Loading...
HomeMy WebLinkAbout1000-132.-1-30 OFFICE LOCATION: rjf soyo MAILING ADDRESS: Town Hall Annex h0 lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G Telephone: 631 765-1938 ,� • ao lrouff I,� 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: October 8, 2020 Re LWRP Coastal Consistency Review of U.S. DEPT. OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER SCTM# 1000-132-1-30 P.W Grosser Consulting Engineer& Hydrogeologist, P C on behalf of U.S. DEPT. OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER requests a Wetland Permit and a Coastal Erosion Permit for a Ten (10)Year Maintenance Permit to dredge the Plum Island Harbor; an estimated yearly maintenance dredge would generate up to 4,400 cubic yards of spoils with a total volume not to exceed 29,000 cubic yards over the ten (10)year period; the dredging is needed to allow for continued use of the harbor for passenger and freight ferries essential to the operation of the facility; spoils are proposed for use as beach/dune nourishment and placed directly on the shoreline south of the harbor to the location known as Pine Point, as was done with the maintenance dredging performed under NYSDEC Permit#1-4738- 01145/00012. Located: Plumb Island, N.Y. SCTM# 1000-132-1-30 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 required to meet Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem and Policy 11. Promote sustainable use of living marine resources in the Town of Southold. 1. Determine the alternative disposal location for dredge material not suitable (if any)for upland beach nourishment. 2. Prohibit the disposal of unsuitable dredged material (if any) in New York State waters including at the New London Dredge Disposal site. 3. Require the deployment of turbidity controls during operations/construction. 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: William Duffy, Town Attorney Damon Hagan, Assistant Town Attorney Town of Southold a 0 C T 0 2 2020 LWRP CONSISTENCY ASSESSMENT FORM Southold 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 si ' cant 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 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 SCTM# 132.00 01.00 _ 030.000 PROJECT NAME Plum Island Harbor Ten-Year Maintenance Dredge Permit The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: X❑ Nature and extent of action: Hydraulic Dredging Location of action: Plum Island Harbor/Plum Gut Site acreage: 2.75 Present land use: Marina/Channel for ferry access to Plum Island Present zoning classification: 315-Underwater Vacant Land 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: (b) Mailing address: (c) Telephone number: Area Code( ) (d) Application number,if any: /Ul)' Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 0 No❑ If yes,which state or federal agency? USACE,NYSDOS,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 Q 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 0 Yes ❑ No 0 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 X❑ 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 S through 16 for evaluation criteria 0 Yes 1:1No ❑ Not Applicable Dredged materials will be used for beach nou ishment on Pine Point o stabilize h existing heach and dunes and minimize the effects of erosion. Attach additional sheets if necessary i Policy S. 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 0 No 0 Not Applicable 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. ❑ ❑ a 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. F1 Yes ❑ No 0 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. El Yes ❑ No 0 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. ❑ YeACI No Not Applicable Attach additional sheets if necessary WORIINNG 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 Q 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 M—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 0 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 0 Not Applicable PREPARED B TITLE &req-ncvV�n9 I �/s sµ° 7tbATE JS 8 OpAcc CLIENT DRIVEN SOLUTIONS r dry✓ .