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Home My WebLink AboutTR-10248 Glenn Goldsmith, President � _w®�®¢ S® � Town Hall Annex A. Nicholas Krupski,Vice President ®�v ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski lfS Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® ® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 2150 C Date: July 1, 2024 THIS CERTIFIES that the installation of 246.7 linear feet of rock revetment(includes two(2) 15' returns) along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries; construction of a new reconfigured ed zig-zag staircase starting at the top of bluff a 4'x9'6" (38sq-ft)platform followed by a 4'x31' staircase to a 4'x9'6" *38sq ft)middle tier platform to a second 4'x30' staircase run to a final 4'x13'8 25"final platform to a fourth 4'x10' staircase run to the beach to replace the existing damaged staircase; backfilling of rock wall with 295 cubic yards of clean up- land fill on the bluff face to fill in gullies and grade to support the new coir log terracing-, planting backfilled area and bluff face with native grasses and shrubs. At 14216 Oregon Road,Cutchogue Suffolk County Tax Map#1000-72-2-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 6, 2021 pursuant to which Trustees Wetland Permit#10248 and Coastal Erosion Permit#10248C Dated November 16,2022,and Amended on May 17, 2023 was issued and conforms to all of the-requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the installation of 246.7 linear feet of rock revetment(includes two (2) 15' returns), along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries; construction of a new reconfigured zig-zag staircase starting at the top of bluff a 4'x9'6"(38sq ft)platform followed by a 4'x31' staircase to a 4'x9'6" *38sq ft)middle tier platform to a second 4'x30' staircase run to a final 4'xl3'8.25" final platform to a fourth 4'x10' staircase run to the beach to replace the existingdamaged amaged staircase-, backfilline of rock wall with 295 cubic yards of clean up land fill on the bluff face to fill in gullies and grade to support,the new coir log terracing; planting backfilled area and bluff face with native grasses and shrubs. The certificate is issued to DANIEL HUME owner of the aforesaid property. 4 Authorized Signature � r Glenn Goldsmith, President ®F so Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski ar Southold, New York 11971 Liz Gillooly G � Telephone(631) 765-1892 Elizabeth Peeplesa® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: INSPECTED BY: IU. Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1st day of construction '/ constructed Project complete, compliance inspection COMMENTS: w�'� of Qr G CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President ®F so Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ,�®� ®�® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly esi Telephone(631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 C®U�i'1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 18, 2023 Jane Costello Costello Marine Contracting Corp. P.O. Box 2124 Greenport, NY 11944 RE: DANIEL HUME 14216 OREGON ROAD, CUTCHOGUE SCTM# 1000-72-2-5 Dear Ms. Costello: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 17, 2023: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#.10248 and Coastal Erosion Permit#10248C to construct a reconfigured staircase in lieu of the previously approved which will form a zig-zag, starting at the top of bluff a 4'x9'6" (38sq.ft.) platform followed by a 4'x31' staircase to a 4'x9'6" (38sq.ft.) middle tier platform to a second 4'x30' staircase run to a 4'x9'6" (38sq.ft.) lower middle tier platform to a 4'x17' staircase run to a final 4'x13' 8 %" final platform to a fourth 4'x10' staircase run to the beach; and as depicted on the site plan prepared by AM Weber & Associates, last dated February 13, 2023, and stamped approved on May 17, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, .4,4" Glenn Goldsmith President, Board of Trustees 1' g V-0"TREAD TYP. -1- + 7.50 �� nnn �I N `x W J a 1'-0 a. w "TREAD TYP. > N 6nnnnne � z iso a. PREVIOUSLY APPROVED �� 7" RIS. Lu �� N -�- - ROCK ARMOR BLUFF + 14.00 + 7.50y STABILIZATION DETAILS 'w '`/ S n n n n nu PROJECT DATA: PROPOSED 4'WIDE WOOD FINAL M P �� UNTREATED HARDWOOD MATERIAL I -t- STAIR RUN TO BE �iSSI FOR STAIRCASE CONSTRUCTION, TYP. ( EXISTING CONDITIONS BASED ON CONSTRUCTED SEPERATE OF I I SURVEY DATA FROM: -�- -} MAIN STAIR STRUCTURE IN i + 14.00 ( ACQ STRINGER BEYONDn n n AJC LAND SURVEYING PLLC 'BREAKAWAY' NATURE FOR I UNTREATED HARDWOOD MATERIAL FOR STAIRCASE SIMPLIFIED REPAIRS ALL CONNECTIONS TO BE MADE LAND SURVEYING AND PLANNING ._ n,. I I W/HOT DIPPED GALVANIZED BOLTS I I CONSTRUCTION, TYP. 77 S. COLEMAN ROAD 8� STAINLESS STEEL SCREWS, TYP. CENTEREACH, NY 11720 1" GAPS (50% LIGHT PENETRATION) T: 631-846-9973 4x4 ACQ POSTS/ANCHORS/STRUCTURE AS PER STRUCTURAL ENGINEER, TYP. ( 1"x2" HARDWOOD BOARDS (50% LIGHT PENETRATION) E:AJC246�a OPTONLINE.NET 2,3 -STRINGER WILL BE SET MIN. T OVER HARDWOOD STRINGER BEYOND, TYP. BLUFF FACE BELOW 2.4 r�CC,n -STRUCTURAL SPECS AND CONNECTIONS AS PER ENGINEER - -�- -+- �- 4 - - p �r< 2 4x4 ACQ POSTS/ANCHORS/STRUCTURE FOR REVIEW & FILING 4 p2, AS PER STRUCTURAL ENGINEER, TYP. NOT FOR CONSTRUCTION \�o) �� -STRINGER WILL BE SET MIN. 3' OVER BLUFF FACE BELOW PROPOSED LOWER r2,3 �O ' MIDDLE TIER 2.4 �� STAMP: � LANDING FOR STAIRS � , � ' - -t + -\ �� ,9 2 BLUFF ACCESS STAIRS OPT. #1 TYP. - section detail 3 BLUFF ACCESS STAIRS OPT. #2 TYP. - section detail \ \ JJ-- ` 4,�„TYP. \ \ v��A� L2.4A SCALE: 1-1/2" = 1'-0" L2.4A SCALE: 1-1/2"= 1'-p" CLI DLJ (18) \ 7 + 7 RIS.. _l- 24.46 Z 2.4 `.. �\ LINE OF PREVIOUSLY APPROVED STAIR LAYOUT LINE OF'BREAKAWAY'VS PERMANENT STAIR \ AND LANDING STRUCTURES, TYP. 4.__ DECK LANDING IQ.4 \ \ \ \ \ +/- 10'-0" (OVERALL - FINAL STEPS) SEE PLANS WOOD LANDING AND RISERS AS r PER PROVIDED DETAILS AND SPECS, TYP. 2,3 FINAL WOOD 2.4 , .,. . .,.. ,... LANDING .. ._.. . -_ . _.. _.__. .._. ____ _ _ ___ _ _ _ _ _ _ _ _ _. - ___ _,._ _.. __.. -- -_. .