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HomeMy WebLinkAbout1000-106.-6-3 OFFICE LOCATION: O��q soyoo MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 • ao oouv,��' 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: February 10, 2022 Re: LWRP Coastal Consistency Review for NORTH FORK PROJECT, LLC SCTM#1000-106-6-3 The Southold Town Board of Appeals issued a determination (7.5.73)for the action on December 16, 2021. En-Consultants on behalf of NORTH FORK PROJECT, LLC requests a Wetland Permit to renovate and modify existing commercial building (Old Mill Inn, originally constructed circa 1821), by raising in-place a 1,455sq.ft., 2.5 story portion of building 4.5 feet over new/modified piling foundation (with interior renovations); removing and replacing in-place 100sq.ft., one-story portion of building with 1.5 story space over new piling foundation with attached 30sq.ft. wood stoop and steps for access; removing and replacing in-place 1,310sq.ft. one-story portion of building with 388sq.ft. one-story open porch and 922sq.ft. of open wood deck and steps over new/modified piling foundation (design emulates original,.: building footprint); removing 107sq.ft. one-story portion of building and 22sq.ft. cellar entrance; and constructing.a 127sq.ft.ADA compliant access ramp; replace surface of existing 665sq.ft. wood deck to remain; remove,and replace masonry walkway; upgrade existing-sanitary system with I/A OWTS .system; install stormwater drainage system; remove existing LP tank and fencing; and temporarily' remove and replace overhead utilities. Located: 5775 Mill Road, Mattituck. SCTM# 1000-106-6-3 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 Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered. 1. Turbidity controls are required. 2. Minimize wood treated with chemicals in construction. 3. Verify stormwater controls for the building. 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 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 nificant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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 RECEIVE SCTM# 106 - 6 _ 3 [— FEB 0 4 2022 PROJECT NAME The North Fork Project,LLC The Application has been submitted to (check appropriate response): Planning Board Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Renovate and modify existing commercial building(Old Mill Inn,originally constructed circa 182 1)by raising(in-place) 1,455 sf, 2.5-story portion of building 4.5 feet over new/modified piling foundation(with interior renovations);removing and replacing(in-place) 100 sf, 1-story portion of building with 1.5-story space over new piling foundation with attached 30 sf wood stoop and steps for access; removing and replacing(in-place) 1,310 sf, 1-story portion of building with 388 sf, 1-story open porch and 922 sf open wood deck and steps over new/modified piling foundation(design emulates original building footprint);removing 107 sf, 1-story portion of building and 