Loading...
HomeMy WebLinkAbout1000-97.-7-3 OFFICE LOCATION: �QF SOulyO� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) CA 41C Southold, NY 11971 ® COQ Telephone: 631 765-1938 ® Fax: 631 765-3136 co Nil 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 15, 2019 Re: LWRP Coastal Consistency Review for MATTHEW ZASH & COURTNEY KREMERS SCTM# 1000-97-7-3 En-Consultants on behalf of MATTHEW ZASH & COURTNEY KREMERS requests a Wetland Permit to construct onto existing 1,347sq.ft. one-story, single-family dwelling a 354sq.ft. one-story addition (remove existing stoop and outdoor shower'from proposed footprint); reconstruct in-place existing garage walls and roof, replace 4' garage roof overhang with 12" overhang, and install solar panels; construct a 3.5'x9' roof over existing front stoop; construct new 572sq.ft. waterside deck in place of existing 171 sq.ft. waterside deck; and reconstruct 5'x6' steps to deck; construct a 14'x26' gravel patio in place of existing gravel patio; remove existing septic system on the seaward side of dwelling and install new septic system more than 100 feet from wetlands; install drainage system of leaders, gutters, and drywells to be located more than 100 feet from wetlands; and to establish and perpetually maintain a 10' wide, approximately 1,130sq.ft. non-turf buffer along the landward edge of the wetland boundary. Located: 400 Beebe Drive, Cutchogue. SCTM# 1000-97-7-3 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 LWRP'policies and therefore CONSISTENT with the LWRP provided the following is considered to further Policy 6. 1. The installation of a vegetated, non-turf buffer landward of the wood bulkhead. 2. Request that the applicant install a 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I, 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). 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 RECEDVED SCTM# 97 - 7 _ 3 OCT 0 4 2019 PROJECT NAME Matthew Zash&Courtney Kremers Southold Town Board The Application has been submitted to (check appropriate response): 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) 0 (c) Permit, approval, license, certification: VN Nature and extent of action: Construct onto existing 1,347 1-story,single-family dwelling a 354 sf, 1-story addition(remove existing stoop and outdoor shower from proposed footprint);,reconstruct(in-place)existing garage walls and roof,replace 4'garage roof overhang with 12" overhang,and install solar panels; construct 3.5'x 9'roof over existing front stoop;construct new 572 sf waterside deck in place of existing 171 sf waterside deck,and reconstruct 5'x 6'steps to deck;construct 14'x 26'gravel patio in place of existing gravel patio;remove existing septic system located 56 feet from wetlands and install new septic system more than 100 feet from wetlands; install drainage system of leaders, gutters,and drywells to be located more than 100 feet from wetlands;and establish 10'wide,approximately 1,130 sf non-turf buffer adjacent to wetland boundary,all as depicted on the site plan prepared by Kenneth M.Woychuk Land Surveying,PLLC,last dated August 27,2019. Location of action: 400 Beebe Drive,Cutchogue Site acreage: 19,477 sf Present land use: Residential,single-family dwelling with dock Present zoning classification: R-40 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: Matthew Zash&Courtney Kemers (b) Mailing address: 172 Waverly Place,Apt.4B New York,NY 10014 (c) Telephone number: Area Code 516-398-1368 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes M 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. ❑Yes ❑ No M 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 M Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III- Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages g through 16 for evaluation criteria [—] Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable -SEE ATTACHED ADDENDUM ADDRESSING POLICIES 5&6- 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 LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR MATTHEW ZASH & COURTNEY KREMERS 400 BEEBE DRIVE CUTCHOGUE, NY SCTM#1000-97-7-3 Policies 5 & 6 The proposed work includes the replacement of the existing waterside deck with a larger deck located roughly the same distance from wetlands, as the deck will be significantly longer but approximately the same width. The proposed dwelling addition will be constructed on the landward side of the deck, in line with the existing seaward side of the house and 86 feet from wetlands. Therefore, while creating almost no additional encroachment on Eugene's Creek, the project will result in a 1,058 sf net reduction of impervious surface area on the property as a result of the replacement of an existing 1,750 sf asphalt driveway with a pervious gravel driveway. Additional mitigation measures include installation a drainage system of leaders, gutters, and drywells to collect roof runoff from the renovated dwelling structure; use of pervious gravel for the proposed patio surface; installation of a temporary project-limiting fence to control runoff and site disturbance during construction; and establishment of a permanent 10' wide, approximately 1,130 sf non-turf buffer adjacent to the wetland boundary, which can serve both as a sink and filter for stormwater runoff and contaminants. By thus reducing impervious surface and lawn areas and capturing and recharging runoff, the quantity of runoff reaching Eugene's Creek will be decreased; and the quality of runoff will be improved through a reduced concentration of potential fertilizers,pesticides, and insecticides. Additionally, groundwater and ultimately surface water quality will benefit from the removal of the preexisting nonconforming sanitary system located 56 feet from wetlands and installation of a new, upgraded sanitary system more than 100 feet from wetlands and thus outside Chapter 275 jurisdiction. Therefore, the project will have a net beneficial effect on the environmental conditions of the site and the adjacent tidal waters and wetlands. Therefore, the project will be consistent with the goals of Policies 5 and 6 of the LWRP, as both water quality and ecosystem quality and function will be protected and improved as a result of the mitigation measures associated with the project. -SEE ATTACHED ADDENDUM ADDRESSING POLICIES 5&6- 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 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 ® 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 ITITLECoastal Management Specialist DATE 9/5/19 Robert E'Hetwhann Amended on 811105 MATTHEW ZASH& COURTNEY KREMERS,400 BEEBE DRIVE, CUTCHOGUE t � y rr-cx � 4������t\'���1.j f � � j t r rt r'{ -�Jt���L '.V"�.�•,:l ,v^�� ':'�kyOQ ��.• ''�^hyyyi,! }� �, -'L�� ,,� dye rr 'CYC• if y krf� ��. �`� ,t K���,}x?I: ' 4 , w` "l � w�1 4 r'a"k� .ry� +y. •M �..�.,,r.. '� � a WA '-.t, ;� sem,. �,.�.• �: � 1. �4 n-'�;i'iax � �ti irk^ ryt r . J �k• � h "kRli� '.tl'.Us,Md .; � '� ,� .L .t. Figure 1. Looking east from tidal wetland boundary toward waterside of existing dwelling and existing deck and steps to be replaced(center);attached garage to be reconstructed(right,rear);and proposed I-story addition (right,front). » s r� ..;c� s�ti;.. S v' ,:)y`�y:•.� ` <T �:I`�'Tr k1(�.+t'. rr+ r'c;t� ,�' �'.j 1.. � �y1."