--- — — — — — — — fi- \ � ' EL: 14.00 i f WOOD STRINGERS, POSTS, AND BEAMS �0 AS PER STRUCTURAL ENGINEER, TYP. ti ** HANDRAIL DETAILS TO MEET \, NYS CODE -TBD UNDER DEVELOPMENT** PROPOSED UPPER -0"TYP. MIDDLE TIER 9 \.+ LANDING FOR STAIRS 4_ 63 m AAA r DN (31) 7"RIS,; 2 4 \ PROPOSED 4 WIDE BLUFF -�- STAIR TO BEACH _-I- ti HARDWOOD CONSTRUCTION - \ AS PER PROVIDED DETAILS A HANDRAIL DETAILS TBD + 4'-0" TYP.. ' LINE OF ACCESS EASEMENT �� \ .. AS PER SURVEYOR �`` - \Rem 'Q � \\,_ . .,. r2,3 4 Q a} SCALE:AS SHOWN 1- PROPERTY BOUNDARY M � ; _ � _ _ � O REVISIONS/RELEASE DATES: AS PER SURVEYOR � � + + � + � -12/29/2022 1 STAIR OPTIONS EXISTING GRADE -01/09/2023 1 STAIR OPTION REVS. AT BEACH { . -�- c `'' .._. ...__ _ ... _,. .. .___. __._ �_ __._ .._ ._. _. ..... ._.._ __ oe -01/10/2023 STAIR OPTION REVS. EL: +/-7.50 I "" I I I I I 1 -02/05/2023 1 L2.4A DETAILS I F - �- -, I I I I 1 -02/13/2023/0 / 31 L2.4A DETAILS PROPOSED WOOD LANDING 2 3 I I I I I I1 L2.4A DETAILS AT TOP OF STAIRS FOR ,I 2.4 MORE FUNCTIONAL/SAFER ACCESS TO STAIRS 1 + _ i i i i I I i AM WEBER & ASSOCIATES i I - \ \ \ \ PROJECT NAME: ], I � ; I I OREGON ROAD O -}- _ -\ \ -� \ \ \ MATTITUCK NY '3T0 ® I f \ EXISTING DATE: FEBRUARY 13,2023 T I + SUB-GRADE _ �< 130 TO REMAIN INTACT / \ SHEET: BLUFF STAIR DETAILS o __L_ _ lowr® �__ 9A4(32) I DRAWING: 4 '� 7-,RIS. 2 3 N + 61.00 ' . __ 2.4 L 2 . 4A woo 1 BLUFF ACCESS STAIRS - plan view r4 '� BLUFF ACCESS WOOD STAIR BREAK-A-WAY SECTION TYP. - x-section detail L2.4A SCALE.-3/16'.= 1'-0., L2.4A SCALE:1"= V-0" GENERAL NOTES: SITE PLAN KEY: BASE MAP INFORMATION AND EXISTING — — PROPERTY BOUNDARY �" MEAN HIGH W TOPOGRAPHY AS PER AJC LAND SURVEYING PLLC "t®�rArER JUNE 2002 DATED APRIL 2021 BUILDING SETBACKS a 4 wFa:x Vie. ALL DISTURBED/DAMAGED AREAS OF — —_ — — ENVIRONMENTAL SETBACKS �""�• ® CONSTRUCTION AND BLUFF EROSION TO BE RE-PLANTED WITH NATIVE SPECIES INCLUDING EXISTING TOPO AMERICAN BEACH GRASS,NORTHERN BAYBERRY, AND BEACH PLUM. TEMPORARY IRRIGATION PROPOSED TOPO SYSTEM TO BE USED TO FIRST(2)FULL GROWING SEASONS,THEN REMOVED IN ITS ENTIRETY + 45.5 EXISTING SPOT GRADE -BLUFF STABILIZATION FEATURES AS PER PROVIDED DETAILS AND SPECIFICATIONS EXISTING FENCE PROJECT DATA: TIE INTO PROPOSED ROCK ARMOR -L2.4(DANIEL HUME,#14216 OREGON RD)QUANTITIES: +— PROPOSED FENCE -LENGTH OF STONE ARMOR=246'-7"LF EXISTING CONDITIONS BASED ON AT NEIGHBORING PARCEL TO WEST �' -VOLUME OF PROPOSED CLEAN FILL TO SURVEY DATA FROM: BE PLACED AT ROCK ARMOR=295 CU YDS BLUFF FILL(300 CU YDS MAX)TO BE USED TO FILL AJC LAND SURVEYING PLLC MEAN IGH IN RILLS AND GULLIES TO MATCH EXISTING GRADE. NO LAND SURVEYING AND PLANNING WAT AP CHANGE IN BLUFF GRADE WILL OCCUR. 77 S. COLEMAN ROAD RIL'2A2.1_ -AREA OF PROPOSED REVEGETATION PLANTINGS CENTEREACH,NY 11720 AND BLUFF STABILIZATION FEATURES= 14,870 SF T:631-846-9973 -STAIRCASE TO BE MAX.4'-0"WIDE x 105IN LENGTH E:AJC246@OPTONLINE.NET LIMIT OF SEAWARD DISTURBANCE SET A MINIMUM OF T-0"OVER FINISHED BLUFF EXISTING ""'�►� FACE,TYP. BOTTOM OF BEACH SITE STAGING ROCK WALL NOT TO EXCEED 2.5 TONS PER LINEAR FT. A H 0 5 -�� LIMIT OF LANDWARD BACKFILL WITH 295 CU YDS (ROCK AND GRAVEL BACKFILL COMBINED) AND MACHINE ACCESS FROM �� ( ) D POND ROAD F CLEAN SAND FROM AN OFF SITE SOURCE. EW & FILING OF FOR REVIEW 00 -�� ALL DISTURBED AREAS TO BE RE-PLANTED NOT FOR CONSTRUCTION ACCORDING TO PLANTING PLAN + / EXISTING BEACH STAMP: —� a TIE INTO PROPOSED ROCK ARMOR _—� AT NEIGHBORING PARCEL TO EAST M� r N/Gy OD I'Vq RING HIGH - "oma'► WgTER AP TTOM BLUFFpR/C 2027 RIL 2021 �"�e. MARCMAH2O05 BQTTOM OF BLUFF ---_._ + BW+/-7.50 15'-0"RETURN 69 ,E 'L,}•.,."�.., ON ROCK WALL �► AS SHOWN + BOTTOM BLUFF NO ROCK WALL _ --_.__ _ _.-. MARCH 200~ 'i......,, PROPOSED - - + BW+/-7:50 , AT-.ADJOINING \ PARCEL TO._WEST 74'-5" 8.7 -- -- - MEAN HIGH WATER APRIL 2021 _SPRING-HIGH BOTTp OF gZAP IL 2021 \ 62l_ 1„ FUTURE ROCK WALL 246'-6" LINEAR FT OF PROPOSED ROCK ARMOR � - __ __ ___ __ _. — _---- 1� _ �' AT ADJOINING PARCEL `-- AS PER INCLUDED SPECIFICATIONS AND DETAILS �- ' TBD SPRING_- .___. G HSG H IMPORTED FILL TO BE UPLAND \ �_ 15'-0" RETURN _ 80 0M OF BLUF rER �RI(, 2027 r SAND EQUAL TO OR LARGER GRAIN �. ON ROCK WALL \ _ � '"---fUTURE__..ROCK WALL SIZE THAN EXISTING BEACH SAND _� \ AS SHOWN AT ADJOINING P74RCEl.�� _..,._._.._ ,_._. AT EXISTING RILLS AND GULLIES \ \ TBD k „ , BY BOARD OF I RUS "EES ; TC�VV6� ��XM 5OU T F,C)LD r2,3,4' 6 STALE P-ROPOSED BLUFF STABILIZATION PROPOSED BLUFF ACCESS EROSION \, —�� HAZARD - -- AND PLANTINGS,TYP. STAIRS 4 WIDE x 105 LONG - ----=... — H LINE....... --- -"""�' �— (300 CU YDS BE PLACED ON FACE -SEE DETAILS _... w__ _._._..._�_._. --•. COASTAL EROSION T+ AT EXISTING RILLSAND GULLIES) — -- ------ RQ LINE _� ---_. ._ , 0 8' 16' \� PROPOSED BLUFF STABILIZATION \� �,, `\ _••`_�„_ ..` COASTAL — - SCALE:1/8"=1'0' AND REVEGETATION PLANTINGS,TYP. '� \ �, ` `, AL EROSION HAZARD LINE (300 CU YDS TO BE PLACED ON FACE -�` -- AT EXISTING RILLS AND GULLIES) \ ~ �� REVISIONS/RELEASE DATES: \ �.. �— _ _---•� , -01/24/2022 1 L2.2+L8.1 -01/29/20221 FULL SET FOR REVIEW -08/02/20221 PERMIT SET REVS. COASTAL EROSION HAZ -02/05/2023 1 L2.4A DETAILS �� _______ _4___ ., -• - - ----___- -02/08/20231 L2.4A DETAILS _►� -- TOP OF L U_�"'' -TOP10000000 6LUF ~~ ` +-� --�_ -02/13/2023► L2.4A DETAILS B ©FF APRT 21 \ pRiL 2021 __ - 2 8.7 �. 2 3 `� AM WEBER &ASSOCIATES ~ PROJECT NAME: — `--- — ----___ PROPOSED BLUFF ACCESS _ OREGON ROAD --- `' -- STAIRS 4'WIDE x 105'LONG MATTITUCK NY SEE DETAILS DATE: FEBRUARY 13,2023 // SCALE:1/8"=V-0" A I0 SHEET: SITE PLAN-PARCEL#2 ® ....�,� - —___ ��•� \ \� r DRAWING: rP� � \ � APR 1 SURVEY OF PROPERTY \ '\ PARCEL 2 OF MAJOR CLUSTERION MAP OF- OREGON SLANDING I \ Y(} FILED:JULY 25, 2005-MAP NO. 1 1290 SITUATE '\, 1& CUTCHOGUE \ ` TOWN OF SOUTHOLD \ may, \• SUFFOLK COUNTY, N.Y. cn TAX MAP NO.:0100-072.00-02.00.005.000 \ A JI�F2 \ <Ow LOT AREA:82,252.12 S.F.(1.888 ACRES) \ \ \ �>l°2�� ` LOT DATE SURVEYED:APRIL XX,2021 \ 6"4 R,<2 .� s ` o, NOTE:SUBJECT To COVENANTS DRESTRICTIONS SHOWN ON FILE MAP,OREGON LANDING I,MAP NO. 1 1290 Q a \ \ \ \ ELEVATIONS REFER TO NAVD88 w gyp\ @O� •''C E9,yy�c \\ \\ \\ A 2cbS \ \ I t \ LO FOl \ \\ \ ALO tH 12 Cl \ w m 14) R \J m —r \\ \\\ \\\\ \\ w \ \ I \ 10 N. \ O \ N. p .2 O 1 pO W \ of 0 OA, EO ZOO ly � Z @ m P? � I c I$r / INGROUND PpO� 29.5' . 