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Home My WebLink About1000-45.-6-6 OFFICE LOCATION: 0f SOy� MAILING ADDRESS: Town Hall Annex 01 0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Q Telephone: 631 765-1938 C4UNT`1,0�� 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: September 10, 2020 Re: LWRP Coastal Consistency Review of CHRISTA BROWN SCTM# 1000-45-6-6 Suffolk Environmental Consulting, Inc. on behalf of CHRISTA BROWN requests a Wetland Permit to abandon and remove the existing septic system and replace the system with a new IA/OWTS septic system (setback 108.0' from the landward limit of freshwater wetland boundary). Located: 74450 Route 25, Greenport. SCTM# 1000-45-6-6 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. 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 r------- IV P 0 2020 LWRP CONSISTENCY ASSESSMENT FORM SE So old Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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 Dep ment, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 045.00 - 06 - 06 The Application has been submitted to (check appropriate res rise): Town Board ❑ Planning Dept. ❑ Building Dept/ A. ❑ Board of Trustees 1. Category of Town o Southold agency action eck appropriate response): (a) Action and aken directly by T n agency (e.g. capital construction planning activi , agency regulation, land transaction) ❑ (b) Financial assistance (e.g. rant, loan, subsidy) ❑ (c) Permit, approva , ' ense, certification: Nature and extent of action: Applicant proposes to abandon and remove the existing septic system and replace the system with a new IA/OWTS septic system setback 108.0' from the landward limit of freshwater wetland boundary). Attach additional sheets if necessary Location of action:_ 74450 Main Road • Greenport,NY • 11944 Site acreage: 157.687.2 s. f. ± (3.62 acres) Present land use: Bus Terminal Present zoning classification: Industrial 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: Christa Brown (b) Mailing address: P.O. Box 2050 • Greenport,NY • 11944 (c) Telephone number: Area Code (631) 477- 1201 (d) Application number, if any: N/A 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 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 ® Not Applicable This policy is not applicable to this project. 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 Policy z is not applicable in that,the surroundin. area does not include any structures that can be classified as an historic or archaeolonical rescurce. 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 5 through 7 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable The above policy is not applicable to the subject proiect in that,the proposed improvements to take place below the soil surface.Consequently,this Policy is 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 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable This policy is not applicable to this project. 