�.., View of east Plum Island Harbor. E View of east Plum Island Harbor. P.W. GROSSER CONSULTING, INC. PHONE: 631.589.6353 630 JOHNSON AVENUE.STET P.W.GROSSER CONSULTING ENGINEER& HYOROGEOLOGIST,P.C. PWGROSSER.COM BOHEMIA, NY 11716 LONG ISLAND • MANHATTAN • SARATOGA SPRINGS • SYRACUSE • SEATTLE • SHILLTON CLIENT ORIVEN SOLUTIONS T View of Pine Point, looking east. .5 T J View of Pine Point, looking west. P.W. GROSSER CONSULTING, INC. VNONF: 631.589.6353 630 JOHNSON AVENUE.STE7 V.W.GROSSER CONSULTING ENGINEER 3 HYOROGEOLOGIST,P.C. PWGROSSER.COM BOHEMIA, NY 11716 LONG ISLAND • MANHATTAN • SARATOGA SPRINGS • SYRACUSE • SEATTLE • SHELTON PAGC CLIENT DRIVEN SOLUTIONS Plum Island Photo Log s x,��„�.;-.�c���`w..y�.�y, �'�`'-++.mac+ _ --•. ^- y View of the mouth of Plum Island Harbor. - - View of west Plum Island Harbor. P.W. GROSSER CONSULTING, INC. PHONE: 631.S89.6353 630 JOHNSON AVENUE.STE7 P.W.GROSSER CONSULTING ENGINEER B HYDROGEOLOGIST,P.C. PWGROSSER.COM BOHEMIA, NY 11716 LONG ISLAND • MANHATTAN • SARATOGA SPRINGS • SYRACUSE • SLATILL • SHELTON N� d1ly „s 1 SND t3 �p Py�M ao tNT,kc), UNITED STATES RNNEN ' N -A"S COU / NTY OF UFFOLK / / Ole / 00 1 / 332A(c) COUNTY OF SUFFOII( Is PCZ TOY OF SOUTHOW �vooa U \ \ DµtENS of Taawo\u� COkM��T,A- STATE OF NEW YORK STATE OF NEW YORK 0/ c+a ou °i0 ------------ lo r0teiA(cl / awc) OP .— aAlel To - -01 ��,,� - RMK:FTSMTNIS �S�vn � I,Nt�LItW,�N w� CO>..INTY:OF SUFf CAK - ...�E;---•—. Dc Li P LTO TUI.,fC If'sl TFR --�ta.4r l7 L tsT i -, - wAl"W,N DLIV (� MACHINE +,-_.+ +a :29 SITE PLAN (� V g;• STONEM���FASRIC w �� �Jy •1�� 484 . +8.8 ' +8.67' llY'' r SOIL STORAGE +8.65' °°' F R sso X00 L 8 3X.'+s63� SITUATE ter/ c 0 .-. _--- S (105'"l'"p +8A8' ,,PROP. AT MATTITUCK Fong L.P. OVERl1EA0 gFCTl TOWN OF SOUTHOLD ' LP L P ' t° SUFFOLK COUNTY, N. Y. r L ' P w SURVEYED: FEBRUARY 21, 2018 nj 5.0 +6.75 LP. co (I1) ADD. INFO: APRIL 23, 2018 LW OF FILL_ (+1 m) 7x26 pRORu 7ILUNG WILL ONLY HYDRO. SURVEY: SEPT. 24, 2018 TEST HOLE _ - . BE IN�4.t ftNT YARD' REVISED: OCT. 17, 2018 y � +1100 1 'Mnu. REVISED: SEPT. 17, 2019 GARAGE _ 46.0 ' �l GFL.125 Dw NOT TO SCALE D.W. 0ifFRA514E� _ A2,w0 co COMP. MCDONALD CEOSCIENCE Q W LFL.s o o 2115118 �cl CL NON- °. GRADEI-ELEV. 8.50' V'�` CVb' - .► . +4.65' ER _ i U oDE NT " ON 160BROWN LOAM OL 460 I� A ` t 7 GRASS + +4.98' 'THRU FLOw DECKING' N BROWN SILTY SAND SM CERTIFIED T0: o Z; � N - '. GRAMEL BELow +s.10 i PALE BROWN FINE ` ll. OPEN GRATE 12x46 w SAMUEL J. DIMEGLIO JR. 4 r DECK o 5' TO MEDIUM SAND SP ,� /.� JODI JACOBS ti ` OF -6 • a ABSTRACTS INCORPORATED TITLE # 17-38-0150-11010 4 �\4 ` E PROP 4 T�SLAB _ 3.5W ' FENS T CHICAGO TITLE INSURANCE COMPANY C 10;b'fs' NOTES: o 10, PEOPLE'S UNITED BANK N.A. $ +4 s 8 �y HSN 1. PROPERTY KNOWN AS TAX MAP# 1000-123-04-006 WATER IN PALE ti " " STAKEO NAY BALES + +4.25' SAT CAMBRIDGE STONE 2. LOT AREA =17,813 SQ.FT. (0.408 ACRE(S)) "o BROWN FlNE TO AREA wALL 99LF AT 50' 3. THIS SURVEY WAS PREPARED USING A TRIMBLE MEDIUM SAND SP fi +4.8 � r �,' �'WIDE NON- BUFFER LINE S3 ROBOTIC TOTAL STATION. 15' w /- „� (LockTo OF 4' 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS 4\1i.+ o , n VAX PATOBE PART OF THIS SURVEY. io DEIFRM � 5. ELEVATIONS REFER TO NAVD 1988 DATUM. © + eP � 6. EXISTING ELEVATIONS +10.00 PROPOSED ELEVATIONS (+10.00) 20'E .c +3.09', - ce- FLOOD MAP DATA: WATER ENCOUNTERED 4.6' BELOW SURFACE u.-1. 70:1TI' Al" ,l. " 1 �'` ~ 0 MAP #: 36103C0482H e'er' F" MAP DATE: SEPT. 25, 2009 50'MADE NON-DISTUR UfFtR "t FLOOD ZONE: AE (EL.6) & X > FIAG#8 C r ♦ _ _„ ti STANDARD NOTES: , WFIA1G f4 ♦ - FANG #7 _ 4 L crrYRL^HT 20,18 M::HAFL wlr s ANO o +,1.P1, 1 LAG 06 FLAG `5 F ��� O .� '�7 9. U^:AUTHOR!.'ED At TFRATIO^I OR ADDITION T^ THIS SURVEY MAP BEARING A _.d !TIAL D NDAY - amara uG` O y L�'EN`.•r.D I,-N SJkvVN Y SEAL IS A MBCA'", LA S4.1!"1 7:C9 N I .c a `` `:N 2 , No':rvrMA Tn'E,E^UCA"r' LAW c' _ [' NAM (�MEBER C � J`. �r.ri�5.'' vn,c u r r_, _r'' rT.1^cam., �Wi CHUCK 01! � �'.U V A;,F G�Nt:rJ TIUE AND CC^`aCi' Cr.pIES OF `HE SURvEr".''., O�.;C.ar,� > • ♦�G#3 -MARCH DAH Wq +2.43 •O wcr: ANTI'Oc"a!ON n O� +1.52 : Cp s. ci-: .: ::Ar. 'a ON T F^uwrn.. o„u:rY MAP c,.r,!FY THA' N69.32'62V NSg w a V-1, PNF,AREr, ',N A'rr.%:'ANC.' v TIE C -a.r.T Ex;="N,'. cr.�c Or c,) 3'�i..g�. F'.4:. "�CC I"). LA':', ',1`1'L" A=��:� ED C-' T'' NEX 1�-,� ._:,'c D �s'O 1.8 [!� ASS;CAT';N CF PROF['i NAG. LAND LMC T!'F CFRTIF!CA'!04 IS E FLAG#2 d �. [.^�`, L!V'!TiO TO PFgS!,r; fL'' WF;.,'M THE c.UNUPHY S�4b': MAF I_; pRi'AFLD, 1- '.. TO THF T'T -E CO-cc•+`:,'Y m THi cnwRn.MTvrr,: N;v, ,.,r TO THE a #1 �,A6 03 LEN' T.