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IA F gMRy 1 N m RESloeNC 55@•6' p 1>•0 *14,2 L4 a.Q6� s 3�e >9 r v e e a nOp oRc ° p� p � °gyp a H d, TO Z �9� 0S KAu`E I -0s, C'�-' 4 far MAso ryRy HrALt I r P co I � �p s I � �RcF<N s@ m M°AV.-1 x d I cZt� o. —SL GgTe c,� BSS <0 2 A � xs, � m (0 Z 0 <o z 6 Z •✓ M°N��o Z N c .0 o O z I cF<do pFR,cy�o 0 RT o/�, m 0�0 v� `R v0 0 70 ° \ 0 z m C/S.T c°�S a m �n D 780 O� o IlO v �e0.1. � m �S s0 x x s� 81 Z U o Z �1 m D r x n M Z 0 m x �7 01 mp 0 N 0 O C W .p U � a d • o EL N N O M D rna D O � z f o �� X 0 40 80 v 0 c j Feet m o a 005 x m LP 00 SCALE: 1 INCH =40 FEET �,< o z N r t0 y J rnm � N n C LEGAL NGTFSu _ C, T-1-1 2019A.ICLANOSURVIFYINGPI-LC ALL RIGHTS RESLk",CID 2 UNAU'HORI2OFNEALTERATION YO-STATFFD CATION OTHI55URVEYMPPBEARINGALICENSEDLANDSURVfYOR'vSFAL15AVIOLATIONOFSECTION]209SUB'DI E�Ge Reg r 0 3 30NLYIB1oNCAR NEWYOLKPSWITD HES UNLAW PA�Me FAND 01 NIONO y m 3 ONLY BOUNCARY SURVEY MAPS WITH THE SURVEYDP 5 EMBOSSE D SEAL ARE GENUINE TRITE AND CORRECT COPIES OF THE SLIftVEYOR'S ORIGINAL WORK I.I W 4 CERTIFICATIONS ON THIS BOUNDARY SU RVFY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CLIRPFNT ION GNI CODE OF PRACTICE K FOR LAND SURVEYS ADOPTED BVTHE NEW YORK STATE AS SOC IATIONOFPANY T.TONAL VER SURVEYORS INC,TH[CERTHE LENDING INSTITUTION FF SONS 40 FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY,TO fHE GOVEHNI.^'^!fAL AGENCY,AND TO THE LENDING INSTITUTION LIST E U ON HIS B UNO—SURVEYMAr MOry.F = 5 THE CERTIFICATIONS HEREIN ARE NOT ROV E rFTA OR f"" Odd MON.FND� 6 THE LOCATION OF UNDERGROUNDIrnPROVEMENTS OR ENCROACHMFN-:ARI'NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IFANY p21 UNDERIRDUNFITS OR DREMENTG SHOWN NFR FROM STRUCTURES RES THE IMP":O';"TYLINE;NIS REFO A--MINA ARE NOT COVERED EANDTHSURVEV Or W� GpN ].THE OFF�L'T'v OR DIMEN",IONSISHOWNHEREON FROM THE STRUCTUREBTOTHE PF TY LINF',ARE FORA:F,=CIFIC PUPPDSEANDUSEAND THEREFORE �� 30"; O O ARE Nr)T INT ENDED TO GUIDE THE I++E.CTION OF r[NCE.s RETAINING WALLS,POOLS PATIOS PLANTING AREAS,ACD.I IONS TO BUILDINGS AND ANY OTHER TYPE a-1 Q OR (per DEp� G�O U S ONLY SUR^.F-PEARINGTHE MAKERS EMBOSSED SEAL SHOULD BE PI'_ 0 UPON SINCE OTHER THAN EMBOSSEDSEAL COPIES—CONTAIN 4'��~ �1 (� R � O � UNAITHORI CORN'DUNI'E iE ENISEM"ENOATIONS,DELETIONS,ADDITIONS AND CHANGEi B`I �� 9 PROPERTY CORNER MONUMENT C WI'>E NOT S T AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED 10 ALL MEASUREMENTS REFER TO U S SURVEYF OOT p VVA 1-� O 0 i AJC _LAND SURVEYING PLLC LAND SURVEYING & PLANNING 0 77 S. COLEMAN ROAD, CENTEREACH, NY 11720 PHONE: 631.846.9973 EMAIL:AJC246@OPTONLINE.NET ANGELO JOSEPH CECERE N PROFESSIONAL LAND SURVEYOR IFU � , i Glenn Goldsmith,President �o�pg�FF01,�coGy Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski 'e�' ,� P.O.Box 1179 Liz Gillooly �y ® !� Southold,NY 11971 Elizabeth Peeples �. dap Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 5 7 S Completed in.field:by: Costello Marine Contracting Corp., on behalf of DANIEL HUME requests an Administrative Amendment to Wetland Permit#1.0248 and Coastal Erosion Permit #10248C to construct a reconfigured staircase in lieu of the previously approved which will form a zig-zag, starting at the top of bluff a 4'x9'6" (38sq.ft.) platform followed by a 4'x31' staircase to a 4'x9'6" (38sq.ft.) middle tier platform to a second 4'x30' staircase run to a 4'x9'6" (38sq.ft.) lower middle tier platform to a 4'x17' staircase run to a final 4'x13' 8 W final platform to a fourth 4'x10' staircase run to the beach. Located: 14216 Oregon Road, Cutchogue. Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under:.-.. Chapt. 111 other Type of Application: Wetland Coastal Erosion .{'' Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No v Not Applicable Info need ed/Mod ifications/Co/nditions/Etc.: Present Were: G. Goldsmith V/-N. Krupski E. Sepenoski L. Gillooly E. Peeples Location Map Daniel Hume 14216 Oregon Road Cutchogue, NY 00, 9A1 Qa o� a91 a c a/9ha„rRa , CoaSICi/ O`�o arasrdli0 9a a �e 0 Ueb Cellan 'V lk rh a !� Ra 1104 Cok Dan Hume March 2, 2023 NYSDEC Permit Modification 1-4738-03767/00003 request to change footprint of staircase from straight line to zig zag foot print with same 4' width and elevation over bluff grade as approved plan for project. Near Map Photos taken July 20,2022 with Existing zig zag bluff staircases (two to west of Hume) and ( one to east of Hume) ' ` }, i 44 �_� Ir dl 1 T• ''� ..syr~ '"� .A �e",,,,,•,. ! Dan Hume March 2, 2023 NYSDEC Permit Modification 1-4738-03767/00003 request to change footprint of staircase from straight line to zig zag foot print with same 4' width and elevation over bluff grade as approved plan for project. Near Map Photos taken July 20,2022 with Existing zig zag bluff staircases (two to west of Hume) and ( one to east of Hume) pw- I a ti: A A � t Dan Hume March 2, 2023 NYSDEC Permit Modification 1-4738-03767/00003 request to change footprint of staircase from straight line to zig zag foot print with same 4' width and elevation over bluff grade as approved plan for project. Near Map Photos taken July 20,2022 with Existing zig zag bluff staircases (two to west of Hume) and ( one to east of Hume) .� ••� 4, =iia. •J!. ��. • � �� 1 ,• ' t�h++++SSSS .� ; T�• #� E r .. Ott rt �(,�' { it _ • 'r - w !J { A Jp. ;+ v J Dan Hume March 2, 2023 NYSDEC Permit Modification 1-4738-03767/00003 request to change footprint of staircase from straight line to zig zag foot print with same 4' width and elevation over bluff grade as approved plan for project. Photos taken April 6, 2021 { i Y' -T -. •moi �, ja'" ��# r. `- 1 1 Ir -_ Dan Hume March 2, 2023 NYSDEC Permit Modification 1-4738-03767/00003 request to change footprint of staircase from straight line to zig zag foot print with same 4' width and elevation over bluff grade as approved plan for project. Photos taken April 6,2021 Ilk, I r ; �I S p a < T . .a r W JI q� 0 Ilk ' _i Dan Hume March 2, 2023 NYSDEC Permit Modification 1-4738-03767/00003 request to change footprint of staircase from straight line to zig zag foot print with same 4' width and elevation over bluff grade as approved plan for project. Photos taken April 6, 2021 4' 4 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue,NY 11935 Date: 9/21/2022 Project location o a' w' y f G t �'MW k � i ` rw - 116 )&4 r »F I' t; .d.. .