`�� _ _ae `:z ✓ � d $..,�. .,Ssy, fi'rk,.. "k E7�y� ,�'n t i4 C•ltn• 4•r�a �, v ���`'4 v fi, f �r Figure 1. Looking west from existing deck to be replaced toward tidal wetlands and Eugene's Creek. MATTHEW ZASH & COURTNEY KREMERS,400 BEEBE DRIVE, CUTCHOGUE S C .t. i° ,r w� I�gnrr 3. Lookim,northwest toward Eugene's Creek over proposed locations of]-story addition and new deck. F ,L Ya Y:: y C Figure 4. Looking west at front of existing dwelling and attached garage to be reconstructed(in-place);proposed roof over existing stoop(center);and asphalt driveway to be removed and replaced with pervious gravel driveway. rx[ ssr •^' _ _..___. P PROPER iY lfAP. SEE sEc.NO.aes •.. -- - -- — .. - SEESEC.NO.a65 aIATCII UNE WTp/ LWE MATCN UN fUTUX urE N �/ MATCH LwE N atf UNE WE _�__ — �_--�--- ------ ____ UNE a , — —�--- - --.�--- --� .2] 1212 FOR PCL W. 6\ I M 2.G ).�_ 3EE SEC.NO. s \ \ FOR PCL.NO. FOR Pfl NQ FOR PCl NO. j r ass .,0.3 \t Na a SEE SEC.NO. SEE SEC.W. �`: N 3.t 1 055-0.1008 X2-2 05503-010.4 15.1am lk ♦ tl M1 1 a 9 IaFo 4 § 3µa 128 $ ' naw umucN taa bi '9 z.eNrl •s I y 0.2nfq a :A \ 1onNaF 15 1110 115 6 (CD 10ARNata 2 z.vA) a O 'A ' 131 e e 2.5µc1 IjA 5 R,navrq y, tA10 lA 1 ♦1 i 2W) 1y1a 93'�W"t Q O '�Ap 1y a\ wIn5 z y 5Piz1W) zu G A' b 35.41) 22., zM 215µl 23 W I ♦ UNION FREE SCHOOL—T NO.9 ,].4A N 2M o 1 A� AO I 11.5 0.1 i M m�I fa 0.5.4 la.B B P l 2a ♦ E 1.M O 1M 15 le 184 I ]1.Wa1 8 ♦ ia� 4 w 184am I i tee A I � 13.2 133 - 10.7 C L9A 1.11A f31 ! w am O 9 r I / -j ? � R r ! pM 1129 \ \IM 20 s a1° yi I y r1 J �O 1a 1j t'St() "Ur to 1 163 y2 (.� J1� t EUGENES ,& 'to I 1 / 14 3 4 'Jl \ 20 1 ) m 64 c 1105 )� J 3.,y) �3A i a5 201 •�ia 13a1d a m 00.)11.) I 1 ♦ •2 jg0 I 10 312 I I J '✓ 4"9r O q a 36^ v�rl�Rrsa"� -' ', 'O y+Y I /O ��- ° J N V. to 15 ?•a w 1y.6 4 1 _ 151. �)) ♦ � A / ] M w 4 � Y M 25.9Y i SEE SEG. loaotatsa e G ace o. W 1Y a __a _2 —�--- ° " 1..ro,—�--, a 1T _ X O �N NaTCX UNE — P a 4�w fla a 1MTC11�— UNE •_ 1fA� aq Pf' 10 \ sEE 5Ea No tau § ♦ O —�— R+) = ------ — -- --^-- Nonce COUNTYOFSUFFOLK © K w a., s SOUMoEO SECTION NO e ------ 0 --.-- --.-- Re al Property Tax Service Agency Y N ,r.r.� ^-- a� . —_— o..N. --,-- ...,�--•-- 3 c.in,ryc.awRN.Nw..Nrnwt m1 097 O A 1rH1 -- -- iA.s[mnc[A¢rvcv P ,Q1 t0 1!!! PROPERTY MM TYPICAL SILT S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 7 LOT(S):3 SCREEN SECTION GEOTEMILE FASWC SUPPORT POSE (� WOOD OR METAL [(�, I'�� �'• t FLOW DIRECDON C' \✓% E !1 4.tr �'� EXCAVATED AND I FI �'�°'R�'C" EUGENE'S ROAD BULKHEAD EXISTING GROUND - SEP 9 2019 EXISTING NYSDEC LOT COVERAGES BASED ON UPLAND LOT AREA 18,728 S.F. �_ �.tx EXISTING DWELLING: 1347 S.F. MON. I m C� Southold Town EXISTING 4' WIDE GARAGE ROOF OVERHANG: 63 S.F. 3• rwN"" m bd oar Of Trustees SHED W/COVERED STORAGE: 141 S.F. �I � �Rf FIS S6-go cp I O� FRONT STOOP: 29 S.F w b^�' SIDE STOOP & SHOWER: 30 S.F. / / 0.5'S oO F EXISTING GRAVEL TO BE REMOVED OO O� REAR DECK: 173 S.F. G 0.B'N GRavPano xRrH 14'xLs' o ASPHALT DRIVEWAY: 1750 S.F. ��=Q@FR s• pCyl LOT 32 V� -"�f 4 , PROJECT LIMITING SILT FENCE TOTAL 3533 S.F or 18.9% p. C �'cF AREA of DISTURBANCE (11,450 S.F.) I til PROPOSED NYSDEC LOT COVERAGE 4Q IeVc No's BASED ON UPLAND LOT AREA 18,728 S.F. O �4 �4� TSO' 44�R J2� 100, PROPOSED 4 BEDROOM EXISTING DWELLING: 1347 S.F. „Dp 0 / 127' A SANITARY SYSTEM 4' WIDE GARAGE ROOF OVERHANG: -63 S.F(TO BE REMOVED) '�pc /oR BOiAIAARI'ASDaWITO MBO?IY 1250 GAL S.T. SHED W/COVERED STORAGE: 141 S.F. `� ' ..% BY EB-001� TAWS I DRY (5) 8'0x3' DEEPP. ,V FRONT STOOP: 29 S.F 19,2818 � 0.2s SIDE STOOP & SHOWER: -30 S.F. (TO BE REMOVED) / DOSIING SNIITARY — — ° "�A� 2/0 �v REAR DECK : -173 S.F. (TO BE REMOVED) rl. / ' S � /TO BE ARQWO i'" L$ T. * �O� / ASPHALT DRIVEWAY: -1750 S.F. (TO BE REMOVED) r0 1 .?