22 sf cellar entrance; and constructing a 127 sf ADA-compliant access ramp;replace surface of existing 665 sf wood deck to remain;remove and replace masonry walkway;upgrade existing sanitary system with I/A OWTS (situated more than 100 feet from wetlands); install stormwater drainage system;remove existing LP tank and fencing;and temporarily remove and replace overhead utilities,all as depicted on the site plan prepared by Meryl Kramer Architect,last dated December 17,2021. V Location of action: 5775 West Mill Road,Mattituck Site acreage: 0.111 acres Present land use: Commercial(restaurant with living space) Present zoning classification: M-II 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: The North Fork Project,LLC (b) Mailing address: c/o Anthony Martignetti,Member PO Box 541,New York,NY 10012 (c) Telephone number: Area Code 917-535-3777 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency? NYSDEC 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. F]Yes ❑ No ® 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 ❑ Not Applicable ,t Renovation and restoration of the existing commercial building,which has an original construction date circa 1821,will serve to maintain a cultural asset to the community. 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 The proposed renovation and restoration of the existing aging building will provide a significant improvement to the visual quality of the site,along Mattituck Creek. 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 ® Yes ❑ No ❑ Not Applicable The proposed raising of the existing building by 4.5 feet to a FEMA-compliant base flood elevation,over a new/modified piling foundation,will substantivally increase the building's protection against potential flood and erosion damage. 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 ❑ Not Applicable The proposed upgrade of the existing sanitary system with an UA OWTS and installation of a proposed stormwater drainage system will serve to protect and improve the quality of groundwater and surface water quality. 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 61 The project will provide significant improvements to the environmental conditions of the site,including the quality of groundwater and the adjacent tidal waters of Mattituck Creek,through 1) installation of a stormwater drainage system;and 2)an upgrade of the existing sanitary system with an I/A OWTS,located more than 100 feet from the surface waters of Mattituck Creek and thus outside Chapter 275 jurisdiction. Unlike the existing conventional septic system,the upgraded I/A OWTS is designed to significantly reduce nitrogen loading into the groundwater table;and the drainage system will capture and recharge roof runoff. The project design and incorporated mitigation will thus further the Policy 6 goals of protecting and restoring the quality and function of the adjacent tidal wetlands and surface waters of Mattituck Creek while restoring the historically existing Old Mill Inn. 