�.� - '3""C'a .-. '"�`"'^.—c...7 •—... ----ac.-..f .r..�...r.:�,--O �1� 'F; �.�,._..�w�-�+• ....:..-:�w... Photo 1: Taken at high tide Costello Marine Contracting Corp. Prepared by: 423 5th Street,PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631) 477-0005 Fax 1 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 Construction of neighboring J bulkhead extension underway. :,, F, _ "'acs Photo 2: Taken at low tide looking west Costello Marine Contracting Corp. Prepared by: 423 5th Street,PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631) 477-0005 Fax 2 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 Project location Neighboring property with rock revetment `gyp,;,. — .. b � -�•� P } f Neighboring bulkheaded property I. LAN Photo 3: Taken at low tide looking east Costello Marine Contracting Corp. Prepared by: 423 5th Street,PO Box 2124,Greenport,NY 11944 (631)477.1199 Phone (631)477-0005 Fax 3 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 Alai" ' ! t �SII-•c,w * �; '�.. .V' S r. %k 4 ^ 44 Photo 4: Taken at low tide—a neighboring property's toe is reinforced with a rock revetment stabilizing the bluff face. Costello Marine Contracting Corp. Prepared by: 423 5th Street,PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477.0005 Fax 4 �i t Y � • (` \ ^. ) \ \ ,:T' r`*l'•=' '•Pa' ,�� "+�,. � _ -Y�j��f Tit Ai IRV I%w - � •.� "..4 f�!►.� � ",fir_ �is;•,._,-+-,s "..'- -r 'w x� i 1q, a` �' �' tea•., 'a �`•5: ' - .`w„ - � / / I • I' I I I Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue,NY 11935 Date: 9/21/2022 AN IIWI� lw JI Ail- +R=1' 1 < v Photo 6:Remnants of existing staircase at project site. Costello Marine Contracting Corp. Prepared by: 423 5th Street,PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Fax Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue,NY 11935 Date: 9/21/2022 ykti y: � - wC, m b ,. 45 .-:. ,' , � -.,.- ' •gs{ r. ., °. _ .�;"" tare{�'�� f� , 4 ' l u 4 , by � jr jr jr ../ 16V � � WWII Photo 7:At risk upland vegetation will continue to die off if the bluff is not stabilized. Costello Marine Contracting Corp. Prepared by: 423 5th Street,PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Fax 7 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue,NY 11935 Date: 9/21/2022 Project location yr.. Rock revetment Bulkhead Photo 8: taken at low looking south Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631) 477-0005 Fax 8 Office:(631)477-1199 Fax: (631)477-0005 PO Box 2124 423 5th Street, —Z' ngw Greenport, NY 11944 COSTELLO MARINE CONTRACTING CORP. Office@CostelloMarine.com April 3, 2023 Southold Town Trustees `' .� N• PO Box 1179 -: Southold,NY 11971 APR 1 2 2023 RIE: Town of Southold Permit 10248 & 10248C Daniel Hume Property 14216 Oregon Rd Cutchogue,NY 11935 SCTM#1000-72-2-5 Dear Trustees: We are writing to requesting an administrative amendment to permits 10248 & 10248C issued on 11/16/22 to allow the approved bluff staircase to be reconfigured to form a zig zag configuration rather than a straight configuration consisting of the following specifications: Starting at top of bluff a 4'x9'6" (38 sq.ft.)platform followed by a 4'x31' staircase to a 4'x9'6" (38 sq.ft)middle tier platform to a second 4'x30' staircase run to a 4'x9'6" (38 sq.ft.) lower middle tier platform to a 4'x17' staircase run to a final 4'x13'8-1/4" final platform to a fourth 4'x10' staircase run to the beach. This staircase design will provide easier, less steep, access. This staircase will remain within the existing 10-foot wide staircase subdivision easement as well as allow areas above and below stair sections to be revegetated providing more stabilization across the bluff face. The staircase will remain 3-foot above grade as originally approved. Enclosed you will find four copies: • Southold Authorization • Project Plans • Photos • Check in the amount of$100. • Ca44 4 0�6g►rAk If there are any questions or concerns,please do not hesitate to email me. Thank you, Kellie Gunning Permitting Assistant permits@costellomarine.com JOHN A.COSTELLO, President JACK F.COSTELLO, Vice President JANE P.COSTELLO,Secretary Board of Trustees App13.ca'u-j6,�.on AUTHORIZATION (Where the applicant is not the owner) I/We, Daniel Hume owners of the property identified as SCTM# 1000-72-2-5 in the town of Cutchogue New York,hereby authorizes Costello Marine Contracting Corp. to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Over e'r's Signature Property Owner's Signature SWORN TO BEFORE ME THIS Xj � DAY OF A)r I , 20� ,v Notary Public LYNN E STEVENS Notary Public-State of New fork NO.01ST6269424 Qualified in Suffo County Commission Expires Dc� / Office:(631)477-1199 Fax:C631)477-0005 PO Box 2124 • 423 5th Street, Greenport,NY 11944 COSTELLO MARINE CONTRACTING CORP. Office@CostelloMarine.com i AUTHORIZATION The undersigned, as owner of property located at 14216 Oregon Road, Cutchogue NY 11935, SCTM#1,000-72-2-5, here by authorizes Costello Marine Contracting Corp. to act as agent to process all permit applications needed to construct a rock revetment at my property. Dated: Sign Here: Printed Name: Daniel Hume SWORN TO BEFORE ME THIS �G� DAY OF /i 20J-3 Notar^blic Signature LYNN E STEVENS Notary Public-State of New York NO.OIST6269424 Qualified in Suffolk County Commission Expires,a�-a i JOHN A.COSTELLO, President JACK F.COSTELLO, Vice President JANE P.COSTELLO,Secretary Glenn Goldsmith, President So Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski oweSouthold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UNTi,� .BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed When project complete, call for compliance inspection; ' .a"io A•v"::.:,., aj: Sgg,t+,-s' .;M,i3O. .. _�,, ..�,:,.. ..`ate°-•- :. �;,:5.-.i°,.j1��• _"-r�•. �"aoEl4 P PO's:. _ `°�a9'1P P°��P„ .;7':B q ��AQ1, ,n`a9� ,q?'i'le`p° i_mtir'�f +•�`G,. ;.w ,o„ ,',,Hg:^§�°'md'y�.. 