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 This Policy is not applicable to the proposed project. 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 This policy is not applicable to this project. 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 This project is not aplicable to this Policy. 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 This project is not aD Iii able to Policy. Attach additional sheets if necessary 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 This project is not applicable to this Policy. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable this policy is not applicable to the proposed project. 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 This_project is not applicable to this Policy. 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 This project is not applicable to this Policy. 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 This project is not applicable to this Policy. Attach additional sheets if necessary BROTVN Property Situate: 74450 Rte. 25 • Greenport, NY • 11944 SCTM#: 1000 - 045 - 06 - 06 (Photographs taken on January 28'' 2020) memo Ko n I u� +�F W� ,�� P'V '.d$Sj RS� �� J.f�'T�_lT• T. t The photograph above (taken facing north) depicts the existing wire fence of the subject property, as well as, Wetland Flag #2 as delineated by Suffolk Environmental Consulting, Inc. on August 25th 2019. BROHW Property Situate: 74450 Rte. 25 • Greenport, NY • 11944 SCTM#: 1000 - 045 - 06 - 06 (Photographs taken on January 28" 2020) rOA , f b � MW F i � 4 , h l 1� j. At" r a ,y q, 1 F M �y ib F P' The photograph above (taken facing north) depicting the existing wire fence on the subject property as well as Wetland Flag #3 as delineated by Suffolk Environmental Consulting, Inc. on August 25th 2019. BROTSI W Property Situate: 74450 Rte. 25 • Greenport, NY • 11944 SCTM#: 1000 - 045 - 06 - 06 (Photographs taken on January 28`h 2020) F R 9 �t "+$► ! .�'•. K.t`.y "i � '�t}� S,.ist M M1 N ll lid a i'F-1''7'r . , J a , 0�' 'J Vil ti f, I� 7 , .�. 1�4f�1i 4��'�`t?k't1 �'«$�� 'y � t�}•�i ,'� �k.�` � ., ":?w„ �,;4 yy�A�'��g� 6v,S 1�k P ,1a., The photograph above (taken facing northeast) depicting Wetland Flag #1 as delineated by Suffolk Environmental Consulting, Inc. on August 251h 2019. 111 1� 1• 1 • �,,> „ '�„"� *� ��ju1► � , r� y ��„PPP' �1�x rjx,r� ik4 ��• an„L�f a��y '"�j„r '.T� `, -.ark :r �-+1�}�+! w f' r8 ol uez lZ m .. , adlr •F ”r, j �' ... ` �..•�`�y. ,+a'�•�� "'��+�,' w,, Viz* f r+, :�Wd f r ��,,,, � :.* ate t�� ,�• � ,��,•'� �`°` ;• �� ' 4 • • s • , , / • r , / 11 , I • • , / , ' • / , I • • I 1 � 111 1 � 1• 1 . !1 v w _ ms's • �'�. ty «..mow• _ ?