Loading...
HomeMy WebLinkAboutAWC Dockside, LLC aA It I _... June 6, 2025 E Board of Trustees Town of Southold Re: AWC Dockside, LLC Permit Application (Tax Map# 1000-106-6-1) To Whom it May Concern, In regards to the proposed project outlined for AWC Dockside, LLC I have the following concerns: 1. The proposed plan calls for 30 ft. fingers and 35 ft. boats. There is no wiggle room at all. Currently, there are commercial boats on site that are at least 35 ft. long and they can't get their sterns flat up against the main new floating dock. 2. The slips are designed to have approx. 14 to 15 ft. beam boats. They get interest in larger boats with outboards. These outboard boats stick off the dock almost 5 ft. when they are docked with their outboard engines in the tilted-up position. Hence a 35 ft. outboard would protrude almost 40 ft. from the main floating dock. I have discussed these concerns with the property owner, Daniel Cooke, and offered my recommendation. I explained that we would suggest moving the bulkheaded area by the new proposed slips and fingers 10 ft. further landward. This would give him the needed room to accommodate the larger commercial boats and larger boats with outboards and give him some flexibility without the bows sticking out into the Federal channel. Dan appreciated the suggestion and said he would consider it. We would be in support of his plan if the proposed new bulkhead were to be moved 10 ft. landward for everyone's safety. Regards, Jeff Strong President, Strong's Marine, LLC 2400 CAMP MINEOLA PD MATTITUCK, NY 11952 MATTITUCK SOUTHAMPTON PORT WASHINGTON FREEPORT FIRE ISLAND ® CRUISERS YACHTS 'I,,FAIRLINE 'AUTHORIZED TO SELL GRADY WHITE & COBIA. IN NASSAU COUNTY & 5 BOROUGHS Hobson, Thomas From: Laura Thimm <Laura@strongsmarine.com> Sent: Friday, June 6, 2025 4:11 PM To: Hobson, Thomas Cc: Jeff Strong Subject: Re: AWC Dockside, LLC Permit Application (Tax Map# 1000-106-6-1) Attachments: Trustees Letter Re-AWC Dockside Project 6.6.25.pdf Good afternoon Tom. As per our conversation, I have attached the letter from Jeff Strong in response to the notice that we received with the information on the AWC Dockside Proposed Project. Thank you and have a great weekend. Best Regards, Laura Thimm 0 0 Executive Assistant to Jeff Strong, Strong's Marine Qx 516-381-1803 EL, stronQsmarine.com [ Mattituck I Southampton I Port Washington I Freeport I Fire Island 1 � gUFF04 'Glenn Goldsrhith,President ����� COGy., Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 o Eric Sepenoski ,z P.O.Box 1179 Liz Gillooly �y o�� Southold,NY 11971 Elizabeth Peeples Telephone�a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 6/3r25 Completed in field by: G. GollsM_A� L.K. McLean Associates on behalf of AWC DOCKSIDE, LLC requests a Wetland Permit for Marina improvements consisting of the as-built 6'x98', 6'x218' and 6'x12.10' (±1,988sq.ft.) sections of CCA decking along top of existing southerly bulkhead section; within a 10' wide area in front of existing bulkhead section incidentally dredge ±140 cubic yards over±1,600ssq.ft. area to a max. depth of 6' below Mean Low Water (EL. -8.86) to reclaim soil lost from behind existing deteriorated bulkhead; excavate ±2,015 cubic yards of material over an area of 4,030sq.ft. between existing and proposed bulkheading to elevation -8.86 max (6' below Mean Low Water) with unsuitable material to be removed from site; remove ±160 linear feet of existing bulkhead and install new±161 linear feet of vinyl bulkhead varying ±15' to ±32' landward of existing bulkhead location and ±1.8' higher than existing bulkhead; install a 22.3' north vinyl return and a 14' south vinyl return; construct a 26' long vinyl slotted breakwater off north end of bulkhead; create nine (9) 15'x35' slips by installing 10 new mooring piles and 10 new guide piles; install a 4'x40' gangway, one (1) 8'x53' and one (1) 6'x102' floating dock parallel to new bulkhead and install five (5) 4'x30' floating finger docks off of 6' and 8' wide floating docks; spread dredge spoil and raise grade in area landward of new and portion of existing bulkhead. approximately 4" higher(±140 cubic yards over an area of 12,200sq.ft.); in an area around existing concrete slab, spread excess fill taken from area landward of bulkhead and raise grade approximately 18" (±230 cubic yards over an area of 4,140sq.ft.); a proposed pump-out truck with 1,000gal. capacity with potable water washout; and with the use of a turbidity curtain during construction. Located: 5505 West Mill Road, Mattituck. SCTM# 1000-106-6-1 Type of area to be impacted: �/Saltwater Wetland Freshwater Wetland ✓Sound Bay Part,of Town Code proposed work falls under: ✓ Chapt. 275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: aLo- Present Were: f G. Goldsmith N. Kr pski °` E. Sepenoski L. Gillooly // E. Peeples INDEX SHEET NO. DESCRIPTION + ' f 1 TITLE SHEET, INDEX, & LOCATION MAP I I TOWN OF S O U T H O LD 2 EXISTING CONDITIONS PLAN I I 3 SOIL BORING PLAN SUFFOLK COUNTY, NEW YORK 4 GENERAL PLAN , } 5 TYPICAL SECTIONS - 1 I { - 6 TYPICAL SECTIONS - 2 i 7 EROSION AND.SEDIMENT CONTROL DETAILSI I f i I _ I _PERMIT PLANS FOR 5505 W. MILL ROAD MARINA IMPROVEMENTS r MATTITUCK, SUFFOLK COUNTY, N.Y. { -MAY,, 2025 PROJECT LOCATION NMattituck I ` I7i;ZCtBailie-, ••• Mattituck.N\ ::` Disttd'G- aye , Ga • ° �j �j' Light --�"ar4 �- Breakwater Beach ` — • C� �- District Park �� _ ••Perty •• ►J ���- jiU I has N \�� �I TIDAL v• f I I Ca tain Kidd '� Oil ;. . •P';� ��:::. s �Z� . � ' 1 CONSTRUCTION COMPLETED: P •Aup`� c T ° °; MAY 1 5 2025 i Estates. ;: -� . U : • pAO:' f P � � \\ � t•" I I D: " ••• �' �• \\\ L Southold Town Tidal; ' -3� V Board of Trustees i CONSTRUCTION ENGINEER DATE: " IFlat'. a63 o � Q• I Shore a•:; i PREPARED AND L. K. McLEAN"ASSOCIATES, D.P.G. j •• .O • =m o. RECOMMENDED BY: LII/"/, 437 SOUTH COUNTRY RD. BROOKHAVEN, NY 11719 THIS.PROJECT IS LOCATED IN MATTITUCK, NEW YORK ALONG THE WESTERN SIDE OF THE MATTITUCK INLET.LOCATION MAP - - — -=— — — DATE:s� Ly!/ i"_i'000, OBERT A.. ELE, P.E. — NYSPE ic. No. 077397 I I I THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS y1o0a�ANSPp ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrS UNDER , `• ` _ THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER - MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF - - -' �q,0)739) i f THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). - I L.KMA PROJECT NO. 23103.000 ? MATTITILICK CREEK :3 4 ✓2)I i 18T'904? 3 460,92o 04? S aV304A-ra aOOA — -------------------- ----------------------- 5 L3j)f r & r 44, 7�L N XN� 77— x� IX M \K --::6WNER: AWC DOCKSIDE ADDRESS: NA MATFTUCK. NY 11952 ` ` / /~. `;=�y �` I I I 1 \`1\\\ \\ — — — / `Fb o� o... ' i SCTM #1 000-106 00-06.00--00 1 1000 7- "48 APPROXIMATE SUFFOLK COUNTY TAX MAP UNES PLAN SCALE 1"=20- (22" x 34") SCALE 1"=40' (11" x 17") 0 no mmlv 0 Ayl U PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 6 c PHOTO 4 PHOTO 5 PERMIT PLANS] IF)i U DATE _j BY DESCRIPTION APPROV. BY 0 T M AY 1 5 20?5 REVISIONS LEGEND TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK o DESCRIPTION SYMBOL Southold Town 5505 W. MILL ROAD Ea lu MARINA IMPROVEMENTS Board of Trustees r-j PHOTOGRAPH LOCATION WITH DIRECTION < # FWWC SCALE 0= TAKEN AND PHOTO ID 111 20 0 20 40 EXISTING CONDITIONS PLAN APPROXIMATE SUFFOLK COUNTY -X34-) TAX MAP LINES SCALE IN FEET (22 L. K. MCLEAN ASSOCIATES, D.P.C. 0 C 0 SUFFOLK COUNTY TAX MAP ENGINEERS&SURVEYORS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 CD -SECTION-BLOCK-LOT) WW 100-m-01-65 ADJACENT WATER BODY: NOTES: DeWgnd By: KJM some: AS SHOWN (DISTRICT PROJECT DESCRIPTION: Sheet No. o INSTALL 3160 LF OF VINYL BULKHEAD, 26'-0" OF VINYL BREAKWATER. 31,645 SF OF FLOATING DOCKS FOR MARINA. AND ±1,998 SF OF TIMBER DECKING. EXCAVATE MATTITLICK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE RAC W.: MAY 2025 3 OF 7 0 31.670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS. CREATING 23.340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. Dra.n BY OF UNDERWATER LAND. INCIDENTALLY DREDGE ±140 CY OVER AN AREA OF 31,600 SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVE, 1988. Approved By: RAS F.I.N.. 23103.000 x6 4 5.4 EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED BULKHEAD TO - OWNER CHARLES CARAFTI3& BULKHEAD TO BE SET HACK. ELEVATION -8.86 MAX (6' BELOW M.LW.). APPROXIMATELY 2,015 CYt 4 10' WIDE AREA(t140 CY OVER t1,600 SF) TO 42 p 6 MAUREEN CARAFTIS .79 DISTANCE VARIES 15'* TO 32'* OVER AN AREA OF 4.030 SFt. SEE SECTION A-A. x ADDRESS' 2275 NAUGLES DR ,�- s,a BE INCIDENTALLY DREDGED 6) A MAX DEPTH OF 1 FEDERAL NAVIGATION ,� e U 8.8 MATTTTUCK, NY 11952 x,a '� x"." y x3.4 8' BELOW M.L.W. EL -8.88 TO RETRIEVE SOIL x1.':, CHANNEL (TYP.) .-; x5.9 a' •: �-s aj3.3 3.. ( ) I6p 1.3 SCTM - 7 6 n.o x3.2 a zWHK:H WAS LOSE FROM BEHIND THE BULKHEAD x�3 xa,2 :9 TIDAL WETLAND UMR LINE _ �' tt-t 8.2 f 1000-099 00-G4 00-023.000 '--�,8.2_,7�- FACE OF EXISTING 51 ; D(ISTINd BULKHEAD V BE REMOVED - EQUAL TO FACE OF OWNER: STRONGS WEST MILL LLC >F x x,6 x,e 1 _ TIMBER BULKHEAD (IYP.)x x3.6 FOR INSTALLATION OF NEW xa.s 6.6 EXISTING BULKHEAD x x.2 xb .68 ADDRESS: 567NY 719RD)6. 9.p 7 8.7 '� x - �=� 6.�5 BULKHEAD (t160 LF) x 'e -•_'_- SCTM t{1000-106.00-06.OG-002.00052 79 6.1 PROPOSED 26'-O" ''•� ' t 4' WIDE, 30 LONG ��54-- 5.3 .• VINYL SLOTTED .B.8 x9.o 7 6.2 FINGER DOCKS (TYP.) '� .4 -4 7S x7.7 V793.3 BREAKWATER a9.8 x8.9 '�' a x.� X x5.6 -- _..49 53 ..6 x9.6 �1.3 �9.5 1 9.1 qD z9.1 9.0 x8.9 x8.8 'i9 8.2 T7 G ,•f..6-. �' S2 y5.6 9� z6.4 S.H.W. = 3.22t M A TT I T U C K '�'2 8,5 �5.0 6.9 x7.0 C6C�-AFL g M.H.W. 2.22f 9.] 8.8 8.8 9.0 x9.2 1 xo x.5 x7.0 �.6 x.5 .6.9 )r x'9 x7.1 .6.6 x7.3 xY.L.W. _ -2.56f CREEK 9.1 )0,1 2.1 �7.5 4 8.6 8.4 9.3 9.2 '� 9.1 x.0 g, x.8 x.8 x6.6 5 9.5 9.1 x.1 ] 8.4 '� �4.1 xJS. .6 9.1 8,8 x7.3 6.2 '7 7.9 x.8 8.3 x8.8 9.2 1 x 7 .84 6,0 x.3 x.7 x7.3 3 6.4 x8.3 8.7 x 0.7 .8 8.3 � q,p 9.0 �' x.8 3 x8.5 8.5 SEE NOTE 12 B.2 �� z " x6.3 xJ 2.3 ti'4.4 x5 .4 x,e 8.8 5 x8.5 8.2 Z9 x.q .� 8,6 x 7.a 8.2 .89 e.a � x .o x.6 x.o x7s x7.6 xs.3 x85 e.a 98'*p6' WIDE CCA DECKING x.p 8.3 8.6 7 8.2 4 x8 5 x7.9 x E (t587 SF) x0.5 1 x7.0 x8.5 8 8 x9.1 x.4 x.3 7.7 al (9) 15'X35' SLIPS xs- .2 x8.9 x7.9 x'S x 8.2 8.5 _ xe.1 x SEE SECTION C-C .3 8.7 x x.7 8 8.5 8.9 9.6 x.0 8 x,9 8.4 7 887 2 4 x8.1 x 8.3 8.6 887 @7 7.1 5 x6.5 Tx 8 '7� T 7.4 x x9.5 x8.8 8.9 x6.8 8.8 �B.R ±80' WIDE x8.1 8,4 xa'2 6.2 7 8R4 z¢.6 - 9.4 7.0 6 .11 .11 8. --.4 x9.1 x 9 6.1 7' T 8.0 .6 9 xe.6 FEDERAL NAVIGATION CHANNEL 9.4 218't 6' DE CCA S3 DECKING 6 8.8 x8,8 8 7 6�.�z7.1_x7.0 %60't 6.9 x8.5 x8.9� .8,9 '� 8.6 >8.6 gj 8.4 x8.5 8.3 4 xl? 9.7 8, T 5 8.5 8.5 SEE SECTION C-C "e 's 8.7 '� xe. 7.1 - 182'*TO OPPOSITE x8.9 8.5 8.3 x8.1 x 8.4 3 3 8.2 8'2 '�3 7 z 8' x8 _ 225 f TO OPPOSITE 3.9 e SIDE OF CHANNEL x 1 e.o z.2 8 • 5 zg - - x9.4 9.2 8.0 8.3 xe,0 7.9 ► x6..,SIDE OF CHANNEL 6 z 8.5 x x.6 .4 5 0 )0, -�xg_ a .o 7.s e° s,1 x7,9 x e.i 8.t 6.3 8.7 x 8.7 x X8 C C5 5.2 L� 9 0 -x7�8 x7.7 S x4.0 x7.o r� 7.e 8.o x.9 8.5 8,2 t��l x4 0` -___-.-. �„ G7o • .1 MAX�� x 8 ` 8.5 x.2 x a x.6 8.0 z 74 x z 7 7.7 x.6 ,7.6 x.J 7.5 8.4 x,3 t p _ 8.7 8.3 ` x7.4 0 11 1 102't x4.0 � .3 x J. x x 5 5 �ll9a^ t53' 6 8�� >� x B 4 x7.4 6.7 an3"is 3 6.4 6.5 7 6.9 x.6 x7.1 x4.5 >' x6.0 x x 8• x.4 x 7.1 x7.4 x.4 7.1 6.7 I�O' .' .O:> '. .•. ... .,i '{ ,<• C / .4 12'-10"f x6.5 T x6.4 63 .��� yy 6.5 x.1 .;.17-6 •y .� 161'* VINYL �4• -. ' .4 x.9 x7.i :f''a x5.8 I {,p yCl/1501I0 ,S x4,4 e jo° 'CANTILEVERED:'\ Y• BULKHEAD 4' 3- r• :s•' t +14'0" RETURN t• +� a l 4 6 4" 2.0 9 3 7 5 a 7 na voan 2 5 x3.8 3 6 °2 4.3 VINYL .�l 7 '.•"• 'y• O ^�'.+ �t-�` BULKHEAD "j• i• '';r „+.- •''� •;' 9'-7"t RETURN'. -- •1 r- 1 10 w 1 1' e 5 '28 I - r ~i`t• .a r `� 6 •� U SUFFOLK COUNTY TAX -00A o 1'. � to I MAP LINES 76 22 524 >a "'• 28 OWNER: AWC DOCKSIDE 11C \ ' % •" '"" n •... 3 0 ADDRESS: NA 3634 MATTTTUCK, NY 11952 .,o ` __--------- _____ ` n 38 SCTM #1000-106.00-06.00-001.000 �' ' = !~r ,o :f• � O TO22 . 41tie 48 .,ram ¢ , \ / SPREAD EXCESS FILL TAKEN FROM AREA O Sti.6. i, ` •... a LANDWARD OF BULKHEAD AND RAISE EXISTING TIMBER •/ ..r,. �'�>°��,• µ �•� 6 ; \ 'o GRADE APPROXIMATELY 18" (t230 CY BULKHEAD TO J° •\ •� /.J�, OVER AN AREA OF 4,140 SF) ��/ •J / REMAN ` PROPOSED PUMP-OUT TRUCK / d 4 r. `a Ez " b \� WATER WASHOUT) W/POTABLE Q. 0 6 WIDE TIMBER PROPOSED SILT FENCE OY *140 P.) - EXISTING BULKHEAD TO REMAIN AND 10' WIDE AREA ( CY OVER f1,600 SF) FLOATING DOCK PLAN BE PROTECTED DURING LEGEND TO BE INCIDENTALLY DREDGED TO A MAX DEPTH OF 26' VINYL SHEET TO BE CONSTRUCTION ® 6' BELOW M.L.W. (EL -8.86) TO RETRIEVE SOIL SHOREGUARD SG-950 SERIES WHICH WAS LOST FROM BEHIND THE BULKHEAD i SCALE 1"=20' 22" x 34" m 35' LONG GREENHEART VINYL SEAWALL SHEETING OR LIMITS OF GRADING & GROUND DISTURBANCE DREDGE SPOILS TO BE SPREAD USED TO TIMBER PILE WITH 8' MIN. APPROVED EQUAL(TYP.) SCALE 1"=40' (11" X 17") FEDERAL NAVIGATIONAL CHANNEL L�•.••�••.•''•� RAISE GRADE t4" (*140 CY OVERAN AREA 'o TIP O 6' O.C. EXISTING VINYL GRAPHIC SCALE - OF APPROXIMATELY 12.200 SF) BULKHEAD TO REMAIN - - - - MAP ONES COUNTY TAX EXCESS o e' WIDE TIMBER FILL TO BE SPREAD & USED TO FLOATING DOCK SPREAD DREDGE SPOILS MATERIAL AND 20 0 20 40 ® RAISE GRADE *18" (t230 CY OVER AN LIMITS OF GRADING& GROUND AREA OF APPROXIMATELY 4.140 S O RAISE GRADE APPROXIMATELY 4" (t140 CY PROPOSED BULKHEAD SF) 4' WIDE & 40' LONG OVER AN AREA OF 12,200 S DISTURBANCE (TYP.) SCALE IN FEET (22"X347 (SEE TYPICAL SECTIONS) PROPOSED PUMP-OUT TRUCK (1,000 GAL c GANGWAY (TYP.) REMOVED FROM THE AREA BETWEEN EXISTING AND PROPOSED BULKHEADS. APPROXIMATELY 140 CY U NOTES, OVER AN AREA OF 1.600 SF SHALL BE INCIDENTALLY DREDGED TO RETRIEVE SOIL WHICH WAS LOST s•n•�uu�mm�nn PROPOSED VINYL ® CAPACITY W/ POTABLE WATER WASHOUT) _ 11 1. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO FROM BEHIND THE BUKKHEAD. THE DREDGED MATERIAL AND SOIL REMOVED LANDWARD OF THE SLOTTED BREAKWATER OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. BULKHEAD APPROXIMATELY 12,200 NOT 8SF COMBINED BEOSPR MIXED. EAD LANDWARD OFF THEEPROPOPSOED� OVER AN AREA OF PERMIT PLANS] BULKHEAD WHERE SHOWN LZ LITTORAL ZONE 2. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY ON THE PLAN & REMAIN ON SITE. THE PROPOSED GRADES SHALL BE RAISED BY APPROXIMATELY 4 > REMOVED FROM THE ADJACENT AREA(UPLAND) AND REMOVED TO AN APPROVED UPLAND AREA FOR ±230 CY OF THE t1,670 CY OF SOIL REMOVED LANDWARD OF THE BULKHEAD SHALL BE SPREAD PROPOSED TIMBER % DISPOSAL. NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. WHERE SHOWN ON THE PLAN OVER AN AREA OF 4,140 SF TO A DEPTH OF APPROXIMATELY 18". THE O FLOATING DOCK GATE BY DESCRIPTION APPRw. BY 6 EXCESS MATERIAL OF APPROXIMATELY 1.645 CY WILL BE REMOVED AND LEGALLY DISPOSED OF AT A (1,635 SF* TOTAL) REVISIONS =0 3. PRIOR TO REMOVAL OF EXISTING BULKHE'AD(S), SOIL LANDWARD OF BULKHEAD SHALL BE EXCAVATED NYSDEC APPROVED UPLAND FACILITY. AND RETAINED AS NOT TO ENTER THE WATERWAY. PROPOSED 40' LONG G/W TOWN OF SOUTHOLD m 9. SECTION B-B: INSTALL NEW 2"XB' CCA TREATED TIMBER DECKING WHERE SHOWN ON PLAN. EXISTING a, 4. CONTRACTOR SHALL BACKFlLL PROPOSED BULKHEAD WITH SUITABLE ONSITE MATERIAL BULKHEAD, ANCHORAGE SYSTEM, AND PILES TO REMAIN. MOORING PILE KINFOLK COUNTY NEW YORK E 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 10. SECTION C-C: INSTALL NEW 26'-0" VINYL BREAKWATER IN PLACE OF EXISTING TIMBER BULKHEAD. PROPOSED CCA TIMBER DE G 1550, W. MILL ROAD C (1,960 SF* TOTAL) RI A IMPROVEMENTS N Y 6. THE CONTRACTOR SHALL INSTALL TURBIDITY CURTAIN ON THE SEAWARD SIDE OF THE EXISTING 11. SECTION D-D: INSTALL NEW 7'-6" CANTILEVERED VINYL BULKHEAD IN PLACE OF EXISTING TIMBER _ __ BULKHEAD PRIOR TO REMOVAL BULKHEAD. EXISTING CONTOUR rr .I 7. EXCAVATED SOIL FROM BETWEEN THE EXISTING AND PROPOSED BULKHEADS SHALL BE STOCKPILED AND 12. ALL SOUNDINGS SHOWN ON THE PLAN ARE TAKEN FROM IAATTTTUCK CHANNEL CONDITION SURVEY PROPOSED TURBIDITY CURE N MAY v NERAL PLAN o DEWATERED WHERE SHOWN ON THE SEDIMENT CONTROL PLAN. SUITABLE EXCAVATED MATERIAL SHALL (VH-106) FROM THE US ARMY CORPS OF ENGINEERS. SOUNDINGS ON THE PLAN REFER TO THE TC ITEM 1DEC-TC n m BE USED TO ELEVATE THE PARKING LOT AREA LANDWARD OF THE PROPOSED BULKHEAD. EXCESS PLANE OF MEAN LOWER LOW WATER (MLLW) (EPOCH 1903-2001). MEAN LOWER LOW WATER IS 3.1 L. K. MCLEA ASSOCIATES, D.P.C. o O MATERIAL SHALL BE SPREAD AROUND THE SITE OR REMOVED AND LEGALLY DISPOSED OF AT AN FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.3). a o PROPOSED SILT FENCE ENGINEERS 6:SURVEYO 437 SOUIR(XIUNIR!RD.,9ROOKIIAVEN,NI'11719 0.1 0o NYSDEC APPROVED UPLAND FACILITY, ACCORDING TO THE PLANS OR A.O.B.E. PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: $OUi)1010; '64Mg.d gy. KJM soma: AS SHOWN N o 8. SECTION A-A: INSTALL 161t LF OF NEW SHOREGUARD SG-950 VINYL SHEETING WHERE SHOWN ON INSTALL*160 LF OF VINYL BULKHEAD,26'-0. OF VINYL BREAKWATER, *1,645 SF PLAN. TOP OF PROPOSED BULKHEAD SHALL BE INSTALLED A MAXIMUM OF 1.8' HIGHER THAN EXISTING. OF FLOATING DOCKS FOR MARINA,AND*1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE Board Of Tru ,- S„ RAC IaU: MAY 2025 4 OF 7 THE NEW BULKHEAD IS PROPOSED TO BE INSTALLED 15' TO 32' LANDWARD OF EXISTING. *1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING *3,340 SF COORDINATE SYSTEM MAD 1993, LONG ISLAND TORE. - �0 % APPROXIMATELY 1.670 CY OF MATERIAL OVER AN AREA OF APPROXIMATELY 4.030 SF SHALL BE OF UNDERWATER LAND. INCIDENTALLY DREDGE *140 CY OVER AN AREA OF *1,800 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1998. /ppr-d Br.. ERAS FNe N.. 23103.000 d SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 14 "----- -B•x8�GREEKHEAR'T_I1MP- _WALE--------------------------------------------------------------------------------------------------------------------------- ----- -- - FEDER/�-NAVIGATIOfl-LNNAFIREC-------------- 12 --------------------------------------------------------------------------------------------------------------------------------------------------------- -----------------------------------------------IrFI-- -----------------------------------------------------------------2"x10" GREENHEART TOP CAP 10 ----------------------"-----------------------------------------------______#8 GRADE 75_1.0_GALV,TIE-- ------ ne- ---ROD & CONNECTIONS ® 6' O.C. ------------------------------------------INTERIOR_ GREENHEART--- ------------ -------------PROPOSE-TIMBER_FLOATING_.DOCK------------------------------------------------------------------------------------ ---------------------------- TIMBER WALE ---- ------- --------------------------- SYSTEM WITH UNTREATED DECKING ---- 4' ----- 8 ----------------------------------- --------------------'--------------------------------------------------------------39'-6't RESTORE------------------------------ --------------------- -------- --- ------- ----------------------------------- ------- - -------------------------------------------------------------------------------------------------------- --- IN KIND) ---------------------------- -------------- ------- PROPOSED TOP 00* H ELEVATION OF ADJACENT BULKHEAD) EADI 6 ---------------------------------- ----- -- -- -- --Z - - -------_------------- ---------------------------- --- - ------- -------- _ t ____________________________________ ____________ ________ ___________-vi,'�_..._..c:-«-� w-�-,-:, ••:;-�___�1,�,.Ty,..h nti`6,'-v v- - A'ti�ti,�.r'^�.411 �.�.?,v+���._ __ ____ ___ _ __ ___ _ _ TOP OF FXISTINf.' _____________________________________ ______ _ _______ .z `.a _ __ ______________________________•�_ �� ___ __________________________________ __________________ 4 'DCISTiNG GRWNO -------- -s;.c---•rho......;_; :.`_f.-.c..�,a.-:r•- 4..1.�<s„'m,:�< •_t:�s:'s?'.+:' ,.;=5;r-;::x�. - ^�.c;^.^'. -------------------- - a • .;j�:. �`.'' "r<^:t .H.W. EL 3.29E a.J �� I M.H.W. FL. 2.22E M ISTING - n6' MIN i"e; =4.; 1.�•-'f MATTITUCK CREEK 2 _______________________________________ z a..Y�4:�Cn; ,..�`:.. �'t. _ .r+ - _�^�EN-`;�.,?N��-9jr;s=-�%,��-�` ___ ___ __ ___ _ _ �__ _____y��,_ __ •N. __________________________________________________________________________________________________ ?:-.v_. }c��r�_y ,�Y_•� „ ♦ <,-..•- ,:yam.-ti_,;,h..�1 C=. r.!3♦- 5.�+dei�r `��i'-'s-�a-•_•___ ___ _______ _ __ _ ________________ _ ______________ ______ __ _________________________________ __ 1 .0 ,x ,.;.ti',:' - ~rT - �'-, I• REMOVE AND DISPOSE OF r 'y' 0 a..-.r.• .,R ...::�::... ... - - -- `r•+ar:. ..!.'+`i;'%'.<r�-i�.%; ';s-,�A?'t'�;:�.,_.:s�,:- --- E)ISTING`TIMBER'-BUtlCHEAO;-- ♦ - -------------------- --'t-�--�` - •� --' '=-- -' ...__,. v a......__..: .� _ ---- ---- ------------------------ ------------- -_PLLES_&_DECKING-------------------------------------------- -rp. -,.... ...':tir `.-'� _ TEE TSOO xf. -i30}f _2 ti- SS„�,.„ ..�;,--,�.-♦.r...-Y. atz 24 _�: F .r:.�-.t!nj w.-a�;.+:��.. __ _ } _ -,-. '�-�` I I M.LW. EL -286f . ... MAX•_ S ______________ __ p BACKFILL CONTINUOU _ I WITH SUITABLE - ------------------------------------- ------------ ._st- `x-- - - - - - ------- ---------------------------------- - --------------------------------------------------- GREENHEART'TIMBER DE7iDMAN - OFf=SITE TaATERLII-----------------rt---- - " :�`ti 6'f BELOW ----------------------------------------------- Y-LOG--40"-TJP-AND--MINIMUM--------------------------- -`""-- - - - - - - - - - - - - - - - -- -6 ---------- -LA ------------------------------------------------------------------------- =c, . - - - -- ---- -----------------------------M.LW TYP.-------------------------------------------------- OF 10 LONG (SEE TYPICAL LAY _" 4'-9" -------------------------------------------------------------------------=------LOG DETAIL - - - - ------ - - ---"- -"-- - - - - - - - - - --------- 1--�---------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- --------,' - - - - - - - - - ----------- -------------- -------------------------------------------------------- _8 3 MAX. �_____ f ------------------------------------------------------------------------------------------------------------------ _ 5_"XaW_SALV_TIE--- ---------------------- ----------- -- RODBEARING PLATE ---'---------- - --------------- '------------ ---- -----------------"---------------�--1 --------- -10 --------------------------------------------------------------------------------------------------- - - - - -- - ----------------------------------------------------------------------------- -------------------------------------------- } ----------------------(TOP OF WALE EL 1_40f)--------------- --- ------------- _--EL -8_86t___________________________ I-----------10'-MAX WIDE AREA (t14O CY OVER AN_AREA-----EXISTING_GROUND EL VARI_ES_---_--_--- -12 --------------------- ------------- -- - ------------------- ---- --------- - - - INCIDENTALLY ------------- -------------------------------------------------------------------------�2� 15'_LONG GREENHEART------------------------------- -- ----------FADE OE PRQP_OSED_$HE_QTJNG TO_8E---- --------=- —-------------------- _------ ------------- ----------- - - - -'- - DGED 3 ------- II OF tt,6 TO 0 E FROM .30t TO 1 I TIMBER PILE ® 6' O.C. WITH INSTALLED 15'-32' LANDWARD OF EXISTING ' -F-- - T6'ic MAX DEPTH OF 6' BEi-0W M:L:W:-{£L---------�CISTING-GROUND--TAKEN----- ------ TIMBER MAN SURVEY CHANNEL --- - - -----------------------------------------------------------------------------------------------------`- —------------------------------------------ --------------=9.86 _IO_RETRIEVESO1LWIi1CkL_WAS-LOST-------------------------------------------- -l4 --------------------------------------------------------------------------------- NIINIMOM TIP lII" FROM BEHIND THE BULKHEAD CONDITION SURVEY (VH-106) ------------------------------------------------------------------------------------------------------------------ -------------------------------------------------------726'--VINYL-SHEEP-TfT-BE --------------- --- ------------------------------------------------. -""-------------------------------------------------------------------FROM-TI4E-US-ARMY`-CORPS---------- -- iILQREGUARD_SG_950_SERIES_____ QEENGINF.E85._5QU7.1DINGli____________ -16 ------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------ ------------ -- VARIES 15' TO 32- ---------------- ------------ ----------------------------------------------------- VINYL SEAWALL SHEETING OR ON THE PLAN CONVERTED TO LIMITS OF EXCAVATION 0 ---------------------------------------'------ ------------------------------------------------ - ----------------- -------------. S G --------------- -------------------------------------- ----------------------------- - --------------- E LEVATION EQUAL ---------- -----EE ENERAL PLAN -NAVD88 ANB--SON-ON ELEVATION -8.86 MAX) �{lS_SECTLQN._5EE_SzENERAL___________ -18 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------- ------ ---------------SEE-NOTE--B-------------------------------------- 30'-0' PLAN FOR MORE ---------------------------------------------------------------------------- -20 ------------------------------------'-------------------------------------------------- 11--0RADE-75-9'-- °0-OAL-V.--FIE -------------------------------------------------------------------------------------------- --- -------- --------------------------------------- -------------------------------------------------------------------------------------------------------------- -- ----------------------------------------------------------------------------------------ftQD_&_CONNEOTJOIIS_�_&__O.C.--------------------------------------------------------------------------------------- -- ------------------------------------------------------------------------------------------------------------------------------------------------------ 33'-8" -22 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------3-------------------------------- LONGGREENHEARTTIMBER PIL----E ---- --------------- ------------------------------------ -- - WffH-8`T711N:ZIP-V-6'-II.II:--------- . -24 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- II4 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------- --------------------------------—---------------------------------------------------------------------------t-- EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED -26 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------REMOVE-AND'-LEGALL-Y-DISPOSE 01 ------------------------------------'BUL1HEAD-i0'-ftEVAT10N--8:86--MAiP-(B`-BEtOW-M:L:W:j------------------------------------------------------------ ______________________________________________________________DfIST1NG ANCHORAGE SYSTEM------------------------------------------AL-ROXIMATELY_2.Q15_CYt_OVER_AN_AREA_QE__4.O.3p_SF ,------------------------------------_-------------------- (NEW VINYL BULKHEAD TO BE INSTALLED 15' TO 32' -28 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------'UWDWARO-OF-THE-EXISTTNU-TIMBER-SUCKHEAD)---------------------------------------------------------------------- SECTION A—A SG-950 VINYL BULKHEAD (INSTALLED 15' TO 32' 3 N LANDWARD OF EXISTING TIMBER BULKHEAD) I--�— REMOVE AND REPLACE SCALE 1"=4' (22"X34") _ p EXISTING TIMBER DECKING F 2 T WITH NEW 2'x8" CCA SCALE 1"=8' (11-X17") E } o TREATED TIMBER DECKINGo L /+ ct,,96p SF, MAY 1 5 207.5 ° t6' I —T I C H WPi 4 9+ NOTES: I I I I I M.H.W. FL. 2.22E 1. .ALL PROPOSED SHEETING SHALL BE.INSTALLED TO THE SPECIFIED LENGTHS UNLESS OTHERWISE APPROVED BY ENGINEER. 2. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. SOuttrDldTOWn Fl-' _ _ --u I I II I I Board of Trustees c u u I 3. FIRST 18' OF SEAWARD END OF TIE ROD SHALL BE COATED WITH COAL TAR EPDXY. I EXISTING GROUND I I I _ 4. CONTRACTOR SHALL VERIFY LOCATION OF ADJACENT PROPERTY LINE PRIOR TO INSTALLING NEW SHEETING. I I M.I W. FI- -9.B6to 5. ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A NYSOEC APPROVED UPLAND FACILITY. I I II I I 6. SIZE AND LOCATION OF EXISTING ANCHORAGE SYSTEM IS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY. PERMIT PLANS -o I I II 7. DREDGE MATERIAL SHALL BE PLACED ON ADJACENT LAND TO RAISE EXISTING ADJACENT AREA. CONTRACTOR SHALL DREDGE I I I AO.B.E.TO A MAX ELEVATION OF -8.86f TO PROVIDE ADEQUATE DEPTH FOR PROPOSED FLOATING DOCKS. v B. SECTION A-A: INSTALL 161t LF OF NEW SHOREGUARD SG-950 VINYL SHEETING WHERE SHOWN ON PLAN. TOP OF DATE BY DESCRIPTION APPROV. BY u I I EXISTING TIMBER BULKHEAD PROPOSED BULKHEAD SHALL BE INSTALLED A MAXIMUM OF 1.8' HIGHER THAN EXISTING. THE NEW BULKHEAD IS o AND PILES TO REMAIN PROPOSED TO BE INSTALLED 15' TO 32' LANDWARD OF EXISTING. APPROXIMATELY 2,015 CY OF MATERIAL OVER AN AREA .REVISIONS = II I I OF APPROXIMATELY 4.030 SF SHALL BE REMOVED FROM THE AREA BETWEEN EXISTING AND PROPOSED BULKHEADS, APPROXIMATELY 140 CY OVER AN AREA OF 1,600 SF SHALL BE INCIDENTALLY DREDGED TO RETRIEVE SOIL WHICH WAS TOWN OF SOUTHOLD iu II I I LOST FROM BEHIND THE BUKKHEAD.THE DREDGED MATERIAL AND SOIL REMOVED LANDWARD OF THE BULKHEAD SHALL SUFFOLK COUNTY, NEW YORK o NOT BE COMBINED OR MIXED. t140 CY OF DREDGE SPOILS OVER AN AREA OF APPROXIMATELY 12.535 SF SHALL BE SPREAD LANDWARD OF THE PROPOSED BULKHEAD WHERE SHOWN ON THE PLAN & REMAIN ON SITE. THE PROPOSED 5505 W. MILL ROAD a o I I GRADES SHALL BE RAISED 13Y APPROXIMATELY 4". t230 CY OF THE t1,670 CY OF SOIL REMOVED LANDWARD OF THE MARINA IMPROVEMENTS 1 BULKHEAD SHALL BE SPREAD WHERE SHOWN ON THE PLAN OVER AN AREA OF 4,140 SF TO A DEPTH OF APPROXIMATELY N Y 18". THE EXCESS MATERIAL OF APPROXIMATELY 1,645 CY WILL BE REMOVED AND LEGALLY DISPOSED OF AT A NYSDEC SECTION B—B APPROVED UPLAND FACILITY. TYPICAL SECTIONS — 1 o 9. SECTION B-B: INSTALL NEW 2"x8" CCA TREATED TIMBER DECKING WHERE SHOWN ON PLAN. EXISTING BULKHEAD, ANCHORAGE SYSTEM, AND PILES TO REMAIN. No REPLACE TIMBER DECKING (1 ,960 SE) L. K. McLEAN ASSOCIATES, D.P.C. o 11 ENGINEERS t SURVEYORS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 N p SCALE 1"=4' (22"X34") PROJECT DESCRIPTION: Sheet N.. N"T SCALE 1"=8' (11"X17") INSTALL f160 LF OF VINYL BULKHEAD, 26'-0"OF VINYL BREAKWATER,t1,645 SF ADJACENT WATER BODY: NOTES: Designed By: KJM Seale: AS SHOWN OF FLOATING DOCKS FOR MARINA,AND f1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE >,M t1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS,CREATING t3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. Drawn By. RAC Date: MAY 2025 5 OF 7 D j OF UNDERWATER LAND._INCIDENTALLY DREDGE t140 CY OVER AN AREA OF t1,600 a SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 19B8. Approved B), RAS Poe No. 23103.000 NOTES, 1. SECTION C-C: INSTALL NEW 26'-0'VINYL BREAKWATER IN-PLACE OF EXISTING TIMBER BULKHEAD. 