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BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK fib. y`'f` `�•" .i PERMIT NO. 10248& 10248C DATE: NOVEMBER 16,2022 ISSUED TO: DANIEL HUME PROPERTY ADDRESS: 14216 OREGON ROAD,CUTCHOGUE SCTM# 1000-72-2-5 AUTHORIZATION r; r Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of k.•Nr ::`��,`�-�� Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on 5 November 16,2022 and in consideration of application fee in the sum of$500.00 paid by Daniel Hume and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees + r authorizes and permits the following: ' Wetland Permit to install 246.7 linear feet of rock revetment(includes two (2) 15' returns), along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the J>, property boundaries; construct a new 4'wide by 105' long staircase down the bluff,3' above ''.. ' aa¢ grade to replace the existing damaged staircase; backfill the rock wall with 295 cubic yards of clean up-land fill; place 300 cubic yards of clean up-land fill on the bluff face to fill in gullies and grade to support the new coir log terracing; plant the backfilled area and bluff face with native grasses and shrubs; and as depicted on the site plan prepared by AM Weber& r'1 Associates, last dated August 2,2022,and stamped approved on November 16,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, '°°�•°=: and these presents to be subscribed by a majority of the said Board as o this date. �q14 s .t •sem'':. 0 6 - .a' !s., s,�.. � ¢ 1,,';' .Laa^ +14•;•. - ..; + +a�..M ^.�'an � !oe?:..,t. '.f. .,y 9 +,..�♦ - ..ea 9P ;, - `°$ d 1 ,.ya a .. era, ++ ,•.F�, ,%;` -`�1-`--'�".. .r^. ?',. "�°:p �'• '°v::a�e4?d?. %Vy }.S nlZre;^, d». -.W, �,•,. "r .:_ :'"' _ ., y.... ..•r.a TERMS AND CONDITIONS The Permittee Daniel Hume residing at 14216 Oregon Road Cutchogue New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President so Town Hall Annex A. Nicholas Krupski,Vice President oV� 54375 Route 25 P.O. Box 1179 Eric Sepenoski J�L Southold,New York 11971 Liz Gillooly cn >c G Q Telephone(631) 765-1892 Elizabeth Peeples a0 Fax(631) 765-6641 OWN, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We): DANIEL HUME The owners of record of property at: 14216 OREGON ROAD, CUTCHOGUE SCTM#: 1000-72-2-5 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: install 246.7 linear feet of rock revetment(includes two (2) 15' returns) along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries backfill the rock wall with 295 cubic yards of clean up-land fill; place 300 cubic yards of clean up land fill on the bluff face to fill in gullies and grade to support the new coir log terracing; plant the backfilled area and bluff face with native grasses and shrubs; as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource feature Notarized sig atur f owner of record Sworn to before me this 03rdday of November, 2022 LYNN E STEVENS Notary Public-State of New York NO.OJST6269424 Qualified in Suffolk County ota Public Commission Expires�y This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. Glenn Goldsmith, President ®F Sig Town Hall Annex A. Nicholas Krupski,Vice President ate® ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 UNT�,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #10248C Applicant/Agent: Costello Marine Contracting Corp. Permittee: Daniel Hume SCTM#: 1000-72-2-5 Project Location: 14216 Oregon Road, Cutchogue Date of Resolution/Issuance: November 16, 2022 Date of Expiration: November 16, 2024 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: Install 246.7 linear feet of rock revetment(includes two (2) 15' returns), along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries; construct a new 4' wide by 105' long staircase down the bluff, 3' above grade to replace the existing damaged staircase; backfill the rock wall with 295 cubic yards of clean up-land fill; place 300 cubic yards of clean up-land fill on the bluff face to fill in gullies and grade to support the new coir log terracing; plant the backfilled area and bluff face with native grasses and shrubs; and as depicted on the site plan prepared by AM Weber&Associates, last dated August 2, 2022, and stamped approved on November 16, 2022. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None. In accordance with Chapter 111-15 Erosion Protection Structures: xx A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: 44F _ J/ - Glen n Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President ®g S0 Town Hall Annex ®� ®� 54375 Route 25 A.Nicholas Krupski,Vice President h ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®Uf11TV,`� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 18, 2022 Jane Costello Costello Marine Contracting Corp. P.O. Box 2124 Greenport, NY 11944 RE: DANIEL HUME 14216 OREGON ROAD, CUTCHOGUE SCTM# 1000-72-2-5 Dear Ms. Costello: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 16, 2022 regarding the above matter: WHEREAS, Costello Marine Contracting Corp. on behalf of DANIEL HUME applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated September 23, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application is recommended as Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 16, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the -- - - health, safety and general welfare of the people-of the town, - - --- - - NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of DANIEL HUME to install 246.7 linear feet of rock revetment (includes two (2) 15' returns), along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries; construct a new 4' wide by 105' long staircase down the bluff, 3' above grade to replace the existing damaged staircase; backfill the rock wall with 295 cubic yards of clean up-land fill; place 300 cubic yards of clean up-land fill on the bluff face to fill in gullies and grade to support the new coir log terracing; plant the backfilled area and bluff face with native grasses and shrubs; and as depicted on the site plan prepared by AM Weber & Associates, last dated August 2, 2022, and stamped approved on November 16, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee'of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very my yours, V, Glenn Goldsmith President, Board of Trustees GG/dd C ��g11FF01��0 Glenn Goldsmith, President ,moo oy� Town Trustees A Nicholas Krupski, Vice-President y i 54375 Route 25 Eric Sepenoskio� !