-,r", !!s r c.., T1,s B^`..a` s,,,E, MA: > / +4.02 c�A s .:F c;R,'; rA 1 HE'cN A%[ NG-,,c.AN OAP,E n AO i oC) / +1. O oti 6 THE LOCA'rN OF t NDERGrPUN'7 IMP-�Gvi Vt NTE, OR 41 Err;R-ACHUF NI'4. AFF . NOT AIWAYS KNOWN AND OFTLN MUST Bt FSII,VWFD. If ANY UNDi RGROUND ry HOUSE S2912. O1" ....... .D�. .._._... _..... -.... NE .._,.. ....,_� If.`%C�vF I N", OR Fr:"L•rA^HME'JTC Eft'T 07 OW- c.D 13, THE w t 12.14 DEEDED PROPERTY LINE IM= cvE"�v-_a c•� FN�RiiAGHb'E.•.TS Ate: NG' COV ;_D t:', rH'I SUP:- o p 7 THF: OF:iET (OR D'v'n5":'.`? S,!OWN Hr'F N cR'" 'HE STRUCTUr, T' a F.F. EL 12.5' FlNISHED GRADE EL 10.70 Nr4�36'R '�^ HE P4UPEF'� LINTS A'-E Fc)f. A Sp E:C,c F'Li 'G': A`' t".E AND 111LaE'G=E w "'""'---,..,.,•„f-•,,_��.,_ 19.30` ARE NOT >iTE11OEU (O GUIDE THE EfITCT10N OI FE'.CFS, Fr IXNING WAI 4, 1 4'PER FC 1lML� V MIN. / +1.16 P 0 Fr(,CNS r'JC ^V A4:AS, AC DITIGF;'_. 1O FL" L"'Ir_._, A':II ANY C'HE^: O CONCRETE =i'o.�4 1 g S Cel'E T OF- T`-1s Su Y 1. LFA;7.'c THE LA',") SU V_YOF'�S !'., U N FOUNDATION INV. 1,000 GAL Wv,4€L. yAl, EL LEACHING S r +0,23 R;�r ,;,p z,-;- A A t.`- �. _� OR EV'OSSED SEAL SHALL NOT PF. t' SEPTIC TANK .9.2' ( 1 of 6) CONST.E!F:) !;, C3E A vn!Ib COPY. Li I g +0.44 +1.72 EL-7.2' -0.22 -0.26 -0.28 a -0.25 -('.21 HIGHEST EXPECTED GROUND WATER EL.4.2' y�W, < Y i u GROUND WATER EL.-3.9' -0.83 -0.79 -0.75 -0.80 -0.54 -0.22T -0.00, +0.33 r�L L 11, 3 `' Q c /mac) �r _ / -1.45 -0.81 -0.25 -2.23.23 -1.40 -1.45-2.23 -2.21 -2.35 -1 +212 -2.47 -2.49 -2.48 -2.47 -2.19 _2.18 -0.77 -3.10 -2.51 -2.43 -2.43 -1.27 -3.09 -3.14 -2.15 -0.27 +0.56 11 LOT COVERAGE INFO: _3� -2.51 2.51 -2.41 _0.73 1 ' -3.47 -3.16 <<� o -3 -3.95 -3.53 5x15 RAMP- -2.53 MICHA L;�K WICKS,-1S'L.S. #50390 E LOT AREA -17,813 SQ.FT. 321 N UPLAND AREA (INCLUDING BUFFER) =14,308 SQ.FT. -4.15 -4.28 -4.15 -3.53 _i -0.26 , UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.FT. -3.85 3.65 _308 -227 1 BUFFER AREA =5,464 SQ.FT. DEEP HOLE C -2•� -0.25 +0' j MICHAEL K. W IcKs 3 WETLANDS AREA -3,500 SQ.FT. -4.35 -3'51 -3.11 -1.52 Y -4.65 - LAND-4.55 -4.25 LAND SURVEYING s OF UPLAND COVERAGE -5.55 -5.80 -4.80 4.80 -3.44 -0.80 -0.33 PROP. RESIDENCE -1,920 SQ.FT. (13.40 ADDITIONAL INFO: _810 -4.Ss -2.52 _1.66 200 BELLE VIEW AVENUE, PROP. DECK =552 SQ.FT. (3.8�) 220 C.Y. OF FILL NEEDED FOR FRONT YARD -7.25 _7 -5.35 -5.43 -2.14 J CENTER MORICHES, NEW YORK 11934 x -0'Ss I VOICE: 4.0156 - FAX. 631.909.3845 PROP. PORCH =182 SQ.FT. (1.27) FLOATNG OCK0 -hes -2.45 wwm.wicksldndsurveytirg.corTOTAL S (18.50 J =2,654 a f RECORDS OF RICHARD C. DRAKE ADDITIONAL INFO: -5.75 -1.54 i PROPERTY OWNER SAM DiMEGLIO -6.80 -215 �' SCALE: SURVEYED BY: DRAWN BY: SHEET: ADDRESS OF PROJECT: 2280 DEEP HOLE DRIVE MATTITUCK, NY 1"=30' B.W./S.S. J.W.W. 1 OF 1 -2.47 I v :__ ' - III - 0��,4] 14 1 ;/41 22 37 ,3.*: 14 24/ 50 21 x Fl.,N,.�, FISHERS ISLAND SOUND 23 17 _G 22 x 4' A23 34 46 19 29 2 26 14 ............. 9 3 16 X4_9 -- 31 39 c I 1-1 14 16 36 !vy 23 34 20 �4 24 �19 E UM t=A Mt-_N I t;- 29 15 fIT ZL EEL ORA.55 ARLA- ROCKY GRAVEL I$BOULDERS 27 26 21 62 h 0 c 0 MODERATE 00�37Y APPROXIMATE PROPERTY LINE 22 ­�:, .5 24 14 is NO 81 t,�- _ APPROXIMATELY 350±FT FROM 0 S 16 16 0 23 6 ms X-6.2 PIER AGGF-55 WALKWAY TO THE NOTES: 22 20 113 1 17 16 pp Middl f6f. INZEFVV"nE_cFF mz%ft nm 5LIoE NORTHERLY NEIGHBOR 1. ELEVAT10N DATUM 15 ALWL. 4 17 16 18 11 16 SITE 2.TIDE DATA 15 TAKEN FROM 2018 NOAA TIDE TABLES 3 IRV J, 0 X-11.4 MHw_-2.5 KWL) REFERENCE: NEW LONDON. GJL_15 TAKEN FROM THE it i 8 FBO ASSOCIATE5 LLG 14 .2 COASTAL JURSDICTIONAL LINE FACT SHEET: GROTON MUWK B-0 f, 55 1 1) WS R Island Pond C/O ARNOLD FISHER 3. PROJECT DESCRIPTION: RF-CONSTRUCT 150±LF OF 0 N4'�,"�' ? 9,L.! �2 0 29-9 PARK AVENUE 42ND FL WOOD TIMBER AND BATTER-BRAGED PILE SUPPORTED &I&n obt 7 Doft (1) -10 26 X-10.0; PIER WITH ASSOCIATED RAILS,WATER/15LECTRIC 38 Co 6,__ RELOCATE EXIS�NG TIE-OFF PILE. NEW YORK, NY 1017 UTILITIES, DECK LIGHTS, LADDERS AND ACCESS 5TEPS. 6 10 REPLACE AS NECESSARY(TYP) RECONSTRUCT 34.±LF OF WOOD TIMBER AND PILE 9 4 9 PA, 36 5 SUPPORTED PIER 1:'and LOWER PLATFORM WITH" X7.1 3Z ............ 13 Lb�Tll,�d 46 THRU-FLOW*DECKING.ALSO, INSTALL NEW TIE-OFF 3 9,/ _f7 PA DOI Clb*�3 tR� Ra F HIGH TOE WINE A-W--35 PILES WITH TIDE SLIDES AND RELOCATEAZEIPLACE ONE 1 p t h 18 PA u P11- �O.; 21 rky 44 x4.:2 NEWLADDER REF MLW DATUM EXISTING TIE-OFF PILE AS NECESSARY. 30 49 q, v /Ox GRASS ARE�SPARSE Al. /-j 24 WOOD SOUTHERN*YELLOW PINE DECKINO ON THE MAN I PIER SHALL NOT BE"PRESSURE TREATED". V_ A 34 40 Ram 27 r) Ll TVA 37' 50 21 X-63 VVETLAND THERE WILL BE SIXTY-TWO(02)12-INCH CLASS B 76 7 BOUNDARY PRE55URE TREATED P11 ES UTILIZED IN THIS 34 36 lioloy 46 40 REcomsmu=er-T wDE PiLEsuppoRTyr,Pi5R CONSTRUCTION. 