` •fi,"(`� 1p • tf lk' 16 41F� -' ,��' • ' •a�~; � • BRO LtW Property Situate: 74450 Rte. 25 • Greenport, NY • 11944 SCTM#: 1000 - 045 - 06 - 06 (Photographs taken on January 28`1 2020) ,r +� ! ® �1 n x t* yx A' The photograph above (taken facing north) depicts the proposed location of the leaching pool most proximate to the freshwater wetland boundary of the proposed IA/OWTS septic system. DRO HW Property Situate: 74450 Rte. 25 • Greenport, NY • 11944 SCTM#: 1000 - 045 - 06 - 06 (Photographs taken on January 28" 2020) iY < is 1 t� The photograph above (taken facing southwest) depicts the proposed location of the leaching pool most proximate to the freshwater wetland boundary. N [ N E $EE 6EC.NO.010 / 8 s).nnAS iwml) ZwnxT LINE �. u Y -- s,o-aasE a)memu+ iwut.an iw,u.a WTCN� MHa �_' UNE lu°a sx,)1)n iw>'« swx�i,'EE s+p1e.°t 2w,a19 5.1 --z--'E lMNkI % 7M laP141 xO. Q.11.OL. S FOR PLL ��G�NO. iwtuta x r,. / .+'w eN.m �)]0." yln m+n Nicw �M axtAs.n 2w>bID FREE °Qp1py,�yp+� Q'� �'• O{� . �s,eVm*w J1)m s2�m s,Sns 2wm.ro m N pST NO.f0 aoaaa, b sssa .uv ana m ;pmm mm,a i .aao S a �n<, D D ¢1upR>o N Y s).vnas as - 2.2 4/ ILIA h SD•� s_ FD.31 v Nm>y. N F.D.37 . 2 ¢11Lyin Q1i°yAitn Q 61 / j� N1Fe�As b� a.M O �, +.,.N� 41 51 3Yc) p2� e c�O.W N � ]• a.1 1.oAl<1 ' ppp ...Q' 1 vj p - 1 x ° 4-WC)10.. 11 TO �/ 5 1w) 1 °. a . 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I, ,.: ,.•:.: 1,Aw PC 12" 3'MIN a -my ak-y 2'MAX X MIN 1000-45-04-4.1 0 D ° EL 13.3' CLEAN OUT I LAR COLLAR PUBLIC WATER 1 IN 'ROA :...:...:... A REEj 3' K , I.E. 6» 1 I.E. 1 c 1; t r W O� NO( 2-75 C p 1/4'PER FOOT MIN.PITCH 11.2' 10.7' I.E. - iz•' ' 4' 1' 40' PVg1_1C+ A f U 220 MIN.4'DIA I 10.4' r :"'`: ' EFFECAVE Q Z PPE r i;ti;•i,, 4» �• .'<' --- SDR-35 1 PER FOOT MIN. DEPTH (n 1 L=13.2' m/n.t7- PITCH MIN. ^ ^`: �` - :.:::: :..:.:..:.:..:..:.:. 4'DIA PIPE ELEV. BOTTOM W „ 1500 GALLON SEPTIC TANK SDR-35- J O �54f O E 7 +13.3.' 1.7'E'--FE.END 8' DIAMETER 5' LIQUID OF LP 6.3' 1 A:12.5 5 REMOVE IMPERVIOUS IL EL 12.8' N7B. WATER EXISTING B _' ' ;; 2.0' [3]LEACHING POOL 4'DEEP s SOIL 6 FOOT INTO W U W EL=12.6' WATER N BACKFILL WITH CLEAN O 1 EXPANSION POOL 4'DEEP CLEAN MATERIAL METER NE F � � min.[] H SAND do GRAVEL rn I +13.6' a O V 0 ASPHALT HIGHEST EXPECTED WATER HIGHEST EXPECTED WATER W 4f �tij n h N EL3.3' HIGHEST EXPECTED GROUNDWATER EL3.3' Q 0 0 h BACKFILL MATERIAL TO BE CLEAN SAND do GRAVEL 676 f Be Be 3.5' SEPTIC SYSTEM DETAIL Z W B e 38.5' F 38'2 DIESEL PUMP N.T.S. 0 O Q O < ON CONIC. BASE SITE DATA SCTM#:1000 45-6 6 �f O a +13.2' 1 STI: CONC. SITE AREA:4.14 ACRES Q o BLOCK TOTAL BUILDING AREA: ` �W w COMMERICAL BUILDING METAL COVER (GARAGE) METAL COVER MAX" EXISTING: 8,831 SF W � 1 FF-14.0' 2M PROPOSED:8,831 SF � a METAL COVER e7c DIM Mw ALLOWABLE SANITARY FLOW �f LL! B CONIC. SLAB r 70D GROUNDWATER MANAGEMENT ZONE IV J FE.COR. , Be B EDGE OF ASPHALT WAVY DIM NO WO" 'r r eao ALLOWABLE FLOW FOR SITE WITH POTABLE WATER=600 GPD/ACRE 2.0'E GALE J 38'6' , 0.1'E C"�'R0N 001 i0°AAOE 'r r 700 