� P.O. Box 1179 Liz Gillooly �j ao Southold, NY 11971 Elizabeth Peeples Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: DANIEL HUME c/o COSTELLO MARINE Please be advised that your application dated September 23, 2022 has been reviewed by this Board at the regular meeting of November 16, 2022 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) '/Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.004�1 la,a •�' BY: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President ��o�OCOGy� Town Hall Annex A.Nicholas Krupski,Vice President c 54375 Route 25 0 Eric Sepenoski 4 ,? P.O.Box 1179 Liz Gillooly �y • �� Southold,NY 11971 Elizabeth Peeples �Ol �a' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: N- V&PS7/. C Costello Marine Contracting Corp. on behalf of DANIEL HUME requests a Wetland Permit and a Coastal Erosion Permit to install 246.7 linear feet of rock revetment (includes two (2) 15' returns), along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries; construct a new 4' wide by 105' long staircase down the bluff, 3' above grade to replace the existing damaged staircase; backfill the rock wall with 295 cubic yards of clean up-land fill; place 300 cubic yards of clean up-land fill on the bluff face to fill in gullies and grade to support the new coir log terracing; plant the backfilled area and bluff face with native grasses and shrubs. Located: 14216 Oregon Road, Cutchogue. SCTM# 1000-72-2-5 Type of area to be impacted: Saltwater Wetland Freshwater WetlandySound 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/Modificatio s/Conditions/Etc.: _ -wd.1� -erom �e Present Were: 4'G. Goldsmith N. Krupski ✓ E. Sepenoski `� L. Gillooly E.Peeples SITE PLAN KEY: - - PROPERTY BOUNDARY BUILDING SETBACKS ENVIRONMENTAL SETBACKS EXISTING TOPO PROPOSED TOPO + 45.5 EXISTING SPOT GRADE EXISTING FENCE MEAN LOW PROJECT DATA: -- WATER APRIL 2021 -- —+ +— PROPOSED (FENCE EXISTING CONDITIONS BASED ON -' MEAN LO SURVEY DATA FROM: ~ -- _ W .WATER gpRIL 2021_ AJC LAND SURVEYING PLLC MEALAND SURVEYING AND PLANNING MEAN LOW 77 S. COLEMAN ROAD ♦ -- - ATER JU ...._ _ WATER -- NE 2002 _ CENTEREACH, NY 11720 _ APRIL 2021 { and Soun d T: 631-846-9973 N ongE. AJC246@OPTONLINE.NET yNHlG ~ ` {� _H W AT ♦ HIGH — 15 RO `- - -�R,�APRI�20 _ � � ' AT ER JUNE 2002 — — -... 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Southold Town W AP _ 05 A01gCENr ~♦ aT CTF gtU _ RIL 21 2p - E ' ~ - -- 'o, - - oo., MEAN LOW WATER APRIL 2021 Board of Trustees �ERRggNO ♦ _—-20 —— „ j HIGH ♦ _ — _ !y♦ — .._._ —_ .— — — _ — — t(. — — — — — NOT FOR CONSTRUCTION �` - ---_`}- ♦♦ __- SP� G1GM WATER A _ _ T d:o BOTTO B_WA TER APRIL 2021 ♦ E1N HIGH WATE OF$L--UpF k_APE B 2021 ` - -_ _ _ - _ ARCH 200 R JUNE 2002 _ _ 5 _ _ STAMP _ ♦ ---- --- ♦ B G HIGM WA ' _ �� Q ♦ - - - ` ♦MEAN HIGH WATER JUNE 2 O �..♦- - - - - ' _ - - _ _ 002 ----- ---� ♦: --- �__ _ ___--- -SCUFF-RAPRIL202 , ME IDI TE _TOP OF BLUFF _ ;_- _ `-- - -_ _1 -- _ � - = '' V H1GM }N_ATE _ 1 -- - APRIL 2021 -- -__ ___- -- - N'51 BOTTO —`R APRIL 202 1 _ '- ACOA21 --� - -- - ---___ ---_ -- MBLUFFMARC - ,``--- -, H 2005 �,, - MEAN HIGH WATER APRT SL EROSIO ~ ---------- _ - L ZO OT OM BLUFF MARCH 2 -- _ _ STAL EROSION __ 005 _ AZARD _ N _ � _ _ _ �, ♦ -- - - - __ T �-- --- HAZARDLIN --_-L--- �__--------_ ♦ __ o, __ - _ B07 T F�lA/q — — --__ �� CK ARMOR ♦ �a --- ------- OlI,IO ,.��Q .� TOP EL_ 11.0 AINSOp -�� -_ _. OA gL R_- ��-, '- - _ PBLUFF IL202�____ — — 021 _ _ - - _ — sroNE Sys -_ �) OSION K��413 _ - - __ ro- -_ -_1_-_` - — HIGH WATER APRIL 2 ---- �, ---- — -- OLIN _ - - ------ — - - - - _ _ — _ — — — -- -- B ING BLUFF APRIL -20 1 - - -- - ♦ - C ASTq ---_ _ - _ ao DANIEL HUME 1AC E ------ -- SCTM: 1000-72-2-5 <9� ♦ r� �\ PpF. ar- - `''"` ; S PS _.-----_- _ JR4 --_ - _ _ -ao #14216 OREGON ROAD TO _ _ _ _ . � APRIL 20 TUFF `/ ;--__�` -- - __-�_ -- -- _ CUTCHOGUE, NY - _ ` ♦ _ x�\ _`-'_-- - _ '- - - "'d�;- _ _♦ �° TOWN OF SOUTHOLD _ — < y ♦ _.- ----- ♦ �� --___ j _ __- CO EROSION SUFFOLK COUNTY ♦ _ - 9G� �i� 9 ♦ -_ 4 s se - -- -- - -A-AL ERO HAZARD LINE - - -- - -- . ST — y Gyn OAtE CNAIN u y _ NK CL_ So TOP OF BLUFF -' �- Mtn APRIL 2021 G'F`� ♦ '>� 'LG'a�e ° `� O ereC. 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END. ��'� � — — — — — — — — — — �r BSO 0 nRg 25' WIDE RIGHT OF WAY S71`2�AVEL DRIVEWAY 180.04 � w - ♦ REVISIONS/ RELEASE DATES: 50 WIDE RIGHT OF WAY �- - - -�- - - ---- - �. --�-- - � � � �- �� _ ,� _ - �� _ _ 4 —POST AND RAIL FEN - _ - _ ♦ -01/12/20221 L2.1 FOR CONSULTANT LAND N/F LAURA SOLINGER Ilea.-I'Vo ` REVIEW -01/24/2022 1 L2.2 + L8.1 - 01/29/20221 FULL SET FOR REVIEW 9Y PARCEL N0.5 -08/02/2022 1 PERMIT SET REVS. 9° LAND N/F PETER J FILIBERTO 2010 TRUST 'O S AM WEBER &ASSOCIATES PROJECT NAME: OREGON ROAD ro °s,, MATTITUCK NY APPIkOVED Y 90�` ♦♦ DATE: AUGUST 02,2022 BOARD OF _1 RUSTEES �y� � ° SCALE:1"=40'-0" TOWN OF SOUTHOL® SHEET: EXISTING CONDITIONS PLAN DATE DRAWING: SITE PLAN KEY: - PROPERTY BOUNDARY BUILDING SETBACKS ENVIRONMENTAL SETBACKS EXISTING TOPO PROPOSED TOPO + 45.5 EXISTING SPOT GRADE WATER APRIL 2021 EXISTING FENCE PROJECT DATA: —+ +— PROPOSED FENCE EXISTING CONDITIONS BASED ON LOW WATER APRIL SURVEY DATA FROM: 202? AJC LAND SURVEYING PLLC LAND SURVEYING AND PLANNING MEAN LOW W 77 S. COLEMAN ROAD ♦♦ WATER JUNE 2002` - ATER -- ME APRIL 2Q2? CENTEREACH, NY 11720 - AN RIGH WATER ♦ 14EAN_H1Gt-f WgT - Long Island S _ � (� T: 631-846-9973 RO ._. APRIL 202 . ' - - �R JI.I�IE 2002 ~ ' -- -,. ._.,• D l� L5 r E:AJC246@OPTONLINE.NET - _ CK ARMOR � ,� BOTTOPi� BLUFF f1r1AR90 MEgN LOW W BULK HeAo 2005 - - MEAN HIGH Wq -- _MEgN I ATRgPRPL 2i - N71*26'42"E 185.52 SEP 2 3 2002 ` '♦'• -- . .,_- _ BBOT"- 2021 - - - - -= �-R UNE 2 Q - - - - - - - � - - - - - - - - � 1 SPRI HIG rOlt�BLUFF PUjgRCP 2 .