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. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® 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. ❑ Yes No® 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 LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy IL 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 ® 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 TITLECoastal Management Specialist DATE December20,2021 Robert ann Amended on 811105 s Issue Date: &.L r>A>m -mm su For DOB Lice" Fo,D+.oF,a.r y9znt For DsappmrY 11 W.) Fa,0-.lasv.t -ion+ Fo,ZBA - =14 �t '/ � —� _.__� - __.��� a■1 77 � � �e cwt ro„m.,i4�w 1 `.`��� •_—� O Door la` >t SeMnF. Elevatan isg Proposed-South West Corner Proposed -South East Corner �a h4rw,Ee.mn lag Scale:Actual Size 2 Scale.Actual Size w a • A M [ A �`�\ • r t nt e t t POST O- CE AO% 1600 t+��l� Itl ` ��I. 1 ��'-� = = r.L• ca.�tetB com OLD MILL INN -- - -_- 5775 W - .. .�"�; - •' �''i- - - - _ -, MATTIT CH,INY 111952 SCTM#1000-106-06-034.% .r-- -- .. . ., i SCTMN 1000-106-06-41 Cover Sheet-Proposed Proposed North West Corner j 4�l Proposed -North East Corner SCALE As Noted Scale'.Actual Size Scale Actual Sire A-000.2 L 2021Maryl%ramer Amhftd Issue Date: 1Lltfpt For DOB gMaa^B 18/21 For Dux W Yt22t For p�ylprwal lAay.l YIB2t For D4ppwal lAw.1 7-1 Fo,2BA wag Ta R Aa,rueo ly o cats ww,o m�w� OWlnEoa Tag SIwtAJ(%% Devin Tag aevatnn Tag Existing-South West Corner Existin -South East Corner Scale:Actual Size 2 Scale:Actual Size .O. utero,cewte.T, vU,l rt1:,C1 POn n„u 8 1 1 I t OLD MILL INN 5775 W MILL ROAD I i MATTITUCK,NY 11952 SCTM#1000-106-06-03 SCTM#1000-106-06-4.1 Cover Secret-Existing / Existing-North West Corner Existing-North East Corner 3 Style:Actual Size 4 Scale:Actual Size SCALE:As Wted A-000.1 0 2021 Meryl wr ,A.h— THE NORTH FORK PROJECT,LLC, 5775 WEST MILL ROAD,MATTITUCK EXISTING RESTAURANT BUILDING TO BE RAISED AND RENOVATED/ALTERED r 1A , 'Google Figure 1. Aerial view of subject property and existing restaurant building to be raised(in-place)and renovated. Image by Google Earth. JL _aALdhftJA 1 `. y •, ""'�"'� �- yam►"' �� AA iy� _ � r__r._.....- .. _..�•�� 'r �C( � Yc • i. .. •r! Figure 2. Historic photo of original restaurant building,constructed circa 1821,prior to removal of Mill Road bridge. Through removal of existing 1,310 sf, 1-story portion of building and construction of 1-story open porch, the proposed project design seeks to emulate original building footprint. THE NORTH FORK PROJECT,LLC,5775 WEST MILL ROAD,MATTITUCK t1 �1 Figure 3. Looking northeast at 1,455 sf,2.5-story portion of building to be raised(in-place)4.5 feet over new/modifiedpi/ing foundation, with interior renovations(center);and 100 sf, 1-story portion of building to be removed and replaced(in-place) with 1.5-story space over new piling foundation with attached 30 sf wood stoop and steps for access(right). i � � l �rnauenn r Figure 4. 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N ° r ° e __.