8"X8" GREENHEART 8"X8" GREENHEART TIMBER WALE TIMBER WALE SCTM #100-106-06-001 ZINO" GREENHEART SCTM 0100-106-06-001 3"xB" GREENHEART AWC DOCKSIDE LLC TOP CAP AWC DOCKSIDE LLC TOP CAP PROPOSED VINYL SHEETING PROPOSED VINYL SHEETING (SHEETING SHALL HAVE MINIMUM 2" GAPS BETWEEN EACH SHEET,TYP.) PROP. EL=6.00t PROP. EL=6.00t EXISTING GROUND 8"X8' GREENHEART _ EXISTING GROUND 1-1/4"0 GALV.TIMBER BOLT TIMBER WALE --- ----------- --- ------ __ S.H.W. EL-3.22f S.H.W. EL=3.22t - --- _- S.H.W. f1=3.22t M.H.W. EL-2.22t M.H.W. EL=2.22t M.H.W. EL=2.22t I I MATTTTUCK CREEK „�+ MATTTTUCK CREEK — PROPOSED TIMBER FLOATING DOCK �' (NORTH SIDE) U u (NORTH SIDE) SYSTEM WITH UNTREATED DECKING �' � U U i I I I I B'X8" GREENHEART ;I TIMBER WALE I I EXISTING GROUND M.L.W. EL=-2.86t EXISTING GROUND M.L.W. EL--2.86 I I I M.L.W. EL -2.86 f — I 4'-9'f I 4'-9"t REMOVE EXISTING REMOVE EXISTING EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED TIMBER BULKHEAD EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED 1 '. TIMBER BULKHEAD BULKHEAD TO ELEVATION -8.86 MAX (6' BELOW M.L.W.). BULKHEAD TO ELEVATION -8.86 MAX (6' BELOW M.L.W.). APPROXIMATELY 2,015 CYf OVER AN AREA OF 4,030 SFt. APPROXIMATELY 2,015 CYf OVER AN AREA OF 4.030 SFf. 3 (NEW VINYL BULKHEAD TO BE INSTALLED 15' TO 32' B"TIP GREENHEART (NEW VINYL BULKHEAD TO BE INSTALLED 15' TO 32' 8'TIP GREENHEART LANDWARD OF THE EXISTING TIMBER BULKHEAD) TIMBER PILE® 6' O.C. LANDWARD OF THE EXISTING TIMBER BULKHEAD) TIMBER PILE ® 6' O.C. 3 REMOVE EXISTING ANCHORAGE SYSTEM REMOVE EXISTING ANCHORAGE SYSTEM DI /J t V 1R�A O o PROPOSED TIMBER FLOATING DOCK SYSTEM WITH UNTREATED DECKING 40' LONG CCA TREATED TIMBER BATTER j PILE WITH 10" MIN. TIP ® 6' O.C. MAY 1 5 2025 0 Southold Town N SECTION C-C Board otTrustees SLOTTED VINYL BREAKWATER (INSTALL NEW 26'-0" VINYL SECTION D-D BREAKWATER IN-PLACE OF EXISTING TIMBER BULKHEAD) CANTILEVERED VINYL BULKHEAD SCALE 1"=4' (22"X34") SCALE 1"=4' (22"X34") c) SCALE 1"=8' (11"X17") SCALE 1"=8' (11"X17") PERMIT PLANS 3 DATE BY DESCRIPTION APPROV. BY 0 REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0 EN MILL ROAD c, MARINAIM IMPROVEMENTS N y C)= TYPICAL SECTIONS — 2 I .0 �:� L. K. McLEAN ASSOCIATES, D.P.C. O 0 ENGINEERS 3 SURVEYORS 437 SOUTH COUNTRY RD.,BROOKHAVEN,HY 11719 N PROJECT DESCRIPTION: She.!N.. r.j INSTALL±160 LF OF VINYL BULKHEAD,26'-0'OF VINYL BREAKWATER, :EI,645 SF ADJACENT WATER BODY: NOTES: Designed er KJM S..I.: AS SHOWN OF FLOATING DOCKS FOR MARINA,AND d:i,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE T M i:1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF COORDINATE SYSTEM HAD 1983, LONG ISLAND ZONE. Drawn By: RAC De.: MAY 2025 6 OF 7 C11 OF SF TOOERWATER RETRIEVE SOIL WHICH WAS LOST.INCIDENTALLY REDGE±140 CY OVER AN AREA FROM BEHIND THE BULKHEAD. OF 11.600 2, ELEVATIONS SHOWN HEREON REFERENCE RAVD 1988. Approved W. RAS I Fa.N.. 23103.000 a APPLICATION NOTES FOR TURBIDITY CURTAIN: A. THE PURPOSE OF A TURBIDITY CURTAIN IS TO SEPARATE WORK AREAS IN OR ADJACENT TO WATERWAYS, TO PREVENT TURBIDITY FROM ENTERING THE WATERWAY. B. TURBIDITY CURTAIN SHALL NOT BE PLACED ACROSS A FLOWING WATERWAY. C. CONCENTRATED FLOW OUTLETS SUCH AS CULVERT OUTLETS, DITCHES, ETC. SHALL NOT BE LOCATED BEHIND THE TURBIDITY CURTAIN. GENERAL NOTES FOR TURBIDITY CURTAIN: 1. THE DETAIL DEPICTS WORK AT A PROJECT LOCATION, AND TURBIDITY CURTAIN MAY BE APPLIED AT OTHER LOCATIONS. - 2. TURBIDITY CURTAIN SHALL BE A MAXIMUM OF 100' LONG FOR EACH SECTION OF CURTAIN REQUIRED. END SECTIONS SHORE SHALL TERMINATE 10' BEYOND THE LIMIT OF DISTURBANCE. -ANCHOR 3. THE TURBIDITY CURTAIN SHALL BE PLACED AS CLOSE TO THE WORK AS POSSIBLE WITHOUT INTERFERING WITH PT, j -: CONSTRUCTION OPERATIONS. 4. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE INSTALLATION, TAKING INTO ACCOUNT WEATHER PATTERNS AND PREVAILING WIND DIRECTIONS THAT MAY AFFECT WATER LEVELS,VELOCITY AND MOVEMENT OF THE TURBIDITY CURTAIN. REMOVE THE TURBIDITY CURTAIN 72 HOURS AFTER THE LAST ACTIVE CONSTRUCTION ACTIVITY, WHERE PROPOSED WORK SITE 'RWE OR CABLE EROSION/EXCAVATION HAS BEEN STOPPED. NO ADDITIONAL COST WILL BE PAID FOR THE RE-INSTALLATION. IF THE CONTRACTOR DECIDES TO LEAVE THE TURBIDITY CURTAIN IN PLACE DURING STORMS, FREEZING WEATHER OR EXTREME ` \ SEE NOTE.3IV mu CUR WEAER PERIODS HE SHALL HAVE A PERSON ON SITE TO MONITOR THE INTEGRITY AND FUNCTION ABILITY OF THE 'L _I 5. THE TURBIDITY CURTAIN SHALL BE REMOVED BY PULLING TOWARD THE SHORE TO MINIMIZE THE ESCAPE OF SEDIMENTS 1z II-_III—I B. THE WATERWAY. � _ . THE WEIGHTED ANCHOR SYSTEM SHALL BE A TYPE THAT ALLOWS THE CURTAIN TO CONFORM TO THE CONTOUR OF THE BOTTOM OF THE WATERWAY. l` 7. FOR FLOW VELOCITIES > 5 FT/SEC, USE A REDIRECTION BARRIER SUCH THAT THE FLOW EXPANDING AT 20' FROM THE EBB BARRIER WILL REACH THE CURTAIN AT A POINT WHERE THE CURTAIN IS ESSENTIAL TO STREAM FLOW. 1f 8. ALL TURBIDITY CURTAINS SHALL BE INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATIONS AND AS DIRECTED BY 'TURBIDITY - THE ENGINEER. PROPOSED WORK SITE •. `CIATTAIII APPROVED OURIkOITY dBTADO GEOTEXTILE _ TO IIiDI5TUA8ED BOTTOM t WITH FOLDS'FOR WATER FLUCTUATION EXISTING GROUT/-NATER BANK - WOVEN WIRE FENCE �1 III E H SPACING)GAUGE W/ MAX. 6" M _ 10 MAX. C. TO C. FLOW WEIGHTED ANCHORING SYSTEM-SEE'NOTE III— 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" SECTION A A INTO GROUND. W'� HEIGHT OF FILTER ' - '• = 16" MIN. �y yp WORK AM 1Y-V/� T NOTE Z_ , —� W ink W W W O� W W W W W �': B" MIN. ANCHOR POINTS EVERY 100 FT.MAX. PERSPECTIVE VIEW Pam\ 36" MIN. FENCE POST BARRiER.MOYEIENT DUE TO TIDAL CHANGE SHORE ANCHOR PT.LOCATED WOVEN WIRE FENCE WITH FILTER CLOTH Y MIN:UPLAND OF ORDDUIfiY (MIN. 14 1/2 GAUGE MAX. 6" .HIGH:WATER MARK iiYP.1 � MESSHH SPACING STAKE'OR ANCHOR EVERY-100 FT.MAX. SHORELINE COMPACTED SOIL FLOW— N AND/ORRBED SHORELINEN PLAN RESTORATION TIDAL WATERS. TURBIDITY CURTAIN DETAILS EMBED FILTER CLOTH A i AND/OR.,HEAVY WIND AND NAVE-ACTION N.T.S. MIN. OF 6" IN GROUND. q'L� SECTION VIEW •o CONSTRUCTION SPECIFICATIONS: WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR o STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. w 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES o SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 W GAUGE, 6" MAXIMUM MESH OPENING. a 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED _ BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X. MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. S.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" u, 3 DEVELOP IN THE SILT FENCE. Cn X ON 3(MAX. -. ...c TEMPORARY SILT FENCE DETAIL SLOPE TYP.) .. v N.T.S. o iA c to U PERMIT PLANS .CONSTRUCT SILT FENCE MOUND i 1 PERIMETER OF STOCKPILE IJ j DATE BY DESCRIPTION APPROV, BY TEMPORARY SOIL STOCKPILE DETAIL REVISIONS N.T.S. MAY 1 5 2025 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Southold Town 5505 W. MILL ROAD `N Board of Trustees rrj EROSRON AND SEDIMENT N s U O o CONTROL DETAILS 04 04 0 L. K. McLEAN ASSOCIATES, D.P.C. O 0 ENGINEERS k SURVEYORS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NY 11719 N O PROJECT DESCRIPTION: Sheet No. INSTALL 3160 LF OF VINYL BULKHEAD, 26'-0-OF VINYL BREAKWATER;t1,645 SF ADJACENT WATER BODY: NOTES: Designed Sr. KJM Scale: AS SHOWN OF FLOATING DOCKS FOR MARINA,AND t1,998 SF OF TIMBER DECKING.EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE Drawn RAC Get.: MAY 2025 TM d:1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING:L3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. �' 7 OF 7 a j OF UNDERWATER LAND. INCIDENTALLY DREDGE ±140 CY OVER AN AREA OF±1,600 d SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2.ELEVATIONS SHOWN HEREON REFERENCE NAVD 19BB. Appr—d W. RAS File No. 23103.000 INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET, INDEX, & LOCATION MAP TOWN OF SOUTHOLD 2 EXISTING CONDITIONS PLAN 3 SOIL BORING PLAN SUFFOLK COUNTY , NEW YORK 4 GENERAL PLAN 5 TYPICAL SECTIONS — 1 6 TYPICAL SECTIONS — 2 . . --_. d, E # e Ir it PERMIT PLANS FOR 5505 W . MILL ROAD MATTITUCK, SUFFOLK COUNTY, N .Y. MAY9 2025 PROJECT LOCATION N * • • . Of •• Mattituck • a •F, * Bailiet •• •• .• Inlet •� • B eb few• • Mattituck DistriG Light ��� Jetty Breakwater Beach � �+ District Park • <' N�\t fl _: _ gerty► • has N • • I I E TIDAL q •. ' • • Oil ' � ' •• JI A]�DSi o� Captain Ktdd • •: o • CONSTRUCTION COMPLETED: Estates .. •� �,� , AUr 54. R�A� so go* as CONSTRUCTION ENGINEER Tidal . ' . • 37 •. • DATE: `�'�`�' . • .. .•• � '' . , ••••' , • ' S3 • . ,., ,' •• • , �OAO p U •. • , • • . • p Q •■ all Shoreo • . • Acre PREPARED AND L. K. M C LEAN� ASSOCIATES D. P. C. e e•• • • . • ,5 �' � O `, RECOMMENDED BY: 437 SOUTH COUNTRY RD. BROOKHAVEN, NY 11719 • •• ' � 'ACE THIS PROJECT IS LOCATED IN MATTITUCK, NEW YORK ALONG THE WESTERN SIDE OF THE MATTITUCK INLET. LOCATION MAP DATE.:_ — _ 1 "= 1 ,000' ROBE A. TEELE, P.E. — NYSPE Lic. No. 077397 �EOFN£ r --- C�P�RS fit. O THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS IIJ -, �3 1 ? °0 Sp ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESSIT'S UNDER 4 2L THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE IAY SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER 9 1 �'� O 077397 G MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF Southold Town SSIONa��`� THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION eoa�dafr, � (NYS ED. LAW SECTION 7209-2). LKMA PROJECT NO. 23103.000 SOIL I L BORING R I N G B 3 � — 1 NOTES: • .k .- . p v �,� _,.. � � t ° ° , � �:. „ " qa }��•,,,, d,ed 1 . SOIL BORING LOCATIONS ON PLAN ARE APPROXIMATE. Un Soil rlaificati n ,. , aA• =x4. t j Inches N Value Sail Sample Description and NYC BC ' ' M ,.. P '.� t I( ,, �• �3! �yr' ti! `ti. 'y, ,, ., .. . ,, Class +Y N! r K. , r I , dI v i a , — 2 FEET r 7-5-7-9 ,y l yBrown • v & i ." a *�, x ., , , `ti '`` �x\ �i.'P" «,�� �4 �•t FM FL Sand Sample pI w Y vy{ , x a t F .� .: Y an'.'.' 'e, ♦a • :: b v� '4. 1i1''rr �,- •a'? ~.n-.. — ,'S. -I+"-5 �- -' P,. 4 FEE ELF �'-� � � P �� B�r°caw� F+�Sand �,am�.tl� � . 4 t � � 6 FEET BLG 2 2-3-4 SP 3 n Fine and #u! 3or Gravel !S Z t ."'7 +'Y ni K Y U M g v. mc�I , kt ✓14 6 - 8 FEET BLG 3-3-3-4 S 6 Brown Fine Sa nd wl Gravel Sample 4 P 311 . r v : A; •� � 8-10 FEET BLG 3-3-5-6 SP � Brown Fins Sand w. Gravel -4. 1 Y rt i , � -9?' FEETBLG 4-1-2-2 �I� r n r< � FI'10 Sand wwl Grawal -Sample 6 , �n • .. n A� �,v?: � {i, � ` ,4y. erg, { '4 •,1�. v u^Jk A -22 FEET BLG 4-4-5-6 SP 9Brown Fine Sand wl GravelSample 7 'A _ I � ir1 :s •A' k�p,�. '<�, �"�' ,.n A `:;•'v 'k,� „r:, `k,$ ' A•'• '•ti::. - z , •+ f � ,... -27 FEET BLG ,�-3-4-� �P �' Brown Fine �a� w.. R � el Sample m 1, ,J t x Y 30-31 FEET BLG 8-10-1 21 SP n 23 Brown Fine Salrii ww. Gravc Sample 9 K. • r q n t �r� C End ti!1 Boring: .Pi Groundwater Encountered r �1.y-: e~� .' .. y M y ,, •fix h' ,. SOIL BORING B — M a b ' Soil ,a Depth flows Per (6 ) �. .� TB # Classficaton II I y. ro .: Inches N Value evil Sample Description afi pp� 2 Class • R, s Y'li I W _ 2 FEET BLG HIS. Mist. t���.A s �' ^�-# l S . k. 1 f 3r��r, Fins an�i � a ample I 2 4 FEET BLG HIA SP 3rown Fine Sand w' : .,•� r ,., ple 1^3 4 3 �~ r1 Fl�la '�an�d . :�.� .. - �i FEET BLG 2-2 1-2 �P' t� r �1�u ,�� wwa' �:�c�"ai61 ,�,ta s « M ATT T U C K I N S ET m '% + �Y� k , � ., y► - 8 FEET BLG 1-1-WOH-1 SP 1 Bar Fine Sand Sample 4 r 8-10 w Y , FEET BLIG 401-12 1 2 SP 3 Brown Fine Sara rah,Sow&avel Sample 5 - x t 10-12 FEET BLG 3-1-1-2 S P' 2 Brown Fire Sari ww/ "arw�l -Sample . - LEGEN 15-17 FEET BLG 3-3-4-6 SP 3m+r File Sand wl Ceavel Sample 7 B-2 © SOIL BORING LOCATION 0 m I1 •� 0-22 FEET DLO �-�-�'-a P .14 Brown Finn Sand �r.�' ��Ra���l �.am�I� � B_ 2 -27 FEET BLG 12-8-8- P Brown Fine Sand wwl Gravel Sample 9 30-32 FEET BLG 9-5-6-7 SP -11 Braun Fine Sand wwl Qoavel Sample 1i1 0 Egad of Baring: -3�2' Groundwater Encountered at: -4 5 _ 311 Y PERMIT PLANS Southold town 'r Board of Trustee . ,. • :, • DATE BY DESCRIPTION APPROV. BY o REVISIONS t TOWN OF S U HOLD . • pp GRAPHIC ALE SUFFOLK COUNTY, NEW YORK 50 0 50 100 .y 5505 W. MILL ROAD , . 4 U o l* SCALE IN FEET MARINA IMPROVEMENTS o 100 0 100 Zoo SOIL BORING PLAN PLAN CN SCALE 1 "=50' (22" x 34") SCALE IN FEET L. K. McLEAN ASSOCIATES, D.P.C. 00 N 0 ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 o SCALE 1 = 100 11 x 17 ) PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Sheet No. 0 INSTALL ±160 LF OF VINYL BULKHEAD, 26'-0" OF VINYL BREAKWATER, t1,645 SF Designed By: KJM Scale: AS SHOWN OF FLOATING DOCKS FOR MARINA, AND f1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE N t1 COORDINATE SYSTEM NAD 1983 ,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF Drawn By: RAC Dote: MAY 2025 2 OF 6 OF UNDERWATER LAND. INCIDENTALLY DREDGE t 140 CY OVER AN AREA OF t 1,600 , LONG ISLAND ZONE. / SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No. 23103.000 [Z -.� p0l� --�------------ 1 -�- 11 4.07 1 I 7 / , 4.38 4.1 `'O/(.� X0 'Q110 JV 91- MATTITUCK CREEK 9 "76 . I f 4.60 4. I ^ ,.� 4.b5 4.53 \ �/ + • 14, `� , `` i + I / 4.53` 1 i '' S.47 - x�� \\ �` ___________________ _ ' ` O 10 �� = --------- ----- --- - - - -----_---------------------------------------------------------- -_--_ - -- - ---------------------' - -� o542 < - - `C ` x 4.84/ x 5.50 ` ` x 4.64 4 - x4.83 x4. xs90 --�22- -- - / n 3 1 .88 j \ 5 U O Q \\ \ 73�bhp 4.24 4 / --- ------- ---------- --- x 5.34 - - - - ------- � I Q ` _ - ------ ----- t x5.53 ' \``` / �� 652 (7, 6.4(J-� x 6.68 Qv QOf J x 5.21 Ili `N 2 , \ .' / x 6.48 x 6.23 v U .Y Y- -- x 548 `` _ x 6.44 ��� x 6. O I x 4.26 i x 5.47 _i (l77 _ ----- i `C x5 .,I ---- - ., 6.48 / / i 86 // / __ 2 W ---- x 6. �x -------- s� _ 116.1 2 xs.6s � I e x \ �D�3 / -- -�- -.. _ ___ - - ` x6.26 x469 Q V �L� \ // / --- ----- - �\ _ V__._- - x 6,92 x 6.84 X 6.88 (n 10.69.,_- �. \ �- \ �� / / /�_ --_- - _---- \\ -- 6.89 I III x _ - " _ _ - - \\Vc4.79 `/ / \\\�; `\�- ��� \ x4.51 / 5.03 \�`�-__ \\ \ \\ \\\�".` x6.63 / x4,72 - 9 x 5.30 9.3 x -Cb -- �// \ x 6.59 . ' 23.28 / A6.86 43 \ 1 CK L / - - _OWNER• x _ AWC l50 SIDE L / 77 \ ADDRESS: N.A. - �/ - _MATTITUCK NY 11952 ,6 9 ��� �� _ x I 1 4 I I II \\\ \ \\\ \``, x__-_. _ -J I H i EP 11.34 SCTM 1000-106.00-06.00-001.000 ! y 4 I �� 1 5 Ol APPROXIMATE SUFFOLK q COUNTY TAX MAP LINES H SCALE 1 "=20' (22" x 34") SCALE 1 "=40' ( 1 1 " x 17") Cn 4, + , al� w I ' r - - lal r Q , y x - - .. .,5 t.;. 1 , t v Z A [ �•i tom: j 6 PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4 PHOTO 5 PHOTO 6 u '4R MAY PERMIT PLANS 'I Southold Town Board of Trustees u DATE BY DESCRIPTION APPROV. BY 0 REVISIONS LEGEND TOWN OF SOUTHOLD CP C SUFFOLK COUNTY, NEW YORK DESCRIPTION SYMBOL 5505 W. MILL ROAD o u MARINA IMPROVEMENTS cx� U PHOTOGRAPH LOCATION WITH DIRECTION < # GRAPHIC SCALE 0 -� TAKEN AND PHOTO ID # 20 0 20 40 EXISTING CONDITIONS PLAN G APPROXIMATE SUFFOLK COUNTY - - SCALE IN FEET (22"X34") TAX MAP LINES L. K. McLEAN ASSOCIATES, D.P.C. N o N o SUFFOLK COUNTY TAX MAP ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 ELM # SCTM# 100-183-01-85 (DISTRICT-SECTION-BLOCK-LOT) PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Sheet No. 0_� O INSTALL ±160 LF OF VINYL BULKHEAD, 26'-0" OF VINYL BREAKWATER, t1,645 SF Designed By: KJM Scale: AS SHOWN OF FLOATING DOCKS FOR MARINA, AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE N t1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. Drawn By: RAC Date: MAY 2025 3 OF 6 0 / OF UNDERWATER LAND. INCIDENTALLY DREDGE ±140 CY OVER AN AREA OF t1,600 SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No. 23103.000 OWNER: CHARLES CARAFTIS & EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED BULKHEAD TO MAUREEN CARAFTIS BULKHEAD TO BE SET BACK. ELEVATION -8.86 MAX (6' BELOW M.L.W.). APPROXIMATELY 2,015 CYt 10' WIDE AREA (f140 CY OVER f1,600 SF) TO --�� DISTANCE VARIES 15'f TO 32'f OVER AN AREA OF 4,030 SFf. SEE SECTION A-A. BE INCIDENTALLY DREDGED TO A MAX DEPTH OF ` FEDERAL NAVIGATION ADDRESS: 2275 NAUGLES DR 6' BELOW M.L.W. (EL. -8.86) TO RETRIEVE SOIL CHANNEL (TYP.) - -- MATTITUCK, NY 11952 SCTM - WHICH WAS LOST FROM BEHIND THE BULKHEAD TIDAL WETLAND LIMIT LINE #1000-099.00-04.00-023.000 --- - _ - FACE OF EXISTING EXISTING BULKHEAD TO BE REMOVED EQUAL TO FACE OF � OWNER: STRONGS WEST MILL LLC TIMBER BULKHEAD (TYP.) FOR INSTALLATION OF NEW EXISTING BULKHEAD ADDRESS: 5675 MILL RD PROPOSED TEMPORARY BULKHEAD (f 160 LF) _.�-�"'- MATTITUCK, NY 11952 PROPOSED 26'-0" ---�----- .,` �- �.' TURBIDITY CURTAIN. TO BE 4 WIDE, 30 LONG - SCTM #1000-106,00-06.00-002.000 VINYL SLOTTED USED DURING CONSTRUCTION FINGER DOCKS (TYP.) BREAKWATER ITEM 1 DEC-TC _ EBB S.H.W. = 3.22f FLOOD M.H.W. = 2.22f MATTITUCK M.L.W. _ -2.86f CREEK SEE NOTE 12 ` 98't 6' WIDE CCA DECKING (f587 SF) (9) 15'X35' SLIPS SEE SECTION C-C TC TC I-1 ±80' WIDE _ - - 1 60'f FEDERAL NAVIGATION CHANNEL 218'f 6' WIDE CCA DECKING (t 1 ,373 SF) SEE SECTION C-C 162'f TO OPPOSITE - - SIDE OF CHANNEL _ �- 225'f TO OPPOSITE _,, d� _ !-^-�" SIDE OF CHANNEL , C -- 07 LZ - EXIST � -.-.__._ / `.- C J --t EK� 36 _ L7U/ x • 10' MAX._-� 102'f _ o --� 65 x � y Br f X 53 k .. x x � - 0, _ �• X P 4 b-� ------ - _ 161 't VINYL I j^•' - --- 9 r20/S&o P2 S 0 T •, _ / i BULKHEAD CANTILEVERED 7 6 ^.. VINYL . . t - x o _ BULKHEAD 5411111 -7 _ i-.. i • '. i /. •. x4,33 .. x4.71'. . ,. �. r. .: -x >. •• „ ,.0 , • •• .• .. - • , • :. Via' , - • .. o o x5 .} .. - 34 RETURN .. 6.4 r; 6.5� 28 f x,6B o� x521 -.-.... Y l Y f )f . r -•• r ♦ // <. P• ' - •, i a �� >.5.48 -w i' W x6.69 (% x547 : / x a `� :• '. . - --t �4, x �- •..-\ � W i 4.26 x 5B6 6.9i x6,87 ) x6.81 , 7I / � � , , � �� �'• -�_:a_,��_�,� . � SUFFOLK COUNTY TAX a56� Jr "Yv �• , .. Y 70 ---- 5.19 x6.z6 MAP LINES ff "�- .,,. •/ 72 x 6.84 x 6,88 V \� .5 x6,89 x4,69 14 16 6 I 77U *� �� �� I' 8' EP 8.19 6.50 22� 24 v 8.41 ]..... 26 7.40 Sy~� x x 6.14 C� 1981 x 028 OWNER: AWC DOCKSIDE LLC EP 9,51 QP I x 8.34 _ . 32 ADDRESS: N.A. ��` ` 50 3634 MATTITUCK, NY 11952 5 x 5.39 x ti.63 30 SCTM #1000-106.00-06.00-001.000 �. 9.3 , ;% i 9,35 3a �1�08 42 ip.62 V x 2��� 46 b C x / - SPREAD EXCESS FILL TAKEN FROM AREA TV 9 5 x 48 `Zp b x 4.62 1579 755 6 6.03 LANDWARD OF BULKHEAD AND RAISE ,� EXISTING TIMBER z3` 20'i x6.59 j 25.37 Dc 46.86 • GRADE APPROXIMATELY 18 (t230 CY BULKHEAD TO REMAIN 49.14 43.77 ' OVER AN AREA OF 4,140 SF) �� `j Clb _0 Dx x 4 PROPOSED PUMP-OUT TRUCK o��� �� ���� / �. x 46.59 �� x�• - 4E a (1,000 GAL CAPACITY W/ POTABLE I H _ EP 1134 �rtsuaf n 31.3 4 WATER WASHOUT) e�`�� 20 �� -- off _ 11,04 0° - i S 6 W x49.84 y x -� JK / -0 6' WIDE TIMBER PROPOSED SILT FENCE (TYP.) � v / 10' WIDE A f140 CY N FLOATING DOCK PLAN BE PROTECTED DURING REMAIN AND LEGEND TO BE INCIDENTALLY DREDGED TOA6 MAX 00 SDEPTH OF 26 VINYL SHEET TO BE CONSTRUCTION 6' BELOW M.L.W. (EL. -8.86) TO RETRIEVE SOIL j SHOREGUARD SG-950 SERIES SCALE 1 "=20' 22" X 34" WHICH WAS LOST FROM BEHIND THE BULKHEAD n 35 LONG GREENHEART VINYL SEAWALL SHEETING OR ( _... LIMITS OF GRADING & GROUND DISTURBANCE j TIMBER PILE WITH 8" MIN. APPROVED EQUAL (TYP.) SCALE 1 "=40' ( 1 1 " X 1 7") DREDGE SPOILS TO BE SPREAD USED TO j TIP ® 6' O.C. - FEDERAL NAVIGATIONAL CHANNEL RAISE GRADE f4" (t 140 CY OVER AN AREA 0 EXISTING VINYL GRAPHIC SCALE OF APPROXIMATELY 12,200 SF) 8' WIDE TIMBER BULKHEAD TO REMAIN 20 0 20 40 SUFFOLK COUNTY TAX EXCESS FILL TO BE SPREAD & USED TO _ FLOATING DOCK SPREAD DREDGE SPOILS MATERIAL AND MAP LINES RAISE GRADE ±18" (t230 CY OVER AN RAISE GRADE APPROXIMATELY 4" (t140 CY LIMITS OF GRADING & GROUND PROPOSED BULKHEAD AREA OF APPROXIMATELY 4,140 SF) 4' WIDE & 40' LONG OVER AN AREA OF 12,200 SF) DISTURBANCE (TYP.) SCALE IN FEET (22"X34") . . . . • (SEE TYPICAL SECTIONS) PROPOSED PUMP-OUT TRUCK e(1,000 GAL GANGWAY TYP. NOTES: REMOVED FROM THE AREA BETWEEN EXISTING AND PROPOSED BULKHEADS. APPROXIMATELY 140 CY OVER AN AREA OF 1 ,600 SF SHALL BE INCIDENTALLY DREDGES TO RETRIEVE SOIL WHICH WAS LOST uuuuuuuwmmmuuuumw PROPOSED VINYL 0 CAPACITY W/ POTABLE WATER WASI1QUT) -- SLOTTED BREAKWATER ->° � 1 . THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO FROM BEHIND THE BULKHEAD. THE DREDGED MATERIAL AND SOIL REMOVED LANDWARD OF THE OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. BULKHEAD SHALL NOT BE COMBINED OR MIXED. f 140 CY OF DREDGE SPOILS OVER AN AREA OF PERMIT PLANS - q LITTORAL ZONE ' APPROXIMATELY 12,200 SF SHALL BE SPREAD LANDWARD OF THE PROPOSED BULKHEAD WHERE SHOWN LZ t` 2. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY ON THE PLAN & REMAIN ON SITE. THE PROPOSED GRADES SHALL BE RAISED BY APPROXIMATELY 4". MAY 2 i fi REMOVED FROM THE ADJACENT AREA (UPLAND) AND REMOVED TO AN APPROVED UPLAND AREA FOR ±230 CY OF THE f 1 ,670 CY OF SOIL REMOVED LANDWARD OF THE BULKHEAD SHALL BE SPREAD PROPOSED TIMBER U WHERE SHOWN ON THE PLAN OVER AN AREA OF 4,140 SF TO A DEPTH OF APPROXIMATELY 18". THE FLOATING DOCK ou / DISPOSAL. NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. DATE BY DESCRIPTION Y. a) EXCESS MATERIAL OF APPROXIMATELY 1 ,645 CY WILL BE REMOVED AND LEGALLY DISPOSED OF AT A (1,635 SFt TOTAL) sees 0 3. PRIOR TO REMOVAL OF EXISTING BULKHEAD(S), SOIL LANDWARD OF BULKHEAD SHALL BE EXCAVATED NYSDEC APPROVED UPLAND FACILITY. REVISIONS � AND RETAINED AS NOT TO ENTER THE WATERWAY. PROPOSED 40' LONG GANGWAY U, 9. SECTION B-B: INSTALL NEW 2"X8" CCA TREATED TIMBER DECKNG WHERE SHOWN ON PLAN. EXISTING TOWN OF S 0 U T H 0 LD j 4. CON-RACTOR SHALL BACKFILL PROPOSED BULKHEAD WITH SUITABLE ONSITE MATERIAL. BULKHEAD, ANCHORAGE SYSTEM, AND PILES TO REMAIN. MOORING PILE SUFFOLK COUNTY, NEW YORK PROPOSED CCA TIMBER DECKING j 5. CON-RACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 10. SECTION C-C: INSTALL NEW 26'-0" VINYL BREAKWATER IN PLACE OF EXISTING TIMBER BULKHEAD. (1 ,960 SFf TOTAL) 5505 W. MILL ROAD O 6. THE CONTRACTOR SHALL INSTALL TURBIDITY CURTAIN ON THE SEAWARD SIDE OF THE EXISTING 11 . SECTION D-D: INSTALL NEW 7'-6" CANTILEVERED VINYL BULKHEAD IN PLACE OF EXISTING TIMBER MARINA IMPROVEMENTS a� U BULKHEAD PRIOR TO REMOVAL. BULKHEAD. --- - ---- ---- EXISTING CONTOUR 0 . PROPOSED TEMPORARY GENERAL PLAN 7. EXCAVATED SOIL FROM BETWEEN THE EXISTING AND PROPOSED BULKHEADS SHALL BE STOCKPILED AND 12. ALL SOUNDINGS SHOWN ON THE PLAN ARE TAKEN FROM MATTITUCK CHANNEL CONDITION SURVEY TC TURBIDITY CURTAIN 0 DEWATERED WHERE SHOWN ON THE SEDIMENT CONTROL PLAN. SUITABLE EXCAVATED MATERIAL SHALL (VH-106) FROM THE US ARMY CORPS OF ENGINEERS. SOUNDINGS ON THE PLAN REFER TO THE Ln s BE USED TO ELEVATE THE PARKING LOT AREA LANDWARD OF THE PROPOSED BULKHEAD. EXCESS PLANE OF MEAN LOWER LOW WATER (MLLW) (EPOCH 1983-2C01). MEAN LOWER LOW WATER IS 3.1 ITEM 1 DEC-TC I '! N NYSDECLAPPROVEDE UPLAND FACILITY, ACCORDING OTORTHEE PLANS LEGALLY 0 g EDISPOSED OF AT AN FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.3). PROPOSED SILT FENCE L. ERSMcLEAN43ASSOCIATESHAvD.rp SHALL AROUND THE SITE & SURVEYORS 11C9 O PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Sheet No. 0 8. SECTION A-A: INSTALL 161f LF OF NEW SHOREGUARD SG-950 VINYL SHEETING WHERE SHOWN ON INSTALL ±160 LF OF VINYL BULKHEAD, 26'-0" OF VINYL BREAKWATER, f1,645 SF Designed By: KJM Scale: AS SHOWN PLAN. TOP OF PROPOSED BULKHEAD SHALL BE INSTALLED A MAXIMUM OF 1 .8' HIGHER THAN EXISTING. OF FLOATING DOCKS FOR MARINA, AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE > N THE NEW BULKHEAD IS PROPOSED TO BE INSTALLED 15' TO 32' LANDWARD OF EXISTING. t1,670 CY BETWEEN EXISTING ANE PROPOSED BULKHEADS, CREATING t3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. Drawn By: RAC Date: MAY 2025 4 OF 6 / APPROXIMATELY 1 ,670 CY OF MATERIAL OVER AN AREA OF APPROXIMATELY 4,030 SF SHALL BE OF UNDERWATER LAND. INCIDENTALLY DREDGE t140 CY OVER AN AREA OF t1,600 CL SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No. 23103.000 14 8"x8" GREENHEART TIMBER WALE - ----- ------ - ---FEDERAL NAVIGATION CHANNEL------- --- 2"x10" GREENHEART TOP CAP 10 #8 GRADE 75-1"0-GALV.--TIE-- - -- ------- - -- -- - ---------------- - - - - PROPOSED TOP OF PILE EL. 1 Of- ---- - - - -- --- --- ---- - - - - ------ - --- - - - - - - - ROD & CONNECTIONS @ 6' O.C. 3"x8" INTERIOR-GREENHEART- PROPOSED TIMBER FLOATING DOCK TIMBER WALE - - - - ----- ------ - -------- - - - ---- - ------ - - - ---- -- ------------------- ---------------- - 4' SYSTEM WITH UNTREATED DECKING ----39 -6 't (RESTORE - ----- - - - --- -- ----- - - - ----- IN KIND) - - - --------- -------- - - ------- -------- ----- - --- 6 -- -------- -- --- - -- - — — _ - - -- - - - --- - - - -- - - -�-.--._ PROPOSED TOP OF BULKHEAD EL. 6.00± (MATCH ELEVATION OF ADJACENT BULKHEAD XISTING TOP OF E : v v: .. S ..a ..•. , .,. .. v , D EL __--_ -_ -______ — -- -_ - - - _. _- -- 4 _... .. ---- - --- - - - ---- --—GROUND EXISTING G 0 E N - - S.H.W. S EL. 3.22f MEET EXI STING2,22 6 MIN. �. f MATTITUCK CREEK ----------------------- .. . .. II i a •. 1 I R M V DISPOSE 0 E 0 E AND DISP F p 1 ' ----------EXISTING- TIMBER BULKH EA D -- -------- - -- -- - - ------ -- ---------------- - -- ---- - - - - PILES, & DECKING TIE ROD EL_ —1.50+ 2 1 ` t I M.L.W. EL. 2.8 f 4 - 90' --- - - - - 1 ,... ...•':. ,10't MAX. -------- - - - -- - - -- -- CONTINUOUS HORIZONTAL BACKFILL WITH SUITABLE --- ---GREENHEART TIMBER-DEADMAN--- -- -- -- -- - --- -- - - - _ -- ON-SITE MATERIAL ---- LAY LOG --10"--TIP AND MINIMUM--- --- -- --- -- - --- - - - 6'f -6 --- - - ---------- ---- ------- - -- ---- -- - - - - - - - - --- --- - ------- - -- NP - - - -- -- -- --BELOW ---- OF 10' LONG. (SEE TYPICAL LAY ;': - M.L. 4' 9"f I LOG DETAIL) - - - - - -- - - -- - - - - - - -- ---------- --- -- -------- ---- - - ----- -- -- ---- -- - - -------- - - . -TIE --- - - - 5"X5"XY2" GALV 3 MAX \' ROD BEARING PLATE - -- _- - - - - - -- ----- - - -10 u _ 8"x8"-GREENHEART TIMBER--WALE - (TOP -DF WALE EL 1 .40t) ---- EL886f- - - - ------- ------- - - - -------- 10 MAX WIDE AREA (f140 CY OVER AN AREA --- EXISTING GROUND EL. VARIES 12 , — - - -- - ---- --(2) 5'- 15 LONG --- - - - FACE OF PROPOSED SHEETING-TO _BE OF f 1 600 SF) TO BE INCIDENTALLY DREDGED FROM -3.30f TO 10.60f. - - ----- - - ---- --- ----- ----- -- ----- - - ---- -- - _ -- - ----- - - - '- - - -(EL----- - -- - ----� - TIMBER PILE @ 6' O.C. WITH INSTALLED 15'-32' LANDWARD OF EXISTING -- ------- - ---------- -- - ---- --- - ------ ---- -- - -- --14 -- -- -- - -- --- ---- -- - - - MINIMUM TIP 10"--- - - _ - - - - - -- - - - -- --- - -- - -- -_- ----- - -- --- ---- --- - - - - - 6f)TO EVE SOBL WHICH WAS-LOST- - - FROM MATTTOUCK CHANNEL - - -DEPTH 0 I -- - - --- ------ ------------- -- - - ---- - ----------------- --------- -- ------- ----- ---- - -- -- - -- -- ---------------- - - Ll - FROM BEHIND CONDITION - THE BULKHEAD D TION SURVEY (VH 106) 26 VINYL SHEET TO BE - - -- ---------- - -- - --- - - -------- - ---- - - FROM THE-US-ARMY CORPS - --- - - -16 -SHOREGUARD-SG-950 SERIES - --- - - - -- - 15' TO 32' - - ----- - ---- - - -- - - - --. OF ENGINEERS. SOUNDINGS - - VINYL SEAWALL SHEETING OR ON THE PLAN CONVERTED TO - - - -- __ - --- -- _ - --- ------- APPROVED EQUAL - - - - -- --------- SEE GENERAL PLAN - - - - ----ELEVATION -8.86 -MA ) - - - -- ----- --- -- -- - --- NAVD88 AND SHOWN ON - -- LIMITS OF EXCAVATION (TO - ------------- -- ---- --- -- --- - ---- -- -- --------- --- --- --- - ---- --- -- - - - ------------ - --- ------- --- - - --- - - - - - - --- ---- - - ----------- -- - RA X' _THIS SECTION. SEE GENERAL 18 -- -SEE-NOTE-8 -- - 30'-O"f PLAN FOR MORE INFORMATION. -20 3 #1 1 GRADE 75 1-/$ O GALV. TIE - ROD & CONNECTIONS © - - -- - - -- - - - - --- ------- - -- -- --------- --- --- - ------ - - - - ---- -- - - - -- - - - ------------------- --- -------- ---------- - -- - ---------- -- - --- - - - -- 33' 8"t 35' LONG GREENHEART TIMBER PILE - --Wl H MIN.- I - 6 -- --- -- --- -- - - - - - -- - - - --- - --- -- -- - -24 --- ---- ------- --- -- -...- - --- - - - - -- ---------- - --- - - - - - - - - -- - -- - -- - --- -- ---- --- -- --- - - ---- - - ---- - - - - --- - -- -- EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED -26 ------ - -- ----- ---- - --- ----- - ----- - - - - -- - -- -- - - -- - - - - -- - - - - REMOVE-AND LEGALLY-DISPOSE -OF - --- -------------- ------------ BULKHEAD TO ELEVATION -8.86 MAX 6' BELOW M.L.W. .- - --- ------ - - - --- -- --- - --- ----- - - ------- -- --- --- -- - - - - - -- - - - -- - --- -- - --------- - - -- -- -- - -- - - ---- ------------ -- - - Y-_2,015-- F-4,030- -- -- - - - -- -- ------ - - - - - - EXISTING ANCHORAGE SYSTEM APPROXIMATEL CYf OVER AN AREA 0 SFf. -28 (NEW VINYL BULKHEAD TO BE INSTALLED 15' TO 32' LANDWARD OF THE --EXISTING TIMBER BULKHEAD) SECTION A - A � SG - 950 VINYL BULKHEAD ( INSTALLED 15 ' TO 32 ' LANDWARD OF EXISTING TIMBER BULKHEAD ) ° REMOVE AND REPLACE o EXISTING TIMBER DECKING SCALE 1 "=4' (22"X34") WITH NEW 2"x8" CCA SCALE 1 "=8' (1 1 "X 17") TREATED TIMBER DECKING ° (D (f 1 ,960 SF) I I I I iL I - - - I S.H.W. EL. 3.22t NOTES: j — � cn 11 I I M.H.W. EL. 2,22f 1 . ALL PROPOSED SHEETING SHALL BE INSTALLED TO THE SPECIFIED LENGTHS UNLESS OTHERWISE APPROVED BY ENGINEER. . - I 2. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. 0 � u u 3. FIRST 18" OF SEAWARD END OF TIE ROD SHALL BE COATED WITH COAL TAR EPDXY. EXISTING GROUND I 4. CONTRACTOR SHALL VERIFY LOCATION OF ADJACENT PROPERTY LINE PRIOR TO INSTALLING NEW SHEETING. . ; , M.L.W. EL. -2.86f 1'--�) II! jf 0 I I 5. ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A NYSDEC APPROVED UPLAND FACILITY. „ v• I l.:E,.Y r 1 6. SIZE AND LOCATION OF EXISTING ANCHORAGE SYSTEM IS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY. PERMIT PLANS II I I So!ti,Dj 9stitn ' I 7. DREDGE MATERIAL SHALL BE PLACED ON ADJACENT LAND TO RAISE EXISTING ADJACENT AREA. CONTRACTOR SHALL DREDGE i� ,Eoard cSI"rU�t es t A.O.B.E. TO A MAX ELEVATION OF -8.86f TO PROVIDE ADEQUATE DEPTH FOR PROPOSED FLOATING DOCKS. U 8. SECTION A-A: INSTALL 161 t LF OF NEW SHOREGUARD SG-950 VINYL SHEETING WHERE SHOWN ON PLAN. TOP OF a� u EXISTING TIMBER BULKHEAD PROPOSED BULKHEAD SHALL BE INSTALLED A MAXIMUM OF 1 .8' HIGHER THAN EXISTING. THE NEW BULKHEAD IS DATE BY DESCRIPTION APPROV. BY 0 I AND PILES TO REMAIN PROPOSED TO BE INSTALLED 15' TO 32' LANDWARD OF EXISTING. APPROXIMATELY 2,015 CY OF MATERIAL OVER AN AREA REVISIONS = OF APPROXIMATELY 4,030 SF SHALL BE REMOVED FROM THE AREA BETWEEN EXISTING AND PROPOSED BULKHEADS. C APPROXIMATELY 140 CY OVER AN AREA OF 1,600 SF SHALL BE INCIDENTALLY DREDGED TO RETRIEVE SOIL WHICH WAS TOWN OF S 0 U T H 0 LD a) LOST FROM BEHIND THE BUKLHEAD. THE DREDGED MATERIAL AND SOIL REMOVED LANDWARD OF THE BULKHEAD SHALL SUFFOLK COUNTY, NEW YORK NOT BE COMBINED OR MIXED. ±140 CY OF DREDGE SPOILS OVER AN AREA OF APPROXIMATELY 12,535 SF SHALL BE SPREAD LANDWARD OF THE PROPOSED BULKHEAD WHERE SHOWN ON THE PLAN & REMAIN ON SITE. THE PROPOSED t SSOS W. MILL ROAD 0 U GRADES SHALL BE RAISED BY APPROXIMATELY 4". ±230 CY OF THE t1,670 CY OF SOIL REMOVED LANDWARD OF THE MARINA IMPROVEMENTS BULKHEAD SHALL BE SPREAD WHERE SHOWN ON THE PLAN OVER AN AREA OF 4,140 SF TO A DEPTH OF APPROXIMATELY OC) U 1E". THE EXCESS MATERIAL OF APPROXIMATELY 1,645 CY WILL BE REMOVED AND LEGALLY DISPOSED OF AT A NYSDEC I SECTION B — B APPROVED UPLAND FACILITY. TYPICAL SECTIONS - 1 9. SECTION B-B: INSTALL NEW 2"x8" CCA TREATED TIMBER DECKING WHERE SHOWN ON PLAN. EXISTING BULKHEAD, Ln REPLACE TIMBER DECKING ( 1j960 S F ANCHORAGE SYSTEM, AND PILES TO REMAIN. L. K. McLEAN ASSOCIATES, D.P.C. 00 cal O ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 o SCALE 1 =4 (22 X34 ) PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Sheet No. — 0 SCALE 1 "=8' (1 1 "X1 7") INSTALL ±160 LF OF VINYL BULKHEAD, 26'-0" OF VINYL BREAKWATER, t1,645 SF Designed By: KJM scale: AS SHOWN OF FLOATING DOCKS FOR MARINA, AND f1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE > N t1,670 CY BETWEEN EXISTING AN) PROPOSED BULKHEADS, CREATING t3,340 SF Drawn By: RAC Date: MAY 2025 5 OF 6 OF UNDERWATER LAND. INCIDENTA_LY DREDGE ±140 CY OVER AN AREA OF t1,600 COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. / SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No. 23103.000 r NOTES: 1 . SECTION C—C: INSTALL NEW 26'-0" VINYL BREAKWATER IN—PLACE OF EXISTING TIMBER BULKHEAD. 