SITE;4.14 ACERS X 600 GPD/ACRE=2,484 GPD(ALLOWED) 0 GRAVEL CID RNs®woe n DIESEL PUMP SYSTEM DESIGN CALCULATIONS V J EXISTINGON CONIC. BASE rA, sD OFFICE: 366SF X.06 GPD/SF=21.96GPD OIL/WATER 50.0• , STORAGE: 492SF X.04 GPD/SF=19.68GPD SEPARATOR TO °F1010 TOP GARAGE: 7,203SF X.04 GPD/SF=288.12GPD e� E REMOVED KEr "` "` DETACHED STORAGE: 750SF X.04 GPD/SF=30GPD 1 STY. METAL \\ AS TANK CRIB O MIN.b Parc r f WWAL araETBUILDING. f10" TOTAL FLOW: 359.76 GPD SLAB EL613.1' m°Rti� OR PPW O OR 20.2• (3)8' DIAMETER N Isfr'j;n f" SEWAGE DISPOSAL SYSTEM DESIGN O LPX 4' CMF (am T SEPTIC TANK N/O/F o DEEP 0.3'E U) I=Moo UMUTS PETROLEUM CORO. 12.8' 9 ooi ° (1) 8' DIAMETER REQUIRED:359.76 X 2= 719.52GPD SCTM# 1000-45-06-05 ui �' ° ° \ FE X 4' FEN. r PROVIDE:(1)8 FOOT DIAMETER X 5'LIQUID DEPTH=1,500 GALLONS PUBLIC WATER O yp 2. o LP ``.`DEEP 1.5'E LEACHING POOLS M LP l��` r REQUIRED:360 GPD/1.5= 240 SF NO EDGE O FE PROVIDE:(3)8 FOOT DIAMETER BY 4 FOOT DEEP=300 SF PAVEMENT OF +12.7' SEPTIC TA W Z --' EXISTING ST & LP'S TO BE NK DETAIL n REMOVED SCALE: NTS 9 EL-11.5. 10, zo CONCRETE LEACHING POOL DESIGN AND } co CONSTRUCTION DETAILS Z FELIo Q 1.4'Ed- W --,/'~_"` i WAVY DUTY AND LOOM W J , EL=11.2' RN4ED GRADE 1 J 2 CAST wa COVER TD GRADE / �'`�� 2°O pO W O TEST HOLE DATA ar MAXA W ASPH AL-T� Lo N .5dr 40„E McDON e�/09 C/ENCE Q �- N J 7 10.6' +10.2' O21DARK ASHPALTD' Q 07 � Yt•dA N. MIN. MIXED SAND&LOAM SORPC EL=11.8' WLF # 1RK am M ALENT O fl- 2' BROWN CLAY CH t/T Iia CU J' PALE BROWN AND ARAYISH eaET DST IL.i1� U) (o �8 SB \O +1D•2' BROWN RNE SAND SP ®®®® ® ® w""" AREA FOR HEALTH w X FRESHWATER WETLANDS BOUNDARY AS 't3" �• 33' a2• DELINEATED BY SUFFOLK COUNTY WATER IN GRAYISH GROWN Moo g® ® _ O m . ENVIRONMENTAL CONSULTING INC. ON RNESAND SP Moog® ® adMw srPudJ DEPARTMENT APPROVAL STAMP (. w 8/25/2019 �� 10.o' Moo g® C a WLF # 2 EDGE OF SHALT W WLF # 3 WATER IN BROWN SANDY rn O CLAY& CLAY a &CH s 1� WLF # 4 CL , sAx FEN.INT. 1.O'E 39' r MR. S WATER IN BROWN FIN' Tp ECTIONS MEDIUM SAND SP SECTIONS 45' NOTE• WA IM?ENCOUNTERED 8.2'BELOW SURIACE Y rN r W.PeffEMMON PROPERTIES INTO A MRON STRATA LL W17H/N 150'OW PUBLIC WATER OF SAM AND GRAVEL WLF # 5 A ELEVATIONS REFERENCED TO NAM 88 +6T RECBRDED aRa"°r^me BACI(FlLL MATERIAL TO 6£CLEAN SAND AND CRA�E'1. a 3 LEACHING POOL DETAIL N 0 F i SCALE: NTS z W BOSWTWICK BAY CO p SCTM# 1000-45-06-04 , N X } PUBLIC WATER 0PROJECT SITE �.� w RIVERHEAD BUILDING SUPPLY CORP T sT 052 .' O BUILDING JP DN' `1`,* t? ° PUBLIC WATER MPw"0' p r O SCTM# 1000-45-6-6 Z JANUARY 7, 2020 FE.COR. 394 0.6'E °0 SLIMY S eundND EL-8.0' 311.60 LEDGEND SCALE: AS NOTED f EL-3.8' f ff FE FUTURE 9;PANSION 140 584'10 40 W ST SEPTM TANK TFI '!'EST HOLE SHEET NO: CCLEAN OUT CMF L I. Co8 CATCH CARD[ASIN 1.0'W I\A-TMOM moo=A SITE PLAN KEY MAP SCALE: 1" = 30' SCALE: NTS SURVEY OF PROPERTY N AT ARSHAMOMOQ UE TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. FEB 