yes, which state-or federal r envy?� 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. AR M LOPI +`1) CMONST LOT CJ Policy L 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 LWItP►section III-Policies; Page 2 for evaluation criteria. Yes Q No E] Not Applicable FP�,1.1r v�no.��.V iOp,G`1.�C!���—,��-���1pc.,1l�I',►._�¢r•�--�lllLll �I'1�.y � 41, '�.G_o,�C�T_/�'—,��/--� d..L�le�'ti .4a1 1___r_7—�i�y►-112�..__�.f.�_CAW Attach additional sheets if necessary — Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold, See LWR.P Section III'-Policies Pages 3 through 6 for evaluation criteria �--1 Yes 11 No 9 Not Applicable /.���'CN,q moo[/3/•;/C � �P,� aU�c' S��2 Tjj1[ 11 � 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 E<1 No ❑ Not Appllicable __ _ •"�r p/.�..r/i.�i �uq-� �vis 7 .- Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWR? Section III--Policies Pages 8 through 16 for evaluation criteria Yes E] No ❑ Not Applicable ZZ?4 EEC IAI Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWR.P Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No P�N Not Applicable 1, 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 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 wastes. Set; LWR.P Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes No ❑ Not Applicable J`i��� .. �tl a�►-_,l�,q 1`�,-".4.t/�-�dig t.� �' ��"-,"x.1.2 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 LWR.P Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yeg No❑ Not Applicable p&ep�l Attach additional sheets if necessary —' — "-- —---- -- --_- �.-_ WORDING 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 E No 0 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 D 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 n No Not Applicable �v 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. YesE] No Not Applicable ------------- PItEPAREI) BY DATE_jF, -ea,/8' - - - - - - --- - - - - ------- - ---- -- -- ---- - DiSalvo, Diane From: mkimack2@verizon.net Sent: Monday,August 31, 2020 10:51 PM To: DiSalvo, Diane Subject: RE:Amend Permit#9346 - and Extend - 8100 Hortons Lane LLC Hi Diane: It is a little confusing. Lets try following; Wetland permit to demolish existing one story dwelling with garage,foundation, outdoor shower, porches,steps, cesspool,water well Shed, and stepping stones; backfill disturbed areas; construct an elevated three story, 1713 sq.ft. dwelling and 730 sq. ft. of terraces With 18 sq.ft. of third floor outdoor shower and 60 sq.ft. on grade landing for a total of 2,521 sq.ft. Install an Innovative wastewater treatment system and install gutters to leaders to drywells to contain roof runoff, in accordance with Chapter 236 of the Town Code— Stormwater management; as depicted on the site plan prepared by Nathan Corwin, Land Surveyor, dated July 20, 2020. Best From:,DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Sent: Monday,August,31,202010:07 AM To: 'm ki mack2 @ve rizo n.net'<mkimack2@verizon.net> Subject:Amend Permit#9346-and Extend-8100 Hortons Lane LLC I am looking over your request to Amend this permit and am unclear what your project description actually is. Please send me an email which details same. Thank You D%nvue Di SGILVO 5outthoLd Towvi,Trustees 54375 Route 257 -P.O. gox 1179 'Southold, NY 1:L9 j 1 (/031) j 65-66.41 1 ,�, s.r.ria•+q ce.m -.