27 X-12.2 37 'L'and LOWER PLATFORM,W1'TIqRLLFL0W'0EC<1N0 2 4. PROJECT PURPOSE: 63 ELEV VARIF-9 63-FT TO 53-F7A7 NORTH Etp // TH15 15 A PRIVATE DOCK FOR RECREATIONAL BOATING A-W.=O.O MLW UNt WATERIELECMC U77L.MES 0_YP) USE. LOGATIC)N PLvAN: // VX-1.1/// //' UPLAND VEGETATION: 5. THESE APPLICATION DRAWINGS REPRESENT RF_FE:P_F_NCF_: N0/41sA CHAP-7 13:214 / POISON IVY A COMPILATION OF 5URVEY5 FOR ENVIRONMENTAL GRAPHIC SC06LE I'=20w x-a GRASSES PERMIT PURPOSES. THEY ARE NOT CONSTRUC 71ON BATTER-BRACED PIER SUPPORT FILFE P.2 Br7ERSWEET F 3.8 CONTRACT DOCUMENTS.A TOWN BUILDING PERMIT 2000 1000 0 2COO 70P ELEV 4±F7 ABOVE 05CK MP) �X43 I MAY BE REQUIRED. NEW DECK LJ(5;Hr 6 TIDAL WEILAND BOUNDARY MH\V--25 X-11 fj / // / /�XJ�10 TRANSMON DECK X3.7 4.:2 ELEV 7.5-Pr x To 107-5-pr X-43 -nr)ALwETL*o BOUNDARY 5 TAKEN TO BE 150.*F-T RECONSTRUCTED SEAWARD OF THE UPLAND VEGETATION 53±Fr wV6 PILE SUPPORTED DOVvN TO THE H*HTIDE LINE. T PER,DECK ELEV VAP4r-S X-J.P NEW WATERIELECTRIC UTLMES MINIMUM DEC<ELEV 6-4-T MLW NEW RAILS(T),P) RECONSTRLIC7ED 61FT WOE PILESUPPOR7ED // // z/I RECONSTRUCTED OtFT WL)E LOWER PIER L_'TOP DECK ELEV 43--;±Fr(Aj-jL_",) END Cf=PIER PLATFORM TOP DECK EL-EV 3.35±FT(AMLW 35 34±FT- X-6.2 TRANSMON SLOPE 70 END OF EFEL GRASS AREA- NEW T75-OFF PILE wHh T70F 18±FT CLEAR MODERATE DENSITY BOULDERS SLIDE 70P M-EV 153-51tr-7 Cr PROPOSED � '­'/" 11 71 x AHWL 35�AML%� BOTTOM 5EDIMENT5- PIERACCE55 20iFTCLEAR ROCKY 0RA\VEL BOULDERS WAL KWAY (rYP) AMHW 25(AtILM4 4-FT WOE X�7.7 xxi/ 10, 09 / / HTL 125 DAL NhlETLAND BOUNDARY ---AMLW 0.0 ry /, / / .. v/. /I- - /01 3a / 0//// X4_3 UPLAND VEOETA-11ON NEW LADDER wth TIMBER SVF�VR I BRACE(TYP) NEW PYER-SUPPORTPLE 70P ELEV 4±FT ABOVE DECK(T� 10, Ole 00\ BENCHMARK x TOP OF:SPIKE x-4.6 M1 ELEV--43 AMLW DATU E 01 Vt. OF SRKE M Top V. FE I El 22,60 NAVD88 /v APPRO)QMATE PROPERTY LINE X�i ACCE55 WALKWAY TO THE APPRO/'<IMATELY 350±FT FROM THE X4.7 SOUTHERLY NEIGHBOR- END MEW 0.8 /* VIRGINIA F. THOR5 P.O. BOX 50 10 5 0 10 PL.,AN \//IF-\/V F15HEPS ISLAND, NY 063-90 CvRAPHtC SCALE 1 20 PAY 2 9 END OF PYER 70 W REBUILT NEWvE-Of:r PiLE wfthricE _Gu0F_-rap EFLEV 15.fr-T Crfp) R15CON.STRUCrED 5-5tr-T W05 PILE NaV aArrER­3RACE0 PER SUPPORT PILE- SUPPOR7ED PIER'FOP DECK ELEV 7-9.14-7 SURVE"r B**Y` L,,d�-,NrD &Fr PIER NEW WATERIELECMC UnLMF-S TOP ELEV 4±Fr ABOVE DEC4NO(rYP) NO PRESSURE TREATED DECK LUMBER NEWPIOZACCF55 SURVEr"INO L-1 C; 'L-'LAST 10-FT ELEV 35.,, ELEV/6,,TIONS /,6,,PF- B/4,%SED ON "WL _1"Ew WOOD RAJLS MV) 46,9-7 20tpT DECK ELEV 6-=,±Fr CLEAR THRLI-FL0W'0EC<NG PROPOSED PIER ACCESS WAl"AY DOG< REGCDN_'a_FFRUGT10N AH\M-.3.4 T H/d��RBCDIR VVF_.(=� &7- AMH\)v 7t-1 F� )UND Fl_ 77VAL V/E�.S BOUNDARY ,ALWL 0 0 8--FrMN, PROPERT,*Ir OF .Z NEW SpLrj'CLAMP and CRO55 BRACIN6 BOTTOM SEDIMENTa.ROCIC GRAVEL It ....... ....... W11 L-L,4," DOTSON MATE GRADE FILE BOULDERS 258 Broadway #7/4, NT , N'*,r 10007 NEW BA77ER-BRACE PILE SUPPORT*(nv) -NEW LADDER wfffi T7MBEP SUPPORT BRACE M'Fq APPROVED APPRO)CMATE GRAD Ed BOTTOM SEDIMENTS: PROFILE STONE and COBBLE DATE Y E1 SHEET 1 OF 1 t: %L Nz co w* 0 K d P;ROFILE PREPARED BY- Lli r 3� 19�2 0 ,3 W_ (O!DO GRA,PHIC Scv64_r= 1 "=10 KEITH B.NELSON,P.E. OP 1 00 0686 10 5 0 10 PO BOX 42 MYSTIC,C17 06355 0 P 0 %FES <eIth B. Neilson, Docko Inc. 311612020 11:35 Ar-1 C)otson-3C,-24x3ro-F-xhibit.dwg 860 5-72-8939 FAX572-75769 EMAIL office@docko�= DWO v3_091-2960 I iu m u O L ?2 D raj l J 1 ii 35 50 9r 13 37 SO 25 'oyy� 114 62 • fip !� 4a �1 ` ` * 3 *r 21 . Stone i ra8 `�•� 85 n b7 21 A n� S �� �aTM o' MAINTENANCE DREDGE AREA 127 Y Plum steete * ,.* * j tih ` • �� r" WJ\ ar 5 irV PLUM ISLAND ANIMAL WITH BOTTOM ELEVATION OF DISEASE " '19.61 FT NAVD88 18' ML / \ * o ( for Heliport (USDA) rs p Q ' "," �• \\� 2 '* CLIENT DRIVEN SOLUTIONS p Water MAINTENANCE DREDGE AREA 37 * , ,.: * ro z5 `I WITH BOTTOM ELEVATION OF . ''• P.W. GROSSER CONSULTING ENGINEER w ^� lZ ! 93 M S A N D 2 '� -15.61 FT NAVD88(14'MLW) x x , r2 "rte r�� �, r f �r \ { * �\ REST D " * 22 & HYDROGEOLOGIST, P.C. p , 73 �• ; 1 5 �� ,o; ^ 1 r , i B sa \\ � .. .m i 7e 630 Johnson Avenue.. Suite 7 i �� o ! f'�• o o MAINTEN ; o \` +.-. ' • a e * # Rack t Phone:(631)589-6353. Fax:(631)589-8705 Bohemia. NY. 11716-2618 ANCE DREDGING TO BE A ! ^� a9 Q A o " 22 E-mail: INFO@PWGROSSER.COM / MAXIMUM OF 615 - o \ � CONSULTANTS Plumista o J� � ` % �;�, ``l , CUBIC YARDS PER ` z Lighthou G7 j,� .