2 0 K,20 1000-45-06-06 SCALE: 1'--50 I OCTOBER 15, 2019 JANUARY 6, 2020 (CER7IFICA BONS ADDED) I SCTM# ' 1000-45-04-8.1 I , I PUBLIC WATER I scTM# 55, 1� 1000-45-04-6.1 2 I , PUBLIC WATER WcTM I ' 1000-4504-5.1 120 / W Cp(10N OF PUBLIC WATER �� W pppROX1Mp II I SCTM# / W (t1000-45-04-4.1 100W / R D EL 13.3' PUBLIC WATER ' W / Mtal �N AET W / PUeUc W---- ----- 20 " L=13.2' » ' +13.3.' .END EL x12.8' N7T 5440 E' I C9 oy 1.7'E E�a12.5, EXISTING WATER EL-126'- i +13.1)` METER WATER NE F- f 11.9 y +13.6' d0' ASPHALT (ozo o N °i n o o V) 76. 4' Be B• 5' 35' B• 38. 38.2 28.0' DIESEL PUMP ON CONC. BASE O I a ' O �` +13'2' 1 STY- CONC. BLOCK METAL COVER O o �� o COMMERICAL BUILDING METAL COVER L1 J I M w (GARAGE) i FF=14.0' o M L11 w �1 0 METAL COVER CONC. SLAB W FE.COR x- J11- -- B 38.6' ODGE OF ASPHALT J 1 2.0'E j GRAVEL DIESEL PUMP U) j °' ON CONC. BASE 50.0' �\ 36.0' x- 1 STY. METAL GAS TANK CRIB I BUILDING. `�` 0 SLAB EL-13.1' `�` METAL COVERS O TEST HOLE DA TA ' 20.2 ❑ce I N MCDONALD GEOSCIENCE I -CONC. COVER CMF 8/16/19 N/O/F ) o.3'E UMUTS PETROLEUM CORO. I 12.8' "' �' - 1 5NE 0 2'DARK ASHPALT ' SCTM# 1000-45-06-05 s CONC. COVER MIXED SAND & LOAM PUBLIC WATER � I 20-2- MIXED � CONC. COVER 2 � N �� EDO \\ BROWN CLAY CH +12.7' PAVEMENT 3• I Z PALE BROWN AND GRAYISH BROWN FINE SAND SP i ( - +11.5' sT a � EL. 3.3' 8.2' I I � E 1=1 1'5' to WATER IN GRAYISH BROWN FINE SAND SP ' -- - w FELINE 41 10.0' 1.4'E O, EL=112' I - 1 ASPHALT 4' 0»E I 10.6' --- - +10.2' WATER IN BROWN SANDY ' Nvl 4 CLAY & CLAY CL & C WLF # 1 A EL=11.8' x o 39' �\t' C �o . \ WATER IN BROWN FlNE TO FRESHWATER WETLANDS BOUNDARY AS MEDIUM SAND SP DELINEATED BY SUFFOLK COUNTY ENVIRONMENTAL CONSULTING INC. ON 45' 8/25/2019 \\ CC, EDGE 0I,\ HALT N/O/F WLF 2 *,t\ RIVERHEAD BUILDING SUPPLY CORP NOTE.- WATER ENCOUNTERED 8.2' BELOW SURFACE � ------- '�' BUILDING WLF # 3 Ak` '� -- PUBLIC WATER ALL PROPER77ES WITHIN 150' ON PUBLIC WATER n �� \x-"x-"X=�x-x-x--x-x-x SCTM# 1000-46-01-2.3 ELEVATIONS REFERENCED TO NA VD 88 M WLF # 4 cLF i EN E"� I 1 I I N/O/FI BOSWTWICK BAY CO W'LF # 5 SCTM# 1000-45-06-04 PUBLIC WATER o O o y co U co 3 W s a M M O O cc N O :- Z � 394' FE.COR. O DOE O EL=8.0' O 3 2 1.60, 1n EL=3.8' S84'10'40"w 140' CMF M..fA L.1.R•R' 49' 1.o'W KEY Q = REBAR ® = WELL ® = STAKE 9 = TEST HOLE O = PIPE B• = BOLLARD CERTIFIED TO: CHRISTA BROWN, AS EXECUTOR OF THE ESTATE OF ROBERT R. BRJWN In = MONUMENT CHRISTA BROWN, AND = WETLAND FLAG SUNRISE COACH LINES, INC. IC. N0. 49618 = UTILITY POLE = PECON/Ct..:SURVE,YORS, P.C. LIGHT POLE (631) -765-5020 FAX (631) 765-1797 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW AREA= 180348 SQ. FT. P.O. BOX 909 YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL OR 4.1402 ACRES 1230 TRAVELER STREET n p_30� COPIES BEARN THE IMPRESSED SEAL OF 774E SURVEYOR WHOSESSIGNATURE APPEARSAHEREON.OR SOUTHOLD, N.Y. 11971 e7U