`�, E' CIBIN COARSE SAND •/ZONE X v� o° cqq N, LP h� / PROPOSED PERVIOUS DRIVEWAY: N/A Jj� �o POLE 0.2% CHANCE S �� PQ LP S 12 j /1 ::. PROPOSED REAR DECK: 572 S.F. PROPOSED :1: ::. . � '�`kP EXP ILr PROPOSED ADDITION: 354 S.F. D PROPOSED FRONT PORCH ROOF: 32 S.F. 1 \ MEPS r3o' 2g� P�� EXP o MON. j PROPOSED TOTAL: 2475 S.F or 13.2% oopTof gr LOT 31 EXISTING TOWN OF SOUTHOLD LOT COVERAGEO r / 1 ?�'o �i� � T RAY ;/ �pWiMRONIDff BASED ON UPLAND LOT AREA 18,728 S.F. I{r00 ZONE AE(EL s) a h;. �'�, •:• •..�` ;• (g y7 1 �yOSlB AND ROM NRH PLATFORM / �1��: F :... 1...... . PAVER APRON EXISTING DWELLING: 1347 S.F. =ry Oc cb / / )), t�y� 6/ do %::.`::. : :; EXISTING 4' WIDE GARAGE ROOF OVERHANG. 63 S.F. `� �'q MON. SHED IN/COVERED STORAGE: 141 S.F. � `�oN6-9- REAR DECK: 173 S.F. Nb wo0D/VINYL 30 p0„ p �'!=- L :..:-......�..... �r' f RET. WALL W :: �yL.f/ y::- 1i1� r ZONE X / TOTAL 1724 S.F or 9.2% / -ao r w:..c f_ .. / COXCSIOOP _— ::.::::.. . EL 9.7LIND !/ / DRAINAGE CALCULATIONS: �' ?per :: /I Gds TANK ! o / PROPOSED TOWN OF SOUTHOLD LOT COVERAGE BASED ON UPLAND LOT AREA 18,728 S.F. k/AU S / LOT 30 �F wA�' G w -� // M. DO/ �I =0� EXISTING DWELLING: 1347 S.F. 47 A) PROPOSED FOOTPRINT =1733 SQ.FT 9�/C N� s \, A �'% �' 4' WIDE GARAGE ROOF OVERHANG: —63 S.F(TO BE REMOVED) '238 DIA x 6 DEEPCD�EIL--E354cf PROVIDED /SO' 44;4 F OPO ED Cf. �. _ O ( ) 1 STY. ADDITION S2r/ o SHED W/COVERED STORAGE: 141 S.F. (TO REMAIN) EXI13W GARAGE WALLS Y OQ� �h REAR DECK : N/A (TO BE REMOVED) i0 BE RE-FPo111E0►N SM1E FOOTPRIM I.0 PROPOSED REAR DECK: 572 S.F. ROOF TO BE REBUILT AS PER PIANS SOLAR PANELS TO BE INSTALLED ON NEW ROOF PROPOSED ADDITION: 354 S.F. ELEV. 9.70A PROPOSED FRONT PORCH ROOF. 32 S.F. / q, / Lj MIN. 10' SEPERATION DR BROWN 1 Z, MON. /0 BETWEEN INGROUND PROPANE TANK PROPOSED TOTAL: 2446 S.F or 13.1% OL 0.5' P. @ AND WATER LINE TO BE EXPOSED AND VERIFIED THE WATER SUPPLY, WELL$ DRY14ELLS AND CESSPOOL ANDY LOAM �� / IN FIELD AT TIME OF NEW SANITARY INSPECTION. LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS BROWNC.I. LOCKING AREA LANDWARD OF TIDAL WETLAND BOUNDARY: 18,728 S.F. FEMA MAP#36103CO164H SMLOAMY SAND 1.2 / FFL 10.4 COVER TO GRADE-- RADE (9.7) FINISH GRADE TOTAL AREA: 19,477 SQ.Fr. or 0.45 ACRES (9.0) ELEVATION DATUM. ��� PALE / 1'MIN-2'MAX z UNAUTHORIZED ALTERA770N OR ADDITION 70 THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MEDIUM , 1 ¢"_F j, 0"MI • io MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SAND 6'7 /- 6- COVER 1/8 -� 6" COVER ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION SP & 6" • 6" SLAB LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. I GRAVEL NVERT THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 7O THE STRUCTURES ARE FOR A SPEORC PURPOSE AND USE THEREFORE THEY ARE -WATER EL 1.3 INVERTS (8.45) NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE 7HE ERECTION OF RWCE$ ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS (8.7) INVERT INVERT AND/at SUBSURFACE S7RU07URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY (7.95) (7.87) PALE CRAWL 6.2 FOUNDATION FLOW 8'G 3' COLLAR SURVEY OF:LOT 31 CERTIFIED TO: MATTHEW R. ZASH; SW MEDIUM WALL BAFFLE MI POOL �CLLEAAN MAP OF MOOSE COVE COURTNEY KREMERS SAND 6.0 , 2'-$n SAND & 3 GRAVEL FILED:AUG. 30, 1960 No.3230 WATER TANK 3'MIN SITUATED AT:EAST CUTCHOGUE USE 4" DIA. APPROVED SEWER PIPE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 1250 GAL. PRECAST S.T. SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08-27-19 I (5.2) P.O. Hoz 159 Aquebogue, New York 11991 JAN. 15, 2019 REVISED 08-15-19 PHONE (681)298-1688 FAX(681) 299-1586 REVISED 06-14-19 FILE 18-152 SCALE 1"=30' DATE:JAN. 15, 2079 K. WOYCHUK LS N.Y& USC. NO. 050882 m.fntmior enm reread.of Habeee r.s.ma.D a r®nom IL voychvt GROUND WATER EIEY 1.3