�•._ - a is �... •3 g l —� °a xe 73 a;'P of it Gaal IaaA p�J� 01�-2 n, rjo sEE sec No 2 OSOs-008a (p 9, 'q bEEOZ OOm xA ]2N4 ;, DNI 1'l 1i r cl r0x a/ r—• 5 r , .�"V, ^]A 1 q [�.ENTLH LNE. 6 w ?r 4; RII— X;la :. r - u..,rw.,xn,s av,.m.r,n,-r me xnv•n� » WTICE COUcNTYO w,S,.0 lrrwK,r 0 N �_ __ —O ____ v genev W eo . ,m ��°"�. »,w co,.R„ sr0oo0 NOLoMp ���,.zf (2f) W10 2ea1 HrertyTaeliic \ n —____ 8 SURVEY OF PROPERTY LOTS.C. TANo.ERAGE OVER 1000-106-06-03 0REA SIT UA TE UPLAND LOT AREA = 2,049 sq. ft. MATTITUC LOT AREA DATA K DESCRIPTION AREA % LOT COVERAGE BUILDING 1,525 sq. ft. 74.4% S.C. TAX No. 2,780 sq. ft. UNDERWATER LOT AREA TOWN O F S O U T H O L D 1000-106-06-03 0.064 ac. 2,049p��.aft. UPLAND LOT AREA SUFFOLK COUNTY, NEW YORK LOT COVERAGE S.C. TAX No. 1000-106-06-4.1 4,829 sq. ft. TOTAL LOT AREA S.C. TAX N o. 1000- 106-06-03 0.111 ac. BUILDING 279 sq. ft. 2.8% S.C. TAX No. 10,010 sq. ft. S.C. TAX N o. 1000- 106-06-4. 1 GARAGE 345 sq. ft. 3.4% 1000-106-06-4.1 0.230 ac. SCALE 1 "=20' DECK do WALK 45 sq. ft. 0.5% JULY 28, 2008 TOTAL 669 sq. ft. 6.7% FEBRUARY 2, 2017 ADD COVERAGE ` O MARCH 9, 2018 ADD EASEMENT No. 1 MAY 8, 2018 ADD EASEMENT No. 2 �Nq , SURVEY JULYRCH 15, 20201DATE ADD P POT ELEVATION �'oti ooN MAY 18, 2021 REVISE NOTES JUNE 2, 2021 REVISE LOT COVERAGE S d� ° d: . F OLD NOTES: Se O °' ° , .\ ♦ •,a • . ° p� UTK 1. THE PROPERTIES NORTH AND SOUTH OF THE SUBJECT PROPERTY � ' �. $0 ARE BULKHEADED. i9v �F , F a . \° • ° To(NN 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM O, d EXISTING ELEVATIONS ARE SHOWN THUS:" +' EXISTING CONTOUR LINES ARE SHOWN THUS: AGN �tio •• ••• �. .. \a..• . `� OG °• a °j : ° C °' d 4 'onO EGTA or* F.FL- FIRST FLOOR NO �� ° ° ° ° rp6°J�5U Z15 B.B.- BOTTOM BULKHEAD • e ♦ d e SOLA S O O GK OECK "� o OVERHEAD ° \ y O�J CERTIFIED TO: 4 4 O THE NORTH FORK PROJECT LLC d '• ,.Q °ARE ° coeo 6w `$o O� FIDELITY NATIONAL TITLE INSURANCE COMPANY G 4° 17 d.. d� : 'j° ����O'' • ♦ f^ �O� \ 05 D1 hW zP0 G' Qy� ° .° ♦ `' X50 �' WHO g N �s0 DECK e •0 • A. M ° I �J'e `J oECK 363 MV 1 1 66 5 x EASEMENT No 1 /� d°. .• • .° e, eI• .•°. O o6G� GOGi11 �l+ LPO \`• '� D f SCALE 1 "=20' O •. d, �ooy y a d TJl C� 0. poo ° lL 6�� !p / , r+n`y p� a ° a' ° 'd° / / 0 169 +��0 O• ° • ' �� O Cly° �Q�V/ 5Z rn 06' $o O x ° ♦." • ' G1' \ Va POINT OF 1166 oco \ „ ., r N \J BEGINNING I CP �� •j ��yy�� n Yio O f f•♦ •'•' •,•. . °\ . : ♦. � • Q° w '' AREA:. ::: .............................................. ': _ 1,365 sq.°°' -4 o �. m�� :f:t :: .•:••:•:: y6 8 ZC' A. . O ...o d ° Oct y50`L W i I ♦ GDN Sao :.`:.. g E• �' - 1A r O G 4 c� �DXI e ° 3• 6 \ 169 �S..O9W \� N� f v� 4 W ? 8 v. '\ 0 06� 6 . �► j� yy 25N 1 N 6� pH�• 0 2 0� ' ,ti�. f BlDG13.9' ° CON e O J'2 m• :w :'::N? 6 DO S m - 5� t".OA N i ��q 153 .,� . .. S 6 tJ�j• �`' 3,17" W 7.6 o ,� yy ?5,. ;: ': ; 3 S 781 5 'cw N �1 ♦' y °a � •' V"� ..pN..�::::;':.� ,..,. �O ••moi 3.6 012Z {Py::::.'.' ,oM Z Z� ea • ° • ' , . 7. Cep'.. '.G :.: EASEMENT No. 1Ar °•' .