�Y� - _ f _'_- z.!- ..h :� -.fl_" ,�;'. - .r 'l,' - {✓`,'�,. ter:{,�+ 'K£,` - '�: .. •x, �4^" �•,�+e-<��,n^ s,.: +p^j*•'6' Lo „ ; ctj ar'ii .'�t'�.• x, 'j_ A DC7 r _"•;y„ 4"""`,R,.r�a,. u, >.. ,• ;p•�- ,>„^.,o., .pY_'�`;,r'^r,! T,,� y�°�'""-,t a.,i'�r/ `.('' .� 'ti:^ �*. "�:j, '`\I�i lw.I' `�s"a /'£N_., ' �'r V,__¢p 1F +,yi ,, '•�!'i� .,ma'y"`y." � _ y1.�'1 1 .�f �� .x:^�. �"In-�• ����Nh.;n_"a,- �s��""\iS,.�`�i. r�`,t',�-?i.., k/ V � :r" f`y°j^�y,�,�„/, r. 't' - �,r`g�':'`q'�'4.'��,,•�; �:°"xa:»C<,`�d.S',1;,�`,:��, ,f :c- ��,'^ � � a''"= ���" v:��",'�",, }w','��.,�w;�;;�y�;;Trn,�o �s �r'�„«�+,�y�r�,r.r,�� ��• k �, `�' '-y7 '� �'�'• ��;�,yrt� 'yy;,,�5a,fin, n!' �."� �:ia' t, r"�w` TO solp IER vmw- dSV� � °-x'. -�',i•.�•-rte"_ � - 1�/:r�tr'�,.,y: ri ,�n1, s'� �yy. ,,1J .'T9�r;y`'f�^`,i,, }->'• / Al a 4i`., ^ ' 00. if - �a �"'r'r; :';FJr�:'iia"�,�'sH` .-S., x ✓ ' 1✓'.%mA � �.,r.N��.�. �W "- ..:. y , �y,;:,= Y•;` - - mss. TEP C9I i \ '` ;: J `< pWATER aF,. ;{ _, �." .,,,, ,.: x•'�•��. — .UNE �� � 907.63 / � _. O,i`;,Y,`V•. ;' ;w�-�=y 1�,�__ � � 'S,+Y;�(^�'-c;�S��'--='b -\ � `♦, + P= • ip, 0" tc) I coNc_ MON_ I FOUN Qv N DE CEHL AS SHOWN348. 14' COASTAL EROSION 'n HAZARD MAP I r TI SAN, v (1)Horton lane LLC Taken July 1, 2020 Looking NNW i. i / t r (4)Horton Lane LLC Taken July 1,2020 Looking SSW . 'lli�l� 11��111 (3)Horton Lane LLC Taken July 1, 2020 Looking WSW r ,� _ 'llglllll�l !hllllil ,, {2)Horton Lane LLC Taken July 1,2020 Looking WNW ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS N/0/F AND DESIGNS CONTAINED HEREIN L'WALD KARDINL'R & ,V �5 Q .� ARE INTENDED FOR THE SPECIFIED S 6405 '00" E JOSL'PH TOMITZ `' LOCATION AND CLIENT. UNDER NO w 00 41 6.9 5 Q W M 1 I 1 I `+k.: co 1 CIRCUMSTANCES SHOULD THEY BE 1) I USED BY ANOTHER PARTY OR IN t rouNb CONCN.. I I o ANY OTHER LOCATION. l..J - - _ _` _ "_ • ` . -.-`-r� +�at�s `._ "_ £; ANY CHANGES MADE TO THE PLANS \. BEACH FENCE ZPLtT RAI FENCE `FFNCE ' K f 0 gip; .. E.. �1 —GRASS £° � ,.z's. N o.5's. o.t_. �,: � _� ��. _ _ �_ �r"^ '��::_ ��� NOT BY BARNESr - _ -- -�C E :. L _ f_� Oj 1 ` -� �BRus� y.�,,. �.� �.•, � `.;��,�._ <,,,,� ,,� .� „_ '�"+ �.' >��-.y .-s�i'":,''< °� ...�"..n,,ti � wiaV,}M �,_ O COY ARCHITECTS, J ' ' -,�•'.Y"'-- 1 ` EDGE Of` ; ' ..s_ .Y .: `..c:. v"` -24 ul ,°,,:'�. .c<' .: "'war.a1°.•1'W- y i YY / 4 P.C. OR WITHOUT WRITTEN rL ~� O _ CONSENT OF BARNES COY �` — —� �' P, z — \ BRUSHaj a l ' ` -- -�'„ Z -- —Y- ''`- �' ''` #.$ ~b ARCHITECTS, P.C. IS IN VIOLATION 4 pI( /„ m \• \ `\ '' .:s�G;; \ \-..._ N y OF LAW AND STRICTLY PROHIBITED. w j 262'.2rr o� /�� r ,. f p H� -- JI✓ ..` -. t;. �: .� — \ CHECKED BY: - M 4rc 110\ W f #.; ISSUED �1 m a U , I �/ jr'J: 11)/ No. Description Date 1,n O ' C9 2 0 6 av ' i h U 1 ISSUE TO BOARD OF TRUSTEES 2020.05.28 l J Z 1J EXIST'G SEPTIC SYSTEM TO c''� l 1 y6Y"f'�k° � . BE ABANDONED PER "' J # I � ,..,..1 �'�� 'r SCDHS-WWM NI 5 40 �r FRAME v jj � �O L` Q W *+ SHED — j �` �' :rt ..IEP 1511, GJ•Z' i BRU541Q{"O 4� 00 {W/M421 T t ,,.':.'.•=r.r 4' '` I MON- '.-^� ! \ �."