8"X8" GREENHEART 8"X8" GREENHEART TIMBER WALE TIMBER WALE SCTM #100-106-06-001 3"x8" GREENHEART SCTM #100-106-06-001 3"x8" GREENHEART AWC DOCKSIDE LLC TOP CAP AWC DOCKSIDE LLC TOP CAP PROPOSED VINYL SHEETING PROPOSED VINYL SHEETING (SHEETING SHALL HAVE MINIMUM 2" GAPS BETWEEN EACH SHEET, TYP.) PROP. EL=6.00f PROP. EL=6.00f EXISTING GROUND 8 X8 GREENHEART EXISTING GROUND 1 -1 4"0 GALV. TIMBER BOLT TIMBER WALE S.H.W. EL=3.22f S.H.W. EL-3.22f — S.H.W. EL=3.22f M.H.W. EL=2.22f M.H.W. EL=2.22t M.H.W. EL=2.22f -- L MATTITUCK CREEK ,_ MATTITUCK CREEK (NORTH SIDES PROPOSED TIMBER FLOATING DOCK a .___ -- 'r' NORTH SIDE l l SYSTEM WITH UNTREATED DECKING ' u I { 8"X8" GREENHEART I I I TIMBER WALE I EXISTING GROUND EXISTING GROUND 1 ! M.L.W. EL=-2.86f M.L.W. EL=-2.86f I M.L.W. EL=-2.86f I 4'-99)t j 4'-911f I I j REMOVE EXISTING REMOVE EXISTING TIMBER BULKHEAD EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED 1 TIMBER BULKHEAD EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED BULKHEAD TO ELEVATION —8.86 MAX (6' BELOW M.L.W.). BULKHEAD TO ELEVATION —8.86 MAX (6' BELOW M.L.W.). APPROXIMATELY 2,015 CYt OVER AN AREA OF 4,030 SFf. APPROXIMATELY 2,015 CYt OVER AN AREA OF 4,030 SFf. (NEW VINYL BULKHEAD TO BE INSTALLED 15' TO 32' 8" TIP GREENHEART (NEW VINYL BULKHEAD TO BE INSTALLED 15' TO 32' 3 8" TIP GREENHEART LANDWARD OF THE EXISTING TIMBER BULKHEAD) TIMBER PILE @ 6' O.C. LANDWARD OF THE EXISTING TIMBER BULKHEAD) TIMBER PILE @ 6' O.C. REMOVE EXISTING ANCHORAGE SYSTEM REMOVE EXISTING ANCHORAGE SYSTEM v� o PROPOSED TIMBER FLOATING DOCK SYSTEM WITH UNTREATED DECKING 40 LONG CCA TREATED TIMBER BATTER PILE WITH 10" MIN. TIP @ 6' O.C. 0 aD 0 aD 0 co SECTION C - C 0 SLOTTED VINYL BREAKWATER ( INSTALL NEW 26 ' - 0 " VINYL SECTION D - D BREAKWATER IN - PLACE OF EXISTING TIMBER BULKHEAD ) CANTILEVERED VINYL BULKHEAD SCALE 1 "=4' (22"X34") SCALE 1 "=4' (22"X34") _ �- u SCALE 1 "=8' (1 1 "X 17") � SCALE 1 "=8' (1 1 "X17") �j,_, PERMIT PLANS I�r�,Y Sosl`: ion n u DATE BY DESCRIPTION APPROV. BY 0 REVISIONS TOWN OF SOUTHOLD } SUFFOLK COUNTY, NEW YORK 0 0 5505 W. MILL ROAD ou MARINA IMPROVEMENTS � 0 TYPICAL SECTIONS - 2 0 0 L. K. McLEAN ASSOCIATES D.P.C. N O O N 00 ENGINEERS & SURVEYORS 437 SOUTH COUNTRY RD., BROOKHAVEN, NY 11719 r� PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Sheet No. O INSTALL ±160 LF OF VINYL BULKHEAD, 26'-0" OF VINYL BREAKWATER, t1,645 SF Designed By: KJM Scale: AS SHOWN OF FLOATING DOCKS FOR MARINA, AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE t1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS CREATING t3 340 SF Drawn By: RAC Date: MAY 2025 j OF UNDERWATER LAND. INCIDENTALLY DREDGE ±140 CY OVER AN AREA OF f1,600 COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. 6 OF 6 SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No. 23103.000 t, INDEX .. SHEET NO. DESCRIPTION TOWN OF S O U T H O LD 1 TITLE SHEEP, INDEX, & LOCATION MAP 2 EXISTING CONDITIONS PLAN 3 SOIL BORING PLAN SUFFOLK COUNTY, - NEW . YORK 4 GENERAL PLAN 5 TYPICAL SECTIONS — 1 _ 6 TYPICALSECTIONS — 2 - 1 ' i 7 EROSION AND SEDIMENT CONTROL DETAILS PERMIT PLANS FOR 5505 W. MILL ROAD MARINA IMPROVEMENTS MATTITUCK, SUFFOLK COUNTY, N.Y. AUGUST, 2024 PROJECT LOCATION N Mattituck �.4E •a •- '.. Inlet ''•Bei12;G�r'*�• �•'• '• Mattituck.��. Distras Pam �8 r -- ��. Jet --�. - , Light , Jetty ,�—'_,.u.. — o� - �� I----' Breakwater Beach �IN �� ��` — C� t Distridt Park ••gerty�_.�•' . S hash\ ��.�/ � '.TIDALv' .• Captain Kidd �i ail - o. Z� • ' AUG 5 2024 CONSTRUCTION COMPLETED: %� AUGLE Estates.." MIS Southold Town CONSTRUCTION ENGINEER .•„ , 37 Tidal • °S� V Board of Trustees DATE: Flat•;:'' o • a - UQ • - ,. _ '����`' po .••'. . - Shore. ••' • • Acres,.,' .�• a PREPARED AND L. K. MCLEAN ASSOCIATES, D.P.C. •' •O •• y ', _�� o. W RECOMMENDED BY: L11111 , 437 SOUTH COUNTRY RD. BROOKHAVEN, NY 11719 THIS PROJECT IS LOCATED IN MATTITUCK, NEW YORK ALONG THE WESTERN SIDE OF THE MATTITUCK INLET. LOCI TION MAP DATE: 1'1-1,000' ROBERT A. STEELE, P.E. — NYSPE Lic. No. 077397 THE EDUCATION LAW OF THE STATE OF NEW YORK.PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER r MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). LKMA PROJECT N0. 23103.000 t` SOIL BORING 9-1 NOTES: — + a Unified Soil 1. SOIL BORING LOCATIONS ON PLAN ARE APPROXIMATE. Depth Blows Per(6") TB# .- �,:• Classification I i�a4 + f ,,•,- "�� Inches and NYC BC N-Value Soil Sample Description Class B-1 0-2 FEET BLG 7-5-7-9 Misc. NIA Brown Fine Sand Sample 1 ' a 3 2-4 FEET BLG 7-9-6-5 SP 15 Browrl Fine Sand Sample 2 Y. 4-6 FEET BLG 2-2-3-4 SP 5 Brown Fine Sand W Some Gravel Sample 3 ;T , ►• 6-8 FEET BLG 3-3-3-4 SP 6 Brown Fine Sand w/Gravel Sample 4 i° ' 7• 8-10 FEET BLG 3-3-5-6 SP 8 Brawn Fine Sand w/Gravel Sample 5 ti -i , :•�-d .r --, 15-17 FEET BLG 4-1-2-2 SP 3 Brown Fine Sand wl Gravel Sample 6 20-22 FEET BLG 4-4-5-6 SP 9 Brown Fine Sand w/Gravel Sample 7 4"A , 25-27 FEET BLG 5-3-4-7 SP 7 Brown Fine Sand w/Gravel Sample 8 30-31 FEET BLG 8-10-13-21 SP 23 Brown Fine Sand w/Gravel Sample 9 4 s wtj End ofBorinp:32' Groundwater Encountered at: 4-7 1 e� �4 SOIL BORING B-2 Unified Soil Depth Blows Per(6"I Classification TB# Inches N-Value Soil Sample Description and NYC BC g' V L� Class B•2 + 0-2 FEET BLG WA Misc. NIA Brown Fine Sand w/Gravel Sample 1 2-4 FEET BLG H!A SP NIA Brown Fine Sand wl Gravel Sample 2 A U G 5 2024 M ATT I T U C K INLET 4-6 FEET BLG 2-2-1-2 SP 3 Brown Fine Sand w/Gravel Sample 3 Southold Town ' a 6-8 FEET BLG 1-1-WOK-1 SP 1 Brown Fine Sand Sample 4 Board of Trustees • sew 8-10 FEET BLG WOH-2-1-2 SP 3 Brown Fine Sand w/Some Gravel Sample 5 10-12 FEET BLG 3-1-1-2 SP 2 Brown Fine Sand w/Gravel Sample 6 LEGEND: B-2 115 1T FEET BLG 3 3 4 6 SP 7 Brown Fine Sand w!Gravel Sample 7 E O SOIL BORING LOCATION m _ ILi •t t� 7- ' 20-22 FEET BLG 6-7-7-7 SP 14 Brain Fine Sand w/Gravel Sample 8 N �•.. 25 2T FEET BLG 12$8 6 SP 16 Brawn Fine Sand w!Gravel Sample 9 o r J 30-32 FEET BLG 9-5-F,7 SP 11 Brown Fine Sand w/Gravel Sample 10 d9 End of Boring:-32' Groundwater Encountered at 41.5 1, � ry � � r • � PERMIT PLANS 7.,, ✓ Y; Yf:. � DATE BY DESCRIPTION APPROV. BY + f _ INK •# REVISIONS TOWN OF SOUTHOLD rir !�1 . r« � ,•�r'" ,� rr ,' GRAPHIC SCALE SUFFOLK COUNTY NEW YORK 50 0 50 100 E o 7 5505 W. MILL ROAD 00 SCALE IN FEET MARINA IMPROVEMENTS o 100 0 100 zoo i o It M. PLAN SOIL BORING PLAN 0 o SCALE 1"=50' (22" x 34") SCALE IN FEET L. K. MCLEAN ASSOCIATES, D.P.C. N O X 1T") ENGINEERS 3 SURVEYORS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 SCALE 1 =1O0' (11 PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Shot No. 00 O INSTALL *160 LF OF VINYL BULKHEAD, 26'-0" OF VINYL BREAKWATER, t1,645 SF Deefgned By: KJM s�aie: AS SHOWN OF FLOATING DOCKS FOR MARINA, AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATT1n1CK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE rn� 31,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. or...By: RAC Date: AUG. 2024 2 OF 7 Q OF UNDERWATER LAND. INCIDENTALLY DREDGE *140 CY OVER AN AREA OF 31,600 ti SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File No. 23103.000 WOODBULKHEAD - - _ M A TREEK - - SO4-14'00"E 55. WOOD BULKHEAD y y $ / - - _ _ _ S1_2' 8 00 E 206.18 B � �i DIRT & GRAVEL 5 S }}^� / 22 3 N6e J o / 0 0 AOWNER: AWC DDRESS: NA DOCKSIDE LLC MATTITUCK, NY 11952 / SCTM #1000-106.00-06.00-001.000 PLAN U SCALE 1"=20' (22" x 34") APPROXIMATE SUFFOLK '"'"SCALE 1 =40 11 x 17 COUNTY TAX MAP LINES ( ) k Y. If I 3 C O E a --� '-• � Jet f.Y-�,II _ _ h 4 i r o t - PHOTO 1 7 JT'_, r PH 0 PHOTO 4 PHOTO 5 PHOTO 6 ` 0 E C E 6 V _. �.. .�i PERMIT PLANS / u 5 2024 DATE BY DESCRIPTION APPROV. BY o AUG REVISIONS LEGEND TOWN OF SOUTHOLD Southold Town SUFFOLK COUNTY, NEW YORK _o DESCRIPTION SYM130L Board of Trustees 5505 W. MILL ROAD MARINA IMPROVEMENTS PHOTOGRAPH LOCATION WITH DIRECTION # GRAPHIC SCALE o.= TAKEN AND PHOTO ID # ► 20 D 20 40 EXISTING CONDITIONS PLAN o APPROXIMATE SUFFOLK COUNTY _ _ SCALE IN FEET (22'X34-) N TAX MAP LINES L. K. McLEAN ASSOCIATES, D.P.C. 0 o SUFFOLK COUNTY TAX MAP # SCTMi 100-183-01-85 ENGINEERS h SURVEYORS 437 SOLIDI COUNTRYRD.,BROOKHAVEN,NY 11719 (DISTRICT-SECTION-BLOCK-LOT) PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: sheet N.. 00 o INSTALL ±160 LF OF VINYL BULKHEAD, 26'-0" OF VINYL BREAKWATER, ±1,645 SF Designed By: KJM wale: AS SHOWN OF FLOATING DOCKS FOR MARINA, AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE t1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF COORDINATE SYSTEM NAD 1983. LONG ISLAND ZONE. Drawn By: RAC Date: AUG. 2024 3 OF 7 Q j OF UNDERWATER LAND. INCIDENTALLY DREDGE ±140 Cy OVER AN AREA OF t1,600 a SF rove TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By: RAS File N.. 23103.000 EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED BULKHEAD TO • OWNER: CARAFES CARAFnS &MAUREEN CARAFTIS ELEVATION -8.86 MAX (6' BELOW M.LW.). APPROXIMATELY 1,670 10' WIDE AREA t140 CY OVER t1.600 S TO BULKHEAD TO BE SET BACK. ADDRESS: 2275 NAUGLES DR CYf OVER AN AREA OF 3,340 SFt. SEE SECTION A-A. BE INCIDENTALLY DREDGED TO A MAX DEPTH OF FEDERAL NAVIGATION MATTTTUCK, NY 11952 DISTANCE VARIES 26't TO 10't 6' BELOW M.L.W. (EL -8.86) TO RETRIEVE SOIL CHANNEL (TYP.) — SCTM - WHICH WAS LOST FROM BEHIND THE BULKHEAD /1000-099.00-04.00-023.DDO - - FACE OF EXISTING TIDAL WETLAND LIMIT LINE - TIMBER BULKHEAD EQUAL TO FACE OF OWNER: STRONGS WEST MILL LLC _ �P•) EXISTING BULKHEAD TO BE REMOVED EXISTING BULKHEAD ADDRESS: 5675 MILL RD - FOR INSTALLATION OF NEW MATTTTUCK, NY 11952 4' WIDE-30 ONG — _ BULKHEAD (f160 LF) 66�� /1000-106.DO-06.00-002.000 PROPOSED 26'-0" FINGER DOCKS (TYP.) VINYL BREAKWATER EBB - �� _ S.H.W. = 3. :UG ®®® f --- 1 FLOOD M.H.W. = 2. M.L.W. = -2. 0 ti2024(9) 15'X35' SLIPS Town 99't 6' WIDE CCA DECKING (t596 SF) Austees _ _ SEE SECTION C-C f80' WIDE — T FEDERAL NAVIGATION CHANNEL - �� T 218't 6' WIDE CCA DECKING — — (t1,402 SF) — • 160't - SEE SECTION C-Ci / — • _ — _ LZ M q T T I T A C K 04 'oo �,D' MAX. R E E K o RETURN 102at -- _ ±53' \\ J 000 `o 160't VINYL —� -5-t 58'-9'f w of BULKHEAD - �� - _ WOOD BULKHEAD opt st ' 10'-0" RETURN DIR2 r U7 & A4A V [ o "► 6 28't 10 , 2 14 6 � 20 6 12 I 22 OWNER: AWC DOCKSIDE LLC 24 ADDRESS: NA / zb MATTITUCK, NY 11952 Z 6 1n 28 30 SCTM }1000-106.DO-06.00-001.000 0 4 / 32 Q 4 Q 6 36 8 j OQ 20 O 12 40yQ,^ 0� 44 V, O \ / 46 PROPOSED PUMP-OUT TRUCK / �\ o ti4 C) (1,OD0 GAL CAPACITY W/ POTABLE V / E 4 WATER WASHOUT) 0 6' WIDE TIMBER FLOATING DOCK PROPOSED SILT FENCE (TYP.) PLAN ROXIMATE SUFFOLK BESTING PROTECTED BULKHEAD ING TO REMAIN AND COUPNTY TAX MAP LINES LEGEND D 26' VINYL SHEET TO BE CONSTRUCTION 10' WIDE AREA (t140 CY OVER t1,600 SF) / SHOREGUARD SG-950 SERIES TO BE INCIDENTALLY DREDGED TO A MAX DEPTH OF 35' LONG GREENHEARr VINYL SEAWALL SHEETING OR SCALE 1~=20' (22" x 34~) �' TIMBER PILE WITH 8" MIN. APPROVED EQUAL (TYP.) LIMITS OF GRADING do GROUND DISTURBANCE 6' BELOW M.L.W. (EL. -8.86) TO RETRIEVE SOIL SCALE 1"=40' (1 1" x 1 7") WHICH WAS LOST FROM BEHIND THE BULKHEAD .o TIP O 6' O.C. EXISTING VINYL - FEDERAL NAVIGATIONAL CHANNEL EXCESS FILL TO BE SPREAD USED TO RAISE o 8' WIDE TIMBER GRAPHIC SCALE SPREAD EXCESS FILL AND RAISE BULKHEAD TO REMAIN APPROXIMATE SUFFOLK GRADE t12" (t465 CY OVER AN AREA OF - - GRADE APPROXIMATELY 12' (f465 COUNTY TAX MAP LINES APPROXIMATELY 12.535 SF) FLOATING DOCK CY OVER AN AREA OF 12.535 SF) LIMITS OF GRADING & GROUND 20 0 20 40 DISTURBANCE (TYP.) PROPOSED BULKHEAD PROPOSED PUMP-OUT TRUCK (1,000 GAL 0 4' WIDE k 40' LONG SCALE IN FEET (22"X34") • .. (SEE TYPICAL SECTION) ® CAPACITY W/ POTABLE WATER WASHOUT) (TYPJ NOTES GANGWAY 0, . 3 1. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO LZ LITTORAL ZONE PERMIT PLAN S OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. 8. SECTION A-A: INSTALL 160f LF OF NEW SHOREGUARD SG-950 VINYL SHEETING WHERE SHOWN ON PLAN. PROPOSED TIMBER > TOP OF PROPOSED BULKHEAD SHALL BE INSTALLED A MAXIMJM OF 1.8' HIGHER THAN EXISTING. THE NEW 0 FLOATING DOCK j 2. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY BULKHEAD IS PROPOSED TO BE INSTALLED 10' TO 26' LANDWARD OF EXISTING. APPROXIMATELY 1,670 CY (1.635 SFt TOTAL) REMOVED FROM THE ADJACENT AREA (UPLAND) AND REMOVED TO AN APPROVED UPLAND AREA FOR OF MATERIAL OVER AN AREA OF APPROXIMATELY 3,340 SF SHALL BE REMOVED FROM THE AREA BETWEEN DATE BY DESCRIPTION APPROV. BY o DISPOSAL NO DEBRIS IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. EXISTING AND PROPOSED BULKHEADS. APPROXIMATELY 140 CY OVER AN AREA OF 1,600 SF SHALL BE PROPOSED 40' LONG GANGWAY REVISIONS = INCIDENTALLY DREDGED TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BUKLHEAD. ±465 CY OVER 3. PRIOR TO REMOVAL OF EXISTING BULKHEAD(S), SOIL LANDWARD OF BULKHEAD SHALL BE EXCAVATED AND AN AREA OF APPROXIMATELY 12,535 SF SHALL BE SPREAD LANDWARD OF THE PROPOSED BULKHEAD MOORING PILE TOWN �F SOUTHOLD w RETAINED AS NOT TO ENTER THE WATERWAY. WHERE SHOWN ON THE PLAN. THE PROPOSED GRADES SHALL BE RAISED BY APPROXIMATELY 12". a APPROXIMATELY 1,345 CY OF MATERIAL WILL BE REMOVED AND LEGALLY DISPOSED OF AT A NYSDEC mmmmm PROPOSED CCA TIMBER DECKING SUFFOLK COUNTY, NEW YORK 4. CONTRACTOR SHALL BACKFILL PROPOSED BULKHEAD WITH SUITABLE ONSITE MATERIAL. APPROVED UPLAND FACILITY. (1,998 SFf TOTAL) ? 5505 W. MILL ROAD c) 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. 9. SECTION B-B: INSTALL NEW 2"X8' CCA TREATED TIMBER DECKING WHERE SHOWN ON PLAN. EXISTING - —3— - EXISTING CONTOUR MARINA IMPROVEMENTS o- BULKHEAD. ANCHORAGE SYSTEM, AND PILES TO REMAIN. ow o 6. THE CONTRACTOR SHALL INSTALL TURBIDITY CURTAIN ON THE SEAWARD SIDE OF THE EXISTING BULKHEAD PRIOR TO REMOVAL. 10. SECTION C-C: INSTALL NEW 26'-0" VINYL BREAKWATER IN PLACE OF EXISTING TIMBER BULKHEAD. TC PROPOSED M 1 -CRBIDITY CURTAIN GENERAL PLAN ° 7. EXCAVATED SOIL FROM BETWEEN THE EXISTING AND PROPOSED BULKHEADS SHALL BE STOCKPILED AND CN a DEWATERED WHERE SHOWN ON THE SEDIMENT CONTROL PLAN. SUITABLE EXCAVATED MATERIAL SHALL BE PROPOSED SILT FENCE L. K. McLEAN ASSOCIATES,0 po USED TO ELEVATE THE PARKING LOT AREA LANDWARD OF THE PROPOSED BULKHEAD. EXCESS MATERIAL EA D.P.C. ENGINEERS a SURVEYORS 437 SOUTH COUNTRY RO.,BROOKHAV D NY.P.C. SHALL BE SPREAD AROUND THE SITE OR REMOVED AND LEGALLY DISPOSED OF AT AN NYSDEC APPROVED11719 •r�i UPLAND FACILITY, ACCORDING TO THE PLANS OR A.O.B.E. PROJECT DESCRIPTION: cal ADJACENT WATER BODY: NOTES: Sheet No. p p INSTALL t160 LF OF VINYL BULKHEAD. 26'-0" OF VINYL BREAKWATER, t1,645 SF Designed BY: KJM S.W.; AS SHOWN OF FLOATING DOCKS FOR MARINA, AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE t1,670 CY BETWEEN EXISTING AND PP.OPOSED BULKHEADS. CREATING t3.340 SF COORDINATE SYSTEM NAD 1983. LONG ISLAND ZONE. Drown By: RAC Doc.: AUG. 2024 4 OF 7 Q/ OF UNDERWATER LAND. INCIDENTALLY DREDGE ±140 CY OVER AN AREA OF t1.600 o_ SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. ApPrwed BY: RAS Fill.No. 23103.000 > 14 9"x@" GREEN-HEART TIMKR_VVALE -------------------------------FEDERAL-NAVIGATION-LHANNEC--------------------- ----------------------------------- -------- ---HEAR -----------------------------------------------------------------------------------------------------------------------------------------------------------------2"x10" GREENHEART TOP- -------------------------------------------------------------------------------------------------------'-----------------------,------------------------------------------------- k-- --------------------------------------------------------------------------------------------- ------------------------------------ -----------------------------------------------------------t-- --------------------------------------------------------------------------------- _ 8 GRADE 75_1 0_GALV_TIE N ---------------------- -- PROPOSED TOP OF PILE EL --------------------------------------------------------------------------------------------------I'-- ROD & CONNECTIONS ® 6' --- ---------------------------------------------3"x8"_INTERIOR_GREENHEART ______________---------------------- _-PRoFDs 0._TIMBER_FLOATING_.DOSJS-------------------------------------------_------------------------_----------- ---------------------------------------------------------------------------------------CONNECTIONS 6.-- --------------------------------- TIMBER WALE SYSTEM WITH UNTREATED DECKING - ----- -----39'-6"f (RESTORE----------------------------------------------------------------- --------------------------------------------------------_-`------------------------------------------------------------------ ---------- ------------------------------------ -------------------------------------------------------------------------------------- IN KIND) -----------------------------------------------_------------------- - ---------------------------------------- --------------- - _ — _ _ -------------------------------------------------------------------- -------- ------------------------------- ------------------------------ ------------------------- - ---------- ---- - _ S O U < ___ ___________ _____________________________________________ ,__� a.r. - Y-�=to-Orr=`4- = a _ rti'�w ____________ ______ ____ ___________ i. q __-__________________ _._ 2r -- '•�"--F'c_�.-•.try- -.=.:�:=1,•� -+a-e.e..E= - ..'=.�+. '�'+,=�•w%?�._ _ _..-_�- _ _ ------------------------------ f_XSTNNG GROl1ND -`rs::• ;.r.;;•:,::_.. - �.7qe., ..., ,"so yz`.:wli':�;;`_i• ' - _ �•�� � •�'-- - ------------------- --------------------------'----------------------------------- -- <�,...... � .- .. •• V�-' - c�{. .,:„'' -------------------- ._-t"'N *••i.�.�,.�..,:::.:.r]s;.5.:w.:xi ::*as •"•c:� � - ir.::•�a ,P3.I - S_H.W. .,.,.. ::'c:-:�": .,is:<.e,.v , „ ., `. -- _ -- MEET EXISTING ;.+8 MIN..• .c, .,.�.,r. �::;._ :aj _ ^,y.:� �� I M-H.W. FI. 2��} •< r __ 2 -------------------------------------------------------------------------------------------- '•:-ti..-•e•<•c"_a :. ... =.- � '' _ ----------------------- -- -- TTITi1CK CREEK ;a N; �; �.; Y' _ ll Jam- MA - n -----—__—--------------------------------------------------—______________—______________—_ v a ...c.t._.•-...,. ...-F.�- .•E ..r.;�.' •:�.rF'�• z`ws!=.�'�:' e;"S r': _ _ _-1_ _.. , •>':r ••;-'z;=_-_.•�:.:.:�,�.::....�x.;.,�-�..;�.y.,;.�.x.w.:��.x.,•;-r,_-..^_,:�:-- - _ - �y;yx��F:.�w ,... -_ --y- -- -- -�----- -- -----------u -------------u--- --f---------- - - ' -- REMOVE A NDD ---------—------------------------------------------------------------------------------—----—_ . ----------------------------------EXISTING-TiMB€DRIS'-PBOUSE HOE7F 7,----------------------------------- --------TTF-TF D f----f O-----11E5.-&_DEGKNG---------------------------------------------' u_....:r:, ,.. ..rY-r,-<',�xW ,:._.�'xwa-•FY�tt �-{c��� .�w�nf r��__ _ — __ _____________________________________________________________________________—__________________ wf. j..• w ---.------------------------------- :s`w:.•i.'_...•.. .y, to - -------------------------------- ------------------ F CONTINUOUS HORIZONTAL -------------T-�',i=,•`-<'� _ �10't MAX. ----------------------------------------- - -------------------------------------------------------- BACKFlLL WITH_SUITABLE •A:{r,•h`:.`_: �1 ---------GREENHEAR llIMBER--DEADMAN---------------- Y-- - - - - --- -- --------------------------------------- ------------------------------------------------------- -6 ---------------------------------- 4AY-'1-06--40"--TIP-NJD--MINIMUM-------- ---6Ff=BYTE liATER1AL-------------------- .:. -= - - - - - - - - - - - - - - - - - - ------------- --- -------6'f BELOW------------- - OF 10' LONG. (SEE TYPICAL LAY ----Y,.>. 4 g"f �M•LW TYP. --------------------------------------- ------------------------------------------------------------------------------------------------------------------ -LOG DETAIL) - -�:'.: : - ------ - ----- - - - - - - - - - - - - ----- ---- - ------1-- ---------------------- ----- ------ ----- ---------------- -- -8 ------------------------------------------------------------------------------- - --------------------------- ------------------------ ----------------------------------------------------- - -------- -- - - - - - - - - - - - - - --------_-='_"-------------------------------------------------- ------ - ----------•---- ------------------------------------------------------------- -------------- " " `----------------------------------------------------------------------------------- ROD BEARING PLATE --------------- -- -10 ------------------------------------------------------------------------------------------------------------- --------------------- ---------------------------------------------------- ------- - - - ----------- -------------- ----------- - ---- -------------------------------------------------- GROUND EL VARIES FROM ---------------------------------------------------------------------------------------- ---- - - -- -- -- ---- - - ---- -Jixfl"_GREENHEART_IIMBEI3_WALE__ -4.51 t TO -11.O6t -- --- - - - -- --- - - - - - - -- -------------WIDE-REA--------------OVER -AN-AREA --------------------------------------------- -12 ------------------------------------------------------------------------------------------------- OF WALE EL 1.40t EL -8.86t 10.' WIDE AREA (t140 CY OVER AN AREA OF ____ ----------------------------------------------- ----------------- -- -------------------------------------------------------------------------------- ___________--------------------------------------------------------------(2�,_15'_LONG_GREENHEART I tR,600 SF)TO BE INCIDENTALLY DREDGED TO A -- --------------------- - ---------- - -- --------------- -----------------------FACE QE P_RQP_Q iEQ_RFJE IRQ_IQ_UE.----- ------- -- ------------- ------------------------ ------- h- -- --- - TIMBER PILE ® 6' O.C. WITH INSTALLED 10'-26' LANDWARD OF EXISTING 'MAX'MAX -6'-BEtflW-ialtiV.--(Et-GB:86tj----------------------------------------- -- -14 ------------------------------------------------------------------------- ------TANIMUM-TIP--TD-------------------------------------------------------------------------------------------------------------=---- ------------------------------------------- ----- - -------IQ_REIRIEYE_S-QJ6 WWCN_WNAS_1QSI_FROM---------------------------------------------- ---------------------------------------------------------------- BEHIND.THEBULKHEAD --------26�-VINYtSHFLET 0--9E ------------` ---------------------------------------------------- - - ------------------------------ -16 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------- VARIES 10' TO 26' -------- ----- ------------ ------------------------------------------------------------ ---------------------------- �VINYL SEAWALL SHEETING AL '- LIMITS OF EXCAVATION TO . -----------------------------------------------------------------------------------------------------------------------------------------=-------------------------- -------'kPPROVED--EQUAL-------------=,----- ---------- SEE GENERAL PLAN ---------------- --------------------------------------(--------------------------------_----------------------------------- -- ELEVATION -8.86 MAX.) -18 -------------------------------------------------------------------------------- ------------------------------------ ----------------SEE-NOT'=-'&----------------------------------------------------------------------------------- 30'-O"t -20 ---------------------------------------------------------------------------------------#t1--GRADE--75-9--W-0-GAI_V-TIE ------------------------------------------------------------------------------------------- ---------- ---------------------------------------- ----------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------RQD_s&_QONNECONS_2_J _Q.C,---------------------------------------------------------------------------------------------- -------------------------------------------------- -- -- -- -- - - -- - - --- ----- - -- -- -- - - - - -22 --------------------------------------------------------------------------------------- 33-8"f ------------ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 3-- LONG GREENHEART TIMBER PILE - - - - - - - - -- - - - - -- - - --------------------------------------------------------------------- ---------------------'----------------------------------------------------------------------- -------WITH'-8'-TdRQ.-'TIP-C�'-6'-TJ.II:------------'---- ----------------------------------------------------------------------------------------------------------------------------------------------------------- -24 -----------------=------------------------------------------------------------------------------------------------------------------------------------------------------------ -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------- - - ---- ----------------------------------------------------- -- -26 ----------------------------------------------------------------------------------------------------------------------------------------------- EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED --'-------------------------------------REMOVE--AND--LEGALiI`-DISPOSE-0F ----------------------------------------RUtlfHEAfl-TU-ELEVATIfTN-8:86--Atak-(6'-BEt6W-Ma:W:).------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- E)ISTING ANCHORAGE SYSTEM----------------------------------------A2PROXIMATELY_1,670_QYJL_OYER_AN_AREA.SJF-3.340_SEJ.------------------------------------------------------ (NEW VINYL BULKHEAD TO BE INSTALLED 10' TO 26' 28 ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ --------------------------------------------------------- ---------lANDWATtO"OF-TF(E-E3CISfRd�-TIMBER-BUCRHEAD)----------- SECTION A—A 3 SG-950 VINYL BULKHEAD INSTALLED 26' TO 10' LANDWARD OF EXISTING TIMBER BULKHEAD) REMOVE AND REPLACE ) T-' SCALE 1"=4' 22"X34" C E V E p EXISTING TIMBER DECKING ( ) WITH NEW 2"x8" CCA SCALE 1"=8' (11 TREATED TIMBER DECKING I--I a0i (f1,99B SF) I I t6' ' I AUG 5 2024 S.H.W. F . 3. + p, II II I M.H.W. FL. 9_22t 3 _ I I Southold Town " I Board of Trustees ! o I _ . o EXISTING GROUND I l NOTES, I I I I I M. .W. FL. -2.86+ 1, ALL PROPOSED SHEETING SHALL BE INSTALLED TO THE SPECIFIED LENGTHS UNLESS OTHERWISE cj II APPROVED BY ENGINEER. 2. ALL-HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3 - I 3. FIRST 18" OF SEAWARD END, OF TIE ROD SHALL BE COATED WITH COAL TAR EPDXY. PERMIT PLANS 4. CONTRACTORS SHALL VERIFY LOCATION OF ADJACENT PROPERTY LINE PRIOR TO INSTALLING NEW SHEETING. I I II I 5. ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A NYSDEC APPROVED UPLAND FACILITY. 6. SIZE AND LOCATION OF EXISTING ANCHORAGE SYSTEM IS UNKNOWN. CONTRACTOR SHALL FIELD VERIFY. v 7, DREDGE MATERIAL SHALL BE PLACED ON ADJACENT LAND TO RAISE EXISTING ADJACENT AREA � CONTRACTOR SHALL DREDGE AO.B.E. TO A MAX ELEVATION OF -8.86t TO PROVIDE ADEQUATE DEPTH FOR DATE BY DESCRIPTION APPROV. BY °; u EXISTING TIMBER BULKHEAD PROPOSED FLOATING DOCKS. _ II I I AND PILES TO REMAIN B. SECTION A-A: INSTALL 160t LF OF NEW SHOREGUARD SG-950 VINYL SHEETING WHERE.SHOWN ON REVISIONS PLAN, TOP OF PROPOSED BULKHEAD SHALL BE INSTALLED A MAXIMUM OF 1.8' HIGHER THAN EXISTING. THE TOWN OF SOUTHOLD II I I NEW BULKHEAD IS PROPOSED TO BE INSTALLED 10' TO 26' LANDWARD OF EXISTING. APPROXIMATELY 1,670 o CY OF MATERIAL OVER AN AREA OF APPROXIMATELY 3,340 SF SHALL BE REMOVED FROM THE AREA BETWEEN SUFFOLK COUNTY, NEW YORK o U I I EXISTING AND PROPOSED BULKHEADS. APPROXIMATELY 140 CY OVER AN AREA OF 1,600 SF SHALL BE 5505 W. MILL ROAD INCIDENTALLY DREDGED TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BUKLHEAD, ±465 CY OVER AN AREA OF APPROXIMATELY 12,535 SF SHALL BE SPREAD LANDWARD OF THE PROPOSED BULKHEAD WHERE MARINA IMPROVEMENTS o s SHOWN ON THE PLAN. THE PROPOSED GRADES SHALL BE RAISED BY APPROXIMATELY 12". APPROXIMATELY SECTION B—B FACILITY, OF MATERIAL WILL BE REMOVED AND LEGALLY DISPOSED OF AT A NYSDEC APPROVED UPLAND TYPICAL SECTIONS — 1 o 9. SECTION B-B: INSTALL NEW 2"x8" CCA TREATED TIMBER DECKING WHERE SHOWN ON PLAN, EXISTING N O REPLACE TIMBER DECKING (1 ,9 9 8 S F� BULKHEAD, ANCHORAGE SYSTEM, AND PILES TO REMAIN. L. K. McLEAN ASSOCIATES, D.P.C. N O p N O SCALE 1"=4' (22"X34") ENGINEERS h SURVEYORS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NY 11719 ,.1 PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Sheet No. O0 O SCALE 1"=8' (11"X17") INSTALL t160 LF OF VINYL BULKHEAD, 26'-0- OF VINYL BREAKWATER, t1,645 SF De,lg..d By. KJM SCOT.: AS SHOWN OF FLOATING DOCKS FOR MARINA,AND t1,99B SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE N t1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. Drawn By: RAC Date: AUG. 2024 5 OF 7 Q OF UNDERWATER LAND. INCIDENTALLY DREDGE *140 CY OVER AN AREA OF f1,600 SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. 1 Approved By. RAS File N.. 23103.000 NOTES: 1. SECTION C—C: INSTALL NEW 26'-0"VINYL BREAKWATER IN—PLACE OF EXISTING TIMBER'BULKHEAD. 8"X8" GREENHEART TIMBER WALE 3"x8" GREENHEART SCTM #100-106-06-001 TOP CAP AWC DOCKSIDE LlC PROPOSED VINYL ' SHEETING EXISTING GROUND 8"XB" GREENHEART PROP. EL=6.00t 1 - ---TIMBER WALE S.H.W. EL=3.22t II M.H.W. EL=2.22f -4+ MATTITUCK CREEK. u u I (NORTH SIDE) II I I I I M.L.W. EL=-2.86t I I I REMOVE EXISTING TIMBER BULKHEAD I EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED BULKHEAD TO ELEVATION —8.86 MAX (6' BELOW M.L.W.). APPROXIMATELY 1,670 CYt OVER AN AREA OF 3,340 SFt. 8'TIP GREENHEART (NEW VINYL BULKHEAD TO BE INSTALLED 10' TO 26' TIMBER PILE O.C. LANDWARD OF THE EXISTING TIMBER BULKHEAD) a' REMOVE EXISTING ANCHORAGE SYSTEM 3 o PROPOSED TIMBER FLOATING DOCK lull) SYSTEM WITH UNTREATED DECKING N 0 O 0 A U G 5 2024 U N SECTION C—C Southold Town 0 SLOTTED VINYL BREAKWATER (INSTALL NEW 26'-0" VINYL Board otTrustees BREAKWATER IN—PLACE OF EXISTING TIMBER BULKHEAD) o SCALE 1"=4' (22"X34") j SCALE 1"=8' (11"X17") 3 PERMIT PLANS U DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD o SUFFOLK COUNTY, NEW YORK E 0 5505 W. MILL ROAD o y MARINA IMPROVEMENTS U TYPICAL SECTIONS — 2 0 O L. K. McLEAN ASSOCIATES, D.P.C. N � 00 ENGINEERS 3 SURVEYORS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NY 11719 to PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Sheet No. 0 00 INSTALL t160 LF OF VINYL BULKHEAD, 26'-0" OF VINYL BREAKWATER, ±1.645 SF Designed ITY: KJM Seale: AS SHOWN OF FLOATING DOCKS FOR MARINA,AND *1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE rn� *1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. Drawn Br. RAC Date: AUG. 2024 6 OF 7 OF UNDERWATER LAND. INCIDENTALLY DREDGE t140 CY OVER AN AREA OF t1,600 4. SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved By,. RAS Flle No. 23103.00D APPLICATION NOTES FOR TURBIDITY CURTAIN: A. THE PURPOSE OF A TURBIDITY CURTAIN IS TO SEPARATE WORK AREAS IN OR ADJACENT TO WATERWAYS, TO PREVENT TURBIDITY FROM ENTERING THE WATERWAY. B. TURBIDITY CURTAIN SHALL NOT BE PLACED ACROSS A FLOWING WATERWAY. C. CONCENTRATED FLOW OUTLETS SUCH AS CULVERT OUTLETS, DITCHES, ETC. SHALL NOT BE LOCATED BEHIND THE TURBIDITY CURTAIN. ;HId{fAY,SUAfACE; _ GENERAL NOTES FOR TURBIDITY CURTAIN: v , r - 1. THE DETAIL DEPICTS WORK AT A PROJECT LOCATION, AND TURBIDITY CURTAIN MAY BE APPLIED AT OTHER LOCATIONS. SH "`,.... 