• •° ... Z �,. .............. .. o (SEE DETAIL) 3A.4 PREPARED IN ACCORDANCE WITH THE MINIMUM g /; a STANDARDS FOR TITLE SURVEYS AS ESTABLISHED oZ o r ° ° . . ... ... BY THE L IAL.S. AND APPROVED AND ADOPTED EASEMENT N O. 2 0 0 FOR SUCH USE BrJHE NEW YORK STATE LAND too C� E ° •Z�' ♦ e' �� SCALE 1 =2 0 N ` I � `� '( ,, /jJ TITLE ASSOCIATION. .._. •, 7f f �'•° f. a0 e' •• d. 4�J L'•a �'1 L.-t POINT OF 2 I d .� f ���� �~~ ` ' • BEGINNING o ° a ; �. ♦ 4 . % :. ' % DEC 2 3 2021Iry %P r N x e t\^b0:. ::'iii:'ri:i �O' a �� ♦ •� ♦e `'�. (f 1 SC3ti14!d Town 0.0 .0 a N 609 I :/.... Z 0 $ WW - r �e O :.f..: :•:..::::. a GJ c v;/ �� ::a: ::.'; b CT1 _ N.Y.S. Lic. No. 50467 r, N _. "' GE 17.0' 3.4'5. ti ::AREA 764 sq. ft.•.•• o � "• •• UNAUTHORIZED ALTERATION OR ADDITION :.•;;per: .:: .::. :;'4:e �� TO THIS SURVEY IS A VIOLATION OF �a �s ::.w TH ••• •• •••:= o-n o SECTION 7209 OF E NEW YORK STATE Nathan Taft Corwin III N D Z a + m EDUCATION LAW. •a'6+,t� �'s �C OOH ' +: .i.'::. I COPIES OF THIS SURVEY MAP NOT BEARING 0° 1n � : :::.: ::: ;:.;:;: ::: �•� 1 4'N E THE LAND SURVEYORS INKED SEAL OR Land Surveyor s NAIL EMBOSSED SEAL SHALL NOT BE CONSIDERED •••• •• "W '� :g �C TO BE A VALID TRUE COPY. S 84'08'20" :...o.......:..•• 17.0' ' CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 17.57 EASEMENT N O. NAIL WELL E FENCE ATTACHED TOI Z o ONLY TO THE PERSON FOR WHOM THE SURVEY f0 IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. F405. CHAIN IU14 FENCE (�� POG Q•�Of o� TITLE COMPANY, GOVERNMENTAL AGENCY AND (SEE DETAIL) Q 4°Q$�20" W V C7 LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout S C7 m TO THE ASSIGNEES OF THE LENDING INSTI- UNKNOWN 8C TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OWNER 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 Jamesport, New York 11947 39-038 EXISTING LOT AREA DATA TOWN BUILDABLE LAND LOT COVERAGE NYSDEC ADJACENT AREA LOT COVERAGE S.C.TAX No. 1000-106-06-03 S.C.TAX No. 1000-106-06-03 S.C.TAX No. 1000-106-06-03 TOTAL LOT AREA: 4,829 SF or.111 ac. TOWN BUILDABLE LAND: 2,049 SF UPLAND LOTAREA NYSDEC ADJACENT AREA: 2,049 SF UPLAND LOTAREA Issue Date: Set: (EXCLUDES UNDERWATER LAND) (EXCLUDES UNDERWATER LAND) 3/9/21 For Disapproval UNDERWATER 2,780 SF or EXISTING LOT COVERAGE EXISTING LOT COVERAGE 3/12/21 For Disapproval(Rev.) LOTAREA .064 ac. ° LOT ° LOT 3/18/21 For Disapproval(Rev.) UPLAND 2,049 SF or DESCRIPTION AREA COVERAGE DESCRIPTION AREA COVERAGE 4/1/21 For Disapproval(Rev.) LOTAREA .047 ac. 6/3/21 MHW/DEC Calcs. EXIST.BUILDING 511 SF 73.7% EXIST.BUILDING w/ (Rev.) (EXCLUDES CHIMNEY) 1, CHIMNEY 1,525 SF 74.2% 6/28/21 Town/DEC Calcs. (Rev.) EXISTING LOT COVERAGE *BUILDING AREA INCLUDES 64 SF PORTION 7/30/21 ForZBA OVER UPLAND LOT AREA OF BUILDING SITUATED OUTSIDE PROPERTY CELLAR ENTRANCE* 22 SF 1.1% 12/17/21 UPDATED SEPTIC S.C.TAX No. 1000-106-06-03 BOUNDARY/WITHIN EASEMENTAREA M ATT'T U C KCREEK TOTAL 1,547 SF 75.5% N UPLAND LOT AREA: 2,049 SF or.047 ac. PROPOSED LOT COVERAGE C."