` - - ... ` ,'+ ;:^.1':.a � OOU WATER. f�-LINK �S� {�� _ '; REVISION ;,.� 4 4 oti ll1 N/0/F ARGAR f r AN O 'oG �i� FOUND coN JAr17E'S NE SOW 5'-0" - - _ -�.'-'.-�- ;._,.':,;,•:a-; j` _ _-_ h��000�., A MON. C- J 1�URP r ...awe, -"' -�-''-r-,�._,., : >: :. ,,.. t ' % Q _ co 10, oil I CONC MON l ��hP VSE F ON MO ON WIDE CEHL ASSHOWN 348. 14' ON tiAZARbASTg1 EROSION Mqp rn Q , U Iv i � Q r O Z ' Z BRIDGEHAMPTON: ZN n SITE PLAN i U �' 1936 MONTAUK 1" = 20'-0" HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY W PHONE: 631 .537.3555 Q ,n 416 . 95 d FAX: 631 .537.0558 j Ln 7� NEW YORK CITY: ImcDONNELL RESIDENCE _ \ � _ , _,.. _Y F . f _ _ � �.. $ Imo- . .. _-�>"-•_I - --� ^_... _ - - - -. - - 124 � EAST 40th STREET I �;' -a:^?f .+1 rr-•' .4 .,, -^-^-' .r «:-2n--` » `4......,._ - ..., ,,.s...-..�,:,2.,..'. ..,...,..Z;' .f.....,.,.-..- --*+.,._;..+-yti..- n..;»..�;, J N �,; ' ..�. -�NA SUITE 1102 nS Y NEW YORK NY H RTONS LANE 8100 O ,.,,�'`'� .1. '`'+k,f:{�y ",'�^z_ .,c:t� -`x:.< vzt` '`` :J"' 'y. '.V•�-�:`�.. `t f-rfI TH LD J r " TOWN OF SOU O NEW YORK PHONE: 212.207.9204 SUFFOLK COUNTY, (o DW , r. , PE=RVIOUS STONE DRIVEWAY FAX: 212.207.9247 S.C.T.M. # 1000-54-04-31 Dw " r ; , Q .�10 { / \ " .1. j i' 1 r.� is `k 1 F �... 7 ---- : . . _ ` "IV 01 p . f l fj ;Yf ---- „a r is �� _ � " EXIS TING TOWN + DEC COVERAGE CALCULATION �a r ! ,f r - :t r LOT AREA 31,063 SF I p RUSHE ,� 4 -. ,l t i ..t'.: i: o BARNES " - STONE ADJACENT AREA(to CEHL Line) 12,660 SF ALKWA "-.70" \ STORAGE CARPORT GARAGE f a\ J'Uf � J ° / EXISTING RESIDENCE 1,615 SF 1 �o J. Z c/ t ,I ^=�", �C� Q> � EXISTING FRONT PORCH 62 SF D /'��' � ,< EXISTING REAR PORCH 292 SF 2,114 SF EXISTING OUTDOOR SHOWER 44 SF A"HITECTS r EXISTING SHED 101 SF ' /'/1` 5" -t �•,J f (yam TOTAL EXISTING COVERAGE 2,114 SF or 16.7% PROPOSED TOWN + DEC COVERAGE CALCULATION PNO 5 S \ L�-' --- /' f/ ld�i -�'f ami„ ' X`% f Pw / v /s'' t` ? �wkaa ':i•�p,.:,+:4r';«:; �;}w: 'j;` �rv�,";: ` v �` -' LANDING ^f, /,f� _.,. 't: :.�;; � r.,� ., J ;�� �";dry:,;•., ' aye.; LOT AREA 31,063 SF ` t I tf t/ 1 Mf` / ADJACENT AREA (to CEHL Line 12,660 SF - \�i�: _-- - - f I/ s„",Y , \, COVERED PATIO jt ALLOWED BUILABLE 2,532 SF or 20% - McDONNELL PROPOSED RESIDENCE 1,713 SF PROPOSED TERRACES 730 SF �� RESIDENCE PROPOSED ON LANDING 60 SF 2,521 SF 10, T _ f J '< PROPOSED UPPER LVL EXIST'G SEPTIC -- _ J I.. ..K OUTDOOR SHOWER 18 SF SYSTEM TO BE �f�,yV� Vol o 7 r� ,� G� v SOUTHOLD NY ABANDONEDPER _ `1f�� ;` ' : Iq , % TOTAL PROPOSED COVERAGE 2,521 SF or 19.9% SCDHS-WWM V��� ;"h: dz / - BANA STORAGE STORAGE Z ``' z."> o , ��.� j J DW STORAGE :QQf . , h .. SETBACK DIMENSIONS `" --- �� - ri!'. , % Q V i ��� - r < �� ,, _.r� � � �� � ,' �� � � SITE P LAN PRINCIPAL BUILDING SETBACKS PROPOSED SETBACKS Q� 00 b i G o jY FRONT YARD: 40' FRONT YARD: 40' '. �- 1000 - ELECTRICAL SERVICE&. Qo�� G SIDE YARD: 15' SIDE YARD: 16' 10" 207-6 3' c7. _ A� P,TANK..,::': CONTROL LINES TO .-•:; .. L YARD: 23'3' ri I '> r SIDE YARD: 20' SIDE OWTS CONTROL PA EL v HIGH WATER MARK DISTANCE: 262' 2” / -- ' , - _e;'..aj, px Y•L--•- ^'--<- �^'s_ti- :r / 'f j'rr .. �,r -- - - \\`� / �� J V L 2 2 MAXIMUM ALLOWABLE HEIGHT: 35 FT TOTAL CONDITIONED AREA; PROPOSED HOUSE: 3.017 SO FT PROPOSED HEIGHT: 34 FT r' co BARNES COY ARCHITECTS P.C,ACCEPTS NO RESPONSIBILITY 5'-0" 5' or LIABILITY FOR WORK PERFORMED BY or INFORMATION L0 _.