2. TURBIDITY CURTAIN SHALL BE A MAXIMUM OF 100'- �` LONG FOR EACH SECTION OF CURTAIN REQUIRED. END SECTIONS SHALL TERMINATE 10' BEYOND THE LIMIT OF DISTURBANCE. 3. THE TURBIDITY CURTAIN SHALL BE PLACED AS CLOSE TO THE WORK AS POSSIBLE WITHOUT INTERFERING WITH CONSTRUCTION OPERATIONS. 4. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE INSTALLATION, TAKING.INTO ACCOUNT WEATHER PATTERNS AND PREVAILING WIND DIRECTIONS THAT MAY AFFECT WATER LEVELS, VELOCITY AND MOVEMENT OF THE TURBIDITY CURTAIN. REMOVE THE TURBIDITY CURTAIN 72 HOURS AFTER THE LAST ACTIVE CONSTRUCTION ACTIVITY, WHERE SITE 'I --�R�E�:CKE' EROSION/EXCAVATION HAS BEEN STOPPED. NO ADDITIONAL COST WILL BE PAID FOR THE RE—INSTALLATION. IF THE I - YARtF.S 1 _FLOATS-, CONTRACTOR DECIDES TO LEAVE THE TURBIDITY CURTAIN IN PLACE DURING STORMS, FREEZING WEATHER OR EXTREME _ p (� �• -- WEATHER PERIODS HE SHALL HAVE A PERSON ON SITE TO MONITOR THE INTEGRITY AND FUNCTION ABILITY OF THE CURTAIN. 5. THE TURBIDITY CURTAIN SHALL BE REMOVED BY PULLING TOWARD THE SHORE TO MINIMIZE THE ESCAPE OF SEDIMENTS —I INTO THE WATERWAY. I�� I I J,,—I 6. THE WEIGHTED ANCHOR SYSTEM SHALL BE A TYPE THAT ALLOWS THE CURTAIN TO CONFORM TO THE CONTOUR.OF THE l` t- BOTTOM OF THE WATERWAY. - 7. FOR FLOW VELOCITIES > 5 FT/SEC, USE A REDIRECTION BARRIER SUCH THAT THE FLOW EXPANDING AT 20' FROM THE ♦% �; �' �i`'--I ? < I BARRIER WILL REACH THE CURTAIN AT A POINT WHERE THE CURTAIN IS ESSENTIAL TO STREAM FLOW. B. ALL TURBIDITY CURTAINS SHALL BE INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATIONS AND AS DIRECTED BY 1 r THE TOWN OF HEMPSTEAD'S ENGINEER. -TIR9IDIT1f'. piITARi APPROVED RUftBIDiiY CURTAINI.GEOTEXTILE ;TO.•UNDISTURBED BOTTOM 1111M F.QLOS FOR'VAIM-FLUCTUATION :BR1D6E' 1 EXISTI<16 GROUND/DATER BATIK, i WOVEN WIRE FENCE ° - - , I (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) I• r I i 10' MAX. C. TO C. FLOWEIpITEO ANCHORING;SYSTEM, ,SEE�NOTE-6;- - \ -��1—' 36" MIN. LENGTH FENCE POSTS DRIVEN " INTO GROUND. MIN. 16 1 SECTION-4-A, _ .• HEIGHT OF FILTER 16" MIN. 1IY .JSEE NOTE 2 s1NOAR-AREAx y o 1 .•V:r �:- W •ln.�W W W O� W W W• �•W•.W� •`�W��� Sn MIN: f i--) AHMOR.PODiTS:".EYERYY300.FT';YIU6. PERSPECTIVE VIEW 36" MIN. FENCE POST ;BAARIDtI<MOVELfNT DUE TO"'TIDAL'- SHDNE ANIIOR`PTr LOCATED;., WOVEN WIRE FENCE WITH FILTER CLOTH :j!-`QN;IFI.AND:.OFtORDIIVARY (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING HIGN:"NATER;MARI(,[T1fP,. STAxE OR ANCHOR EVERYi100 MAL; Z FT r .-. FLOWPLAN ° UNDISTURBED GROUND COMPACTED 501-_ a AND/OR SHORELINE RESTORATION ��n�_ TIDAL lIATERS _ _." .__. TURBIDITY CURTAIN DETAILS EMBED FILTER CLOTH A Z 'ARD/-OR:HEAVY NII� `AND;NAVE•ACTIDN N.T.S. MIN. OF 6" IN GROUND rn 4•If SECTION VIEW CONSTRUCTION SPECIFICATIONS: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. m 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 0 SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED - BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER -FILTER X. MIRAFI 10OX, of STABILINKA T140N, OR APPROVED EQUIVALENT. 4..PREFABRICATED UNITS SHALL BE GEOFAS, ENVIROFENCE, OR APPROVED EQUIVALENT. / - 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" o, 3 DEVELOP IN THE SILT FENCE. 1 ON 3(max. TEMPORARY SILT FENCE DETAIL SLOPE TYP.) v 0 -• ...-. c N.T.S. in 0 OONSTRUCr SU FENCE AROUND PERMIT PLANS PERafETER OF STOCKPILE E 0 V E TEMPORARY SOIL STOCKPILE DETAIL DATE BY DESCRIPTION APPROV. BY ° I�`° REVISIONS _ N.T.S. 11 I; o LLLIII !i AUGLD 5 2024 SUF OVLK OUNTYN OF O,UNEW OYORK 0 o 5505 W. MILL ROAD Q� Southold Town MARINA IMPROVEMENTS •= Board of Trustees EROSION AND SEDIMENT 0 CONTROL DETAILS -tm 04 o O L. K. McLEAN ASSOCIATES, D.P.C. N O ENGINEERS k SURVEYORS 437 SOUTH COUNTRY RD..BROOKNAVEN,NY 11719 r7 PROJECT DESCRIPTION: ADJACENT WATER BODY: NOTES: Sheet N.. NO O INSTALL 3160 LF OF VINYL BULKHEAD,26'-0" OF VINYL BREAKWATER, :kI 645 SF Destgnad By: KJM Seale: AS SHOWN OF FLOATING DOCKS FOR MARINA, AND t1,998 SF OF TIMBER DECKING. EXCAVATE MATTITUCK CREEK 1. BEARINGS AS SHOWN ARE IN NEW YORK STATE PLANE 1 f1,670 CY BETWEEN EXISTING AND PROPOSED BULKHEADS, CREATING t3,340 SF COORDINATE SYSTEM NAD 1983, LONG ISLAND ZONE. Drown By. RAC Data: AUG. 2024 7 OF 7 / OF UNDERWATER LAND. INCIDENTALLY DREDGE *140 CY OVER AN AREA OF t1,600 p- SF TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BULKHEAD. 2. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. Approved B),. RAS File No. 23103.000 N 2196 .. i I.IT.99 `�"��' .• '. "i SEE sE�HO nay 1-0&99 F -....._.._ \,f °• ./rc#�WTU - TCM :INF _ )Y164, 0 (2) 10294I 3,4 FtDm 6e 6�x _+ 3• '4 f 8 �°+,n s - + Z' z t a f p,°. 1 d '._- ,awk: -Y Spy'• » x,w .f,O,R� > e'�p� :.. ,,!'?�i, 'wzw� Y•!x a ;,,f ed°�"i •_x..- �-a',; 62-610' '�L <.jr •e w i � � ..k .,`. { L e T 1„ ; (e)r• ___a'-"" .. , Y 2)l,a's��`w +_ • •',e yYt) rya e..a�q :.ww u.: !T owr-06 ,• QQ. `" �L,f 'rC o\/ '• pR ao '� as yy[. s�wl- 1�i ••'p f�� �7 aM / r A6263 i 4,A... e&tel2 C" ,e9 m } [ Y a w->.4- pt�_ • d � � iL• n w l!f ^ •�. `( a i. _ i a f aT .r ,v. t 11�„ '•i 1�.•.y"'i�"S y 5 2..o y `s1f ) .Y OP30.12 A "re f •+,\ w. t !7 ! 16.p .?�o A any ids ii ,upp .-_a r"a �'. wa° w( r:• u j 9' ,M •,,;t j s tx 4x] Y 0 • 4 y 'V' K d b'n" f 1+Y' -� ig S+ H Y '�i a,r y i f`O 9m\�1P�r p. -f :'8b �'•-S u 1 ;� 5 e)9 .R-.!!- _-.•- �;:'_ills '6I / 1)A `'�' \ '?moo- e t`n ..,'�+ a. ,r,��5i.����_��,x '� �._� .:r-•� � ,, ! nan,c., •.. gt. [fit y a q, q}6 x9 j'b ..A p-,_— .-v..-20 a v {B m _....__ ,x a .4 � ` �} .y,.-� -.';] ,o .9 2B y...�- s^^i _j m., i•_•. v m .,. .t � �li� ,� f r.6v �)fir. .s • 4}y9 fat .- P!i _ ,. aw .. .'� J r 'ems, l �e Y '}> ...• ,e t /) w fe 'tj 26 - j 1 r..,]� f�It _. '.". '•z)��owa w E t '�d $••','<t ' a. ,y Y$a ss � •,o °>9wsw. .. m t jl f-� `.aF m,.. °�� •1 .�, >64 r +) } „ '.9•f, 2? >[ �x P'i+„ :.. .•'x° j� _ 'a Y, 1.� r• �'p�y a 'P]p 4 a t 1 '• N y 3 y Ai 2W 1 j f n D 41. r- ' .s m 1p aay, F . �. ^.--. M',9�,....._--,-'K'7r w __•�' ` -: �,. �'. y ,s - t : ,;. °m _ t f ,avw •:i�„M ''t ,*k ;o, ,Aw 1 6ELw �,_. - s.' n m p �: - + ° ' , 1• _Nq - i 1 -i s',tom°,T'A'y ' et .. .'+P eel• •''.-^ `. ae r ' ;. zevD et j If aQ vt ry '%S s J�-R ��t r� .. • >,aa�, STq„•� s #�1 Nq ) Ucxcl - x - 9°i ° 'ES a uto �qf 3tl!(q -f � M +• L i ')q Si 31eY.. Ems" 1 x > �.'Y „ ♦,we) _ ' e P r •f jj ai l,� ! 1 wcl c.,. ✓ e. ..n �! 9 > t `M� ;e ,.yYs x_..4•iq Pf�jE xwq . ; 21+ •' .> d°rY � 2 ' r �t �c 14 1f f - h . ek¢) '� .- �• . , r26 R )L )� k 20W) 1+va, w ,.'W�o r - i#>.ry ,' 12 b, Ea+ q� � w ^.. � • 81 m)y�' �- ° « � ar"'f^..'c - !"M��+d `` 'e'� . — )EE SEC v0 �w-1,uru -\ '• !, r➢Nc'1 .� {! ,TLid R ^ 4r M 4 i 3 w-9'CMS � 6.^ � ]rr9u ,,i• �:\> � as \ � j's i A 9 �� .. �1Aft1 _ ""'" -`••..•`�`"' �'"' —O _ COUNTY OF SUFFOLK e rl0s R 1 f'r p y l r.lken°, W e .mot—__._— —_— ,... m .,> ,u,,, n p p uec_——•—— .,c•. __.. _ '^ __— 8 � og OFFICE LOCATION: S MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 3, 2025 Re: LWRP Coastal Consistency Review for AWC DOCKSIDE, LLC SCTM# 1000-106-6-1 L.K. McLean Associates on behalf of AWC DOCKSIDE, LLC requests a Wetland Permit for Marina improvements consisting of the as-built 6'x98', 6'x218' and 6'x12.10' (±1,988sq.ft.) sections of CCA decking along top of existing southerly bulkhead section; within a 10' wide area in front of existing bulkhead section incidentally dredge ±140 cubic yards over ±1,600ssq.ft. area to a max. depth of 6' below Mean Low Water (EL. -8.86) to reclaim soil lost from behind existing deteriorated bulkhead; excavate ±2,015 cubic yards of material over an area of 4,030sq.ft. between existing and proposed bulkheading to elevation -8.86 max (6' below Mean Low Water) with unsuitable material to be removed from site; remove ±160 linear feet of existing bulkhead and install new ±161 linear feet of vinyl bulkhead varying ±15' to ±32' landward of existing bulkhead location and ±1.8' higher than existing bulkhead; install a 22.3' north vinyl return and a 14' south vinyl return; construct a 26' long vinyl slotted breakwater off north end of bulkhead; create nine (9) 15'x35' slips by installing 10 new mooring piles and 10 new guide piles; install a 4'x40' gangway, one (1) 8'x53' and one (1) 6'x102' floating dock parallel to new bulkhead and install five (5) 4'x30' floating finger docks off of 6' and 8' wide floating docks; spread dredge spoil and raise grade in area landward of new and portion of existing bulkhead approximately 4" higher (±140 cubic yards over an area of 12,200sq.ft.); in an area around existing concrete slab, spread excess fill taken from area landward of bulkhead and raise grade approximately 18" (±230 cubic yards over an area of 4,140sq.ft.); a proposed pump-out truck with 1,000gal. capacity with potable water washout; and with the use of a turbidity curtain during construction. Located: 5505 West Mill Road, Mattituck. SCTM# 1000-106-6-1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the LWRP. An application is before the Planning Board on the parcel. 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 as-builts are INCONSISTENT with LWRP Policy 6.3 and, therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The as-built structures do not meet Chapter 275. Wetlands and Shoreline Article ll. Permits § 275-11. Construction and operation standards. Chapter 275 states: Standards for residential and commercial docks; general rules. It shall be the policy of the Town of Southold that all docks shall be designed, constructed and located so as to reduce a dock's potential adverse impacts to navigation, public safety, waterway congestion, access to public trust lands and water, and natural resources and habitats. The following standards will serve as a basis for granting, denying, or limiting permits for the construction of docks. 1. The structures were constructed without a Chapter 275 Wetlands Permit. 2. The as-built includes 1960 SF of CCA-treated decking. 3. What is the composition of the dredge spoil used on-site? 4. The number and size of vessels that could be moored are not shown. 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: Honorable Lori Hulse, Attorney L11AAL. K. McLea Associates Engineering & x�j"�,r veying, D.P.C. ❖ 437 South Country Road • Brookhaven . New York • 11719 (631)286-8668.FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York . 11801 https://www.lkma.com ROBERTA STEELE,P.E.,PRESIDENT and CEO Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT CHRISTOPHER F.DWYER,VICE PRESIDENT STEVEN W.EISENBERG,P.E. KEITH J.MASSERIA,P.E.,VICE PRESIDENT ANDREW B.SPEISER MATTHEW JEDLICKA,LEED AP,PRINCIPAL VINCENT CORRADO,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KEVIN.J:PETERMAN,P.E. CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER KARA M.O'NEILL,GISP,MBA May 19,2025 Town of Southold, Suffolk County,New York Southold Board of Trustees PO Box 1179 Southold,New York 11971 Re: Wetland Permit Application 5505 W.Mill Road Marina Improvements (SCTM# 1000-106-6-1) LKMA#23103.000 Attn. Elizabeth Cantrell: As Consulting.Engineers for the Daniel Cooke, the property owner, we are submitting on their behalf a revised plan set for an improvement project at the above referenced site. Enclosed herewith for your review is the following: 0 Mattituck Marina Plans(2 copies) If you have any questions please call the undersigned. Very truly yours, t r pl �/� L.K. McLean Associates Engineering& Surveying,D.P.C. MAY 2 2025 soumold-[own Keith J. Masseria,Vice President Board otTrustees Cc: Daniel Cooke, Owner Established 1950 Project Description — 5505 W. Mill,Road Marina Improvements This project includes the replacement of a 161'± portion of existing bulkhead and other improvements to the existing timber decking at the marina located in Mattituck, along Mattituck Creek, which connects to the Long Island Sound. This marina houses fishing vessels as well as commercial party boats docking approximately 12 boats with varying sizes. Bulkhead It is proposed to remove approximately 160 LF of existing bulkhead in its entirety and construct a new ±161 feet long vinyl bulkhead along the north side of the marina. The existing bulkhead is deteriorated and in need of replacement. The existing bulkhead will be removed and legally disposed of at an NYSDEC approved upland facility. .Section Length Sheeting Height Bulkhead item (Ft) Sheet Material (Ft) Anchor System, 20 161 SG-950 26 Yes (See General Plan for section locations) The face of the proposed SG-950 vinyl sheeting in Section A-A will be installed landward of the existing bulkhead, varying from 15 feet in the south end of the marina to 32 feet in the north end, to generate more space within the existing boat basin. By installing the new bulkhead landward of existing, approximately 4,030 square feet of underwater land will be created. This will also allow boats to dock without interfering with the federal navigation channel. The suitable excavated fill from the area between existing and proposed sheeting will be used to fill and grade out the area landward of proposed sheeting to finish grade. Any excess material will be legally disposed of. Approximately 2,015 CY will be excavated. All unsuitable material will be removed from the site and be disposed of legally at a NYSDEC approved upland facility. The top of the new bulkhead is proposed to be installed at elevation 6.00± NAVD88, which is approximately 1.8' higher than the existing bulkhead. The new bulkhead will also include 8"x8" greenheart exterior wales, 3"x8" greenheart rear wale, 2"x10" greenheart top cap, and #11 grade 75 steel tie rods. It is proposed to excavate the soil between the existing and proposed sheeting to a maximum depth of-8.86 NAVD88 (6 feet below M.L.W.). This area is a total of 4,030 SF. Approximately 370 CY of material will be spread around the site as depicted in the plans, raising the finish grade from approximately 4" to 18". Any excess material not used as backfill for the bulkhead or spread around the site will be removed from the site and legally disposed of at a NYSDEC approved upland facility. A silt fence is to be placed on the project site bounding the work areas to prevent sediment/silt migration off of the work area. A turbidity curtain is proposed to be installed seaward of the proposed work area in order to minimize in water turbidity and disturbance as a result of this work. ® E � � � 5505 W.Mill Road Marina Improvements FAYO Page 1 of 2 Southold Town Board of ThmtAA� Breakwater It is proposed to install a 26'-0" vinyl breakwater in place of the existing timber bulkhead on the northern side. The breakwater will consist of greenheart lumber and piles with vinyl sheeting. This breakwater will serve to protect the boats docking at this location. Mooring Piles It is proposed to install 10 new 35 feet long mooring piles. Floating Docks There are no existing floating docks at this location. Once the new bulkhead is constructed, approximately 1,635 square feet of new floating dock with untreated decking will be installed. The proposed floating dock will have a width of 6 feet for 102 feet and a width of 8 feet for 53 feet. The reason for being 8 feet wide is to provide room adjacent to the 40-foot long aluminum gangway. It is proposed to install approximately 10 guide piles for the new floating dock system. Timber Decking Along the southern sections of the marina, where the existing bulkhead is to remain, the existing deteriorated timber decking shall be removed and replaced with CCA timber decking. It is proposed to replace approximately 1,960 square feet of decking with widths varying from ±6 feet to±10 feet(See General Plan for section locations). Pump-out Station As per the Town of Southold requirements, a pump-out station with the capacity of holding 1,000 gallons shall be installed on the project site. This station shall also hold capacity for potable water in the need for washing out existing tanks. Summary • Install new ±161 LF Vinyl Bulkhead landward of existing bulkhead. New bulkhead is proposed 15 to 32 feet landward of existing. Approximately 2,015 CY will be excavated between the existing and proposed bulkheads. Approximately 4,030 SF of underwater land will be created. • Install 26'-0"Vinyl Breakwater in place of existing timber bulkhead • Install 10 new 35 feet long mooring piles. • Install approximately 1,635 square feet of new floating dock with untreated timber decking. Install 10 guide piles for the new floating dock system. • Install approximately 1,960 SF of decking with widths varying from ±6 LF to±10 LF. • Install pump-out station with 1,000 gallon capacity. All NYSDEC, ACOE and DOS permitting requirements will be met. ADECE� V � 5505 W.Mill Road Marina Improvements Page 2 of 2 MAY 16 2025 ;r1I'thnlr!T.,... 2'f L11AAL. K. McLean Associates Engineering & Surveying; D.P.C. ❖ 437 South Country Road a Brookhaven . New York . 11719 (631)286-8668•FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York . 11801 https://www.lkma.com ROBERT A STEELE,P.E.,PRESIDENT and CEO Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT CHRISTOPHER F.DWYER,VICE PRESIDENT STEVEN W.EISENBERG,P.E. KEITH J.MASSERIA,P.E.,VICE PRESIDENT ANDREW B.SPEISER MATTHEW JEDLICKA,LEED AP,PRINCIPAL VINCENT CORRADO,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KEVIN J.PETERMAN,P.E. CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER KARA M.O'NEILL,GISP,MBA May 12,2025 Town of Southold, Suffolk County,New York Southold Board of Trustees PO Box 1179 Southold,New York 11971 Re: Wetland Permit Application 5505 W. Mill Road Marina Improvements(SCTM#1000-106-6-1) LKMA#23103.000 Attn.Elizabeth Cantrell: As Consulting Engineers for the Daniel Cooke, the property owner, we are submitting on their behalf a revised plan set for an improvement project at the above referenced site. Enclosed herewith for your review is the following: • Mattituck Marina Plans(4 copies) If you have any questions please call the undersigned. Very truly yours, L.K.McLean Associates Engineering&Surveying,D.P.C. A Keith J.Masseria,Vice President Cc: Daniel Cooke, Owner F D �E G"D E I V E Hu AY 1 5 202 5 Southold Town Board of Trustees Established 1950 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday, May 16, 2025 4:05 PM To: 'Ryan Cusack';Chris Dwyer Cc: Keith Masseria; Goldsmith, Glenn; Krupski, Nick Subject: RE: 5505 Mill Road, Mattituck; SCTM# 1000-106-6-1 Ryan, Perhaps you just want to add a call out on one of the pages that turbidity controls will be used during construction, or something similar? That way it is covered by the call-out. Just a thought. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent: Friday, May 16, 2025 3:44 PM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith,Glenn<glenn.goldsmith@town.southo Id.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM# 1000-106-6-1 Elizabeth, In order to avoid any more confusion on the Towns end I am going to go ahead and remove sheet 7 from the plan set as it does not pertain to the design of this project but rather shows typical details for erosion and sediment control. With this change,the plan set will now be reduced from 7 to 6 pages.To avoid a void in the plan set and further confusion would the Town like a new plan set(6 pages total) sent in? If this change is acceptable please let me know as soon as possible and let me know what you need as far as hard copies. I want to avoid any further setbacks to this project. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road, Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.11cma.com I rcusack@lkma.com r— i From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent: Friday, May 16, 2025 3:17 PM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwyer@Ikma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn <glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Ryan, Thank you for the revised written project description. Regarding page 7 of the site plans, I have attached the original page 7,the new pg.4 site plan and the new pg. 7. The original pg.7 is confusing Trustee Goldsmith and myself who reviewed the original pg. 7. You submitted revised plans, however page 7 is still almost exactly like the original page to which this area with rip-rap is not seen on pg.4 of the stie plan. We do not understand what is going on. If this area is not on this property then please remove pg.7 from the plans. If this area is within the property, please add it to pg.4. Elizabeth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent: Friday, May 16,2025 11:09 AM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Chris Dwyer<cdwyer@Ikma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: [SPAM] -RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Elizabeth, Please see attached project description for this project. As for sheet 7, can you please be more specific as to your question.Sheet 7 contains three details which are typical for project in this nature and show the general installation of the turbidity curtain, silt fence, and temporary stockpile area. The previous concern relating to the mention of a "bridge" on the turbidity curtain detail has been removed.The location of the turbidity curtain and silt fence are displayed and called out on sheet 4.A temporary stockpile area will be utilized within the proposed clearing and grading disturbance line as necessary by the contractor during construction. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road, Suite 212 Hicksville, NY 11801 t(516) 636-4500 (Ext. 214) www.lkma.com I rcusack@lkma.com 2 From: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent: Friday, May 16,2025 10:47 AM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good Morning, The Trustees office received the revised site plans yesterday. Upon review, page 7 still speaks of work on a structure that cannot be found on page 4. Also, as page 4 has had revisions to it,the current written project description is no longer valid. Please email me a revised project description to match the current proposal and include the work proposed on page 7. Also,you will have to revise page 4 to depict the location of the work depicted on page 7. Eliza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent:Thursday, May 15, 2025 10:43 AM To:Cantrell, Elizabeth <elizabethc@town.southold.ny.us>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Morning Elizabeth, Per the below conversation, please confirm the receipt of the-revised plans that were mailed to you when received. Following that please let us know if we are slated to be on the June 11th meeting. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road,Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From: Ryan Cusack Sent: Monday, May 12, 2025 3:12 PM To: 'Cantrell, Elizabeth' <elizabethc@town.southold.nv.us>; Chris Dwyer<cdwyer@Ikma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 3 Elizabeth, Following our conversation just now, I'll go ahead and mail in 4 copies(one 22"x34" and three 11"x17") of the revised signed plans. Following that please let me know if we are slated to be on the June 11th hearing once you receive the plans. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road, Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent: Monday, May 12, 2025 1:09 PM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwyer@Ikma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<Rlenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Ryan, Often this office does not always review revised plans via email. If your office believes the Trustees questions were answered in your email but the plans needed to be modified to answer said questions,your office does need to submit four to-scale, stamped plans to this office for the file in order to move forward with the application. This is a requirement for all applications. There is still time to get onto the June 11th public hearing date if you mail the revised plans a.s.a.p. The field inspection is scheduled for June 3,2025 to which the proposed new bulkhead and docking facility would need to be stated out to both on land and it's most seaward points for the Board's inspection. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent:Thursday, May 8, 2025 10:21 AM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.Rov> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Elizabeth, 4 The question that was asked and answered on March 27th with an email of the plans was not reviewed? If you need a paper copy of the plans that were emailed on March 27th as well please let me know as soon as possible so that I can overnight them so that the review can commence. If you do in fact need paper copies please let me know how many copies and what size you would like sent. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road,Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Thursday, May 8, 2025 10:14 AM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria <kmasseria@Ikma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good morning, Please be advised the only paperwork this office has received since my email of March 27,2025 is the application fee. The application is still postponed. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent:•Wednesday, May 7, 2025 9:44 AM To:Cantrell, Elizabeth <elizabethc town.southold.ny.us>; Chris Dwyer<cdwver@Ikma.com> Cc: Keith Masseria <kmasseria Ikma.com>; Goldsmith,Glenn <glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.sov> Subject: [SPAM] -RE: 5505 Mill Road, Mattituck;SCTM# 1000-106-6-1 Hey Elizabeth, Following up the below application, could you please provide a status update? The last things done in March included sending in a revised check for$1,250 and sending revised plans addressing your question (email below). Let me know if you need anything else on our end. 5 Thanks, I Ryan Cusack, EIT Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road,Suite 212 Hicksville, NY 11801 t(516) 636-4500 (Ext. 214) www.lkma.com I rcusack@lkma.com From: Ryan Cusack Sent:Thursday, March 27, 2025 9:27 AM To: 'Cantrell, Elizabeth'<elizabethc@town.southold.nv.us>;Chris Dwyer<cdwyer Ikma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Hey Elizabeth, There is to be no work on or around a bridge as a part of this project.The turbidity curtain detail on sheet 7 of 7 has been revised to reflect this.See in below link the revised plan with this detail updated. Mattituck Marina Plan Set.pdf Password:AM623htoNT8 , https://Ikma.egnyte.com/dl/cTVR7zbaJI Let me know if there are any other questions. Thanks a lot, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road, Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Thursday, March 27, 2025 8:29 AM To: Chris Dwyer<cdwver@lkma.com>; Ryan Cusack<Rcusack Ikma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn <glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good morning, There is a question regarding this application. One of the plan pages depict work to be done at the end of a "bridge"? pg 7 of 7. There is nothing in your written project description about this nor do I see this on pg.4 of 7 in the plans. Please advise ASAP. 6 ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From:Chris Dwyer<cdwver@lkma.com> Sent:Wednesday, March 26, 2025 11:29 AM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Hi Elizabeth Ok. We will get a new check from the applicant. Thanks for your guidance. Regards, Chris From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Wednesday, March 26, 2025 8:57 AM To:Chris Dwyer<cdwver@lkma.com>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Chris, As requested this application will go onto the April 16, 2025 public hearing date. The office notice your check for said application was written on July 11, 2024 so this check is no longer valid. Keith was already emailed by my coworker but please mail a new check for the application fee of$1,250.00. Let us know how you want us to handle the old check, shred it or mail it back to your office. Unless otherwise requested,your application is tentatively scheduled for the field inspections date of Wednesday,April 9th and the public hearing is scheduled for Wednesday,April 16th. If you do not want this application on April's agenda please advise. Efza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From:Cantrell, Elizabeth Sent:Tuesday, February 25, 2025 10:31 AM To: 'Chris Dwyer'<cdwver@lkma.com>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick 7 ' l+ <nickk@so utholdtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Understood,thank you Chris. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 From: Chris Dwyer<cdwyer@lkma.com> Sent:Tuesday, February 25, 2025 10:18 AM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good morning, As stated we will be modifying our application to the Building Department in order to rescind what was requested earlier. We will identify any changes from what is currently there now. The addition of the slips will increase what is currently there as stated on our plan. The proposed plan is not being changed,just removal of the transient hotel concept/use. We would appreciate the project being added to a public hearing agenda when revised. Regards, Chris From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday, February 25, 2025 10:08 AM To:Chris Dwyer<cdwyer Ikma.com>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn <glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good Morning, I understand that the current Notice of Disapproval was never acted upon, but because there is an official Notice of Disapproval,the request has been made to modify your application with the Bldg. Dept. As per discussions held between Planning, Building Dept.ZBA and Trustees, regarding the proposed Marina, if you wish to proceed you still need to have a review by the Building Dept. Your office would be asked to document if there are to be more boat slips and parking slips than currently available. The change in amount of dockage and parking is what would be reviewed by the Bldg. Dept.for the proposed Marina for possible Planning Dept. review. I believe this Board may add your application to a public hearing agenda if you wish, however you are being advised to go back to the Building Dept.to modify your Building Dept. application for specifically the proposed Marina/Marina parking and withdrawing any other proposed. Elizabeth Cantrell 8 Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 From:Chris Dwyer<cdwyer@Ikma.com> Sent: Monday, February 24, 2025 1:27 PM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria<kmasseria Ikma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE:5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Hi Elizabeth, We never acted upon the Notice of Disapproval that was issued by the Building Department. If we remove the transient hotel use (and features)from the plan/submission we no longer would be seeking any relief with the single (existing) use that the property functions as today. At least no waiver that I am aware of. Therefore, I am uncertain whether we would need a Notice of Disapproval form the Town's Building Department for a variance with the ZBA. We can retract the paperwork filed with the BD and inform them of the change. That should remove that attachment to the application when we resubmit to your office. Regards, Chris From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Thursday, February 20, 2025 3:52 PM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn <glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good Afternoon, Regarding this proposed project discussions were had in order to determine the best way to move forward with the application that was submitted to the Board of Trustees office for the Marina. As mentioned to Mr. Dwyer in the past, because paperwork was formally submitted to the Town Building Dept.and a Notice of Disapproval was issued for both a transient hotel and a commercial marina, it is highly recommended that you go back to the Building Dept.to get the Notice of Disapproval revised forjust the commercial Marina (withdraw the transient hotel portion of the application). The site plan for the proposed commercial Marina should be reviewed for the possible increase in intensity of use by the Building Dept.and possibly Planning Dept. and Zoning Board of Appeals. If the owner is not increasing the number of boats and/or parking there may not be any concern for the need for a site plan review. If however,there are additional boat slips and/or parking it is recommended to have a site plan review. If you wish to proceed with the Wetland Permit application without formally modifying your current Notice of Disapproval please let me know and I will inform the Board of Trustees of your request. Eliza6eth Cantrell Administrative Assistant Town of Southold 9 i Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent:Thursday, February 20, 2025 9:06 AM To: Chris Dwyer<cdwyer@lkma.com>; Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Cc: Keith Masseria <kmasseria@lkma.com> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Morning Elizabeth, Just want to follow up the below conversation and what Chris had said in December.At this stage, let me know how you would like us to proceed with the application as far as the Town is concerned in order for us to reach a resolution. To date,we have procured the DOS &ACOE permits.The DEC has no objections but was inquiring about the Towns determination prior to issuing the permit.So once we get the Towns approval all permits would be good to go. Reach out with questions. Thanks a lot, Ryan From: Chris Dwyer<cdwver@lkma.com> Sent: Monday, December 16, 2024 4:51 PM To: Elizabeth Cantrell<elizabethc@town.southold.nv.us> Cc: Ryan Cusack<Rcusack@lkma.com>; Keith Masseria <kmasseria@lkma.com> Subject: Re: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Hi Elizabeth. The moratorium is the reason why it needs to be segmented. Please understand that shortly this submission was made to the Town imposed a moratorium against hotels. This was not a situation our team put ourselves in but one that we find ourselves in due to a sudden change by the Town. One would think that the Town would find this as a valid reason for our client to formally separate the uses. We will memorialize this request with the Building Department who issued the notice of disapproval. Regards Chris Sent from my iPhone On Dec 16, 2024, at 3:43 PM, Cantrell, Elizabeth<elizabethc@town.southold.nv.us>wrote: Mr.Cusack, It is not sufficient. The application had already been submitted either in its entirety or in part for the cottages I believe to both the Building Dept. and Planning Dept.to which at this time both departments agreed that the marina needs to be part of their reviews. You/Chris need to go to the other departments and speak to them about segmenting said project and any concerns. If you receive confirmation from the various Town Departments that it is fine to segment the application and modify 10 their applications,our application might be able to be heard. Please understand, at this time there is a moratorium in place for developments such as what is being proposed so this office must conform to the moratorium and receive authorization from the other departments and Town Attorney that your application can proceed. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent: Monday, December 16, 2024 3:33 PM To:Chris Dwyer<cdwyer@lkma.com>; Keith Masseria <kmasseria@lkma.com>; Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Hey Elizabeth, Regarding the below email as well as the one you responded to me on Friday(12/13/24) about(the proposed marina and cottages in Mattituck creek), is the letter that Chris explained below sufficient for the Trustees to proceed with the permit review? If it is, we can prepare the letter and send it over. If not or if you have any questions please let me know. Thanks a lot, Ryan From:Chris Dwyer Sent: Friday,October 25, 2024 7:58 AM To: 'Cantrell, Elizabeth'<elizabethc town.southold.ny.us> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; 'Daniel Cooke'<daniel@cookeventures.com> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good morning Elizabeth, As stated, our client did submit a building permit application seeking a letter of disapproval for both marina and transient hotel uses. That submission was made in advance of the recently enacted Town Board moratorium on hotels. Therefore, we will prepare a letter informing the Town of our client's intention to remove or segregate the transient hotel (cottages)feature from the site plan submitted. A letter of disapproval was the only document issued by the Town which merely enables an applicant to submit for relief. It should be known that no further action was taken by our client to the Zoning Board of Appeals seeking relief nor any initial submission was made to the Planning Department. Nonetheless, we hope that this letter and an acknowledgment by the Town would enable the Trustees Office to act on the application made for the proposed marina which does not mention the transient hotel use which is now on hold until such a moratorium is lifted. Please let me know if the process described above will satisfy the Board of Trustees. Our client is still interested in making repairs and improvements to the existing marine use of the property. �1 Regards, Christopher F. Dwyer I Vice President L.K. McLean Associates, D.P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X245 I f(631) 286-6314 c (516) 779-4776 1 www.lkma.com I cdwver@lkma.com <image001.png> From: Keith Masseria<kmasseria@lkma.com> Sent:Thursday, October 24, 2024 3:16 PM To:Chris Dwyer<cdwver@ikma.com> Subject: FW: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday,October 22, 2024 4:20 PM To: 'Daniel Cooke'<danieI@cookeventures.com>; Keith Masseria <kmasseria@ikma.com> Cc: Goldsmith, Glenn <glenn.goldsmith town.southold.ny.us> Subject: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good Afternoon, Regarding the proposed marina improvements application for the property referenced above,this office is aware of a proposed site plan for transient lodging and marina facility on this property that was made through the Building Dept.that requires both Planning Board and Zoning Board of Appeals approval for the entire project. The Board of Trustees do not review applications that also need Planning Dept. review and/or Zoning Board of Appeals review prior to the other Board determinations. Due to the fact that this proposed project has been grouped together under one site.plan through other Town offices/Boards, and that this project has been postponed due to the Town Board Moratorium,the Board of Trustees are not going to review or open a Public Hearing on the submitted application at this time. Sincerely, ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. 12 WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. 13 Cantrell, Elizabeth From: Ryan Cusack <Rcusack@Ikma.com> Sent: Friday, May 16, 2025 3:56 PM To: Cantrell, Elizabeth;Chris Dwyer Cc: Keith Masseria;Goldsmith, Glenn; Krupski, Nick Subject: [SPAM] - RE: 5505 Mill Road, Mattituck; SCTM# 1000-106-6-1 Elizabeth, Will do. I'll revise and get the two sets sent over to you ASAP. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road, Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent: Friday, May 16, 2025 3:52 PM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwyer@lkma.com> Cc:Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Ryan, Thank you. Please submit revised plans. At this point just submit two full sets of stamped revised plans. We should not use the existing as pg. 7 will be removed and there is a page count on the plans. This application is still tentatively scheduled for June, hence the emails trying to make it a complete application. Elizabeth Cantreff Administrative Assistant' Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent: Friday, May 16,2025 3:44 PM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Chris Dwyer<cdwyer@Ikma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith,Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 1 Elizabeth, In order to avoid any more confusion on the Towns end I am going to go ahead and remove sheet 7 from the plan set as it does not pertain to the design of this project but rather shows typical details for erosion and sediment control. With this change,the plan set will now be reduced from 7 to 6 pages.To avoid a void in the plan set and further confusion would the Town like a new plan set(6 pages total) sent in? If this change is acceptable please let me know as soon as possible and let me know what you need as far as hard copies. I want to avoid any further setbacks to this project. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. v 25 Newbridge Road,Suite 212 Hicksville, NY 11801 t(516) 636-4500 (Ext. 214) www.lkma.com I rcusack@lkma.com From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent: Friday, May 16, 2025 3:17 PM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwver@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Rya n, Thank you for the revised written project description. Regarding page 7 of the site plans, I have attached the original page 7,the new pg.4 site plan and the new pg.7. The original pg. 7 is confusing Trustee Goldsmith and myself who reviewed the original pg.7. You submitted revised plans, however page 7 is still almost exactly like the original page to which this area with rip-rap is not seen on pg.4 of the stie plan. We do not understand what is going on. If this area is not on this property then please.remove pg. 7 from the plans. If this area is within the property, please add it to pg.4. ECiza6etk Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent: Friday, May 16, 2025 11:09 AM To:Cantrell, Elizabeth <elizabethc@town.southold.ny.us>; Chris Dwyer<cdwver@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southo Id.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 2 Elizabeth, Please see attached project description for this project. As for sheet 7,can you please be more specific as to your question.Sheet 7 contains three details which are typical for project in this nature and show the general installation of the turbidity curtain,silt fence, and temporary stockpile area. The previous concern relating to the mention of a "bridge" on the turbidity curtain detail has been removed.The location of the turbidity curtain and silt fence are displayed and called out on sheet 4.A temporary stockpile area will be utilized within the proposed clearing and grading disturbance line as necessary by the contractor during construction. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road,Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent: Friday, May 16, 2025 10:47 AM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwver@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good Morning, The Trustees office received the revised site plans yesterday. Upon review, page 7 still speaks of work on a structure that cannot be found on page 4. Also,as page 4 has had revisions to it,the current written project description is no longer valid. Please email me a revised project description to match the current proposal and include the work proposed on page 7. Also,you will have to revise page 4 to depict the location of the work depicted on page 7. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent:Thursday, May 15, 2025 10:43 AM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Morning Elizabeth, 3 Per the below conversation, please confirm the receipt of the revised plans that were mailed to you when received. Following that please let us know if we are slated to be on the June 11th meeting. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road, Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From: Ryan Cusack Sent: Monday, May 12, 2025 3:12 PM To: 'Cantrell, Elizabeth'<elizabethc@town.southold.nv.us>; Chris Dwyer<cdwver@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southo Id.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Elizabeth, Following our conversation just now, I'll go ahead and mail in 4 copies(one 22"x34" and three 11"x17") of the revised signed plans. Following that please let me know if we are slated to be on the June 11th hearing once you receive the plans. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road,Suite 212 Hicksville, NY 11801 t (516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent: Monday, May 12, 2025 1:09 PM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwver@lkma.com> Cc: Keith Masseria<kmasseria Ikma.com>; Goldsmith,Glenn <glenn.goldsmith@town.southold.nv.us>; Krupski, Nick. <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Ryan, Often this office does not always review revised plans via email. If your office believes the Trustees questions were answered in your email but the plans needed to be modified to answer said questions,your office does need to submit four to-scale, stamped plans to this office for the file in order to move forward with the application. This is a requirement for all applications. 4 There is still time to get onto the June 111h public hearing date if you mail the revised plans a.s.a.p. The field inspection is scheduled for June 3, 2025 to which the proposed new bulkhead and docking facility would need to be stated out to both on land and it's most seaward points for the Board's inspection. ECiza6eth CantreCC Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent:Thursday, May 8,2025 10:21 AM To: Cantrell, Elizabeth<elizabethc@town.southold.nv.us>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk southoldtownny.gov> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM# 1000-106-6-1 Elizabeth, The question that was asked and answered on March 27th with an email of the plans was not reviewed? Ifyou need a paper copy of the plans that were emailed on March 27th as well please let me know as soon as possible so that I can overnight them so that the review can commence. if you do in fact need paper copies please let me know how many copies and what size you would like sent. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road, Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Thursday, May 8, 2025 10:14 AM To: Ryan Cusack<Rcusack@Ikma.com>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.Rov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good morning, Please be advised the only paperwork this office has received since my email of March 27, 2025 is the application fee. The application is still postponed. Efiza6eth Cantrell Administrative Assistant Town of Southold 5 E I Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 From: Ryan Cusack<Rcusack Ikma.com> Sent:Wednesday, May 7, 2025 9:44 AM To: Cantrell, Elizabeth<elizabethc@town.southold.nv.us>; Chris Dwyer<cdwver@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Hey Elizabeth, Following up the below application, could you please provide a status update? The last things done in March included sending in a revised check for$1,250 and sending revised plans addressing your question (email below). Let me know if you need anything else on our end. Thanks, Ryan Cusack, EIT I Engineer L.K. McLean Associates, D.P.C. 25 Newbridge Road,Suite 212 Hicksville, NY 11801 t(516) 636-4500 (Ext. 214) www.lkma.com I rcusack@lkma.com From: Ryan Cusack Sent:Thursday, March 27,2025 9:27 AM To: 'Cantrell, Elizabeth' <elizabethc@town.southold.nv.us>; Chris Dwyer<cdwver@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Hey Elizabeth, There is to be no work on or around a bridge as a part of this project.The turbidity curtain detail on sheet 7 of 7 has been revised to reflect this.See in below link the revised plan with this detail updated. Mattituck Marina Plan Set.pdf Password:4M623htoNT9X https://Ikma.egnVte.com/dl/cTVR7zbaJl Let me know if there are any other questions. Thanks a lot, Ryan Cusack, EIT I Engineer 6 L.K. McLean Associates, D.P.C. 25 Newbridge Road, Suite 212 Hicksville, NY 11801 t(516) 636-4500(Ext. 214) www.lkma.com I rcusack@lkma.com From: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Thursday, March 27, 2025 8:29 AM To: Chris Dwyer<cdwver@lkma.com>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good morning, There is a question regarding this application. One of the plan pages depict work to be done at the end of'a "bridge"? pg 7 of 7. There is nothing in your written project description about this nor do I see this on pg.4 of 7 in the plans. Please advise ASAP. ECiza6et(z Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From:Chris Dwyer<cdwver@Ikma.com> Sent:Wednesday, March 26, 202511:29 AM To: Cantrell, Elizabeth<elizabethc@town.southold.nv.us>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE:5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Hi Elizabeth Ok. We will get a new check from the applicant. Thanks for your guidance. Regards, Chris From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Wednesday, March 26, 2025 8:57 AM To:Chris Dwyer<cdwver@Ikma.com>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Chris, As requested this application will go onto the April 16, 2025 public hearing date. The office notice your check for said application was written on July 11, 2024 so this check is no longer valid. Keith was already emailed by my coworker but 7 please mail a new check for the application fee of$1,250.00. Let us know how you want us to handle the old check, shred it or mail it back to your office. Unless otherwise requested,your application is tentatively scheduled for the field inspections date of Wednesday,April 9th and the public hearing is scheduled for Wednesday,April 16th. If you do not want this application on April's agenda please advise. Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From:Cantrell, Elizabeth Sent:Tuesday, February 25, 2025 10:31 AM To: 'Chris Dwyer'<cdwyer@lkma.com>; Ryan Cusack<Rcusack@Ikma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn <glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Understood,thank you Chris. Eliza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From:Chris Dwyer<cdwver@lkma.com> Sent:Tuesday, February 25, 2025 10:18 AM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good morning, As stated we will be modifying our application to the Building Department in order to rescind what was requested earlier. We will identify any changes from what is currently there now. The addition of the slips will increase what is currently there as stated on our plan. The proposed plan is not being changed,just removal of the transient hotel concept/use. We would appreciate the project being added to a public hearing agenda when revised. Regards, Chris From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Tuesday, February 25, 2025 10:08 AM To:Chris Dwyer<cdwver@lkma.com>; Ryan Cusack<Rcusack@lkma.com> 8 Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southo Id.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good Morning, I understand that the current Notice of Disapproval was never acted upon, but because there is an official Notice of Disapproval,the request has been made to modify your application with the Bldg. Dept. As per discussions held between Planning, Building Dept.ZBA and Trustees, regarding the proposed Marina, if you wish to proceed you still need to have a review by the Building Dept. Your office would be asked to document if there are to be more boat slips and parking slips than currently available. The change in amount of dockage and parking is what would be reviewed by the Bldg. Dept.for the proposed Marina for possible Planning Dept. review. I believe this Board may add your application to a public hearing agenda if you wish, however you are being advised to go back to the Building Dept.to modify your Building Dept. application for specifically the proposed Marina/Marina parking and withdrawing any other proposed. Efiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From:Chris Dwyer<cdwyer@Ikma.com> Sent: Monday, February 24, 2025 1:27 PM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn <glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Hi Elizabeth, We never acted upon the Notice of Disapproval that was issued by the Building Department. If we remove the transient hotel use (and features)from the plan/submission we no longer would be seeking any relief with the single (existing) use that the property functions as today. At least no waiver that I am aware of. Therefore, I am uncertain whether we would need a Notice of Disapproval form the Town's Building Department for a variance with the ZBA. We can retract the paperwork filed with the BD and inform them of the change. That should remove that attachment to the application when we resubmit to your office. Regards, Chris From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Thursday, February 20,2025 3:52 PM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwyer@lkma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn <glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 9 Good Afternoon, Regarding this proposed project discussions were had in order to determine the best way to move forward with the application that was submitted to the Board of Trustees office for the Marina. As mentioned to Mr. Dwyer in the past, because paperwork was formally submitted to the Town Building Dept.and a Notice of Disapproval was issued for both a transient hotel and a commercial marina, it is highly recommended that you go back to the Building Dept.to get the Notice of Disapproval revised for just the commercial Marina (withdraw the transient hotel portion of the application). The site plan for the proposed commercial Marina should be reviewed for the possible increase in intensity of use by the Building Dept. and possibly Planning Dept. and Zoning Board of Appeals. If the owner is not increasing the number of boats and/or parking there may not be any concern for the need for a site plan review. If however,there are additional boat slips and/or parking it is recommended to have a site plan review. If you wish to proceed with the Wetland Permit application without formally modifying your current Notice of Disapproval please let me know and I will inform the Board of Trustees of your request. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent:Thursday, February 20, 2025 9:06 AM To:Chris Dwyer<cdwver@lkma.com>;Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Cc: Keith Masseria <kmasseria@lkma.com> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Morning Elizabeth, Just want to follow up the below conversation and what Chris had said in December. At this stage, let me know how you would like us to proceed with the application as far as the Town is concerned in order for us to reach a resolution. To date, we have procured the DOS &ACOE permits.The DEC has no objections but was inquiring about the Towns determination prior to issuing the permit.So once we get the Towns approval all permits would be good to go. Reach out with questions. Thanks a lot, Ryan From: Chris Dwyer<cdwyer@lkma.com> Sent: Monday, December 16, 2024 4:51 PM To: Elizabeth Cantrell<elizabethc@town.southold.nv.us> Cc: Ryan Cusack<Rcusack@lkma.com>; Keith Masseria <kmasseria@Ikma.com> Subject: Re: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Hi Elizabeth. The moratorium is the reason why it needs to be segmented. Please understand that shortly this submission was made to the Town imposed a moratorium against hotels. This was not a situation our team put ourselves in but one that we find ourselves in due to a sudden change by the Town. One would think that the Town would find this as a valid reason 10 Ii for our client to formally separate the uses. We will memorialize this request with the Building Department who issued the notice of disapproval. Regards Chris Sent from my iPhone On Dec 16, 2024, at 3:43 PM, Cantrell, Elizabeth <elizabethc@town.southold.nv.us>wrote: Mr. Cusack, It is not sufficient. The application had already been submitted either in its entirety or in part for the cottages I believe to both the Building Dept. and Planning Dept.to which at this time both departments agreed that the marina needs to be part of their reviews. You/Chris need to go to the other departments and speak to them about segmenting said project and any concerns. If you receive confirmation from the various Town Departments that it is fine to segment the application and modify their applications,our application might be able to be heard. Please understand, at this time there is a moratorium in place for developments such as what is being proposed so this office must conform to the moratorium and receive authorization from the other departments and Town Attorney that your application can proceed. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent: Monday, December 16, 2024 3:33 PM To:Chris Dwyer<cdwyer@lkma.com>; Keith Masseria <kmasseria@Ikma.com>; Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Hey Elizabeth, Regarding the below email as well as the one you responded to me on Friday(12/13/24) about (the proposed marina and cottages in Mattituck creek), is the letter that Chris explained below sufficient for the Trustees to proceed with the permit review? If it is, we can prepare the letter and send it over. If not or if you have any questions please let me know. Thanks a lot, Ryan From:Chris Dwyer Sent: Friday, October 25, 2024 7:58 AM To: 'Cantrell, Elizabeth' <elizabethc@town.southold.nv.us> Cc: Keith Masseria<kmasseria@Ikma.com>; Goldsmith, Glenn <glenn.goldsmith@town.southold.nv.us>; 11 'Daniel Cooke'<daniel @coo keventures.com> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good morning Elizabeth, As stated, our client did submit a building permit application seeking a letter of disapproval for both marina and transient hotel uses. That submission was made in advance of the recently enacted Town Board moratorium on hotels. Therefore,we will prepare a letter informing the Town of our client's intention to remove or segregate the transient hotel (cottages)feature from the site plan submitted. A letter of disapproval was the only document issued by the Town which merely enables an applicant to submit for relief. It should be known that no further action was taken by our client to the Zoning Board of Appeals seeking relief nor any initial submission was made to the Planning Department. Nonetheless,we hope that this letter and an acknowledgment by the Town would enable the Trustees Office to act on the application made for the proposed marina which does not mention the transient hotel use which is now on hold until such a moratorium is lifted. Please let me know if the process described above will satisfy the Board of Trustees. Our client is still interested in making repairs and improvements to the existing marine use of the property. Regards, Christopher F. Dwyer I Vice President L.K. McLean Associates, D.P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X245 1 f(631) 286-6314 c(516)779-4776 www.lkma.com I cdwver@lkma.com <image001.png> From: Keith Masseria<kmasseria@lkma.com> Sent:Thursday,October 24, 2024 3:16 PM To:Chris Dwyer<cdwver@lkma.com> Subject:'FW: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Tuesday, October 22, 2024 4:20 PM To: 'Daniel Cooke'<daniel@cookeventures.com>; Keith Masseria<kmasseria@lkma.com> Cc:Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us> Subject:5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good Afternoon, Regarding the proposed marina improvements application for the property referenced above,this office is aware of a proposed site plan for transient lodging and marina facility on this property that was made through the Building Dept.that requires both Planning Board and Zoning Board of Appeals approval for the entire project. The Board of Trustees do not review applications that also need Planning Dept. review and/or Zoning Board of Appeals review prior to the other Board determinations. Due to the fact 12 that this proposed project has been grouped together under one site plan through other Town offices/Boards, and that this project has been postponed due to the Town Board Moratorium,the Board of Trustees are not going to review or open a Public Hearing on the submitted application at this time. Sincerely, Efza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links,respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links,respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email: This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. 13 Cantrell, Elizabeth From: Lanza, Heather Sent: Thursday, February 20, 2025 10:10 AM To: Cantrell, Elizabeth;Terry, Mark; Cummings, Brian A. Cc: Goldsmith, Glenn; Krupski, Nick Subject: RE: 5505 Mill Road, Mattituck; SCTM# 1000-106-6-1 I think we said that if they are going to do this part separately,then they should get their Notice of Disapproval revised for just the marina work, so they can get site plan for the increase in intensity of use of the marina. New boats slips require more parking. My recollections is that we left it with Nick that if they could show that they are not increasing the number of boats that can dock there with this proposal,then they wouldn't need site plan approval. Otherwise, we should review it concurrently—Trustees and Planning Board for number of boats and parking. Or maybe they can show the building department they have enough parking already for the number of boats proposed. It's Mike Verity that makes the final call on that. Of course Trustees can go ahead with their application—but the problem is that without a Notice from Building, they could get stuck in a code violation for not getting site plan approval if they are supposed to do that. Again, that is Mike that makes that call. We are less worried about segmentation in this case. It's zoning code requirements that need our attention. We all have to abide by our zoning code. From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Thursday, February 20, 2025 9:29 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us>;Terry, Mark<mark.terry@town.southold.ny.us>; Cummings, Brian A.