*BUILDING AREA INCLUDES 64 SF PORTION z w DESCRIPTION AREA COVERAGE DESCRIPTION AREA COVERAGE r"v o 32.00' N o 01 OF BUILDING AND 12 SF OF CELLAR 8 ENTRANCE SITUATED OUTSIDE PROPERTY S 23°08'00" E. g PORTION OF EXIST. BOUNDARY/WITHIN EASEMENT AREA 8 R BUILDING 1,525 SF 74.4% BUILDING TO BE 947 SF 46.2% m r RAISED IN PLACE* PORTION OF EXIST PROPOSED LOT COVERAGE S.C.BUILDING TO REMOVED 100 SF 4.9% %LOT STAX No. 1000-106-06-03 �`� p A , &REPLACED* DESCRIPTION AREA COVERAGE O EASEMENT No.1 � � L KP C�j� PROPOSED PORCH IN �C9 y-, tffi� t�� PLACE OF EXIST BLDG. 369 SF 18.0% EXIST BUILDING* 947 SF 46.2% APPARENT HIGH WATER MARK � �O O O O ROCKS 4L- TOTAL '• `" � t PORTION OF EXIST. EXIST.CONC.WALL , *' TOTAL 1,416 SF 69.1% BUILDING TO REMOVED 100 SF 4.9% =I�XISTfNGOATING DOCK TO R_-EMAIN 0D ---------------_ -------, - - - - - _ - _ _ - 18'.7" ;(> = AQ •' APPARENT HIGH WATER MARK &REPLACED* S23 00" E. 1.r MARK,_____. •,, �=>�:-✓ �,�p� *BUILDING AREA INCLUDES 64 SF PORTION �'0 7, o 0 0 �"; 62 _ PROPOSED PORCH IN Z zs.s tz.z5 � O P X ��\ OF BUILDING(TO BE REMOVED& PLACE OF EXIST.BLDG. 369 SF 18.0% 0 317 s' 7•T REPLACED)SITUATED OUTSIDE PROPERTY ° , - --- EXISTING FENCING&PROPANE BOUNDARY/WITHIN EASEMENTAREA 2'-1" N o ANK TO BE REMOVED PROPOSED STOOP* 30 SF 1.5% g EXISTING 665 SF WOOD DECK TO REMAIN , Mb. (SURFACE DECKING TO BE REPLACED) , 5 2. T OR N E T IL G O�O�O�O I I N 1 V p p 100 SF,1-STY PORTION OF EXISTING BUILDING ON CONC.FOUNDATION TO BE REMOVED& PROPOSED STEPS* 52 SF 2.5% 1 s 1 REPLACED(IN-PLACE)WITH 1.5-STY BUILDING ON NEW PILING FOUNDATION(F.F.ELV 10.0') PROPOSED 293 Drawing Legend: ADA-COMPLIANT 123 SF 6.0% 711M ' i o o Wall To Be Removed RAMP .s'5ROPOSED WOOD STOOP(30 SF) Existing Wall To Remain EXIST.PUMP STATION TO REMAIN r � New Wall TOTAL 1,621 SF 79.1% -0 u 88 P TI OF 9 SF oR ON E T. STY UI ING X T 1 TY IL /� \ PROPOSED WOOD STEPS *BUILDING AREA INCLUDES 64 SF PORTION OF -! (E 7. TO E O D (F .E 10. 22 SF CELLAR ENTRANCE TO BE REMOVED Existing P.C.Foundation .-� Wall BUILDING tT0 BE REMOVED&REPLACED)AND "• I � W O R N� OD E P WIE) ST PS P BCE E IN- EC � � � � 45 SF OF PROPOSED RAMP,STOOP,&STEPS , IT 1-S a / WOOD WALK ON Z � n - New P.C.Foundation Wall SITUATED OUTSIDE PROPERTY BOUNDARY/ M HEAD oP N P RC GATE PROP.4'O WITHIN EASEMENTAREA EXtSTtNGBUt"K I _�� CB S 13°31'55"E WOOD BULK HEAD 177.7 .� Existing CMU Foundation � 28_7' 5 s ------- Wall N // 17A___- ----- `--_ a_ L __-- \ V 35.26' -- New CMU Foundation Wall / -------- s FENCE TO BE s _"' -------•- Lines Above a.o 1s.s 1 3o.z --- -- _ REMOVED GUY WIRE ��� o 9 WOOD BULKHEAD' CESSPOOL �S -$s Sanitary Sewer N 23°30'00"W. / / o, o h o w Water Service CHAINLINK FENCE � -eD Storm Drain UTILITY POLE#82 / // P)SED RAMP Buried Electrical Lines co 00000, /\ PROP.10'0 / \ / I SD f_-� , \ / UTILITY POLE Buried Gas Service Line 107 SF, 1-STY PORTION OF EXIST.BUILDING& °--�( PROP.10'0 EXIST.CATCH BASIN \ ASONRY CHIMNEY TO BE REMOVED& \ J gp Flow Arrow / \_EXIST.MASONRY BLK.WALK TO R PLACED WITH 127 SF ADA-COMPLIANT \ _ / Catch Basin/Flush Inlet, PROPOSED DRAINAGE BE REMOVED&REPLACED ' \ i O Frame and Grate / A GESS RAMP y� �� \ ( \ SYSTEM �� 10 Dom' I fj3° 0'� \' \ •�. / '� \ \ i �I LeachingPool w/Solid x\ / � /�3 15• \ •� REMOVE AND REATTACH � / , / / �• OVERHEAD LINES AFTER \ \ WOOD TIE WALL Cover/ / �• \ �.