- 10'-Qrr I J CON -- PROVIDED by OTHER AGENCIES(NATHAN TAFT CORWIN SURVEYOR).BARNES COY ARCHITECTS P,C, IS ALSO ,. MON-- LAND NOT LIABLE FOR THE ACCURACY of INFORMATION OBTAINED 0' WIDE BY THE CLIENT FROM OTHER AGENCIES, THIS DRAWING IS ON COASTAL EHL SI SI IOW 348. 14 A� EROSfO N / ACCURATE ACCORDING TO THE INFORMATION GIVEN TO ------ HAZARD MAP N � THE ARCHITECT by THE PARTICIPATING PARTIES, `v SITE PLAN BASED ON NATHAN TAFT CORWIN III LAND SURVEYOR SURVEY DATED ON n ENLARGED SITE PLAN 01/02/2018 3/32" - 1'-0" 2020 JUNE 30 EXISTING TOWN AND DEC LOT COVERAGE OVER ADJACENT AREA TO CEHL LINE (12,660 sq. ft.) SURVEY OF PROPERTY ODESCRIPTION AREA X LOT COVERAGE SI T UA TE HOUSE 1,615 aq. ft. 12.8% SOUTHOLD FRONT PORCH 62 sq. ft. 0.5X REAR PORCH 292 sq. ft. 2.3% TOWN OF SOUTHOLD oo OUTSIDE SHOWER 44 sq. ft. 0.3X SUFFOLK C0UNTY, NEW YORK SHED 101 sq. ft. 0.8% S.C. TAX No. 1000-54-04-31 J <v /Aa / o`` TOTAL 2,114 sq. ft. 16.7X SCALE 1 "=20' JULY 8, 2016 4� JANUARY 2, 2018 REVISED 0 �`'� / / SEPTEMBER 15, 2018 LOCATE FLAGGED WETLAND y A / / PROPOSED TOWN AND DEC JULY 20, 2020 ADD PROPOSED HOUSE / LOT COVERAGE OVER ADJACENT -M oaf �0 AREA TO CEHL LINE (12,660 sq. ft.) TOTAL AREA = 31,063 sq. ft. XJU / M 0 DESCRIPTION AREA X LOT COVERAGE 0.713 ac. °� X GNHOUSE 1.713 sq. ft. 13.5X Pod, ADJACENT AREA = 24,845 sq. ft. �`ti.-- _ f O X __ PAT}➢=� BR(�H JU off °C`pNc /,/ �Na TERRACE 730 sq. ft. 5.8% �F / / m X•B•$ y\\`\\E ON-GRADE LANDING 60 sq. ft. 0.5% CER 81010 �OR ONS LANE LLC IS10 -,G �,,�,zs R �,�1 ,yam OUTSIDE SHOWER 18 sq. ft. 0.1% FIDELITY NATIONAL TITLE INSURANCE X/ X t -� A��81� TOTAL 2,521 sq. ft. 19.9% ro / x / `� �� °Ss°FjTZ ALLOWED BUILDING COVERAGE = 2,532 sq. ft. OR 20% NOTES: 1. COASTAL EROSION HAZARD LINE SCALED FROM COASTAL EROSION / \ X-M o�.� �� �-, HAZARD AREA MAP PHOTO No. 56-570-83 SHEET 9 OF 49 / x "-N ` 0-11 �y x 1 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM / x m4'x 1 ro c A ,o tic0 �`'v� J=y EXISTING ELEVATIONS ARE SHOWN THUS:m X x I I BeR BF 41 / :•::•:�. J<v ` F.FL - FINISHED FLOOR I No` X oy,O�'�� /•.�:::•:/•:::::• Q� �� G.fL - GARAGE FLOOR o,� c,w 3. FLOOD ZONE INFORMATION TAKEN FROM: ` X�s f:.: .: 4�a FLOOD INSURANCE RATE MAP No. 36103CO154 H 1 10.o X -, / �' o Q ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 6 o_y QUO C► ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED :: hhZ / ��� :y:.: �� 4. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND X REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. X e�o°o X k k� /I ` a .�` • . . , ��a`� 5. EXISTING HOUSE, SHED, DRIVEWAY AND ALL STRUCTURES TO BE REMOVED. T° /// XZZ Clfp�� 1DG,y / `fes 1,Q SLATE IN SAND WALK S A'C /....°y: p� NCD SyF TO REMOVEDrym� n t � \ C 40 00i �r ..`✓ / } �° ;" : : . :..'.- DRAINAGE SYSTEM L CIAo� i F of TD e/sr /.z�/ ,? :: �/ 'o��Q° uk!.:: �.::::::::::::. /./.:...�. :. :::.'.: : I a t,p�p, CA CULA TIONS: " N'eol� r / ... h��� ( '.:::`'::/: :::.';::; :; HOUSE & TERRACE AREA: 2,443 sq. ft. -s' �'•o '�,MN'�bi� :'::: .:;:>�/ �,° ,• :: v� :'';::: :'::::: : :. :.: ..?.:.:::;•: ::: :.:: :11 1 . ? ,:'. 