<brian.cummings@town.southold.ny.us> Cc:Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick<nickk@southoldtownny.gov> Subject: FW: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good Morning, Below is an email from LKMA regarding the proposed projects. As this office has not received any correspondence since the interdepartmental meeting, please advise either the applicant and/or this office on what the Planning Board feels is appropriate in the application process and the various offices involved. Elizabeth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent:Thursday, February 20, 2025 9:06 AM To:Chris Dwyer<cdwyer@Ikma.com>; Cantrell, Elizabeth<elizabethc@town.southold.ny.us> 1 Cc: Keith Masseria <kmasseria@lkma.com> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM# 1000-106-6-1 Morning Elizabeth, Just want to follow up the below conversation and what Chris had said in December.At this stage, let me know how you would like us to proceed with the application as far as the Town is concerned in order for us to reach a resolution. To date,we have procured the DOS&ACOE permits.The DEC has no objections but was inquiring about the Towns determination prior to issuing the permit. So once we get the Towns approval all permits would be good to go. Reach out with questions. Thanks a lot, Ryan From:Chris Dwyer<cdwyer@lkma.com> Sent: Monday, December 16, 2024 4:51 PM To: Elizabeth Cantrell<elizabethc@town.southold.nv.us> Cc: Ryan Cusack<Rcusack@lkma.com>; Keith Masseria <kmasseria@lkma.com> Subject: Re: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Hi Elizabeth. The moratorium is the reason why it needs to be segmented. Please understand that shortly this submission was made to the Town imposed a moratorium against hotels. This was not a situation our team put ourselves in but one that we find ourselves in due to a sudden change by the Town. One would think that the Town would find this as a valid reason for our client to formally separate the uses. We will memorialize this request with the Building Department who issued the notice of disapproval. Regards Chris Sent from my iPhone On Dec 16, 2024, at 3:43 PM, Cantrell, Elizabeth<elizabethc@town.southold.nv.us>wrote: Mr. Cusack, It is not sufficient. The application had already been submitted either in its entirety or in part for the cottages I believe to both the Building Dept. and Planning Dept.to which at this time both departments agreed that the marina needs to be part of their reviews. You/Chris need to go to the other departments and speak to them about segmenting said project and any concerns. If you receive confirmation from the various Town Departments that it is fine to segment the application and modify their applications, our application might be able to be heard. Please understand, at this time there is a moratorium in place for developments such as what is being proposed so this office must conform to the moratorium and receive authorization from the other departments and Town Attorney that your application can proceed. Eliza6eth Cantrell Administrative Assistant 2 'J f Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent: Monday, December 16, 2024 3:33 PM To:Chris Dwyer<cdwyer@lkma.com>; Keith Masseria<kmasseria@lkma.com>; Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Hey Elizabeth, Regarding the below email as well as the one you responded to me on Friday(12/13/24) about(the proposed marina and cottages in Mattituck creek), is the letter that Chris explained below sufficient for the Trustees to proceed with the permit review? If it is,we can prepare the letter and send it over. If not or if you have any questions please let me know. Thanks a lot, Ryan From:Chris Dwyer Sent: Friday,October 25, 2024 7:58 AM To: 'Cantrell, Elizabeth'<elizabethc@town.southold.nv.us> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; 'Daniel Cooke'<daniel@cookeventures.com> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good morning Elizabeth, As stated, our client did submit a building permit application seeking a letter of disapproval for both marina and transient hotel uses. That submission was made in advance of the recently enacted Town Board moratorium on hotels. Therefore,we will prepare a letter informing the Town of our client's intention to remove or segregate the transient hotel (cottages)feature from the site plan submitted. A letter of disapproval was the only document issued by the Town which merely enables an applicant to submit for relief. It should be known that no further action was taken by our client to the Zoning Board of Appeals seeking relief nor any initial submission was made to the Planning Department. Nonetheless, we hope that this letter and an acknowledgment by the Town would enable the Trustees Office to act on the application made for the proposed marina which does not mention the transient hotel use which is now on hold until such a moratorium is lifted. Please let me know if the process described above will satisfy the Board of Trustees. Our client is still interested in making repairs and improvements to the existing marine use of the property. Regards, Christopher F. Dwyer Vice President L.K. McLean Associates, D.P.C. 437 South Country Road Brookhaven, NY 11719 3 r , I 1 t(631) 286-8668 X245 1 f(631) 286-6314 1 c (516)779-4776 1 www.lkma.com I cdwver@lkma.com <image001.png> From: Keith Masseria<kmasseria@lkma.com> Sent:Thursday,October 24, 2024 3:16 PM To:Chris Dwyer<cdwver@lkma.com> Subject: FW: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday, October 22,2024 4:20 PM To: 'Daniel Cooke'<daniel@cookeventures.com>; Keith Masseria <kmasseria@lkma.com> Cc:Goldsmith,Glenn<Tenn.goldsmith@town.southold.nv.us> Subject:5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good Afternoon, Regarding the proposed marina improvements application for the property referenced above,this office is aware of a proposed site plan for transient lodging and marina facility on this property that was made through the Building Dept.that requires both Planning Board and Zoning Board of Appeals approval for the entire project. The Board of Trustees do not review applications that also need Planning Dept. review and/or Zoning Board of Appeals review prior to the other Board determinations. Due to the fact that this proposed project has been grouped together under one site plan through other Town offices/Boards, and that this project has been postponed due to the Town Board Moratorium,the Board of Trustees are not going to review or open a Public Hearing on the submitted application at this time. Sincerely, ECiza6eth Cantred Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. 4 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Tuesday, February 25, 2025 10:31 AM To: 'Chris Dwyer'; Ryan Cusack Cc: Keith Masseria; Goldsmith, Glenn; Krupski, Nick Subject: RE: 5505 Mill Road, Mattituck; SCTM# 1000-106-6-1 Understood,thank you Chris. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Chris Dwyer<cdwyer@lkma.com> Sent:Tuesday, February 25, 2025 10:18 AM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Ryan Cusack<Rcusack@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good morning, As stated we will be modifying our application to the Building Department in order to rescind what was requested earlier. We will identify any changes from what is currently there now. The addition of the slips will increase what is currently there as stated on our plan. The proposed plan is not being changed,just removal of the transient hotel concept/use. We would appreciate the project being added to a public hearing agenda when revised. Regards, Chris From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday, February 25, 2025 10:08 AM To:Chris Dwyer<cdwyer@lkma.com>; Ryan Cusack<Rcusack@Ikma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good Morning, I understand that the current Notice of Disapproval was never acted upon, but because there is an official Notice of Disapproval,the request has been made to modify your application with the Bldg. Dept. Asper discussions held between Planning, Building Dept.ZBA and Trustees, regarding the proposed Marina, if you wish to proceed you still need to have a review by the Building Dept. Your office would be asked to document if there are to be more boat slips and parking slips than currently available. The change in amount of dockage and parking is what would be reviewed by the Bldg. Dept.for the proposed Marina for possible Planning Dept. review. i I believe this Board may add your application to a public hearing agenda if you wish, however you are being advised to go back to the Building Dept.to modify your Building Dept. application for specifically the proposed Marina/Marina parking and withdrawing any other proposed. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From: Chris Dwyer<cdwver@lkma.com> Sent: Monday, February 24, 2025 1:27 PM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Ryan Cusack<Rcusack@Ikma.com> Cc: Keith Masseria<kmasseria@lkma.com>; Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Hi Elizabeth, We never acted upon the Notice of Disapproval that was issued by the Building Department. If we remove the transient hotel use (and features)from the plan/submission we no longer would be seeking any relief with the single (existing) use that the property functions as today. At least no waiver that I am aware of. Therefore, I am uncertain whether we would need a Notice of Disapproval form the Town's Building Department for a variance with the ZBA. We can retract the paperwork filed with the BD and inform them of the change. That should remove that attachment to the application when we resubmit to your office. Regards, Chris From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Thursday, February 20, 2025 3:52 PM To: Ryan Cusack<Rcusack@lkma.com>; Chris Dwyer<cdwver@lkma.com> Cc: Keith Masseria <kmasseria@lkma.com>; Goldsmith,Glenn <glenn.goldsmith@town.southold.ny.us>; Krupski, Nick <nickk@southoldtownny.gov> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good Afternoon, Regarding this proposed project discussions were had in order to determine the best way to move forward with the application that was submitted to the Board of Trustees office for the Marina. As mentioned to Mr. Dwyer in the past, because paperwork was formally submitted to the Town Building Dept. and a Notice of Disapproval was issued for both a transient hotel and a commercial marina, it is highly recommended that you go back to the Building Dept.to get the Notice of Disapproval revised for just the commercial Marina (withdraw the transient hotel portion of the application). The site plan for the proposed commercial Marina should be reviewed for the possible increase in intensity of use by the Building Dept. and possibly Planning Dept. and Zoning Board of Appeals. If the owner is not increasing the number of boats and/or parking there may not be any concern for the need for a site plan review. If however,there are additional boat slips and/or parking it is recommended to have a site plan review. 2 If you wish to proceed with the Wetland Permit application without formally modifying your current Notice of Disapproval please let me know and I will inform the Board of Trustees of your request. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent:Thursday, February 20, 2025 9:06 AM To: Chris Dwyer<cdwyer@lkma.com>; Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Cc: Keith Masseria <kmasseria@Ikma.com> Subject: [SPAM] - RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Morning Elizabeth, Just want to follow up the below conversation and what Chris had said in December.At this stage, let me know how you would like us to proceed with the application as far as the Town is concerned in order for us to reach a resolution. To date,we have procured the DOS&ACOE permits.The DEC has no objections but was inquiring about the Towns determination prior to issuing the permit.So once we get the Towns approval all permits would be good to go. Reach out with questions. Thanks a lot, Rya n From:Chris Dwyer<cdwver@lkma.com> Sent: Monday, December 16, 2024 4:51 PM To: Elizabeth Cantrell<elizabethc@town.southold.ny.us> Cc: Ryan Cusack<Rcusack@lkma.com>; Keith Masseria <kmasseria@lkma.com> Subject: Re: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Hi Elizabeth. The moratorium is the reason why it needs to be segmented. Please understand that shortly this submission was made to the Town imposed a moratorium against hotels. This was not a situation our team put ourselves in but one that we find ourselves in due to a sudden change by the Town. One would think that the Town would find this as a valid reason for our client to formally separate the uses. We will memorialize this request with the Building Department who issued the notice of disapproval. Regards Chris Sent from my iPhone On Dec 16, 2024, at 3:43 PM, Cantrell, Elizabeth<elizabethc@town.southold.nv.us>wrote: Mr. Cusack, 3 It is not sufficient. The application had already been submitted either in its entirety or in part for the cottages I believe to both the Building Dept. and Planning Dept.to which at this time both departments agreed that the marina needs to be part of their reviews. You/Chris need to go to the other departments and speak to them about segmenting said project and any concerns. If you receive confirmation from the various Town Departments that it is fine to segment the application and modify their applications,our application might be able to be heard. Please understand, at this time there is a moratorium in place for development's such as what is being proposed so this office must conform to the moratorium and receive authorization from the other departments and Town Attorney that your application can proceed. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Ryan Cusack<Rcusack@lkma.com> Sent: Monday, December 16, 2024 3:33 PM To: Chris Dwyer<cdwyer@lkma.com>; Keith Masseria<kmasseria@lkma.com>; Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: RE: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Hey Elizabeth, Regarding the below email as well as the one you responded to me on Friday(12/13/24) about(the proposed marina and cottages in Mattituck creek), is the letter that Chris explained below sufficient for the Trustees to proceed with the permit review? If it is, we can prepare the letter and send it over. If not or if you have any questions please let me know. Thanks a lot, Ryan From:Chris Dwyer Sent: Friday,October 25,2024 7:58 AM To: 'Cantrell, Elizabeth'<elizabethc@town.southold.ny.us> Cc: Keith Masseria <kmasseria@Ikma.com>; Goldsmith, Glenn <glenn.goldsmith@town.southold.nv.us>; 'Daniel Cooke'<danieI@cookeventures.com> Subject: RE: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 Good morning Elizabeth, As stated, our client did submit a building permit application seeking a letter of disapproval for both marina and transient hotel uses. That submission was made in advance of the recently enacted Town Board moratorium on hotels. Therefore, we will prepare a letter informing the Town of our client's intention to remove or segregate the transient hotel (cottages)feature from the site plan submitted. A letter of disapproval was the only document issued by the Town which merely enables an applicant to submit for relief. It should be known that no further action was taken by our client to the Zoning Board of Appeals seeking relief nor any initial submission was made to the Planning Department. Nonetheless, we hope that this letter and an acknowledgment by the Town would enable 4 the Trustees Office to act on the application made for the proposed marina which does not mention the transient hotel use which is now on hold until such a moratorium is lifted. Please let me know if the process described above will satisfy the Board of Trustees. Our client is still interested in making repairs and improvements to the existing marine use of the property. Regards, Christopher F. Dwyer I Vice President L.K. McLean Associates, D.P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X245 1 f(631) 286-6314 1 c (516) 779-4776 www.lkma.com I cdwyer@Ikma.com <image001.png> From: Keith Masseria<kmasseria@lkma.com> Sent:Thursday, October 24, 2024 3:16 PM To:Chris Dwyer<cdwyer@lkma.com> Subject: FW: 5505 Mill Road, Mattituck;SCTM#1000-106-6-1 From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday, October 22,2024 4:20 PM To: 'Daniel Cooke'<daniel@ coo keventures.com>; Keith Masseria<kmasseria@lkma.com> Cc: Goldsmith, Glenn<glenn.goldsmith@town.southold.nv.us> Subject: 5505 Mill Road, Mattituck; SCTM#1000-106-6-1 Good Afternoon, Regarding the proposed marina improvements application for the property referenced above,this office is aware of a proposed site plan for transient lodging and marina facility on this property that was made through the Building Dept.that requires both Planning Board and Zoning Board of Appeals approval for the entire project. The Board of Trustees do not review applications that also need Planning Dept. review and/or Zoning Board of Appeals review prior to the other Board determinations. Due to the fact that this proposed project has been grouped together under one site plan through other Town offices/Boards, and that this project has been postponed due to the Town Board Moratorium,the Board of Trustees are not going to review or open a Public Hearing on the submitted application at this time. Sincerely, Elizabeth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 5 WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. WARNING External Email:This email originated from outside LKMA. Please do not click links, respond or open attachments unless you trust the Sender. 6 FORM NO.3 TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT JUN 0 3 2024 SOUTHOLD,N.Y. out a 'own NOTICE OF DISAPPROVAL Planning Board DATE:June 3,2024 TO: AWC Dockside LLC 72 Louis St Staten Island,NY 10304 Please take notice that your application dated April 11,2024: For permit to:to construct both a transient hotel and commercial marina at: Location of property: 5505 Mill Road,Mattituck,NY County Tax Map No. 1000—Section 106 Block 6 Lot 1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-55 B,the proposed use requires site plan approval from the Southold Town Planning Board. Transient hotels or motels, subject to the following conditions: (a)The minimum area for such use shall be not less than three acres. The site plan shows a parcel under the required 5 acres for the two uses. Pursuant Section 236(18)V, No land having a slope equal to or greater than 20%shall be developed or disturbed except for conservation measures or measures intended to remove debris which inhibits the functionine of natural or engineered drainage and erosion control measures except accesswaxs to shorelines permitted by Chapter 275.Natural vegetation and topography shall be retained to stabilize soils and reduce the volume of stormwater overflow. The site flan shows slopes in excess of 20% In addition,special exception approval from the Zoning Board of Appeals is required. You may now apply to these agencies directly. Authofjzed Signature Note to Applicant:Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Planning Board,ZBA svbf p FORM NO.3 I H L'I M, e C TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT J U N 0 3 2024 SOUTHOLD,N.Y. out o own NOTICE OF DISAPPROVAL Planning Board DATE:June 3,2024 TO: AWC Dockside LLC 72 Louis St Staten Island,NY 10304 Please take notice that your application dated April 11,2024: For permit to:to construct both a transient hotel and commercial marina-at: Location of property: 5505 Mill Road,Mattituck,NY County Tax Map No. 1000—Section 106 Block 6 Lot 1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII Section 280-55 B the Proposed use requires site elan approval from the Southold Town Planning Board. Transient hotels or motels, subject to the following conditions: (a)The minimum area for such use shall be not less than three acres. The site plan shows a parcel under the required 5 acres for the two uses. Pursuant Section 236(18)V, No land having a slope equal to or greater than 20%shall be developed or disturbed except for conservation measures or measures intended to remove debris which inhibits the functioning of natural or engineered drainage and erosion control measures except accessways to shorelines permitted by Chapter 275.Natural vegetation and topography shall be retained to stabilize soils and reduce the volume of stormwater overflow. The site plan shows slopes in excess of 20% In addition special exception a122roval from the Zoning Board of Appeals is required. You may now apply to these agencies directly. Auth#ed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board,ZBA " l i _ uemD: sEwse OlsnoseL srsTEyyF:sroN �• `.�B .. xLLOWeRL JDE 9eNITARr ttOW � YAR��Tr�'`...I('' � f rw.s mn GROI:NDWeTER YAW.GEYENi 20N�- N(6CD GPD/PLRE) `•. ——�'^--Is,`�. �. '\ \ { - �wov�mv rlem PROPGSEO DER RECEIVED / / / •�' (I / 1- ,_„ .... nDImNG unirs(Sol-;.20o sF)_2u cPD/unlT I. z.tct APMa1mrP.1E NDT �{ .. T `, ,.'I r --- " "NARW."raU10 GPD/EMT�SI P-,50 DPD,IMIi I-uS�i adTm.n D<iYslurmw¢ { Pa.RJED� .. \ `I GENEF/,L INDUSTRIAL_.04 GPD/SF [ � / _ �'•. I \ ` O)(Gol-Lzoo)s units x 2ss cPD/sF_lsTs caD t I I I' (2)(401-6M)SF UMTS%1.GPD/SF JDD M )To SF UNIT x 225 WD/SF-225 DPD LOCATION MAP sr Ex.WOO E BUKUHG Y.N GPD/SF_23.2 1 I \ (1)200 SF Ex.S10ARAGE BUW!G x. GIN/SF-B f / /�'I, • - J .1 ( \' (e)BOAT suns x,o cvo/ OaSLIP so cm 2.221.2 GPD PROJECT DATA /� ��/'`/I.; I ••\\•-.���•�\\��\`Yz`'b�\� \`:`'mom.., ` �•m aw..o m o v�cxlNc RFOL�IREUEn^ � o,wo wI x.,nn. /$/ / ` \ 1 WNU TENNII-OCGVPIFD 2 SIALL/1 MWNG UNIT / % /�// /•� �` �•` ��•\y`` \: \\\Qi,„ � ':-� `:5 s.n�m v;am.o'` (CH.2W.MPCLE VI.§2 -2a) sut Iosm,eIw A_ \•_�.;r'q. ` .�.�` �\\ \..:`, .. \ omvm.a m+a®'° 2 x(1 o DWELLING uwrs) -20 STALLS zDmxc._.p_ ._rm oaHc M // �Y� / //�_`, ., .\ •\ I FeRKING PROVIDED // / {„/ / I � �e.•�`\�. \\`'�.� .�}'.' 7} REwLnn sreus _IB Sr�Aus rma/WNe+. ,A- v Ll I tit it j / /i"// o k i(\( 1�, >aF•cF sI1E_1n.OJ1.e sF I.K.MDLFIW ASSOCIATES,P.C. s 1E mI noPEs /.sox.si.nz sF °'�• .,•�„`"`^- / —EroOE 5 E iH� ESS/-zax-I—. ( ' / / // �\ 1`l(,(('(1 t i I't((''t1 1 u�s m Io..1 Af✓�mOF DSIUPBAriE LD D //. // /' I 1 t,4 I 1 1111 I t - ,� axcENTAGE of dsrulmeHCE Loa1m >/- .D3(I Y wmLO PAw,W/snPEs.=zDx.1J.12x/�{ '„ >�� `I.1L FIOSIWC UfS SiDR/ �q DWIliNG IR:A LtMI.,FD wIn1N IRFA W/SLOES 2Ql. Sf/ Y . —*-�1 DrDule ro Rouw PFncemm.GE�eu LrnrK nDrw LaeaED wmlH rau W/soFEs>/_zo y.. TOWN OF SOUTHOLD / \ a �w SUFFOLK COUNTY, NY PROPOSED HOTEL & MARINA +I�j I"O��'° E6� __ / A,.�°�y {ice%�'.i'////•i// / 1 ISSUES/REVISIONS No. ID t. Inen. ,.X I I I I {MD��y.ao", Y I t a y)) r ROIIWI I` _ � , //'may �1// .///yam � 1/ .� `•..\, -_� _ T _ _ H`\`Dw°�sm�rluH PROPOSED SITE PL.S;" '•� / \/ ,.. ` ,I \ is Hsw o.Ra B cFD'_ SITE PLAN �\ r,.xD• AS RmED ^o� �`( i\ I z���T v;-„ _ vsL�:1'_w• .. `•.�.•HR z�nioo�o ' tl ��IR��f---E EIVED f t - 4 e J .r t I c:.�xauxN.wa i f i f Y i 9CN x � j�ol 1 Q��r 1 � ... .,_I rr H z c �� Hw.� • „� cl It 71 RI ;;I. i NOTES__•-"mo uve.a w �• _ b PiwTS EmHO,6 a✓:v,u+[ KSEn� Q ; � - 1 mPxw NOrvvuwTs KFE r:0r P.nmD Js P.HT D!TN�S f{ ( '� 1 • u %Poa. _OS Dµ MEnzEME— . ' b I/ >. n T r<c K[T aH d n A Ir ZI �L,W - ,,ry Barre# Bonacci&Van Weele,Pc �. I! 1 �`'�'S5'/'0' \ z�-- �'.; `r�;.:.'`n,:` ,.;'•:.,,�'..-%�'`c Engineer Survey- Planrrerz 5 �.W '' —�•---�--+�F N Irx.Cn.n..re o-�., .Nrinbe - b OLD MILL R Yam. Oqp Tax Mop QISTIBCLLOB0 SECTION106 BLOCK Lori PROPERTY MATnTUCK u TdtT101 SOtffNO1D S1IROIKCpFdfY KY. BOUNDARY F•y2oo - SURVEY se 1•.. Asp - 1 of i N Iwt n;a, girt :.;•.. •`r• � -. �- GO FOR INTERNAL 115E ONLY RECEiVED SITE,PLAN USE DETERMINATION - r°r` ?�) --JU ULhUIf TOYJY': Initial Determination Planning Boa.d Date: Date Sent /2`� J 2` �_- i- W C --o_�C.SL . Pr©jest Name: -- � Project Address —5--m I-1lW Suffolk County Tax Map No.: 1000- M Zoning District: �. Request: !D aC CL C +o'l Y-CL e-n+ L�.1 U m 1-Ina �(�tCt�lr On y •�` QCYe. GGr arc ul�F?j (Note:Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) c�n� PxCQ_ n Initial Determination as to whether use is permitted: ��Q�� — F initial Determination as to whether site plan is required: no+� lob has Slas�rPa+er an Zc)70 — Signature of ding Inspector ------ --------------------------------------------------------- Planning Department(P.D.) Referral: P.D. Date Received: A / Date of Comment: Comments: _ 0 Signature of Planning DO Staff Reviewer Final Determination Date: Decision: Signature of Building Inspector s1P#'R4A:fY1N1JALrYYfb:.<'t{.YSt�4.nilY.:dLS...( sR.1Yt'". - V7i'".V.i! iyn"Ji.,.... IGCi. "•-....., r FOR INTERNAL USE ONLY KECEIVED SITE PLAN USE DETERMINATION MAY 2 4 2024 Southold Town Initial Determination Planning Board �2� 2� Date:� aL Date Sent:, (� Project Name: A L bocksf de \/ Project Address: 55 P 5--M�i ` t AJ, ` cItA Suffolk County Tax Map No.: 1000- Zoning District: Request: -�D Y�Q.}C. �" Y a f C a (Yl r' n y II acre . acr rare RI Aire (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Yew '[Yl 2 r i n i Initial Determination as to whether site plan is required: 1 4 a 2—M 18 �/ Signature of ding Inspector Planning Department (P.D.) Referral: P.D. Date Received:_/ J Date of Comment: Comments: Signature of Planning Dept. Staff Reviewer Final Determination Date: Decision: Signature of Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT o Town Hall Annex 54375 Main Road P. O. Box'] 179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 'WW.S0LIt110ldto\v-nny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use only PERMIT NO. Building Inspector; Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:APRIL 1, 2024 OWNER(S)OF PROPERTY: Name:Daniel Cooke (AWC Dockside LLC) ISCFM#1000-106-06-01 Project Address:5505 Mill Road Mattituck NY 11952 Phone#:917-750-5381 Email:daniel@cookeventures.com Mailing Address:2661 NE 9th Court, Pompano Beach, FL 33062 CONTACT PERSON: Name:Christopher F. Dwyer Mailing Address:437 S. Country Road Brookhaven, NY 11719 Phone#:631-2,86-8668 X 245 Email:cdwyer@lkma.com_ DESIGN PROFESSIONAL INFORMATION: Name:Robert Steele, P.E. (L.K. McLean.Associates DPC) Mailing Address:437 S. Country Road Brookhaven, NY 1171'9 Phone#:631-286-8668 X 234 Email:rsteele@lkma.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure E--]Addition DAIteration ORepair DDemolition Estimated Cost of Project: 11 Other $ Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? DYes RNo PROPERTY INFORMATION Existing use of property:Working Dock/single family residence intended use of property:marina/transient lodging Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to MII Industrial this property? I9Yes ONO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Christopher F. Dwyer, Vice President I�Authorized Agent []Owner Signature of Applicant: � :� /� X�f�_ ,.�-- Date: April 1, 2024 STATE OF NEW YORK) _ �J SS: COUNTY OF SUFFOLK ) Christopher F. Dwyer being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the AGENT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. -� Sworn before me this S day of J l?i'l .0/ 20!--/ 14 t• ( 1, i Notary Public i CHRISTINE W15GAND NOTARY PUBLIC,State of New York PROPERTY OWNER AUTHORIZAT o.01W16210359,Suffolk Cou mmission Expires August 171, -L. (Where the applicant is not the owner) I� Daniel Cooke residing at 2661 NE 9th Court, Pompano Beach, FL 33062 do hereby authorize Christoper F. Dwyer to apply on my aif to the Town of Southold Building Department for approval as described herein. April 1 , 2024 Owner's Signature Date Daniel Cooke Print Owner's Name 2 MI&AL. K. McLean Associates, D.P.C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 - FAX(631)286-6314 25 Newbridge Road • Suite 212 • Hicksville • New York • 1 L801 https://www.ikma.com ROBERT A STEELE,P.E.PRESIDENT and CEO Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT t STEVEN W.EISENBERG,P E CHRISTOPHER F DWYER,VICE PRESIDENT j IlIvJ- Il�� U �G F 1 ANDREW B.SPEISER KEITH J MASSERIA,P.E,VICE PRESIDENT i 1. I! VINCENT CORRADO,P E. MATTHEW JEDLICKA,LEED AP,PRINCIPAL KEVIN J.PETERMAN,P E TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY f. 1 CHRISTINE L BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER KARA M O'NEILL,GISP,MBA ! �APF, 11 IA - A.pril[,-3',-,2Q2 Town of Southold Building Department T,, 54375 Main Rd. P.O.Box 1]79 , Southold,NY 11971 Attn:Michael J.Verity, Chief Building Inspector RE: 5505 Mill Road—Transient Lodging& Marina Facility Request for a Notice of Disapproval LKMA No. 23103.000 Dear Mike: As Consulting Engineers for AWC Dockside, LLC—Daniel Cooke), we are submitting, on their behalf, an application for a Building Permit in order to receive a Notice of Disapproval and to affirm that these uses are permissible. This will enable our client to submit to the Zoning Board of Appeals for relief though a grading variance. The site plan was prepared in a manner that minimizes the location of proposed features from the existing areas that have a gradient in excess of 20%. Currently the property is zoned MII Industrial and the applicant is looking to construct five (5) small buildings(]BR, 2BR& 3BR cottages)in addition to the existing building currently used as a residence. The other part of the project is the construction of a marina(9 slips) along the north end of the property that abuts Mattituck Creek. To support your determination our office has enclosed a conceptual site plan with site data table and zoning setbacks,an updated survey and a signed building permit application. • Building Permit Application • BBV Survey dated June 7,2022 • LKMA's Proposed Conceptual Site Plan If you should have any questions relative to this submission, please do not hesitate to call this office directly. Very truly yours, (� CFD:cfd Christopher F.Dwyer,Vice President L. K. McLean Associates, .P.C. Enc. (3) Cc: Heather Lanza AICP,Planning Director w/enc. Dan Cooke,AWC Dockside LLC w/enc. LKMA File Copy w/enc. Established 1950 Dwyer, Tracey From: Chris Dwyer <cdwyer@lkma.com> Sent: Thursday, May 23, 2024 3:02 PM To: Dwyer,Tracey Cc: Daniel Cooke Subject: RE:AWC Dockside LLC Good afternoon Tracey, We are seeking two uses on the property; a transient hotel and a marina. With respect to the questions,raised while preparing the notice of disapproval, our firm offers the following responses; Q1: Is the existing house going to be a part of the proposed hotel business, or will it remain independent as a single-family dwelling? Al: The existing dwelling will be utilized by the property manager who will oversee the transient hotel and marina uses on the property. This building will not be available as a hotel rental unit. Q2: Is the proposed marina going to be for commercial use or as an accessory to the hotel guests only? A2: The marina will be used for commercial and recreational uses as defined under Chapter 280-52(A) (2).This allows the existing boats to remain in the marina, and allows guests of the hotel to have access to any available slips. If you should have any other questions please do not hesitate to reply or call this office directly. Regards, Christopher F. Dwyer I Vice President L.K.McLean Associates,D.P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X245 I f(631) 286-6314 c(516)779-4776 wwwJkma.com I cdwyer lkma.com LKAA From: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Sent:Thursday, May 23,202411:55 AM To:Chris Dwyer<cdwyer@lkma.com> Subject:AWC Dockside LLC Chris, In writing the disapproval I need to know the intent of all items on the property to determine how many uses you are requesting. Is the existing house going to be apart of the proposed hotel business,or will it remain independent as a single-family dwelling? Is the proposed marina going to be for commercial use or as an accessory to the hotel'guests only? and what is going to happen with the existing boats docked to the property?Will it remain an additional "use" Thank you, Tracey Dwyer WARNING External Email: This email originated from outside LKMA. Please do not click links,respond or open attachments unless you trust the Sender. 