•\ LIFTING STRUCTURE \ \ X6,0 Existing Spot Elevations Test Hole KAILL STOCKADE FENCE -ATTACHED TO CHAINLINK FENCE TYP ) \ / ASPHALT PAVEMENT �••� ••�• W W /•' I EXIST.WELL / \ sr M WLn / / I REMOVE AND REATTACH / / �• OVERHEAD LINES AFTER \ / / �•. LIFTING STRUCTURE \ \ / / \ ,� � •� '•\ '\ 134.32' � M E R Y L K R A M E R -3 a r c h i t e c t / PROPOSED I/A OWTS,FUJI CLEAN CEN5. S 23°30'00" E s -- -- -' (SEE ENGINEERING DRAWINGS BY PWGC J / FOR DESIGN DETAILS) bti� \ / 2 6 0 HORTONS LANE O ir \ �• �P EASEMENT No.2 Z0LU POST OFFICE BOX 1600 � �. REMOVE AND REATTACH OVERHEAD REMOVE AND REATTACH /1 k N�= \\'\' LINES AFTER LIFTING STRUCTURE S O U T H O L Q, N Y 1 1 9 7 1 / OVERHEAD LINES AFTER 6 3 1 - 4 7 7 - 8 7 3 6 war / LIFTING STRUCTURE WOOD TIE WALLS EX. '0 GT m \ �• \\,\ UTILITY POLE#83 / � // �'/ �J � '�• \ \ \ /,/ c� m k a r c h i t e c t c o m / .BLOCK WALL� EXISTING SCDHS APPROVED SANITARY SYSTEM(REF.#CIO-87-011 CONC / INCORPORATEDJULY 13,1992)TO BE UPGRADED SANITARY SYSTEM-SEE ENG NEERING PLANSBY PWGC FORR DESIGN DETAILS /EXIST.10' Ex. 10 O s r J '' -� NI ES? MILL, LLG x11 $1RoNG$w O I_D MILL I N N / 9 ,� 5775 W MILL ROAD UTILITY POLE NYT /� �__� `J 1. .8.8x' S����S�`�_,� �-� MATTITUCK, NY 11952 #81 / EX.10'0 � SAN.LP s / / \ CONC.CURB x11 / /.•� _� 1 �J I.E. /� / S SCTM# 1000-106-06-03 EX.10'0x10.75 \ SAN.LP s \II.E.8.52' __ ,5 ! / SCTM# 1000-106-06-4.1 I S EX.10'f11 \ x10.5 1 \ SAN.LIP E.8.34' �- / ' 1 \ SAN.LP < ss / / \ x10.25' No• '��o CONC.GUTTER / / 1 I.E.8.15' `► -- --- �+ ,TSite Plan. f a REMOVE AND REATTACH / 1 J I /�5 S•v• F OVERHEAD LINES AFTER \ SAN.LP Ss� N10/ IAN & JLJ LIFTING STRUCTURE / /• �� AM R' KILKILLIAN - , "Ij 01 ILLI M• TEST HOLE STORM DRAINAGE CALCULATION: DEC 2 0 �i�21 MA BY: McDONALD GEOSCIENCE VOLUME=AREA X RAINFALL X COEFFICENT i DATE: 12-27-2019, 11:50 AM RAINFALL=2" (0.167) IN 24 HOURS / SAN.LP COEFFICIENTOF ROOFTOP= 1.0 \\ ' EL.7.1' GRADE 0.0'-CONCRETE AREA OFROOF / 10.0'X SITE P LAN = EL.6.6' 0.5'BELOW GRD-MIXED SAND 1 I.E.8.0 � � AND LOAM(SP/OL) 1,943 S.F.x 0.167'x 1.00=324 CU.FT. SCALE:As Noted Scale: 1" = 10'-0" EL'41 m BROWNTBELO`FINESAND(SP) VOLUME REQUIRED=324 CU.FT. GND WTR 5.a'BELOW GRADE- 324 CU.FT./68.42 SQ.FT- PER VERT. FT. =4.73 VERT. FT. / WATER IN BROWN FINE SAND(SP) SITE PLAN A BASED N/EST MILL' LLC BY NATHAN TATFT CORW NnIII LAND SURVEY EL. (1)4'0 x 4' INTERNAL HT, NON-LEACHING MANHOLE W/OPEN COVER •� / 553 ,�/ STIR VV SURVEYORS NYS. LIC NO 50467 (2) 10'0 x 2.5' EFF. DEPTH STORM DRAINAGE LEACHING POOLS '. $T DATED JUNE 2, 2021 W/SOLID COVERS INTERCONNECT SYSTEM AS SHOWN A-001 STORM DRAINAGE CALCULATION DATA EL.-9.9' 17'BELOW GRADE, s5°�9 30"W FROM JEFFREY BUTLER, P.E., P.C. END OF BORING VOLUME PROVIDED =342 CU.FT. © 2021 Meryl KramerArchitect All Rights Reserved