476 �� S 2 443 s ft. X 0.17 = 416 cu. ft. : ::: •...: :;.: h o A:'°`:�.:;" U^ 67 :;::: :f:`. `: ......::::: ......::::::;:::::::::::;: -.: Ri /•.' •9 416 cu. ft. 42.2 = 9.8 vertical ft. of 8 dia. leachingpool required .i.,:::I:::::......" ; ;;:::::::;.....:..... ��� � PRONTO �� �/ •�. :: ••,4 •::::�:�, E (5) 8 dia. X 2 high STORM DRAIN POOLS (10 vertical ft.) ,.. ....�•�( /, .•.,:,:::.��.�:Q �C/•:::::�s'�::.: ::.:�::.�:.�::::•::�•:�.::•::.�:::::::::::::.:��:: Eek/ / / ..::•::TEST �;��•.�.,:':o;:.....::..• �� V d,• ....E.. ::::_ .:r.:: . :.. :. ::. ::I \ . ;�: ,� .,. :::.. :,• PROPOSED 8 - �•��:��=�•••'� � � •• '��'�:�::� �" - 0� / • 0• • w o,: _ �•. DIA. X 2 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS. �� :i"• 'eW NOTESo TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS y 8g,:<•••• .••• i• .•5(OC• :. .,• �+ REGRADING do VEGETATING DISTURBED AREAS. /: 10' �1T •- ` s =:• s!:: 0 TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL BE DRY AND STABLE. S%':" f/N �+•� \ /_ Y „ 'z.. . :,:';"= 't' o r� •e ' f HST 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. / ::::f \ HT R(/ R4 CT VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH �1D - 4C+ /OH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BEAFENCING OR STRAW BALES, THEN STABILIZED WITHAPPe ANDROPRIATE FOR THE TIME OF REQUIRED PERIOD OF USE. YEAR, SITE CONDITIONS, VEGETATION OR COVERED. / °Ir°• ^ fix\, 4�Sr I W � I �Qo� �� n ,; ,f��, TEST HOLE DATA 2 SLOPE OR LESS Nc�E,_DF / ��R Z �O� '' STABILIZE ENTIRE PILE 1 ��s � 4N @F 48i / / x, �5a " .. •• ° � h�1x (TEST HOLE DUG BY McDONALD,GEOSCIENCE ON NOVEMBER 8, 2017 AT 12:40pm) WITH VEGETATION OR COVER � `Y `Y / S�p�y N S, L/ RQ /;��, A . . +� EL. 3.3 0 /� 1 MIXED SAND AND LOAM ' \\ / w� ° 6.�'19 �. ' :: \ 141, q, 14ey �Q� vGNOEt� 5 'ay ' ; X .V �V .L. N✓ .v ��0\ w Ui F G �/ EPA B ROWN TO COURSE SAND SWEL 1.1' • . , X.y y %1, 2.2' clO WATER IN 14o, y y y y hQy �V , •1� �NC, ND I r ., X PALE BROWN TO COURSE SAND SW o�0 ,,'0 R 0 ONS 00,�o�ao� �v 1�0 .d .. O� (x P oa'°° 13' GRATE OVER h 49(9 , . STRAW BALES OR SILT FENCE SOIL STOCKPILE v • Aox \oG���O (NOT TO SCALE) ;'a M� O�N t 60•MIN. E7 I KEEP SmMSUFFICIENT � 91 SILT FENCING ON° a AL FRESHWATER FRESHWATER A4 WETLANDS STORMWATER MANAGEMENT NOTES: c I AL AL Le 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION a ------------ _ MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING n AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE f20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. HAY DAM AND/OR THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS SILT FENCING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS PLAN VIEW TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, I ROAD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT HAY P rlOR SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES SILTCONSTRUCTION g BASE OF SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS COMPACTED 3/4 STONE BLEND OR NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED LL TOS18'MN.ABOVE EXISTING PREPARED IN ACCORDANCE WITH THE MINIMUM AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE GRADE TO ALLOW FOR DRAINAGE f r ! STANDARDS FOR TITLE SURVEYS AS ESTABLISHED OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES CROSS SECTION _ _._ BY THE L.LA L.S. AND APPROVED AND ADOPTED SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED T;^NpORARY CONSTRUCTION ENTRANCE +I noiLRESnssocarlo ,BY TME NEW YORK STATE LAND UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. (NOT TO SCALE) . C)F jvp * , 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. JUt Z 2 2020 �' .,r..� - "•-`ti 1`' 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. TYPICAL STORMWATER UNIT 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS (TOPS TO BE TRAFFIC BEARING) OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STEEL 01 WOOD (NOT TOcSC IRONINLETFRAME R COVER FLOCKHART/63518 TYPE 6840) `^ I d FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. EXTRA STRENGTH FILTER FABRIC_, POST (TYR.) ! ° l $f' 36' HIGH POLE (MAX.) t 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE REDID. WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST FINISHED GRADE OR 6•THICK REINFORCED CONC. G SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 10' MAX. O.C. SPACING 8'TRAFFIC BEARING SLAB IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF W/WIRE SUPPORT FENCE FLOW FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, 6' MAX. O.C. SPACING WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE W/0 WIRE SUPPORT FENCE ;, PIPE FROM ROOF GUTTERS '� � ti:4' N.Y.S. Lic. No. 50467 VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO �' TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION CRUSHED 3/4•- 1-1/2'STONE UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corrin III AND GROWTH. 't; r;:. C•• r' TO THIS SURVEY IS A VIOLATION OF 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA °' ' '''` ALL AROUND �:"�:.,rr! ::�,,i: 2 o SECTION 7209 OF THE NEW YORK STATE :. 'i; ,• `2 EDUCATION LAW. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER ;._,;, z,. ,•. ATTACH FILTER IDE RIC SECURELY N LEACHING RENS Land Surveyor THAN 1 SQUARE FOOT IN SIZE. TO UPSTREAM SIDE OF POST w 4' x 6' TRENCH RE1NFORcm PRECAST Corn. COPIES OF THIS SURVEY MAP NOT BEARING 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR \ W/ COMPACTED 31-0• 400D PSI O 28 DAYS 31-0• THE LAND SURVEYORS INKED SEAL OR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF BACKFILL (min.) 4- (min.) EMBOSSED SEAL SHALL NOT BE CONSIDERED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTOSILT FENCE DETAILS TO BE A VALID TRUE COPY. THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, N0fT0 CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TItFNGIiT DET.L7L• CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) 4 r IS PREPARED, AND ON HIS BEHALF TO THE MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER N E TITLE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED LENDING INSTITUTION LISTED HEREON, AND SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW GROUND WATER OFF-SITE TRANSPORT. TO THE ASSIGNEES OF THE LENDING NSFER TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jannesport, New York 11947 36-1318