� ,,,,,, ,,� ` Q 2 - _ - _ - - ��. - w �. Boar Southold Town FOR REVIEW & FILING �JA SOT TER gpRPL 2021 - 005 '" -- ME •'�' '� •�„ ur _ x '03 00., MEAN LOW WATER APRIL 2021 d of Trustees NOT FOR CONSTRUCTION 1 1ERRApr ♦ ��` UFF __ - _ ♦ ANHIG '�" .. ♦ �♦ _ - - _ _ _ 4 - - - - - - _ — _ —` ftft — — — 1 — NG _ SPe HIG WATER - �'�' a', BOTTpIyI CATER APRrL 2021 i �• .=, MEAN WA -_ - �° :` __ __ ♦ lbl OF g47 ApR ,v' _` F MARCH;2005 - - ` . •rr ,� GH TER JUNE 2002 - _ - -.,. ,— � Aft -- STAMP Al - ___ — ♦ - --- --__ -- _ _ �$ : x '� „_ ♦r � MAN .,,.,, w.., ,�I - -` _ _ � _ ♦M N HIGH WATER JUN e --- ♦ ----- _ ` ... ... ,,,.. ,rr� - E 2002 _ -_ __ O o TOP OF BLUFF '-__ '- ____ _- ►SI F moi-' -.�R�P-R$GK�M - GH � '�' ""m ... - s EA __ �_ _ - - ATE ..r !r APRIL 2021- - - OR - = R ARUNP1IL 212 ..�?_ W r T C --� _ -; -- ___-- -- �_ , - BL -, _77OAST _' - -- - _._ - ------ - - �. .. ♦ . • . . -` P-Rf1P,�E EG. - ARCH 200 "�'- ME HI LU FF F _M �(L EROSIO �~ . _. ._ _ -- - --_ _.-,___. . ..- - 5 �,,, GH WATER APRIL 20 _a- ♦ N H _COA -- ♦ r - - - _ B q/��II 21 _ HAZARD -- - - SIAL _ - _ 07�COM BLU SINE -- EROS --_ _ +Bt�t1 T FF MARCH 20 .. ION _ __ RQP. STAIRS. : `. -°' _- _ _ 05 - -- H _ , .. � , . . a . o ♦ _ AZ RD L1 y_. u __ ♦� PROP ROCK r' �� NE _. : . . . . + _ . . : . G ARMOR ♦ ROC _ ♦ - B ARM ♦ - -- -- � ►Y�QIr� Xk. /�.� a . TOP EL. R{�y --__ --- =x= . = p,�_ _♦ .w R1= a 11:0 R / INS plc ' .. . .. L E : A-W G�. t •' 21 sr - r . .„ f0 _.�.. : _'= APRIL 20 ares i ' `: ATER HIGH W s r_ ING , , r. •:-. _ OF F L ♦ f ' QF BL20 U - -. . s � — _� , . . . . , ,_. .� . . ♦- cP � .- S �- -.. • • w • '_ , •�.` •....a + : X..-..,_♦ -♦ • ♦ .- . (� .-•-. :..... ...L1, --•. .,d •-x ..lam'i�.'�;. -_ AP ♦ RIL 2 . . . _ - \ � / . . + • ♦ ♦ < •, ♦ :. .' •.•v . +..: .'_ • .. +.. � + -• ♦ •..-. ♦ ..-._ ,yam` , •• ' -..� ♦ . . , a L. ♦ • , . . ♦ , + . -. ( - 30` DANIEL HOME � , ♦ TAt __ : . ♦ + w ,. PE2bT' `_ �_�. �. ♦ SCTM: 1000-72-2-5 P _ BE RE3 a ♦ . Q ' v r 8c�B.L.tJIFL s - STAB7JON _ _ao ♦ ; TOP OF SLUFF -♦ . + + . + • _ 1 +r #14216 OREGON ROAD v ♦ ' APRIL 202? F - :•$T>4E)1[--17AT( 1N "s `Lrl�l�• �� r ` CUTCHOGUE, NY ♦ ` ► _ ♦ _ . . . . s �0 TOWN OF OLD • - 10 + vG �y ♦ --- _•=_ -be : 1 _'^ ;�- EROSION HAZARD LINE SUFFOLK COUNTY ♦ s CO 0U G9 •� GA 1E 4'CHAIN ` s� y y° W� �R LINK — y�r jtfl s O� mm � FENCE o TOP y —. s SEE � OF BLUFF r`.�.�� ? . . + , o 9 ♦ c �, SHEET e ` A F :. . . • • - :. x L r. P _+ <y� ♦ °°� �o� �yo � 0 MER ♦ ENLARGEMENT FOR """' .. ,,,Ir ,` RIL 202? 70 , V ;F T OF BLUFF oe CP o c. M�N cow ♦ y `` ; •' s ♦ RI L 2021 5�a 59 ♦ z ONE _ - - - PARCEL No.2 SEE SHEET LZ R ■'�' s .,,, ,�„ _ e ♦ 'o. 'ENLARGEMENT an„ i� ,� own now 01 ♦ s ♦ ♦ ♦ ENLARGESEE MENT FOR EWA now ' M"' .r �,, .,,■, i � NT PARCEL No.1 � �pA�c a ♦ 2i �jNO ?001- PARCEL eA ; No.3 o ♦ �N ♦ ♦ PARCEL No.4 cp HUME & MUTH, LLC ♦ � ♦ o � 9`dt�/ ♦��9n ♦ QAC PATO O Q�4)A. I� ♦ ` ��7 ° 9 Story x / 6 o•. ♦ ``!'JNAs� g, FZe 426 CENERAroq� ♦ ° �3x 4.Gxg0 FRA*c SIED p� ♦ ♦ '9S°9' WAU� y�P, ♦ ,,.,V ♦ CLEARING LINE o ♦ 47 ♦ ♦ �(� �Y MASONR`( ♦ ♦ ! ♦ CGe'9Y s. O 4L 5s ' n 0o N 0 ♦ 0 40' 80' 4' PVC PICKET FENCE 1-Q MOUND. ��qf kFeFhO MON.FND. �C ��ER REB. FND. — — — — — — — — — — —• — — — — — — — — — — — — SCALE:1"=40'-0" No — S71'26'42"W 180.04 BNO O -- }— � MONS. APRCN'. 25 %pE,RIGHT OF WAY #�Re cc♦ GRAVEL ORI*VAY REVISIONS/ RELEASE DATES: �— —POST AND RAIL FENCE 50 WIDE RIGHT OF WAY 1- - - .� - _ �. ,...� _ .� � _ �. � - ,� _ • s - � _ � - - - - ---0--` ♦ -01/12/2022 1 L2.1 FOR CONSULTANT LAND N/F LAURA SOLINGER R� INA ` REVIEW -01/24/2022 1 L2.2 + L8.1 Ay -01/29/20221 FULL SET FOR REVIEW PARCEL N0.5 ♦ -08/02/2022 1 PERMIT SET REVS. 9° LAND N/F PETER J FILIBERTO 2010 TRUST A R� AM WEBER &ASSOCIATES ♦ PROJECT NAME: OREGON ROAD °NMATTITUCK NY ry ♦ 0 y ♦ DATE: AUGUST 02,2022 y� SCALE.1 40'-0" SHEET: SITE PLAN -CONTEXT kr DRAWING: Lm2 ,o V-0"TYP. GENERAL NOTES: SITE PLAN KEY: -BASE MAP INFORMATION AND EXISTING - - PROPERTY BOUNDARY TOPOGRAPHY AS PER AJC LAND SURVEYING PLLC DATED APRIL 2021 BUILDING SETBACKS ALL DISTURBED/ DAMAGED AREAS OF ENVIRONMENTAL SETBACKS CONSTRUCTION AND BLUFF EROSION TO BE MEAN HIGHRE-PLANTED WITH NATIVE SPECIES INCLUDING EXISTING TOPO '►a.,,,�,ArER JUNE 2002 AMERICAN BEACH GRASS, NORTHERN BAYBERRY, AND BEACH PLUM. TEMPORARY IRRIGATION PROPOSED TOPO SYSTEM TO BE USED TO FIRST(2) FULL GROWING SEASONS,THEN REMOVED IN ITS ENTIRETY + 45.5 EXISTING SPOT GRADE -BLUFF STABILIZATION FEATURES AS PER PROVIDED 9cS� DETAILS AND SPECIFICATIONS EXISTING FENCE �'LG, PROJECT DATA: I L2.4(DANIEL HUME, #14216 OREGON RD) QUANTITIES: PROPOSED FENCE UNTREATED HARDWOOD MATERIAL FOR STAIRCASE EXISTING CONDITIONS BASED ON � -LENGTH OF STONE ARMOR=246'-7"LF —+ I -VOLUME OF PROPOSED CLEAN FILL TO I CONSTRUCTION, TYP. SURVEY DATA FROM: BE PLACED AT ROCK ARMOR= 295 CU YDS -BLUFF FILL(300 CU YDS MAX)TO BE USED TO FILLI -`\ ACQ STRINGER BEYOND AJC LAND SURVEYING PLLC TIE INTO PROPOSED ROCK ARMOR IN RILLS AND GULLIES TO MATCH EXISTING GRADE. NO LAND SURVEYING AND PLANNING AT NEIGHBORING PARCEL TO WEST CHANGE IN BLUFF GRADE WILL OCCUR. I I _ ALL CONNECTIONS TO BE MADE W/HOT DIPPED 77 S. COLEMAN ROAD -AREA OF PROPOSED REVEGETATION PLANTINGS I I GALVANIZED BOLTS & STAINLESS STEEL SCREWS, TYP CENTEREACH, NY 11720 AND BLUFF STABILIZATION FEATURES= 14,870 SF T: 631-846-9973 -STAIRCASE TO BE MAX.4'4'WIDE x 105' IN LENGTH 4x4 ACQ POSTS/ANCHORS/STRUCTURE E:AJC246@OPTONLINE.NET SET A MINIMUM OF 3'-0"OVER FINISHED BLUFF _ AS PER STRUCTURAL ENGINEER, TYP. MEAN-HIGI,VVAT FACE,TYP. - STRINGER WILL BE SET MIN. T OVER —" APRIL 2027 - ROCK WALL NOT TO EXCEED 2.5 TONS PER LINEAR FT. BLUFF FACE BELOW Mftftft,' (ROCK AND GRAVEL BACKFILL COMBINED) FOR REVIEW & FILING EXISTING �,,,� LIMIT OF SEAWARD DISTURBANCE NOT FOR CONSTRUCTION BOTTOM OF A BEACH SITE STAGING. H 0 5 AND MACHINE ACCESS FROM �„ LIMIT OF LANDWARD BACKFILL WITH (295)CU YDS DUCK POND ROAD OF CLEAN SAND FROM AN OFF SITE SOURCE. ab —� ALL DISTURBED AREAS TO BE RE-PLANTED � � __ STAMP: —,� ACCORDING TO PLANTING PLAN 2 WOOD ACCESS STAIRS TYP. - section detail L2 4 SCALE: 1-1/2" = 1'-0'• - + W / EXISTING BEACH TIE INTO PROPOSED ROCK ARMOR �•..,,,, AT NEIGHBORING PARCEL TO EAST _ p n2O22 2 `NioH� S E P PR��Hlv Wqr rroM g gp �� .. 