-'r7 / EVENT \ 77 1 h R o r �, /��ro ` Plum �7 i Middle Harbo ,` DREDGE SITE ev Ground19 11 ?e r e i 3: I i r r �•h� O ! rlr r" -: 4y � ` ---�"��� / r s� � ' ' ,� C� \c. �� ; 15 .� a. 1` r •1r o •. f ra' <1r J`., �• j 30 1 h O 6 W ` j r t, ,y 4r ♦ 9, ` Olt 37 40 50 MAINTENANCE DREDGING - 190 h �,• / , \ TO BE A MAXIMUM OF 3,788 eo i Pt 5 Pine Point i CUBIC YARDS PER EVENT ,�. ! r r , 2a 16496 ^) Al, lea �8 Be , �•,� ti O r •�f ,� � ' �. BARGE ' � ' day ?� j r " VICINITY MAP � ' ! `t'' � •• c,• � .. ' ;' �°•' ' � `°' ,p• ! / er tt- ,' SOURCE: NYSDOT PLANIMETRIC INDEX MAP EE61 l SCALE: 1"=2000' ,��I' ��,'� � j .. �,'`�.��" " , �''� f `'•h• '-- � ..--•- � r o `moi �,•,�, `' 0 2,000 4,000 i ( ' r °• 1x ea l~ ~�' �� �`t ; v, ` ` '.y '� SCALE: 1"=2,000' ' INN hcy' O h r w4.1 A.Q 6 Q.9 Ar (. .�`/- ^M '-r'' y� 3.6 p,4 rs'' 2 lb m �` _ w_ --.. MHW Q _ _- _ .. __ _ .-......-._...._ ._ . .»....,.. _ __ ! 1!jI i i`' `Q7`3i i`cr 1!I" \ pcir df I" O! rn.! 4'"J ^s eb'�cb r i o rR'"�! /!///!�/*a'�/3/J 'ry ,�,'''r^�,ra,g!ar,vim''a�!`,'•r Vr .-.,'-3-.�2 T 2 Q1.0 • /1'A oj2:•79g \�?R`O»'.�,.'K _2 - 4 Q AREA..T._.O..._....B. E DREDGED _..,.. - ROCK OCK -_----- _ _.__.................................................._.... ............_......_...... .........._.._...................... ..........................................- ......»....................... JETTY � / 3.5 �J TTy r ........._............._»--------- b Q•23• 3.0 .2.5 4� -1 I _ 1/ - _...._._._.. ....._. _..4.0 ................._..._._.._. _ ._.-........ .. .2.7 .2,2 - - - - - - - - - - - - - - _.... ................_.........._................._.......... _ -._..__._.........._ ................_..._........_ ................. _.-_.._....._._..._..._g _7„3 _2 _24 \ ' r ' ��rQ ~//l , ,� `b •r 'I r�r'! ! 9 2° .2 -0. S,5' 6 7,2�' A Q 5.fi �J , 3 ` �^- -- ..............__ -..-_-.___.._......_._....--._,_._...»_........-, -..__...................._.__....._...__._..........__.._.-_.._..._...... _....._..... _......_ .»..__...-......---..._. ' h r . ^o j ' i r f t � _2,2 PROPOSED HYDRAULIC Q �r .a a.3 �� - - 1 ' l; - .......................... ° i ' ` --, DREDGE PIPE ROUTE / -4 / ' J .1.. -"' 3 5 srQ�6 1 ___.l ........... .........._.......................__---_.._..__._......_........__....._. _»_..... _._... ........._........... .....................__..._ . f /I g h Q _.__.-....»..._»_._._.__....»._.._......... EXTENTS OF APPROXIMATE __..... .: • ,' , , ' " ti �'o " ,,/`[l/ 'Q• `"� `Q' ,,,5-' 3.6 �;�' 7.9 a t C'> ..._ ...._. , , rr � r A l� r oa 0j N ' ' ' S 4.9 " 3.3, 2 7.6 -5 G.......- __.._.. _...._..._.»...........»_........._. ..._............ _....- `1 -- --.- -'7 , /tts t2.a A _. ...__.._...__._............... ROCK JETTY �, �, I , "f :1 /f - 7•s �. PROPOSED SPOIL AREA ' ,?- 5 _-- C 4 APPROXIMATE.. � p BOUNDARY -6 7:7..,_.__..._...._".`.`� _.._...__.. ..................._._... _ _ EXTENTS OF _._.._......_............._.._............._..........__.... _ _ ._.._..._........_..................... . _ l r r• f77 Y1.g q 1 '_"' t k 3 Q C9 &z s s12• \� 1p.9 - ROCK JETTY "ti;; / ji ! o. h Q Az 6, 13 1 2.7 t t.5 12.a /C5.3 1 Cy �_�,M1 ---....__... ..._.......---......._......,._.__..................._.... �l I , �' Q 3 13 12.5 1{ p 7 1 1 k.a/ -7 _ i �' a° rx f / r �'' ZS S ^•7 3,1 13'7 13 13.7 tq.5 co _. . C,a• 14.3 d 14.0 \� 15.7 00 _..._ TO SPOIL SITE �� .2 > ,- 14.6 14,1 14,3 14.5\,�r4 a r$/' 1 r 4 ,z Q -8 ........_......._...(..-' ....._._..............._.._....._.. ...................... _._.._..__.........._.._........_.. _.._................................._...._..._-..._._...._..__....._ _.. , AS .° lb, 1\ t; O z.g �16Sfs 2;�. 4.3 is \q x t S.a V Z -s _: EXISTING GRADE r> ! ! ; ' f �?" , .ra 4�} Q _ 6 � �D r 6.3 14E O �`•. _ \I o - - - ......._........._ ! '��. , ♦ �,JC, C ;4. 2.4 3 3 4 1 S• `.�'" 1 S • O '� __....... ✓. i` � �� r s is �. 1$ r _ 1sIS ` � t ........ _.._._........................ . ..._......._..............._z.z16.10 wq' 7S fi 1j IL J L> ,! 1 r� �' i ,• ��•3 \• %/t 2•^ 3, \ 1 r w ........... _ ____.....__.._.__ .. ................ s 3 a 1 1 is r& /Q Q -11 `. . ... _ SLOPE NOT TO EXCEED 3H:1 V __.......,. --.._..._.._..........._._............._.................... _._.__.... �.,^?/� ,3 4 �3 ^3 6 ..Z �1 3 -\ 1,' S 4 6.1 5 4 J - . f .