2 C ` SREAK I'faD1 D Lon11 Val"aa:AlocETER `. LEGEND: SEWAGE DISPOSAL SYSTEM DESIGN I \ PROPOSED OL&STONE PAVEMENT j45 U ALLOWABLE SITE SANITARY FLOW _- .-- \ B\ \ ..'• 1\ PROIAnSTD H.VE5TONE PAVEMENT 6 pµ,,r (POPULATION DENSITY EQUIVALENT) e•nnaac coot PR°PJSED swa E M1= y GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE) �. USE 600 GPD/ACRE X 4.11 ACRES = 2,466 GPD PROPOSED BRICK PAVER$ l �" _r_ 16� \ \ 1... '/•'. r." �`c PROPOSED mm.T DESIGN FLOW ME WITH \ 6' TIPa a'OC PROPOSED IAI4DINc ,V.'o OW RAT ' 3S LONG oas2e�ATa TIII�R FL RECEIVED F. 2az S 'D ARFA HOUSING UNITS (601-1,200 SF) 225 GPD/UNIT / HOUSING UNITS (401-600 SF) = 150 GPD/UNIT MAY 2 d 26Z4 APPROXIMATE UMR l _, \�\ \ T I ' '`. .. j ` --PROPmn taE MARINA = 10 GPD/BOAT SUP out O own g OF DISTURBANCE / EG� v \ 1 I �� \ze sZ, j 1 -t 1.0-EN671NG CONTOUR GENERAL INDUSTRIAL = .04 GPD/SF Planning Board / PRovos -TAG '\ \\ ` I '-b .' \ FACE 01`EAtSTNG PROPOSED CONCraTE CURB - PROJECT BEDROOM rA _ i .. ..:.:.' yC. \ )TO LOCATION (1,a0D sF7 .'I, �T\ BE (7) (601-1,200) SF UNITS X 225 GPD/SF - 1,575 GPD DM= (2) (401-600) SF UNITS X 150 GPD/SF = 300 GPD PPR�M�p7�GE' 'T I I I I i�( 1,. +... f,.��: 4• A•0'p,) (1) 580 SF UNIT X 225 GPD/SF = 225 GPD LOCATION MAP (1) SBp SF E%. STOARAGE BUILDING X .04 GPD/SF = 23.2 SF) 11 ! ` \ (1) 200 SF EX. STOARAGE BUILDING X .04 GPD/SF = 8 N.T.S. // � 4'%IDE.so'tnxc TOTAL:AT SLIPS % 10 GPD St. = 2,221.2 GPD AREA OF EXISTING GRADE 1 � � \ \' THAT IS 20% % / / / f \ \ \� \' TTNOER t=o;OYP.) — \ \ \ \� =` v. / I%• \ � \ \\ \\\\\ \\\\ :�...• .�d . ae•wtrL stE>:r TO BE PROJECT DATA �y %UK S R S NEEI OR APPUCANf/OWNER... AWC DOCKSIDE,LLC VNTL SEA'QLL 9RE1No OR 72 LOUIS STREET AND. \ srarEN ISLAND.NY 103D4 AOCSTING Wit.D taut(TYP.) -1. PARKING REQUIREMENT 917-750-5387 °� cqD TO MIFDU TENANT-OCCUPIED 2 SA 1 DWELLING UNIT Ra"AD TOR[RETALIATION OF NEW STALL/1 TAX MAP NUMBER....DIST.1000.SECT.106.000,BLOCK ML*M W Is:SHEETwc) (CH. 280. ARTICLE VI, §230-28) 06.00,LOT GDI.GDD LIM Of oaTutmulxa .)a GROUND SITEX (10 DWELLING UNITS) = 20 STALLS SITE AREA....."""""'179,07J SF(4.11 ACRES) ZONING..................... Mil INDUSTRIAL PARKING PROVIDED / 7-e� o $ \ \\ \ ,k -.•. , REGULAR STALLS = 18 STALLS USE....__....................HOTEL/MARINA HANDICAP STALLS = 2 STALLS TOTAL = 20 STALLS SITE CIVIL ENGINEER: QR EXISTING SHED TO BE R N \\\ \\ '\\ \ DISTURBANCE WITHIN AREAS HAVING SLOPES >/= 20% L I I iii L.K.MCLEAN ASSOCIATES,P.C. \\1, \�,�1,1 \,11t ' E7=m lstn AREA OF SITE= 179,031.E SF coNsamo Om® .1.san uw.�r o. a::ww.T.„.rac.T,.,a -m ` j aWIFAG TG fRx.D1 AREA OF EXISTING SITE WITH SLOPES >/=20%= 57,272 SF 1 '' 1 I ` - PERCENTAGE OF SITE WITH SLOPES>/- 20% -31.99% n A,rmLArroN a rHE i Aw FOa ANr PEPSDN.uwass Acnrvo tm��EP„ ` ,!1 l( 17 iI I ` AREA OF DISTURBANCE- 60.000 SF `I 1 11'1) - ` (' PERCENTAGE OF DISTURBANCE 33.SX 0> OP A u ED AN�,'.ccr wO��a To xren m A--1 u r I II 1 ' \� rr M Cr+M3E n0.Awx"A FAN aEA1 e6 Na rH6 SEu aF w Ae6urE / //� / •�'.;4 1 III,t I1 I I i �- Z AREA OF DISTURBANCE LOCATED WITHIN AREA W/SLOPES >/= 20% = 7,900 SF eH:a...u_—mE AUE<:eo:ao„tnen E. —s —To EXIFTING\ I I 1 I I 1 I I 7 115 I I _ EAD PERCENTAGE OF DISTURBANCE LOCATED WITHIN AREA W SLOPES > 207 = 13.17% raS�HER Pere.H;P,—-1-.�E NOrATroN•nLrePr=n -FaLLc4.Eo e. / ' I PxoTEO�7IED DUfR/0�]wN,Vm BUILDING AREA LOCATED WITHIN AREA W SLOPES > /20% = 7,020 SF H'b EH scar+1.ANo 1NE o O�su:.i u—M A.A sPEca�c I / % t I I IXISTING ONE STORY mt ROTE TmI / /= oEsrnw,mH of THE uTEPA1Kx. a�TH . s Arm !* PERCENTAGE OF BUILDING AREA LOCATED WITHIN AREA W SLOPES > 20% 1.8% �Ta+-%HE � H�n FORT«eaaRcr mo.,Ecr or,~_r ASA /�/ -DWELLING N REIdAIN / /_ _ *asu•-T u a+vr�.+�uu r+EwTNTw-ns �I ��/ /II / . ' ---. \ \ \� �\ I IIIII�I I I •i II I' `\ sueFc,�..�aw,l�rs+ ra�rrav A A rm - ooAsea� APPROXIMATE QUANTITIY OF EXCAVATJON Li / A6� y'r f I-I 't- I I'! II ` f1,200 CY ANroNe xmmc�T wPmeN wrrnanv or�u ue.Ecn v°cw+Es.rc f �' © L.K. McLFAN ASSOCIATES,P.C. PROJECT: TOWN OF SOUTHOLD h�4vso�4a ,� / �i • r �\ u¢wEnAND E roFa ,� E a / / / /�j / i' Gs�BU BUTTOCK COUNTY, NY LKHM PROPOSED HOTEL & �- f>✓i. '�'. \ 3Zz / r '� /�"/ %'!" "- MARINA I \ I /4 �, 40 — '//':/ j/ //i%/// / `: %'i \• \ `\ z Y 5505 MILL ROAD. C MATTITUCK,NY 1952 ISSUES/REVISIONS Il \ z fi a ca z x• %,,% /j/ / u;�D .\ \ f Description _411- \ <r z °Do selr4Ge` .tp i / . /i CpMC P No. Date \ \'IPR�SED \ , zy,•• J% /// / / / \. I I'. +\ 1 \ \ \1`• c"� Added Dislurbanae Calcs. 1 1/3/24 j BEDROOM +a r �/ / / 7 \ •:,1 ) O\ �h Updated u Layout `\ TTACE \ a o / //� /• �\ as Per 2 1/18/24 / •^"tr`Ajjf'nnrC ./ J''° Elnoil on 1-16-24 Added Marine Work 3 3 29 24 No 3 \ B(60G y^ 'i '� / T i y \' Updated Parking Layout 4 4/4/24 <. EXISTING ONE STORY \\\ \ DWELLING TO REMAINci \s \ P' 3�'FggNLY K_ ' w '0, it COUNTY V •� / w ,•5$/ tnI/ .� // r I/ '1 ,\c+2 N8�°C_"? Vi �J- �. ` \ \ , \,EXISTING ONE STORY b .� t•:", v ` \ \ :1:5 z..\\ DWELLING TO REMAIN' DRAWING TITLE: IT \ o F \ r-- PROPOSED SITE PLAN ,. C`t /� `�. \ SEAL & SIGNATURE: Design By: MF Drawn By: MF SITE PLAN �~ \\ tE Ns>y Approved By: CFD 4 * \\ \.� e A Jf ��, Scale: AS NOTED SCALE: 1'=30' Date: AUG.2023 0 o F7 ti o ;o oa File No: 23103.000 N M I tl '�' J.•� ' Tea - W Sheet No. viom oM C 1 N �S 10 < ruu.�Rur sz=•u .>. '� �� lo°oass°i I ' s saaezo�� II �194• ' �; RECEIVED MAY 2 4 2024 �' L.?io'ocfiordYofvn / PI—i"Bsard 1 i0 A. / LEGIENO CONCRETE CURB - •I�.. — — DROP CURB WALL EDGE OF PAVEMENT --OH— OVERHEAD WIRES / �� .' =•— GUY WIRE �� •"7 I CHAIN LINK FENCE FENCE OTHER 1 I CONCRETE m ELECTRIC CONTROL BOX 9 CABLE TV CONTROL BOX UTIUTY POLE / - _l•` �• '.:-.._�.� _ 1 SIGN a I - XQ: I Y a 1� O - TTFIF NOs m 9664-TLS •/ .0.. x CERTffTED TCIe t.. < AWC DOCKSIDE LLC THOMPSON LAND SERVCIES,INC. I Q STEWART TITLE INSURANCE COMPANY / MI L �'• TD BANK,N.A., It.su censor and/or ear assigns, v/ S �+ s their Interest may apps l,^y I o+ m a/ N 1. THE EXISTENCE OF ANY COVENANTS,RESTRICTIONS,EASEMENTS AND/OR I -- _ i�N RIGHTS OF WAY OF RECORD,IF ANY,ARE NOT SHOWN OR ADDRESSED. _ 2- PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS 1 SURVEY. 1 ;4f0: 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE Nor EXAMINED OR n 8 CONSIDERED AS PART OF THIS SURVEY. F 1 4. THE OFFSETS OR DIMENSIONS SHOWN FROM THE AND USE ES TO THE Op PR- OPERTY U 1 NES ARE FOR A SPE CIFIC PURPOSE AND us f E AND I THE REFORE 54 ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PLANTING AREA ADDITIONS TO CONST BUILDINGS OR ANY OTHER CONSTRUCTON. b O 1 i .! O W I i 1 1 5. LOT AREA 179.073 SQUARE FEET OR 4.1109 ACRES. �` O D .•i - N - I o" I i I OI I Z I w BY M e.s. Daffier ay.a y7—edb Cw. Barrett Bonacci& B�S�RY ,�.` tn Van Weele Pc I \ 1 ! ,6��A Tt•__ _ e .; a,` _. ^Engineers . Surveyors . Planners ` / 175A Comrnerce Drive Hae ppauga,NY 11700 a \ I �52.40 � a' r631.d35.1111 r 631A35.1022 I LD MILL a` ��. I ROAD ti\ �4`�• Tax Map:DISTRICT 1000 SECTION 106 BLOCK 6 LOT 1 p°O� caa••,,.;.aJr....,,...ywN:ya d eRq•+dM1 �b rnw,tl n PROPERTY b4i^nmdbi Mtd••Yat Sm �•.�cedrd.,,4.rLr! SRUATE MATTITUCK B rty od/venu.t,altrrv. and"c ru,n:dwdM a etiaml;w,m, . \:.:'�',,=:;'.}.:'.,•',..`:.,:;'.. ".. r.>.�...,.,,,� TOWN OF SOUIHOU) SUFFOUC COUNTY,N.Y. i' BOUNDARY �d :•'.t"t er�lar dWoT[MdN•»Va: >rt�b a` b�M� SURREY r 6001 b Wi dab�ws dyAary 20 22 BBV PC Dsre Srola Project Na. No. DECEMBER 5,2022 1"a 30' A220651 1 OT /r, DEPARTMENT OF THE ARMY NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING 26 FEDERAL PLAZA NEW YORK,NEW YORK 10278-0090 REGULATORY BRANCH October 2, 2024 SUBJECT: Department of the Army Permit Number NAN-2024-00729-ELO by Daniel Cooke Daniel Cooke AWC Dockside LLC 2661 NE 9th Court Pompano Beach, FL 33062 Dear Mr. Cooke: We have completed our review of Application Number NAN-2024-00729-ELO. Pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 USC 403), you are hereby authorized by the Secretary of the Army: ACTIVITY: Under the Authority of Nationwide Permit 3 - MAINTENANCE: Remove and replace approximately 160 linear feet of vinyl bulkhead ranging from 10 to 26 feet landward of the existing bulkhead. Under the Authority of Nationwide Permit 35 — MAINTENANCE DREDGING OF EXISTING BASINS: Maintenance dredge of approximately 140 cubic yards over an area of 1600 square feet to a maximum of 10 feet in front of the existing bulkhead and to a depth of 6 feet below mean low water. Dredged material to be placed landward of the sheeting with excess brought to an NYSDEC approved upland facility By Letter of Permission: Install a 4-foot (ft) by 40 ft aluminum gangway leading to a float comprised of a 6 ft by 102 ft section and 8 ft by 53 ft section with five (5) 4 ft by 30 ft finger floats supported by ten (10) guide piles. Additionally, install a 26 ft vinyl breakwater in place of existing bulkhead on the northern edge, as well as ten (1.0) new 35 ft mooring piles. The purpose of this project is to perform maintenance and improve existing marina. WATERWAY: Mattituck Creek LOCATION: 5505 W. Mill Road Marina, Town of Southold, Suffolk County, New York i - 2 - October 2, 2024 As this is minor in nature, authorization-may be by Letter of Permission. This is in accordance with current Federal Regulations governing work in navigable waters of the United States. To accomplish the coordination required, prior to the issuance of a Letter of Permission, your review of the enclosed drawings is requested. Pursuant to Section 307 (c) of the Coastal Zone Management Act of 1972 as amended (16 U.S.C. 1465 (c)(3)(A)), the applicant has certified that the activity complies with and will be conducted in a manner that is consistent with the approved state coastal zone management program. In order for us to better serve you, please complete our Customer Service Survey located at https://www.nan.usace.army.mil/Missions/Regulatory/Customer-Survey/. To allow for the timely processing of the subject application, your comments are requested within 20 days of the date of this letter. If you have any questions, please contact Matthew Look, of my staff, at matthew.look@usace.army.mil Sincerely, 2024.10.02 clkv� 14:04:14-04'00' Christopher W. Minck" Regulatory Subject Matter Expert Metro NY/NJ Section Enclosures USACE FILE NUMBER: NAN-2024- GRID NORTH ••�yw �o „ * •Soo O _ PROJECT • mom. • • * `" ' ' •' LOCATION Mattituck Inlet Mdttituck.�� Distris Fad �e °• wG0 Light N\ Jetty GP ,Oa Breakwater Beach �� ji�� — •• Lr O� District Park •<' ��� /� ���� "�• arty ►3 has N \\�, 1 —AL . •• .a�S I� `� • Captain Kidd `, o�I ,: t .• = a u. o ns Estates :. ' • :� .�1 Auo�E •°'� : l� •'F D; :;is:i''' �• ••!,' '•• •��. 111\ _ .0� � PA, r� o Tidal;:•':,, • • : •.•. .. 37 Flat:::::' ..•,..... , .�,-• •• .•...• • 63 k Aq •' Shore •'�j •• q0 �f • o $'o!f Pit �• • y •AVE• akg �P IF- Q ' ° •°� E �A O ' •'• O� ail m St • .Gwa x • . O 6 0 a 48 'Ee o Ole "` MIDPO Matta ° 68 e°BM ��"C. ALEMUE. ' f o \\ l� ... o e 45 i n T .,mtm 5505 W. MILL ROAD MARINA IMPROVEMENTS VICINITY MAP o 2000 L I I tit it SUFFOLK COUNTY 1" = 2000' MATTITUCK, NEW YORK APRIL 2024 LONGITUDE: —72.54969 EASTING: 1384536.701 L.K.McLEAN ASSOCIATES,D.P.C. LATITUDE: 40.00967 NORTHING: 310358.335 23103.000 423103.00 M.tVt..k Wt.—H.l.l\PnmWl \V may M.P.••9 USGS QUADS: MATTITUCK/MATTITUCK HILLS USACE FILE NUMBER: NAN-2024-00729 TOWN OF SOUTHOLD SHEET NO. DESCRIPTION SUFFOLK COUNTY, NEW YORK 1 TITLEERAIEEr JADE% k LOCATION MAP 3 DENEIM PLAN-0 4 TYPICAL SECTIONS-I 5 TYPICAL SECDONS-2 ,Of 800fy�lo f®� o�+Cam a PERMIT PLANS FOR 5505 W. MILL ROAD MARINA IMPROVEMENTS MATTITUCK, SUFFOLK COUNTY, N.Y. SEPTEMBER, 2024 PROJECT LOCATION Mottituck « :. Inlet B + ailie a y Mattiluck.p •'i"DIsTRc 5 LIRht \� Jetty - Breakwater Beach \�� 4'��`_ PREPARED AND DlsVict Park •party•' RECOMMENDED W. has N \\�/ \ TIDAL OAM- Captain Kidd �\��, Oil Vi ROBERTSTEELE P.E,-NYSPE Lic No.a77397 Estates..�' �� L.K.1 c&—AMCm...CIATES. C,P. .n •�i \ _ rmamo aoms ...oa d e \\ Op µOy Tidal:.` ,'�• ••••+• \ +sr Flat; •iT 63 y't Shore :. A Ea � f a u THE ISDI IROM LW OF TTE SWE OF NEW YOIW FROf®I9 •••• • `x ur ew•4, • �V'`$. 2' ANY PERSON FROM AUE1010 AwRow ON THE ORANIOS THIS PROAW is Locam N LNTIIIIIOf.NEW ROAN ALOND THE AND/OR 11E ACOOIPAM110 SPE7ilm0gl6,INlFSS II'S UNDER EE_RTTOI SLOE OF 1FE tNTiTlllmf NIQ. 11E NRFL'110N OF A lJliN®PROFF39m1A1.F1L0aEaC TLEERE .,ate n SUCH N ERMIIS AM WOE,TIE PROFEMIONAL L]LONEFR o^ WUST Semi.SEAL.DATE AM DESCRUE THE RU EXTENT OF 1-2.0w TIE ALTERATION ON THE DRWINQ NO/OR N THE MVMF C/0gN •y'C (NVS EA lA/SECTION 7100-2)• LOY wDEi In nrmme USACE FILE NUMBER: NAN-2024-00729 BULKHEAD TO BE EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED BULKHEAD APPROXIMATE SUFFOLN SET BACIK. TO EF'ATION-B.BB MAX(B'BELOW N.LWJ.APPROKIMA711Y FI.00O COUNTY TAX MAP LINES OWNER: CHARLES CARAF IS DISTANCE VARIES 1'670 CY*OVER AN AREA OF 3,340 SFl.SEE SECTION A-A CHANFEDENEL AL (TYP.)NAVIGA N �y — &MAUREEN CARAFILS 28'i TO 10'i FACE OF EXISTING TIMBER CHANNEL(TYP.) EBB— ADDRESS:2275 NAUGLES DR 10'WADE AREA(t140 CY OVER BULKHEAD(TYP.) 31.6HO SF) A BE INgDF OVER WEMNp LAIR MATITEU .NY 11952 6'WIRE _ DREDGED 70 A MA%DD'TH OF 6' SCTY TIMBER 8'WIDE TIMBER BELOW M. [EL-6.68)TO LINE EQUAL TO FACE OWNER:STRONG$tY6T WILL LLC f1000-099.00-04.OD-0T3.000 FLOATING fLGTNG DOCK BELOW M SOIL EL-WAS TO OF E705IING BULKHEAD ADDRESS:5675 MILL RD DOCK 4'WIDE,30' FROM BEHIND THE BULKHEAD MATTTIUCK.NY 11952 LONG FINGER SCTM DOCKS(TYP) S.H.W.-3.223 N.H.W.0 2.223 11 DOO-106.G0-06.00-002.000 (9)15'X35' EXISTING BULKHEAD i0 BE *80 WIDEiz� M.LW. -2.883 SIPS REMOVED FOR INSTALLATION OF FEDERAL NAVIGATION CHANNEL A NEW BULKHEAD(3160 LF) 1B't 6'WIDE 994 E CCA DECKING CCA DECKING (3596SF)__ SEE SECTION C-CP12Po�m 70'MAX I2 MAT T KC REEKEiSEcnox SF) VINYL B=FAKWAIER f023 *� B� OUYKN`-p 3 p0� 6gM 7RETURN - •160'i '.7+,, $8'-9'i w•O f' g��- '•y'� '•`�•• WOOD BULKHEAD 6' 0 O '•� - �B LKHFAD.• •J:.. RENRN:. 10'-2'i - - 5'-D•i D �7•gAp9 /�a 35'LONG CRE7DRNEART' L % PROPOSED SILT OWNER:AWC DOCKSIDE L.0 TIMBER PILE WITH B• 4'WIRE&40 LONG•., 26'MITTL SHEET TO BE l `, -- ADDRESS:NA � FENCE(7yp,) MATIITUCK,NY 17852 / /�� SHORECUARO SC-950 - O WIN.TIP o 6'O.C. GANGWAY(TYP.) _V�� ..SERIES NML SEAWALL \:�� a SCLM H000-tofi.00-o9.00-001.000 .../. _ i%SHEETING OR APPROVED „ - .�' _.• SPREAD EXCESS FILL AND RASE GRADE APPROXIMATELY 12• _ (3465 CY GVFR AN AREA OF 12.535 SL) 'i ,�EQUAL(ttPJ,. --- - _ .. j o "LIMITS OF GRADING& = EXSTING BULKHEAD TO ,,GROUND OISNRBANCE(TwJ '°'. 1 ,; •' REMAIN AND BE CTONCTED� PROPOSED PUMP-OUT TRUCK RING (1.000 GAL CAPACITY W/POTABLE 1. THE CONTRACTOR SKULL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO PLAN EXISTING VINYL WATER WASHOUT) BULKHEAD TO REMAIN OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. SCALE 1170'(B)' 11) u 2 ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF TIRIS PROJECT SHALL BE COMPLETELY REMOVED FROM THE ADJACENT AREA(UPLAND)AND REMOVED TO AN APPROVED UPLAND AREA FOR LEGEND 10'WIDE AREA(t140 CY OVER 31.600 SF)Ti DISPOSAL NO THE IS PERMITTED IN WETLANDS AND/OR PROTECTED BUFFER AREAS. TO BE INCIDENTALLY DREDGED M A MAX DEPTH OF 3. PRIOR TO REMOVAL.OF EOSTNG BULKHEAD(S),SOIL LANDWARD OF BULKHEAD SWILL BE EXCAVATED LIMITS OF CPA"&GROUND DISTURBANCE KMT@ B'BELOW MEW.(EL-B.BS)TO RETIOEVE SOL AND RETAINED AS NOT TO ENTER THE WATERWAY. WHICH WAS LOST FROM BEHIND THE BULKHEAD 4. CONTRACTOR SHALL BACIMLL PROPOSED BULKHEAD WITH SUITABLE ONSIIE MATERIAL FEDERAL NAVIGATIONAL D"EL 5. CONTRACTOR SHALL RESTORE ANY DLSRIRBED AREAS IN KIND. EXCESS FILL TO BE SPREAD USED TO RAISE S. THE CONTACTOR SIU11 INSTALL IURBi01TY CARMAN ON THE SEAWARD SIDE OF THE EXISTING ———— APPROXIMATE SUF7DIK COUNTY TAX MAP LINES ,•',_:©'•:ti,•.,` GRADE 312•(3485 Cr OVER AN AREA OF BULKHEAD BOOR TD REMOVAL APWRO)OMTELY 12.535 SF) 7. EXCAVATED SOIL FROM BETWEEN THE EXISTING AND PROPOSED BULKHEADS SMALL BE STOCKPILED .�TTT PROPOSED BULKHEAD(SEE TYPMAL SECTION) o AND DEWATERED WHERE SHOWN ON THE SEDIMENT CONTROL PLAN.SUITABLE EXCAVATED MATERIAL PROPOSED PUMP TRUCK(1,000 GAL SWILL BE USED M ELEVATE THE PARKING LOT AREA LANDWARD OF THE PROPOSED LZ LITTORAL ZONE ® CAPACITY W/POTABLE WATER WASHOUT) BULKHEAD.EXCESS MATERIAL SHALL BE SPREAD AROUND THE SITE OR REMOVED AND LEGALLY e DISPOSED OF AT AN NY9)EC APPROVED UPLAND FAgLtt,ACCORDING TO THE PLANS OR AO.B.E 0 PROPOSED 1I118Eii FLCATING DOCK B. SECTION A-A.INSTALL 160f LF OF NEW SHOREDUARD SG-950 VINYL SHEETING WHERE SHOWN ON (1,635 SFi TOTAL) PLAN.TOP OF PROPOSED BULKHEAD 94AL BE INSTALLED A MAXIMUM OF 1.8'HIGHER TIAN PROPOSED 40'LONG GANGWAY EXISTING.THE NEW BULOIEAD IS PROPOSED TO BE INSTALLED IV TO 26'LANDWARD OF EXISTING. APPROXIMATELY 1.670 CY OF MATERIAL OVER AN AREA OF APPROXIMATELY 3A40 SF SHALL BE MOORING PILE REMOVED FROM 7HE AREA BETWEEN EXISTING AND PROPOSED BULKHEADS.APPROXIMATELY 140 CY RElA90N5 Ammar OVER AN AREA OF 1.600 SF SCULL BE INCIDENTALLY DREDGED M RETRIEVE SOIL WHICH WAS LOST ® PROPOSED CCA TDRIER DECKING FROM BEHIND THE BULLHEAD.*465 CY OVER AN AREA OF APPROXIMATELY IZ535 SF SHALL BE (1.925 SFi TOTAL) TOWN OF SOt1THOLD SPREAD LANDWARD OF THE PROPOSED BULKHEAD WHERE SHOWN ON THE PLAN.THE PROPOSED _3— EXISTING CONTOUR SUFFOLK COUNTY NEW YORK GRADES SMALL BE RAISED BY APPROXIMATELY 12•.APPROXIMATELY 1.345 CY OF MATERIAL WALL BE $SOS W.MILL ROAD • REMOVED AND LEGALLY DISPOSED Of AT A NYSOEC APPROVED UPLAND FACILITY. PROPOSED SILT FENCE MARINA IMPROVEMENTS �$ S. SECTION B-B:INSTALL NEW 29®•CCA TREATED TIMBER DECKING WHERE SHOWN ON PLAN. EXISTING BULKHEAD,ANCHORAGE SYSTEM.AND PILES TO REMAIN. D° PROPOSED TURBIDITY CURTAIN SECTION C-C:INSTALL NEW 26'-0•VINYL BREAKWATER IN PLACE OF EXISTING Timm BULKHEAD. ITEM 1DEC-TIC GENERAL PLAN 70 0 70 140 1. BEARINO AS SHOWN ARE IN NEW DATUM: L.K.McLEAN ASSOCIATES.D.P.C. YORK STATE PLANE COORDINATE ADJACENT WATER BODY: ®.� m ^ SYSTEM HAD 1983, LONG ISLAND SHIM:3.223 o ZONE. MHW:2.223 MATTITUCK CREEK a+r•a m KJY a ua AS NOfEO SCALE IN FEET 2. ELEVATIONS SHOWN HEREON MLW: -2.863 0.�m RAC ar SNP•2024 2 or B �a REFERENCE NAVE 1988. ,...,m RAS ..2310&000 USACE FILE NUMBER: NAN-2024-00729 EXCAVATE SOIL BETWEEN EXISTING AND PROPOSED BULKHEAD TO ELEVATION-8.86 MAX(S'BELOW M.LW.). FACE OF EXISTING APPROXIMATELY 1.670 Cft OVER AN AREA OF 3y40 SFf.SEE SECTION A-A. TIMBER BULKHEAD(TYP.) 4'WIDE,30'LONG OWNER: CHARIES CARAFOS NE MAUREEN CARAFDS FINGER DOCKS(TYP.) ADDRESS 2275 NAUGLES DR 6'N70E 71MBER A IV WIDE AREA(t140 CY OVER t1,600 SF)TO MATTITUCK.NY 11952 FLOATING DOCK B'WIDE TIMBER BE INCIDENTALLY DREDGED TO A MAX DEPTH OF SCI1J/1000-0119.00-04.00-023.000 FLOATING DOCK 6'BELOW M.L.W.(EL-8.86)TO RETRIEVE SOIL PROPOSED MOORING WHICH WAS LOST FROM BEHIND THE BULKHEAD ` PILE(TYPJ (9)157K35•SUPS EXISTING BULKHEAD TO BE FOR NSTALLATION BULKHEAD TO BE SET BACK. NEW,I RBULKHEAD(3160 LF) OF DISTANCE VARIES 26•t TU 10't 160'J:— S.H.W.-7.22t OGD N.H.W. 222f �_ _ M.L.W. -286t CBS -�_ C IV MAX. LZ M A T TIT U —�— - PROPOSED 26'-0' _ VINYL BREAKWATER ,.C.. OQ) BOO r 14'-0' 102'f' 353 ] L RETURN - '1601i VINYL:'„• BULXOIEAD 10'-0'RETUfFN ���•— .: .& GRAVEL..• .PROPOSED SILT 35'LONG GREINHEART TIMBER �PILE FENCE ') WITH e'MIN.TIP O B'O.C.••••• •.� 4'WIDE h 40'LONG _ ._ 26'VINYL SHEET TO BE SHOREGUARD SPREAD EXCESS FILL AND RAIS GRADE APPROXIMATELY _GANGWAY(TYP.) n SG-950 SERIES VINYL SEAWALL SHEETING 12'(*465 CY OVER AN AREA OF 12,535 SF)•^ / __- - 'OR APPROVED EQUAL C".) NOTES- 1. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND PROVIDE TWO WEEKS NOTICE TO UNITS OF GRADING A, OWNERS/OCCUPANTS IN THE VICINITY OF THE PROJECT LIMITS. �• i/ / GROUND DISTURBANCE(IYP.)—J ` n 2 ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS PROJECT SHALL BE COMPLETELY o REMOVED FROM THE ADJACENT AREA(UPLAND)AND REMOVED TO AN APPROVED UPLAND AREA FOR SCALE 114V(63'a II) LEGEND 10'WIDE AREA(l/4O Cr OJFIt t1,600 SF) DISPOSAL NO OEBRL9 IS PEWITTM IN WETIANDS AND/OR PROTECTED BUFFER AREAS. ®TI BELOW INCIDENTALLY DREDGEDm OF 3. PRIOR TO REMOVAL OF EXISTING BULKHM),SOIL LANDWARD OF BULKHEAD SHALL BETID BE E EXCAVATED AND RETAINED AS NOT TO ENNfIEEIR2 THE WATERWAY. LIMITS OF GRADING R CRWNO B6IIIBBATMEp., RETRIEVE SOIL 3 4. CONTRACTOR SHALL BACIOILL PROPOSED BULKHEAD WITH SUITABLE ONSI E MATERIAL.. WHICH WAS M.L.W.L a FROM BOND THE BULKHEAD 5. CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS IN KIND. FEDERAL NAVIGATIONAL CHAFINEL y 8. THE CONTRACTOR SHALL INSTALL TURBIDITY CURTAIN ON THE SEAWARD SIDE OF THE EXISTING EXCESS FILL TO BE SPREAD USED M RAISE 5 BULKHEAD PRIOR TO REMOVAL. —— APPROXIMATE SUFFOLK COUNTY TAX YAP LINES L�'�,_: *.,,•.; GARDE t12'(t465 CY OVER AN AREA OF 7. EXCAVATE]SOIL FROM BETWEEN THE EXISTING AND PROPOSED BULKHEADS SWILL BE STOCKPILED mrmrmrmJ4 PROPOSED avuTNEAB(SEE rip,x SECTION) APPROXIMATELY 12,535 SF) AND DENATERED WHERE SHOWN ON THE SEDIMENT CONTROL PLAN.SUITABLE EXCAVATED MATERIAL SHALL BE USED TO ELEVATE THE PARKING LOT AREA LANDWARD OF THE PROPOSED PROPOSED PUMP-OUT TRUCK((1,000 GAL BULKHEAD.EXCESS MATERIAL SMALL BE SPREAD AROUND THE SITE OR REMOVED AND LEGALLY LZ LITTORAL ZONE ® CAPACITY W/POTABLE WATER WASHOM S DISPOSED OF AT AN NYSOEC APPROVED UPLAND FACILITY,ACCORDING TO THE PLANS OR AO.B.E PROPOSED TBIBER FLOATING DOCK 8. SECTION A-A.INSTALL 160t LF OF NEW SHORECUARD SG-950 VINYL SHEETING WHERE SHOWN ON O (1 6ss SFt TOTS /FIVE RAIBf PLAN.TOP OF PROPOSED BULKHEAD SWILL BE INSTALLED A MAXIMUM OF 1.8'HIGHER THAN EXISTING.THE NEW BULKHEAD IS PROPOSED TO BE INSTALLED 10'TO 26'LANDWARD OF EXISTING. FEMME= PROPOSED 40'LOW GANGWAY a' APPROXIMATELY 1,670 CY OF MATERIAL OVER AN AREA OF APPROXIMATELY 3,340 SF SHALL BE .E REMOVED FROM THE AREA BEATEN EXISTING AND PROPOSED BULKHEADS.APPROXIMATELY 140 CY MOORING PIE OBOtUIOF rr•iv+.n OVER AN AREA OF 1.600 SF SHALL BE INCIDENTALLY DREDGED TO RETRIEVE SOIL WHICH WAS LOST FROM BEHIND THE BUKLNEAD.t465 CY OVER AN AREA OF APPROXIMATELY 12.535 SF SHALL ® PROPOSED CCA TIMBER DECKING REVISIONS g BE SPREAD LANDWARD OF THE PROPOSED BULKHEAD WHERE SHOWN ON THE PLAN.THE (1.998 SFt TOTAL) TOWN OF SOUTHOLD PROPOSED GRADES SWILL BE RAISED BY APPROXIMATELY 12'.APPROXIMATELY 1,345 CY OF —3— EXISTING COHIOUR SUFFOLK COUNTY NEW YORK MATERIAL WILL BE REMOVED AND LEGALLY DISPOSED OF AT A NYSOEC APPROVED UPLAND FACILITY. 3505 W.MILL ROAD 9. SECTION B-B:INSTAL NEW 2 X8'CCA TREATED TIMBER DECKING WHERE SHOWN ON PLAN. PROPOSED SILT FENCE MARINA IMPROVEMENTS u° EXISTING BULKHEAD.ANCHORAGE SYSTEM,AND PILES TO REI MN. e' 10. SECTION C-C:INSTAL NEW 28'-0•VINYL BREAKWATER IN PLACE OF EXISTING TIMBER BULKHEAD. PROPOSED TURBIDITY CURfMN_3 GEM IDEC-TC GENERAL PLAN 2 40 0 40 80 1. BEARING AS SHOWN ARE IN NEW DATUM: LL.K.McLEAN ASSOCIATESvO.P.C. YORK STATE PLANE COORDINATE ADJACENT WATER BODY: .o asas. SYSTEM HAD 1983, LONG ISLAND SHIN:3.22t ZONE. MHW:2.22t MATTITUCK CREEK "•�* NJYHOTEO SCALE IN FEET 2. ELEVATIONS SHOWN HEREON MLW:—2.86t o.,A. RAC ur SP.2024 3 0I 6 e REFERENCE NAVD 1988. ,..,.,.,. RAs �...23103.000 USACE FILE NUMBER: NAN-2024-00729 ________________________ ______________------------RBE8_WA- _____________ --------------------------------tEDERAL�InvlcAnox------ M ------------ - 18_GTRFDF]31 --------------``--------------_ --------------------------------------------cHANHD:------ ---- ----------DIIS_IINC ____-- 64_LV.TIExT h__ 2a10'G9EENNEABL - 4 _______------____ _ _ __________�URD_ CDNNEFTIOtl�Y_e'_9&�__ ___ _ 3xB INTERIOR_GREEIHEART_ __ _ PIDPOSED_71MBER.FIDATINO pO(1(________________________ ,o _ ____ ____ ____ __ _ ___________ _________________ ___________________ ___. 39'-6't __ ___ _ __ _ __ _ ____ ECKIN PROPOSEIT TOP-OFMCKREAD-EL-EEDOf___ _ e ___________ _____ ___________________ ___. _ _____ -0 _ ______ ____ ___________ ---(RESTORE IN__________ _ __ ________ __G INAfCH F1ECAnON Of'MJA2FNi_BUL7(MEA]___ _ SYSTELL WNH.UNTREATED _ __________A� KIND TIE-ROD-EL 5,58t - _ ___ _ _______ _______ MEET _ _ _ __ ___ _EXISTING l:• Z, 7. 5 .p 'r _ _F -M-HW.EL-232£- � � CRC______.( e _______ _____ _ 1 _ �1¢ __ __ ____________ _ _ 1 _______ ♦sue-� ?4�.a-+ 4 �•• _ �� ___ I 11 �_� r RETJOVE 7iflD rnsPaSE-OF- ____________ TIE ROD-Et..-730t P,1'�3,6ECRIH6-----______ rNG ----------------------------------- —>; ---------- ---- --- ----------------- -------------- _ — ----------------- ��fl000S RONiIIONTAL 4TDIIIHEIRr _______ _ -DICNFlLLIVRR SYIRAR� 4 -------------�S���� . :;^;_ _MAX-__ YLW BELOW � _____MINIMUM OF 10 IDNG_[$EE UOG_�_U_Y__________ IDGJ)ETM)__________ ____ __________3�556.`_CALV DG_ -9- , _________ __._GROUND II._YARIES.FROLL m -_-_-_--_--_----_-_-_-_-_-__-_----------__------ -- --------Taw.&NE-:m!INB'SN__--- ---- ------_-_-_-_ _ -_---- __ _---___=MIN RLnU.08i--- _ ____ _WALE UOP_OF-WALE.EL 1dOtJ___ __ _ _&98t ___ _ _ ______ __T0'"WIOE_AREAA-(f140 W TIVER-AN 7YB:A-D_F� __ ___ _ --------------------_____ ___ _ ___ _ ____ }1.fi60a=5FET0=9E]FDEA7�iLLLY DREDGED E OF PIFOPO5ED 3NEEfINOT¢=BE __ _ VARIES 10'TO.___ _. __________SQA-MAXDEMLOF_Q:-BDOW.N.LW..(EL__ _M ----------------ITWHM PILE Y JI_9.O-WIQ1-______L __IN$TAU.ED_16.28 IdNDWARD9F.ELI aY7ING---- _ --- 26' •--- _ ____________r889t)IO RETRIEVE SOIL WHICH-WAS-O.ST __MU6YULL TIE 10.'_______ _ __ __ _________FROY.BEILND_THE-BULKHEAD________ _______ ________________________-___ _ SEE GENERAL. _ _u _____________________________________ B -VINYLES______________________________ _ _ ___-INTO_SFAWNLStRMEDNG_CR.APP80'FD_EOUAL__ plµ .___ _.___tiNli'S OF IXGVAnON-(T_0______. _____ __ ____________ _ :WA ON-B.Se MX___________________________ __ _______ _ ____ _____1____________________ROD_hJDONNECTI0N5_C Ji_O.C.__ 30�_0• __ ____________ ___SEE NOTE B _______J3 8 _______________ _u _______________________________________________________________________ _ ____________ _ _ __________________ _ __�. _____________________________�S�LDflf GREfNHFl1R[TIIIBEFC PIS __ ______ ___ __________________________ _ _ ____ __________ GVATE SOIL BETWE73!'ETOSTIRr; uW.)E POSED__ _ ______________________YRIHJi.MIN.DP_9_8_9,fi___ =&88W_%_C'_8EL0_W N.L_W_.L•M_PBOXINATELY 1870 CYt___ W _ AEMONE A_NDJEGALLY-9l?POSE OF ________OVEFLALAIiFA.OF_3.74 - _(NE'dl_VItOL8Ul141EAD_TD9EJNr*A -_ .m ___________________________________________________________FXISfINO ANCHORAGE_SYSTELI---------------f0_TD_28_LANOWMO_OF_TBE.EXISTING.RUDER BULIQIFAD)________ SECTION A—A x SG-950 VINYL BULKHEAD (INSTALLED 26' TO 10' LANDWARD REMOVE AND REPLACE OF EXISTING TIMBER BULKHEAD) E]OSfMc TIMBER DECONG g WTTH NEw 2'Ae'CG SCALE 1'-12'(e.s'x117 TINEATED TIYBFA DECKING ', NOTES, WHICH WAS LOST FROM BEHIND THE BUKLHEAO.t465 CY OVER AN AREA OF • I (t1.998 SF I ) APPROXIMATELY IZ535 SF SHALL BE SPREAD LANDWARD OF THE PROPOSED 1. ALL PROPOSED SHEETING SHALL BE INSTALLED TO THE SPECIFIED LENGTHS BULKHEAD WHERE SHOWN ON THE PLAN.THE PROPOSED GRADES SHALL BE RASED S.H.W.EL 3.22i UNLESS OTHERWISE APPROVED BY ENGINEER BY APPROXIMATELY 12•.APPROXMATELY 1,345 CY OF MATERIAL WILL BE REMOVED fi �I it Y.M.W.0.2.22t 2. ALL HARDWARE SHAY BE HOT DIPPED GALVANIZED. AND LEGALLY DISPOSED OF AT A NYSOEC APPROVED UPLAND FACILITY. 3. FIRST 18'OF SEAWARD END OF TIE ROD SHALL BE COATED WITH COAL TAR 9. SECTION B-Eh INSTAL NEW 2'}8'CIA TREATED TIMBER DECKING WHERE .0 1 I� EPDXY, SHOWN ON PLAN.EXISTING BULKHEN7,ANCHORAGE SYSTEM.AND PILES TO REMAIN.'rlT I� 4. CONTRACTOR SHALL VERIFY LOCATION OF ADJACENT PROPERTY LINE PRIOR TO EXISTING INSTALLING NEW SHEETING. GROUND I I Y.LW.EL-2.BBt 5. ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A NYSDEC APPROVEDY KA� UPLAND FACILITY. IT. SIZE AND LOCATION OF EXISTING ANCHORAGE SYSTEM IS UNKNOWN. I ( CONTRACTOR SHAH FIELD VERIFY. 7. DREDGE MATERIAL.SHALL BE PLACED ON ADJACENT NAND TO RASE EXISTING y� n. ADJACENT AREA CONTRACTOR SHALL DREDGE AOP.E TO A MAX ELEVATION OF u EXISTING TIMBER -8.88!TO PROVIDE ADEQUATE DEPTH FOR PROPOSED FLOATING DOCKS. REVISIONS $ II BULKHEAD AND & SECTION A-R INSTAL 160t LF OF NEW SHORECUATD 91-850 VINYL SHEETING TOWN OF SOUTHOLD PIES TO REMAN WHERE SHOWN ON PLAN.TOP OF PROPOSED BULKHEAD SHALL BE INSTAl1ID A SUFFOLK COUNTY NEW YORK MAXIMUM OF 1.B'HIGHER THAN EXISTING.THE NEW BULKHEAD IS PROPOSED TO BE 5509 W.MILL ROAD INSTALLED 10'TO 26'LANDWARD OF EXISTING.APPROXIMATELY 1.970 CY OF oa MATERIAL OVER AN AREA OF APPROXIMATELY 3,340 SF SHALL BE REMOVED FROM MARINA IMPROVEMENTS THE AREA BETWEEN EXISTING AND PROPOSED BULKHEADS.APPROXIMATELY 140 CY c_N OVER AN AREA OF 1,S00 SF SHALL BE INCIDENTALLY DREDGED TO RETRIEVE SOIL TYPICAL SEC11ON-1 s° SECTION B—B 1. BEARING AS SHOWN ARE IN NEW DATUM: L.K.McLEAN ASSOCIATESgD.P.C. n`g YORK STATE PLANE COORDINATE ADJACENT WATER BODY: „ REPLACE TIMBER DECKING (11,998 SE) SYSTEM HAD 1983. LONG ISLAND SHW: 3.22t dr. KJM AS NOTED SCALE 1'-12'(8.5%117 ZONE. WNW:2.22t MATTITUCK CREEK 2. ELEVATIONS SHOWN HEREON YLW:-2.88t n—e. RAC or sEP.2Dz4 A«D e REFERENCE NAVO 1988. ww.r m. RAS �.a 2SfoS.aoO USACE FILE NUMBER: NAN-2024-00729 NOTES. 1. SECTION C-C:INSTALL NEW 26'-0'VINYL BREAKWATER IN-PLACE OF EXISTING TIMBER BULKHEAD. B'7(B'GREFNHEART TIMBER WALE PROPOSED NNri 3'4'GREENHEART SCTM f100-1oB-0B-001 SHEETING TOP 61P Aur. S'XB'GREENHPUR TIMBER WALE EXISTING GROUND PROP.EL�B.00ih 1— — S.H.W.EL-3.223 NAffiICK CREEK _ (HOR1N sIOET I1M.L.W. -2.86t 4 1 REMOVE EXISTING TIMBER BULKHEAD i EXCAVATE SOIL BETWEEN EXSTING AND PROPOSED BULKHEAD TO ELEVATION—B.86 MAX(6'BELOW M.LW'.). APPROXIMATELY 1,670 CYt OVER AN AREA OF 3,340 8'TIP GREENHEART SFL(NEW VINYL BULKHEAD TO BE INSTALLED 10'TO TIMBER PILE O 8'O.C. 26'LANDWARD OF THE DUETTING LNG TIMBER BULKHEAD) REMOVE E%LSTING ANCHORAGE SYSTEM PROPOSED TIYIREt FLOATING DOCK SYSTEM WITH UNTREATED DECKING - �Y RA16 SECTION C-C SLOTTED VINYL BREAKWATER (INSTALL NEW 26'-0" VINYL REVISIONS BREAKWATER IN-PLACE OF EXISTING TIMBER BULKHEAD) TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK SCALE 1--12'(8.6'XI17 DSOS W.MILL ROAD E= MARINA IMPROVEMENM ^0 5 TYPICAL SECTION-2 ° r2*. BEARING AS SHOWN ARE IN NEW DATUM: L.K. CLEAN ASSOCIATES,D.P.C. YORK STATE PLANE COORDINATE ADJACENT WATER BODY: .SYSTEM HAD 1883. LONG ISLAND SHIN:3.22tZONE. MHW: 2.22t MATTTTUCK CREEKKJY a.y. A5NOTED ELEVATIONS SHOWN HEREON MLW: -2.862 0.,4 RAG 2ou 6 OF 8 e REFERENCE NAVD 1888. .,.._.�. RAS r 23103 1 J i UI Alk A L. K. McLean Associates Engineering & Surveying, D.P.C ❖ 437 South Country Road • Brookhaven a New York a 11719 (631)286-8668.FAX(631)286-6314 •'v 25 Newbridge Road • Suite 212 • Hicksville a New York . 