� ..... / - ` �(3 �' `Sq �q p 2.3 110 _;-, ``�•r z;S 3S 6•'7 1X76 16.3 r53 _.. _... - 1 c r ' I / 1 4 r __ ................._........_...._.............. __.._.._.... -•_......-..»..._.._........................._........._._.._-....._.._.._... ..... 3 Q \Q s - Is. 2 -12 .� ...... _ o j g S 4. 3, 3,g 7 V u._.!�' _...__.... 1 _.................. __._.._.._ _...._ q 4,4 - r-4 -0 '�, -5- q s 176 ; P .�... 4 �� .44 4z C(f� 3 \- 27 �3 1 z v w ! r 6 - , �� f +• Qa' �./ 1 'q•? .. 4,6 4,4 .. •4 `9; `-0 \� � 3 8 18. �' -13 -- -- _� .............................................»..__..._._.........._ ...... ....__......._....._..................... .......................-..__...._.-....._-»___._..__.._.__...___»__...._._._....................._._._.............__.__..__._.. _..__... .............. !� Gj a l f ' 4.8 `4.8 `4.7 4 4'1 e 3 �� 3.4 3• \ r r3 & Q _.... f 7 r ,y�� r•' a S 4, 4 s ' 's �z 4 r o �- ,1 S `s 4 Q v -14 - _ --....._. 'r 6 " , 9 4 4,� 4,1 7,, 4 ?\� 4. c5. - i - _, ! 4, s 4, •6, 3 s rV f:...................._.... _.... -... -._. _._................. ... 3 8 �.� 3, s l� ti _ 1 - --..._._............... _..._..... _._ _.»......_...__....................._......_......................._ .. _ _....._........_.. _ .. 4.7 . S �1•f 6� •8 �l/ `�� �•., y.. .. 5 ,4" 4,g 4.� ' �• PTH ` 4 j f / a w 6 / MAINTENANCE DREDGE DE 4 1.8 4 9 t. 3.7 \ �/ (7 _ _._...__. - --' _............. _............._. ` 1 3 a `7, - s WITH BOTTOM ELEVATION OF 4, r 6, s¢ ?' _ _......_ 9. FT NAVD88 8'M 2 .2 -;Y` I -1 61 8(1 LW) hib, : i 1 V'1 S 1 ~1" a•1 �.6 �� f -P� T Number Revision Description Revision Date 45.1 / ' ! f , •� -3.0 1 -17 j ..-....._. ....._... ..._.... . .. .............._..__._........ l Designed BY Date Submitted SMR r •' ! ,' ,, j "r b co J=v� $3 4'S � :5 -1$ ....... .-i................_ Y Date Created - --- ...._._.............. ............................... .............. ................__.._»._..._..... ,.__..__._._..... _.. _.. .__........_..........................__.._._.............._.................__y�� : Drawn B SMR 02-13-20 j' MAINTENANCE DREDGINGe -... _.-_._._._,._.....___..___...... .......................... S t - 4 -19 SLOPE NOT 1 ApprovedBY Scale TO BE A MAXIMUM OF 3,788 - / OIL TO BE REMOVED r I r �it� i .�,` S r _....._. EXCEED __ -_- / lI , CUBIC YARDS PER EVENT `if ' TO EX Client BI f -20 _,-' - f 3H:1V C ~i Cti NOTED PLUM ISLAND ANIMAL DISEASE CENTER T - 1 , J / �`'� / 0+00 1+00 40550 NEW YORK 25 r 2+00/ / �-• 2+52 NOTES: ORIENT, NEW YORK 11957 I. MHW AT ELEV. +1.0'PER NOANS VDATUM PROFILE A-A' Prqed 2. MLW AT ELEV. -1.6' PER NOOA'S VDATUM 0 30 60 P L U 'SLA 1�D HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"= 3' MAINTENANCE CD DREDGING W �-'' Project Addre= MAINTENANCE DREDGE AREA WITH BOTTOM B . r � ,��• � ! �' � PLUM ISLAND HARBOR 1 l� E ELEVATION OF-15.61 FT NAVD88 (14'MLW) s NT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 11957 fr' CV �°' `' � ' i �' � � MAINTENANCE DREDGE AREA WITH BOTTOM Q County Tan Map Number: ContractNumber: (onr � J MLW) -7J ».._--._.-..»................._..........._...._........... ...._._..__............. ._..............._ _......_. __......... ........__...... ......_.................._.- . 8 8 = ................_p . ._............................_.........- _... g ry ence Number} LAREA TO BE DREDGED _.._..__..._...._........._ _._.._.__._......- ....._..................._...__...__._.._._..-..__ .............................._..........._....-_....._......------.....-_.._....._._.._......-..__.....__..._..........,._........ Title oDrawing:-8 ........._...._.. ! ' 4 PROPOSED SPOILS AREA BOUNDARY c i 0 g ! o , ao .g Z...................._...._......-._--.........................._-.................._..--.-.._._..---- , „�',tel' ,�. t,• z - PROPOSED DRIEDGE 05" ,�/orb t r ir'� O -11 _..---...., ---. ..............._...............__...._.______-......._..... & SPOIL AREA /'> Tom' /'` % Q _._..........- - .........._._ .._........................................_._ -.... __ ..» .........fes• -12 SLOPE __. _ _..__... . .......... NOT TO � EXCEED _,._____ SITE PLAN LU MAINTENANCE DREDGE AREA---..�.. _........._._....._..__......._..._..».__.»__.__._._. _._. _. -13 WITH BOTTOM ELEVATION OF _.__......................... _ 3H:1V o _.....__......._.._-......_ ..._.. ........_....-_._..._..... -......_....._ ..._.._................... - _........_._-._.._..- .._.__....__..._........_...... ........... ..__._....»_.._.-..._....... ......._.._........__.......... PROPOSED DREDGE & SPOIL AREA SITE PLAN --15.61 FT NAVD88(14'MLW) - n_ r -14 - - .»....._._._.. ........_...---....._................-__.__.._........._.._..._........__......__.....__...... ..._..._ .._.__._...._.._._....._....-.........__._................._.................... _.._........_-...--.__...._ ............_............_.._.........._........._._.......,-----__..._...... Drawing Number: ft SCALE. 1 -50 SOIL _....._..._............. ...._._._..........._.....__.... g EXISTING GRADE; � of NF � 0 50 100 -15 _......_TO BES•tP� w ro ._. ....._...---............__..._......._................._..__.._............................. ».._..... ......_.....................,..............._..._..._._......__••___..........-..._._._-.._......_._...._....-_.......................__.._..,..__......._..................._..».._....._..._.. ..........._.._..___......_..._•__•__....._..._...... .._...... _...._....... ......_......_..._..._..............__.... URU rraft NOTES: REMOVED 2 s � _ r m SCALE. 1 -50 .............. P o 1. VERTICAL DATUM. NAVD88, HORIZONTAL DATUM. NAD83 -16 -7/ ----------- - - ----.'-----.. vd' 1 2. SURVEY DATED 9/21/16, PROVIDED BY ROBERT H. FOX(NYS PLS#50197), PO BOX#366,AQUEBOGUE, NY 11931. SURVEYING METHODS INCLUDED TR IMBLE RTK GPS,AN ODOM CV-100 ECHO-SOUNDER, HYDRO-PRO SOFTWARE,AND SAFE BOAT. -17 • F 3. DREDGE AREA BOUNDARIES ARE SUBJECT TO CHANGE BASED ON A CHANGE IN MUD ELEVATIONS AFTER SEVERE STORMS. tv S Of a 4. IF FUTURE DISPOSAL OFFSITE IS NECESSARY,DREDGED MATERIAL WILL BE CHARACTERIZED AND HANDLED IN 0+001+00 PROFILE B-Bt 2+00 2+gg °'• s31�� yr 1 2 ACCORDANCE WITH THE SELECTED DISPOSAL FACILITY AND NYSDEC DIVISION OF MATERIALS MANAGEMENT. NOTES: - �t► 5. BAFFLE TO BE INSTALLED ON PIPE TERMINATION AT SPOIL SITE. 1. MHW AT ELEV. +1.0'PER NOANS VDATUM 0 30 60 0 3 PWGCProject Number: 6. TOTAL DREDGE VOLUME NOT TO EXCEED 29,000 CY OVER 10 YEARS. 2. MLW AT ELEV.-1.6' PER NOOA'S VDATUM B unautliorized •er`onoraddition tQ r to this drawing and related documents PS 11901 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' , IsavalationofSection7209 Q of the New York State Education Law a Z a� _.._._.__...__................._..................._._......_._..._..._......__... __ ...._.._....__._._.... . _.................,............ f PROPOSED 1s.o Pium Island I �;r _SPOILS AREroP "- A ____ --1s.o---,_� OF SLOPE BOUNDARY Harbor ON LWE..__ / / r^ /-��•,/ 481 138' S _ -- 6.0 ----__^ --- ___ _ `_ .•^ _...._ 16.7' 16.7' - 12'x' so 7 OM OF SL -_``�- -3 16.7' -- �_�` AFM APRW - / •- •----- �iD O / / -`" »-_..-- J 4: _ ._.__ 13.4' 4 _ FROM a. O'r47' ...�.--� ..•• ,�...,,,__ -. __. -`"�-- GH W DRED01E / /�'ti� / r--'', 7 rER LINE 37• ' 7•� s:s% _ �.•__ ,•---__� � '- 2 AREAS +• �/� a0 i /'''' Sa _--'''� _ ^2.Q 2.9 tZ -- 7�.i 6 _ _ _ - _ 4.7�`_=_`-- _ _ 1007- oaoy- ----�c11.3' CLIENT DRIVEN SOLUTIONS ,•�2��' , ------ _ _- _� -o,,' o.o-- _ _ _ ___ �3:�4.0_ �-` _ P.W. GROSSER CONSULTING ENGINEER U� 11.6 �2 r��a0" i'' ' -' - EDGE o1 '--- -- _ __ __ _ - _ '-- -_ 46s� & HYDROGEOLOGIST, P.C. 11. / 6. ' 40 I / r �✓ r~ WATER 4:OOPflq 'i - 1/27/20 Suite 7 -04• _-_ _- 630 Johnson Avenue.. Bohemia. NY. 11716-2618 5V �' ' -09 '-----_ Phone:(631)589-6353. Fax: (631)589-8705 \ -2.0 ✓• - - -"- ' �� E-mail:INFO@PWGROSSER.COM a Q0. tip' �� CONSULTANTS 'Z i __---.- -_-a PLUM GUT 3 C' - i 1 =400' ` PROPOSED HYDRAULIC -� DREDGE PIPE ROUTE. . .......-- LOCATION OF PIPE PROPOSED SPOIL AREA - PARTIAL SITE PLAN A TERMINATION WILL VARY. SCALE: 1"=30' w 0 30 60 z PROPOSED SCALE: 1"=30' - SPOILS AREA z y 113' ---- ----- BOUNDARY -j _ ._._. _. ..............�-....__ I9.51 � -. 4. -4.4' x 3.9' 5.6 53 -�- _• �.-�.--�.- _.- •----_----_- - - -- "I'll, .1111i 4. ",~---- 4.7' ._••--_._ 8 Q13A' -� __._.--.__ - 2 10.7' 102' ...TOP OF SLOPE 11.4' 3s' - -� 6.0 _ - _._ _._ --•-- _ -_____-____._.. .-10.0____ ON 1_.. _ .-.__._ 8.0' VEG _ �` _..__._ _ 8 3.7' 10.8 - _ ......_....... 12.0 11.0 __ .--. a.3 BOTTOM OF SLOPE --•._.,--,�� _._.. ._.•._._._3.5 WATER LINE HIGH "- _ ___..�.•-.__ _.0.0-___. -0.2' EgGE OF WATER 4:OOPM --•-- PLUM GUT '- -0s' -- ------------------------------------------------ - x PROPOSED SPOIL AREA - PARTIAL, SITE PLAN B SCALE: 1"=30' 0 30 60 SCALE: 1"=30' N W z_ • PROPOSED 7 SPOILS AREA _-_- BOUNDARY ----------------------...