11801 https://www.lkma.com ROBERT A STEELE,P.E.,PRESIDENT and CEO E v E Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT CHRISTOPHER F.DWYER,VICE PRESIDENT TEVEN W.EISENBERG,P.E. KEITH J.MASSERIA,P.E.,VICE PRESIDENT 0ANDREW B.SPEISER MATTHEW JEDLICKA,LEED AP,PRINCIPAL IVAR 331 VINCENT CORRADO,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KEVIN J.PETERMAN,P.E. CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER t RA M.O'NEILL,GISP,MBA Southold Town Board ., Trustees March 28, 2025 Town of Southold, Suffolk County,New York Southold Board of Trustees PO Box 1179 Southold,New York 11971 Re: Wetland Permit Application 5505 W.Mill Road Marina Improvements LKMA#23103.000 Attn.Elizabeth Cantrell: As Consulting Engineers for the Daniel Cooke;the property owner,we are submitting on their behalf a fee for an improvement project at the above referenced site.Enclosed herewith for your review is the following. • $1,250 permit application fee. If you have any questions please-call the undersigned. Very truly yours, L.K.McLean Associates Engineering&Surveying,D.P.C. Keith J.Masseria,Vice President Cc: Daniel Cooke,Owner Established 1950 Board "Trustees Application GENERAL DATA Land Area(in square feet): 179,032 SIF Area Zoning:: MII Industrial Previous use of property: Waterfront/Marina Intended use of property: _Marina__ Covenants and Restrictions on property? Yes =O_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? ✓ Yes nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? _❑_Yes _✓ _No If"Yes", please provide copy of decision. his project re any demolition as per Town Code or as determined by the Building Dept.? ✓ Yes N0 Does the structure(s) on property have a valid Certificate of Occupancy? Yes_D_No Prior permits/approvals for site improvements: Agency Date NYSDEC( 1-4738-00032/00004) 2/22/21 NYSDEC( 1-4738-00032/00007) NO-Jurisdiction as of 3/23/22 - Town Trustee Permit#511 8/20/2014 ELNo prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?-z—No ❑ Yes If yes, provide explanation: Project Description use attachments if necessar Install±160 LF of bulkhead 10'_26'landward of existing bulkhead. Existing timber decking replacement with new CCA decking(±1,988 SF).Install 10 new mooring piles,10 new guide piles,and floating docks(1,635t SF). Excavate±1,670 CY of material between,existing and proposed bulkheads.±140 CY to be dredged a max.of 10'in front of existing bulkhead to remove soil that was lost from behind the existing deteriorated bulkhead. Board r `Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Install±160 LF of bulkhead 10'-26'landward of existing bulkhead. Existing timber decking replacement with new CCA decking(±1,988 SF).Install 10 new mooring piles,10 new guide piles,and floating docks(1,635±SF). Excavate±1,670 CY of material between existing and proposed bulkheads.±140 CY to be dredged a max.of 10'in front of existing bulkhead to remove soil that was lost from behind the existing deteriorated bulkhead. Area of wetlands on lot: 0 __ square feet Percent coverage of lot:_0 Closest distance between nearest existing structure and upland edge of wetlands: � feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? 1,810 cubic yards How much material will be filled?_465 cubic yards Depth of which material will be removed or deposited: El- -8.86 feet Proposed slope throughout,the area of operations: <5% Manner in which material will be removed or deposited: Material will be removed and Stockpiled using an excavator.Approximately 1,670 CY of material is to be excavated between existing and proposed bulkheads.±140 CY of material is to be incidentally dredged a max. of 10' in front of the existing bulkhead to remove soil lost from behind the deteriorated bulkhead and provide safe mooring depths.±465 CY is to be spread around the site to raise the grade±12" Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): As a result of installing the proposed bulkhead 10'-26'landward of the existing bulkhead, approximately 3,340 SF of underwater land will be created. There will be no negative impacts on the tidal wetlands or tidal waters in this area or any areas adjacent to it. The timber on the floating docks is to be untreated so as to mitigate negative impacts on the wetlands and/or the waterbody. I Short Environmental Assessment Form Part 1 -Project Information Instructions for Comi letin� Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Daniel Cooke,AWC Dockside LLC Name of Action or Project: 5505 W.Mill Road Marina Improvements Project Location(describe,and attach a location map): West side of Mattituck Creek between Mill Road and Naugles Drive. Brief Description of Proposed Action: Install±160 LF of bulkhead 10'-26'landward of existing bulkhead.Existing timber decking replacement with new CCA decking(±1,988 SF).Install 10 new mooring piles,10 new guide piles,and floating docks(1,635±SF).Excavate±1,670 CY of material between existing and proposed bulkheads. ±140 CY to be dredged a max.of 10'in front of existing bulkhead to remove soil that was lost from behind the existing deteriorated bulkhead. Name of Applicant or Sponsor: Telephone: +1 (917)750-5381 Daniel Cooke E-Mail: daniel@cookeventures.com Address: 5505 West Mill Road City/PO: State: Zip Code: Mattituck NY 11952 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Town of Southold Trustees,U.S.Army Corp.of Engineers and ❑ Department of State 3. a.Total acreage of the site of the proposed action? 4.132 acres b.Total acreage to be physically disturbed? 0.5 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 4.132 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic m Other(Specify): Coastal Recreation ❑Parkland Pagel of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ✓❑ U NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ✓❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑✓ ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑✓ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed Elaction? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: N/A 7 ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the project site contain,or is it substantially contiguous to,a building, archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the. State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑✓ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? ❑ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: t160'of existing bulkhead will be removed and replaced with vinyl bulkhead approximately 10'to 26'landward of the existing face of hulkhead This work will ha Anna along tha Mattihick Crack Aa a raciilt of snil Insc hahind the Pxicting riPtPrinratPd hifthaarl it is necessary to dredge a maximum of 10'in front of the existing bulkhead to remove soil that was lost from behind the existing bulkhead. Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: mShoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional m Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? Northern Long-eared Bat,Pi... ❑ 16. Is the project site.located in the 100-year flood plan? NO YES ❑ ❑✓ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ El a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: N/A 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment:. N/A Z ❑ .1.9. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: N/A ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO_ YES completed)for hazardous waste? If Yes,describe: Z ❑ N/A I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Keith J.Masseria Date: Signature: Title:LKMA Vice President P.E. PRINT FORM, Page 3 of 3 y ~\ Wednesda'r\irch 20, 2024 9:28 AM EAF Mapper Summary Report Disclaimer: The EAF Mapper is a screening tool Intended to assist project sponsors and reviewing agencies In prepaiing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF question can Mapper.tie obtained by consulting the EAF Workbooks. Although 1 4 . , the!EAF Mapper provides the most up-to-date digital data available to 1, ct r` DEC,you may also-need to contact local or other data sources in order ar;5 +: >_ �y �� 1 to obtain.data not provided by the Mapper.Digital data is not a V r- r substitute for agency determinations. u a felon OIfID ., Iu Qsy�n;• P s •��� f p �° -xTOJoYYtO tse�'efran,: I tr a ms lj �. �.9 .r 7 r a1f17 an V ..- • 4-�, '. �/ . 11�rii � r • nor�lfsl�r X4- AD �t - 1/ { tj a ., .�,.. - a,r,,.. 9>•:g'w!t A.f/ as SoUIlcsc EsPf,Il1EFE�Gaiinlr UScS,tgitennap,INO FEtvlEtilT P h.' C�n,aE��i�ldiSar tv1EJI�Esf1. i] 1�1 EsriCt ;df11 ►U r�ti �k�i �� ( La E � - 1 #\tC9w a. yi ,C t � ' "�+ t.i. t G Y I •�q C I- 5 1 n � Cf ln�+(Hdi}g ICo'ijg) �sri:f 9� j E`sri{Thailaiid 11 �}gip' treet��lap confiibtYtors,,a�d ��I I ;,f, ; 0 p5 e,tr( l t i�tt'3 y�� �� nd-t a CIS �j• , r � , � a � .1 _ i `'t .4 �,a.J 11py-f L�r�i• ;. tJ�e:GIlJsztCominttn'y; ��'�� �ijsel; 'ch ')fEsl7 E(�E; d�minJ `,'{ S;,NPS U: �..��.17.�:�"".1'._'�,....tiK Y,.. Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State Yes Register of Historic Places or State Eligible .Sites], Part 1 /Question 12b -[Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or (Northern Long-eared_Bat, Piping Plover Endangered Animal--Name] Part 1 /Question 1"6,[100 Year Flood Plain] Yes Part 1 /Question 20'[Remediation Site] No I - Short Environmental Assessment Form - EAF Mapper Summary Report r j 1 1 APPLICANT/AGENT/REPRESENI'11TIVE TRANSACTIONAL DISCLOSURE FORM >The'Town of Soutliold's Code of Ethics nroliitiits contiicts of inte`resZ on tNe'oart'offown tiflieers and'ernolovees 7 heouoscof' ' ethic fornr;i§•to ornvide infoririation,which' r el_it the town of possible confiicts:ofinterost and allo-w_lt'to Api mliateveraction is iiec�essarii'toevoid sartie- .' .. .,. . YOUR NAME,, Daniel Cooke,AWC Dockside_LLC (L•ast name,first niime;4iiddle initiil;uplessyou ere applyinginfthc name of someone eelse'or other entity,such as a company.if so,indicate the other person's"or company's name.) , e NAME OF APPUCATION: (Check all that apply.). 'n Taz grievanix Building Variance - Trustee -Change ofZwne Coastal Erosion Approval of plst Mooring Exemption from plat or official map _ Planning „ Other (If"Other:',name the activity:) Do.you peroi illy(or through.your,"company,spouse,sitiling,Ypatent,or c-hil-d)have•u rflahon"ship with orry otf cer or employee of the Town of Southolde Reiatiodship includes hjy blood„marriage,or,usurers mterdst "Business interest"means a bustrtess, -, including#-partnership;rn which the town o ver or emp1l' has even a p3rhal ovrnershrp or(or eniploymerit by)a'corporpGori in•which thelown otlioer or'erirployee owns more than.5%6ftl4Shaigs. YES n-_ NO . If yeu answ6red"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person' - _.., Describe the relationship between yourself(the_applicant/agentfrepresentWve)and the town officer or errrployee.fiither check_ i fie appropriate line A}through D)and/or describe in the space provided. The town officer or employee-orhis or her spouse,sibling,"panefi oir child is(chedc_all that apply):; A)the_ownerof greatci than%of Wishares of the cot7wjrafe,stock of the applicantq. (when the appliaant is a corpo_iatron);,. B)the legal or beneficial owner of any rrest in anon-co rjarate,egtity(when tlie, Applicant is not a corporation);_2 C)an officer.director,partiw oremployee:of the applicant;or' theactuafapplicant. DESCRIPTION OF RELATIONSHIP '. Subm' ed is / d oA)& 20Lt :Signatu- Vi int Name :Goo 1f-tom Y Board Crtae�.tie,�s Appllication AFFXDAY�'T Daniel"Cooke, AWC Dockside,LLC u BEING DULY SWORN DEPOSES AND AFFIRMS TfIAT H&/SIIE IS THE APPLICANT FOR THI E;ABOVE DESCRIBED PERMIT(§)AND THAT ALL.STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST'OF HIS/AERJI NOWLrEDGE•AND,BELIEF.AND THAT ALL WORK WILL BEDONE IN THE MANNER SET FORTH IN TEiIS APPLIC�iTI�ON AND AS MAY BE APPROVED BY THE S.OUTHOLD TOWN BOARD:OF TRUSTEES, THE APPLICANT AGREES TO MOLD THE.'TOWN OF•SOUTHOLD AND THE BOARD,OF TRUSTEES HARMLESS AND-FREE FROM ANY AND ALL DAMAOEq AND CLAIMS ARISING UNDER OR BY°VIR-TUE OF SMDXERMYT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES',THEIR AGENT(S) OR REPRESENTATIVES:,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO W-PROPERTY TO INSPECT THE PREMISES IN'CONJUNCTIOM WITH THIS.APPUCATION, INCLUDING A FINAL INSPECTI4 I.. Y FURTHER AUTHORYZE.TEE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY-AND,AS RE -ti, D TO jNSURE COMPLIANCE WITH'ANY CONDITION OF ANY WETLAND,OR COASTAL EROSION PERMIT ISSUED BY THE:BOARD OF TRUSTEES DURING'THE TERM' OF THE PERMIT. dAp aI j i Sigtaatare&fProperty Owner Signature-of Propefty Owner SWORN TO BEFORE ME.THIS dV DkY OF 1 2 _ F Board ApOl dit ;on AUT C 1OZAT'ION ('�Vltere:tl�e ppt'cant ii llao#the°.oWnez) TN�e -i��niel;Ct�okQ;;�AV�1G�D�ckSi�s LLC:` + owners=of i'he-proper inhwGT u a So�tl�lc� -N�w�'.;Qrk,,`h�reliy;,autlao�2es� Keith J fNasseria'F' tr. of L.K MbLean°Assadiate ,D:P G., to Apt as.Yoy°agegttand'bandi0,411 zi c slaty torkuinvol�+eti vc� „the^applacat�ont,process;f6vperrmxt(g);froruj hold Town Board`'iaf Tzfasfee$ cir# is00per`,ry,.. f'iope ()-wner's S'griature No�e�y Owne�'s�Sgnature 2 SWORN TC .BEFf3E�v1�' ` IS LAY b , 6two. - 4 Notary 0lic• A , d IrOOP" Own�! 'iRf�+►w,Yo * ►Q� `ypu�ra►" i �1�� - t Boarc Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: Act /0� - 6 -� /o6 - 6 - 7 /06 -6 -1.3®y i06 - 3 49 - Lt STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public HEARING- NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: AWC DOCKSIDE, LLC SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME DATE OF PUBLIC HEARING:- Wednesday, June 11, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until , to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith,President ®F SU(�j� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®0� 54375 Route 25 P.O. Box 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 Oft N � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, JUNE 11, 2025 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL LOCATED AT 53095 ROUTE 25, SOUTHOLD PROJECT DESCRIPTION FOR: L.K. McLean Associates on behalf of AWC DOCKSIDE, LLC LOCATED: 6505 West Mill Road, Mattituck. SCTM# 1000-106-6-1 For a Wetland Permit for Marina improvements consisting of the as-built 6'x98', 6'x218' and 6'x12.10' (±1,988sq.ft.) sections of CCA decking along top of existing southerly bulkhead section; within a 10' wide area,in front of existing bulkhead section incidentally dredge ±140 cubic yards over ±1,600ssq.ft. area to a max. depth of 6' below Mean Low Water (EL. -8.86) to reclaim soil lost from behind existing deteriorated bulkhead; excavate ±2,015 cubic yards of material over an area of 4,030sq.ft. between existing and proposed bulkheading to elevation - 8.86 max (6' below Mean Low Water) with unsuitable material to be removed from site; remove ±160 linear feet of existing bulkhead and install new ±161 linear feet of vinyl bulkhead varying ±15' to ±32' landward of existing bulkhead location and ±1.8' higher than existing bulkhead; install a 22.3' north vinyl' return and a 14' south vinyl return; construct a 26' long vinyl slotted breakwater 'off north end of bulkhead; create nine (9) 15'x35' slips by installing 10 new mooring piles and 10 new guide piles; install a 4'x40' gangway,one (1) 8'x53' and one (1) 6'x102' floating dock parallel to new bulkhead and install five (5) 4'x30' floating finger docks off of 6' and 8' wide floating docks; spread dredge spoil and raise grade in area landward of new and portion of existing bulkhead approximately 4" higher (±140 cubic yards over an area of 12,200sq.ft.); in an area around existing concrete slab, spread excess fill taken from area landward of bulkhead and raise grade approximately 18" (±230 cubic yards over an area of 4,140sq.ft.); a proposed pump-out truck with 1,000gal. capacity with potable water washout; and with the use of a turbidity curtain during construction. 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__actr'on_will- be_.evaluated as' to--its sigufica beneficial-and`adverse effecYs;upon tlie'�eaastal.area(wlucl''includes'all:of,Soutliold_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. 11hus, each'answer, 'must be,explained ln-detail;;'li'sting both.su�orfing-and non-1 suaportin 'facts. If an action cannot be certified as consistent with'the LWRP policy standards aril 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# 106 _.06 001 PROJECT NAME 5505 W. Mill Road Marina Improvements 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: Nature and extent of action _Install±160 LF_of bulkhead 10'-26'landward of existing.bulkhead..Existing timber decking.replacement with new CCA decking(t1,988 SF).Install 10 new mooring piles,10 new guide piles,and floating docks.(1,635t SF).Excavate f1,670 CY of material between existing and proposed bulkheads. ±140 CY to be dredged a max.of 10'in front of existing bulkhead to remove soil that was lost from behind the existing deteriorated bulkhead. Location of action: 5505 W Mill Rd., Mattituck, NY, 11952 Site acreage: 0.50 acre = Present land use: -Improved Present zoning classification: MII 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'applrcant;: Keith J. Masseria, P.E. (b) Mailing address:=437 South Country Road, Brookhaven,.NY, 11719 - 631-286-8668 \ (c) Telephone number:'_ - — — ';;r Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes-0 No 0 ' If yes, which state or federal agency? 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. DEVELOPEWCOAST POLICY k. 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 LNW Section III—Policies; Page 2 for evaluation. criteria.: Yes ❑ No ❑gNot Applicable _This_project includes removal_of±1.60LFofiexisting bulkhead-and_installation_of_a_new.±_160:LF__vinyl bulkhead.--It_is also_ proposed"to"install 10_new mooring piles, to install 10 new guide_piles, and floating docks(±1,635 SF)` The-purpose of ' -!is.proJ-ec is id encourage wa er-en ante .recreation as we as-a ow is ing vesse s an commercia-pay oa s o :� - - J - �., - - -- Y@lues associated with this area..and_there will,be no adverse environmental impacts that would result from the proposed Aimprovements. Therefore,_the-.r)r-olect.is_consistent with.the_policy.__ ttach additional sheif ets 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 There are no historic resources that will be Oected by the construction of the �ru�osed 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 This_is.-a_waterfr_ont,project,.and_it_isimportant_that_the-visual_quality_of.the-ar_ea_be-maintainedi•.or improved. No-existing vegetation Will disturbed during construction. The existing_purpose of the site will not be altered, and-there w__ill_b_e-�lo_adverse_impacts.on the_aesthetic values of_the..area. -- Ther_efore.:the_--pro�ectas consistent with-the _ v 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 1:0a Not Applicable .__. - _ -_ The purpose of-this projecfis foTeplace`a dete'rio`retetl to encourage:bulkFiead`and-install floating'docks water-enhanced rec reation. The existing tiulkh`ead�' is deteriorated and in need ofreplacement,otherwise there is a risk of losingmaterial from the landward side into the waterway. The replacement of the' bulkhead will ensure the stabilization of the marina.Therefore the project is-consistent with-the policy: -- =-- - i. _ 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 1:1,No ❑✓ Not Applicable . e.purpose;o t is_prolec -�s no -re a_e�_o^rea men or any_ype:o -a era ron oe water qua i LL_ ..and/or supply inthe I own,of Southold. ere will be no adverse effects on water quality and supply . in- E; own of Sobthbldas a resU t b-tt_IMeC.'_ ere ore,-_- e"ect ig-- onsis en wi a-po.icy. ttac h a itiona 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: The project-is_located within Mattituck-Creek,-in-which_the-northern-area is•identified a_s.a Significant _ Coastal Fish and Wildlife Habitat, This project entails-replacing,the existing bulkhead.and installing a _ . new.bulkhead 1.0_to.26_feet_landwar-d-from-existing, as we_ll,as-installin .#Iq oating docks.(±1.635_S.F)__ and_a total-of 10 mooring piles and 10 guide piles. There will be no disturbance.-to wetlands and no - --. --- - _ - - - - _..- . et T aduerse_effects--to_the-Significant Coastal Fish and_Wildlife Habitats.. Therefore,_the_project_is consistent with the_policy.__ 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 0 Not Applicable There will-be_no_di$-6h r fraioactvemateiainto he atmspeandno poi.ution ,rom new:o- . existing_stationary-air contamination-sources:There will`be no atmosphieric deposition-of-pollutants to-' the sound from,any source._l"her_eforo- the_project is consistent with-the_policyL_ 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. ll',Yes,[D'No ❑✓ Not Applicable There will.be no discharge-of pollutants into coastal_waters during this._proiect. There-will be no hazardou-_ tances and'_waste transportation -.Therefore, the_project_is:.co.nsistent,with.the;policy.._ 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... ,nn ❑� Yes-1 No❑ Not Applicable. The purpose.of this project directly relates to enhancing-the recreational use of coastal waters and - _ aecessto:,these waters..in the Town of Southold from,Mattituck,Cree_k_,Therpose,of t puhis project is � replace_the deteriorated bulkhead and_in`stall-floating docks-fo encourage-water=enhanced recreation_, -The-goal is to.proyide increased._tlocking.:spacetfoT both-fishing vessels and com. mercial_party boats. There_will be_no_negative impacts on the water cess,.ac ..and no.loss of visual access as_a re_ sult of this .,,Pro re, the project is�consistent_ y'with the polic Attach additional-sheets if necessary n t ' 1 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 . he--purpose of th is-projectEetlx relates.to-'nhanr`ing-th __r _cr- _ational c;e.:of_ .oastal:wat r -and. -- ac�P�s'to IhPSPLwaterc in the Town of-Southold from Mattituckk._Creek_.. The p_irnose f� this rani, _d is-tn replace_the=deteriorated bulkhead-and-install=float►ng darks o .nc t-i rap e-water-.-e nhan d_r r_e tion ,. The goal_is_-to provide-increased docking space for both fishing-v .ss I _a well-as Comm r .ial party - boats This will ensure Mattituck and i and-Creek m.,;.8 sustainable sustalnable location for water den nd .nt. is .s within the-Town-of Southol erefo;�,_the_ tc .onsistent with the--polo =; Attacli additional st►eets 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 ElNo❑ Not Applicable �6�I Qf# os_pc -t=dorectly_relates_to enhancing_the recreatoonal..use of-coastal-waters-and---- arcPss_tn_thesP_warsJo t the Towrlf: o Aold from Mattot k r Pk Th in rearedpaee fir, docking will pappWgg_g water enhanced recreation for hoth fishing vessels and commercoal party boats moth is the To n_of Southold The completion of this project_will not_r suit in any adverse.effects-:, mgnne h jt t�-��rin Pnvirgnments_ Th .refore. t_�prot6ct is r6nsnstent with the policy,_ C ` Attach additional sheets if necessary c 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, Thisproject i&located-within Mattituck Creek.-The-land within-the-project area-is.-not state designated... agricultural 'land;. Subseq ue. there will be,no adverse effects to the a ricu[�ral lands-in important,�� -_ -� . - �-- Y, __- - -. J_ _ - _ _ _--� - .�---- - _ to.Town o�Southold:-Therefore,,_t�h ro ct.is consistent with the 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. riteria. Yes ❑ No❑✓ Not Applicable The_purpose of this facility,is not-related to-development._offeenergy and/.or mineral resources The. .'_- purpose of this project is to replace the deteriorated bulkhead and install floatina docks to encourage water-enhanced recreation. There willte noemter_eren_ce with::coastal-..coastal processes t.�urin.gor:after construction ._Ap rp�opnate sitetpreparatio - _ ._ . _ _ n echniaues_will.be used to,ensure-topsoilis__ _reserved preserved-and 'anv restoration-will be �performed.as necessary- The the project is consistent with-the-nolic �- -- - =- PREPARED BY Keith J.. Masseria . �_.._... a.. :. ,TITLE_Agent - ,. _ ..,-DATE 3128/2024 . L11AAL. K. McLean Associates Engineering & S'urveying,, D.P.C. ❖ 437 South Country Road • Brookhaven • New York . 11719 (631)286-8668•FAX(631)286-6314 ❖ 25 Newbridge Road' . Suite 212 • Hicksville • New York • 11801 https://www.lkma.com ROBERTA STEELE,P.E.,PRESIDENT and CEO Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT CHRISTOPHER F.DWYER,VICE PRESIDENT STEVEN W.EISENBERG,P.E. KEITH J.MASSERIA,P.E.,VICE PRESIDENT ANDREW B.SPEISER MATTHEWJEDLICKA,LEED AP,PRINCIPAL VINCENT CORRADO,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KEVIN J.PETERMAN,P.E. CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER KARA M.O'NEILL,GISP,MBA April 8,2024 Town of Southold, Suffolk County,New York Southold Board of Trustees PO Box 1179 Southold,New York 11971 Re: Wetland Permit Application 5505 W.Mill Road Marina Improvements LKMA#23103.000 To Whom It May Concern: As Consulting Engineers for the Daniel Cooke, the property owner, we are submitting on their behalf an application for an improvement project at the above referenced site. Enclosed herewith for your review is the following: • Site Plan Application Form. • Applicant Transactional Disclosure Form. • Applicant's Affidavit. • Agent Authorization Letter. • LWRP Consistency Assessment Form. • Short Environmental Assessment Form. • Vicinity Map • Topographic Survey(4 copies) • General Plans and Details(9 copies) • $1,250 permit application fee. If you have any questions please call the undersigned. Very truly yours, DE E t V E L. K.McLean Associates Engineering& Surveying,D.P.C. AtlG 5 2024 Southold Town Keith J.Masseria,Vice President Board of Trustees Cc: Daniel Cooke, Owner Established 1950 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 3,2024 TO: AWC Dockside LLC 72 Louis St Staten Island,NY 10304 Please take notice that your application dated April 11, 2024: For permit to: to construct both a transient hotel and commercial marina-at: Location of property: 5505 Mill Road, Mattituck,NY County Tax Map No. 1000—Section 106 ' Block 6 Lot 1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII Section 280 55 B the proposed use requires site plan approval from the Southold Town PlanningBoard. Transient hotels or motels, subject to the following conditions: (a)The minimum area for such use shall be not less than three acres. The site plan shows a parcel under the required 5 acres for the two uses. Pursuant Section 236 (18)V No land having a slope equal to or greater than 20% shall be developed or disturbed except for conservation measures or measures intended to remove debris which inhibits the functioning of natural or engineered drainage and erosion control measures except accessways to shorelines permitted by Chapter 275 Natural vegetation and topogr, aphy shall be retained to stabilize soils and reduce the volume of stormwater overflow. The site plan shows slopes in excess of 20% In addition special exception approval from the Zoning Board of Appeals is required. You may now apply to these agencies directly. '�QLW z- �)Lu AuTiylrized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, ZBA LIURA DISAPP�RUVAL L. K. McLean A ociates, D.P.C`. ❖ 437 South Country Road • Brookhaven • New York • 11.719 (631)286-8668 - FAX(631)286-6314 :• 25 Newbridge Road • Suite 212 • Hicksville . New York • 11801 https://www.lkma.com ROBERT A.STEELE,P.E.PRESIDENT and CEO Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT ; ' EL1't ' ,,1 STEVEN W.EISENBERG,P.E. CHRISTOPHER F.DWYER,VICE PRESIDENT ANDREW B.SPEISER KEITH J.MASSERIA,P.E.,VICE PRESIDENT 1 ,.i VINCENT CORRADO,P.E. MATTHEW JEDLICKA,LEED AP,PRINCIPAL KEVIN J.PETERMAN,P.E. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY y 1 f� KARA M.O'NEILL,GISP,MBA CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER �tt t ``.` APR ` 2024 s Apri 1�3;,2024- F, Town of Southold Building Department 54375 Main Rd. P.O. Box 1179 Southold,NY 11971 Attn: Michael J.Verity, Chief Building Inspector RE: 5505 Mill Road—Transient Lodging& Marina Facility Request for a Notice of Disapproval LKMA No. 23103.000 Dear Mike: As Consulting Engineers for AWC Dockside, LLC—Daniel Cooke), we are submitting, on their behalf, an application for a Building Permit in order to receive a Notice of Disapproval and to affirm that these uses are permissible. This will enable our client to submit to the Zoning Board of Appeals for relief though a grading variance. The site plan was prepared in a manner that minimizes the location of proposed features from the existing areas that have a gradient in excess of 20%. Currently the property is zoned MII Industrial and the applicant is looking to construct five (5) small buildings (1BR, 2BR& 3BR cottages) in addition to the existing building currently used as a residence. The other part of the project is the construction of a marina (9 slips) along the north end of the property that abuts Mattituck Creek. To support your determination our office has enclosed a conceptual site plan with site data table and zoning setbacks, an updated survey and a signed building permit application. • Building Permit Application • BBV Survey dated June 7, 2022 LKN A's Proposed Conceptual Site Plan If you should have any questions relative to this submission, please do not hesitate to call this office directly. Very truly yours, 1 CFD:cfd Christopher F.Dwyer,Vice President L. K McLean Associates, P.C. Enc. (3) Cc: Heather Lanza AICP, Planning Director w/enc. Dan Cooke,AWC Dockside LLC w/enc. LKMA File Copy w/enc. Established 1950 DISAPPIWAL FOR ATE RNA. USE ON!)' SITE PLAN USE DETERMINATION init!a( Dete-minatior Date Senl rCje�t .hddre�s `i iJ. — i Zoning District __��- Suffoik County Tax Map No . 1000- ,� - —J-- - — Request. C V C-, G C r'f iNote Cony of Building Permit Application and supporting documentation as to proposed use or use, s^o be ,ubm,tted.) r rA Initial Determination as to whether use is permitted: _�_ Initial Determination as to v hether site plan is ---- c+- I c+ =I�a -lOr w c r ¢�f, i- �ha❑ ZO`7o — sec �3 Signature of ding Inspector (`I Planning Department (P.D ) Referral: t P.D. Date Received: �.; � �� - Date of Comment- P.D. S - Comments: Signature of Planning Deft Staff Reviewer Final Determination r Date. De cic.ion. Signature of 6uild;ng inspector IVITUV L Dwyer, Tracey From: Chris Dwyer <cdwyer@lkma.com> Sent: Thursday, May 23, 2024 3:02 PM To: Dwyer,Tracey Cc: Daniel Cooke Subject: RE:AWC Dockside LLC Good afternoon Tracey, We are seeking two uses on the property; a transient hotel and a marina. With respect to the questions raised while preparing the notice of disapproval, our firm offers the following responses; Q1: Is the existing house going to be a part of the proposed hotel business, or will it remain independent as a single-family dwelling? Al: The existing dwelling will be utilized by the property manager who will oversee the transient hotel and marina uses on the property. This building will not be available as a hotel rental unit. Q2: Is the proposed marina going to be for commercial use or as an accessory to the hotel guests only? A2: The marina will be used for commercial and recreational,uses as defined under Chapter 280-52 (A) (2). This allows the existing boats to remain in the marina, and allows guests of the hotel to have access to any available slips. If you should have any other questions please do not hesitate to reply or call this office directly. Regards, Christopher F. Dwyer I Vice President L.K. McLean Associates, D.P.C. 437 South Country Road Brookhaven, NY 11719 t (631) 286-8668 X245 I f(631) 286-6314 1 c (516) 779-4776 www.11<ma.com 1 cdwyer@lkma.com LIK&A