--` --_._. - ------------------ ------------------------------- 5 3.51 3 -�-- 4, D.N _.. 8.3' X62 4.3' 11• 11,2' _ 3.9' X 2.7' 1 SLOPE _ �.. - ---' '- - a.a' yl TOP OF --- -- �---- 1.5 -10.0 _ __._ -- +-___ 6.0- __. _ ��_4 3 - _ _ _ 4A __ _4 4' 4.3' 4 0' 3.4' r.__ 4.0' '��� ` 3,7' Number Revision Description Revisbn Data _ .-..,._..-..__. � ... ___ ,._.__........_ _ - �•- _.. _.__W __ --4 •___ E -.._ -.. ._..._____- - 37' X3.6' 4„ _ _ signed By Date Submitted vE s 45 X 3 _,,,,,,.,.... •^'-"" LOP _ _............. 4,5 3.5' `'_'-------_.. _._ _ 4.0 3� --- _-_ _ �X 3.6'._ Drawn By _ - 43, 3.6 _ 37' 3.5 _..- _` \c33' SMR Date Created �� _ SMR 02-13-20 _._ .�.----•- NW �,ER,-SNE' --____--.._._.-____.._..._-_....__...._......._.. 2.0 ----...�.., _.,..____.._._..-____ 3.0' `'`4.Q-�� Approved By ATL Scale Client AS NOTED PLUM ISLAND ANIMAL DISEASE CENTER 2.0-- � 40550 NEW YORK 25 ORIENT NEW YORK 195 R 4:OOpM 1IV 20 l 1 7 _...______...., .._..__. X0.6 ' Project EDGE O� -------------------------------------------- -----------------------------------_ ---------------------- L U M 1 S LA D ---------- PLUM GUT _---_- -o� _ MAINTENANCE DREDGING LL PROPOSED SPOIL AREA - PARTIAL SITE PLAN C 16c c' Project Address: SCALE: 1"=30' PLUM ISLAND HARBOR ORIENT, TOWN OF SOUTHOLD ......__-_....._.._...___.........__...-.........._.........................._.._._____..___-__.... 0 30 60 EXISTING GRADE PROPOSED GRADE I SUFFOLK COUNTY, NY 11957 12 -'- ..._.:.,.-,......_._...._..............._..._._._-......._._ _...._......._._..................._....._...:........._-._.._..._.._--- _.._-._.............._..__._. _............._..__...._..,--'-... :.�. .... y Tax Map Number Cori act Number SCALE: 1"=30' _....._._...-...._......_.___.._....._........... Count __..............._......_.._._._....................._,.....---_...._._.._........ .-___._...._....._...__....--'--_-___......._...._,.....;..._..._.__............_.....................,_.,_....._..._.._.............................-.......-'----.._.._.... ___._._._A_.._1!11 Jim I ______.__._............. ..........._.-..-.,...._.._..__.._._.�_____.._._.._. Reference-Number: d� Z 1 O _.........,._.............-....._.._......__.._........ Regulatory E CwC G M < :, : . PROPOSED BEACH 1. VERTICAL DATUM: NAVD88, HORIZONTAL DATUM: NAD83 ¢ w s __..__.__.._._.____._.....-....................................._......._..-......._______._.. ___..............__......................... ............_._-_.._._.__. PROPOSED _.. _...._- _._..-_-.. ...........:....._..:-' NOURISHMENT FIL :..._...._�_._...,: ._...._.:..... __._.._..._....... _._...... PROPOSED 2. SURVEY DATED 1/31/20, PROVIDED BY MUNICIPAL LAND SURVEY, w (0 HIGH WATER LINE _L. I -- - . ED W ,- SPOIL AREA P.C., 10 SYLVIA LANE, MIDDLE ISLAND, NY 11953. LL -�`. ' 3. PIPE ROUTE TO BE ADJUSTED ON SPOILS SITE BASED ON FIELD _..... ............._..____..._.........__._....._.......................... ......,.a_r_._:.. _._.__ _-.Y.............,._.............. .._....__.......,.r_...:._._._.......... l._..___... MATERIAL CONTAIN BEACH FILL CONDITIONS. SITE PLA a 2 -- - -._.._........._..._.._....._.•...............__..................---....._._.._....._,_..._...__.._....._.............._..............................._....._'--.......... -- ...._...._.........._...._............_- --...- .. __-..._._-_...__................_................._...__-........._._._............_..._..._...._.. .........._.................. N 4. BAFFLE TO BE INSTALLED ON PIPE TERMINATION. "'- I .:._..._-_._....................___......._.........._MHW-•••-••-.•---... o - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - -- - -- -Q _................ F. p - - .........--........_._............_....._..._..__................ .........._._.._................._..._ ........._..... - _............. .._.........._ ---------------- _ ....__.............. ..__........._..._ _ _...OF WATER 4:OOPM 1/27/20 � ' NFyy Drawngumber.MLW o - - - - - - - - - - - - - - - - - - - - - - - - - 0+00 9 1+001+22 >t3 U RE 2 y NOTES:1. MHW AT ELEV.+1.0' PER NOAA'S VDATUM oa3,oa Sheet oPROPOSED SPOIL AREA PROFILE C_C 2. MLWATELEV.-1.6'PERNOOASVDATUM 1 2 0 10 20 0 5 10 3$iONp�' PWGC Project Number: JUN , '302(} UnauOror alteration or addition w HORIZONTAL SCALE: 1"= 10' VERTICAL SCALE: 1"=5' f L 0 tofttisdrawingandrelateddocume.nts PS11901 is a violation of Section 7209 ao t of the New York State Education Law