99j7OM ER ARIL 20� � LUFF MARC 2027 Southold Town bF �u F """�•.. '� Board of Trustees + + -+ +_ - } + + BW+/-7.50 - ! L� DANIEL HUME _ � SCTM: 1000-72-2-5 _ 15'-0" RETURN + � 69'-62" + + � #14216 OREGON ROAD CUTCHOGUE, NY ON FLOCK WALL + + - + + + ; � + + TOWN OF SOUTHOLD _ -1-AS SHOWN + + + + + + + + +..- +__.._ + + .■,� SUFFOLK COUNTY - + }- {- 1 - + + + + -�- + + _� ! BOTTOM BLUFF NO ROCK WALL MARCH 2O0�"�05 PROPOSED AT-ADJOINING _¢_ + { { + + _.-( -;- { + { -- _ + +- + 7" + BW PARCEL TO WEST - _ _L _ 74'-5" - 2 - +_ L8.7 -+ _ + +u _ _ - _ + + .� + - + + �- -- --_ +_+ - �.. -+ f + 4—MEAN HIGH WATER APRIL 2021 + + + + + --}-- + + + 7 } + _+ + _� __ + + +VG HIS.WA R - + + + - 'rr�M�F BAF { + -246-61 LINEAR FT OJT-PROPOSED ROCK ARMOR -I _ _ - - _ -� � g2�10�,. FUTURE ROCKWALL - + + + �\� ` _ + _ }.'_ - _+ _+ +` - -- -.. -I- + + + f _+ + + �' + + + f { AT ADJOINING PARCEL _ AS PER INCLUDED SPECIFICATIONS AND DETAI S SPR/IV + -+ _ �_ -�- - - -- -�I- __- _}__ ..� + + `--� --� --�-- �--- +_+ + + + + + + + ` + + + + + _ -�- _ + + ��'—+--- - �- -}- G NCH _ 8p WA E I + + + IMPORTED FILL BE UPLAND + -L { _ _ + + _. _ IMP L _ -+ - +.. __. + + - + + + - + __ _+� +\ + + + + + + - - 15-0" RE1RN -. + gLU �RI�X21 _ + SAND EQUAL TO OR LARGER GRAIN +__ -; + + + - ON ROCK WALL - ___+ ------_.._ + __- + _ ._ .__+ + + + ' -}- � + + + rt -� + r _ � FUT4RF, ROCK WAILL + +- + SIZE THAN EXISTING BEACH SAND __ ___,__AS SHOWN T ADJOINING-PARCE - AT EXISTING RILLS AND GULLIES + + + + + + _ + + + .__ + + _ + _+ + _ +_ + -.__ + + ��+ + + + + r + I TBD +.�+ + + t " , rt r - -, + } } + + + __ �- + + 1- + + + + + + + + _ + + E + + + + + + + _. ..- a._. fi -J- + � _+ -- - -� \ --� _ COAST _... --,- { { - + + -� Ci! AL EROSION PROPOSED BLUFF STABILIZATION PROPOSE- BLU�F ACCESS . - _ _ { - -{- -{ {- + $ + + - -�- -{-- - STAIF2 4'WI 1 �. AZAf�p LINE _ �_ _ + + + + - + �� + + --(_ + + + + + + , AN VEG�TATIOI PLAN INGS "I'YP. gE x 05r LONG -- -�---.._ + -�- + + + -f- ....,,,`� _.._ 0 CU)(DS E PLACED OI�LFACE+_ -S_EE DET_ ILS _! ---- + + -}COASTAL ERdSI ON r {- ( } + �-� + + - At + RR-LINA ~` + __- AT EXISTING RILLS�►ND GULLIES) {1-- -- 4-- --- - _ - 0 + + {- _ + .__._ _._. +. + ..__ _ + �- -1-._ -E .. + +- + \ �- __-- SCALE:1/8"= T-0° -...._. E RELEASE DATES: - __ VISIONS -- + {_ + -! + + + +�-+ ----� - + _._ +_ + )- + + _.. . ___ _i_.. F == - __� -01 1 L2.1 FOR CONSULTANT - - - - - PROPOSED BLUFF STA ILIZATION - _ REVIEW - + t + + + + + + - + -{ + + + -f- + + ..,_. + __.+ + + + _..._ + + + "C + _ t �._ -' I -01/24/2022 L2.2 + L8.1 AN[3 REVE�ETATI�N PLANTING,TYP. " TAL ETON - �- + �— + -I- + �- fi --t(300 C��YDS T�0 BE PACED-�N FAME _I_ _ H ___ �,_ -01/29/2022 FULL SET FOR REVIEW - _ --- �� AT EXISTING RILLS AND GULLIES) -'- -= - \, ' r. _ T _}. _08/02/2022 1 PERMIT SET REVS. I + + + + � + -{- T r -s- + + + + + + + - �.e + ! + �- + + . -{- �� - _.._ + + -( LF -+lam+ + _ + TALC + } + _ - �----`+--�- -� ; + -- -+- { L + + +`'-�+ + - _,-. - + + --T q ROSIO _ _T- + + ,,.�... +�� _� _ + -E + -- + -}- + + HA AM WEBER &ASSOCIATES rop -__ _ �� ,' - oF g� "`�..�.. F BLUFF + + + + + + + _ +_ .� __ +_ + `�- \ i- + -r- + + -- + f`' - + + + + _ _ + + + + + -} + { ApR C1FF -TOP O - - - 2p21 APRIL 202 -f + + _ _- + F +- + �+ -�'��+ + + + +. +_ -}-- + + +�+ 2 -¢ {- !- { PROJECT NAME: -r"- $.7 + 4 OREGON ROAD + �� + �_ + _. + _+ + + - l+ + + + + + - -- - + + + + + ;-_ L2.4 ; : t + MATTITUCK NY \ �q�+ ___..._. + 1- } - - -s {- -{ DATE: AUGUST 02 2022 + _ - h SCALE:1/8"=1'-0° PROF�OSED LUFF ACCES� SHEET. SITE PLAN -PARCEL#2 �'►� + + + �� - -� 4- + + 4 + + + } . +.._,.__.. --F-__ + --, + - STAIRS'WIDE-( 105' SONG !- �- + t -SEE.DETAILS - -_ + + + + - + _+ -.. . . { - -r + + fi + + L 4 I 7- r { {.._ + DRAWING: ow Lm2 . 4 - -...-. + + ' P OF `` qA7�14 o`AFF F��--- TOP OF BLUFF APRIL2021 - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r EL: +1-75.00 1 LL. U.LL N I < O w z_ O W N cn oma) o40 w fx W U D TOE ARMOR ROCK WALL I PROPOSE , PROJECT DATA: LIMIT OF LANDWARD BACKFILL WITH (295) CU YDS OF CLEAN SAND FROM AN OFF SITE SOURCE. I I EXISTING CONDITIONS BASED ON ALL DISTURBED AREAS TO BE RE-PLANTED I SURVEY DATA FROM: ACCORDING TO PLANTING PLAN AJC LAND SURVEYING PLLC I LAND SURVEYING AND PLANNING L O N G 77 S. COLEMAN I I CENTEREACH, NY 1AD20 ISLAND j T: 631-846-9973 SOUND E:AJ0246@OPTONLINE.NET � I,�� ;" ; p �, 2 r �p!I L1 kf" EXISTING BEACH r L8,5 I I . . . ............ . I SEP 2 3 2022 FOR REVIEW & FILING r PROPOSED TOP OF e a z 0,Z 0 .I NOT FOR CONSTRUCTION - - - - - - - - 1- - - - - - - - - - - �- - a � TOE ARMOR ROCK WALL — — — — — — — — — — — — v� I O m I Southold Town EL: 14.00 ` Q _ Board of Trustees 5 a EXISTING TOE OF BLUFF t';'` uu I `t — K` 1 (BOTTOM OF TOE ARMOR-- - L - - - - - - - - - - - - - - - - - - - - - - - - - - - I EL: +_ STAMP: ROCK WALL) APPARENT HIGH WATER LINE EL: +/-4.00 / . BOTTOM OF BASE STONE ' EL: +_/�— 1 PROPOSED BLUFF OVERALL TYP. - section elevation detail L8.5 SCALE: 1" = 10'-0" DANIEL HUME SCTM: 1000-72-2-5 1F #14216 OREGON ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD 3 SUFFOLK COUNTY 8.0 SEE TECHNICAL REVEGETATION PLANTING PLAN 12" COIR LOG DIA. SIZE (TYP.) FOR PLANT SPECIES QUANTITIES SIZES AND ---- -- /' -SEE PROVIDED SPECIFICATIONS LAYOUT, TYP. \ �� V �� ON DETAIL 2, L8.2 LANDWARD LIMIT OF BACKFILL, TYP. { J� CONTRACTOR TO COMPACT ALL NEW -- MAT LIMIT OF LANDWARD BACKFILL WITH (295) CU YDS ER AL @BLUFF FACE BEFORE ��" COIR LOG &JUTE MAT INSTALL TYP. OF CLEAN SAND FROM AN OFF SITE SOURCE. - �. �� - � , ALL DISTURBED AREAS TO BE RE-PLANTED ACCORDING TO PLANTING PLAN 1-1/2"TO 5"GRAVEL OR CRUSHED STONE FROM �/' OFF-SITE QUARRY � �'r^ � - // JUTE MATTING (TYP.) -SEE PROVIDED SPECIFICATIONS -(176) TONS TOTAL �� " � U K ON DETAIL 2, L8.2 (COMBINED TOTAL WITH TOE ARMOR ROCK , NOT TO EXCEED 2.5 TONS PER LF) �r_ RE-PLANT ALL DISTURBED AREAS WITH AMERICAN PROPOSED TOE ARMOR ROCK WALL, BEACH GRASS AT 8"O.C. (TYP.) 2.0 TON STONES STACKED (4) HIGH, APPROX. ± t7 1.46 TONS PER LF OF SHORELINE. I �, COIR LOG, STAKES, JUTE MATTING, AND TOTAL OF (317) TONS ! '` t, l -- IMPORTED SAND PLACEMENT AS PER -ANGULAR BOULDERS TO BE USED (NOT ROUNDED) ,'v� + \ PROVIDED DETAIL AND SPECIFICATION PROPOSED TOP OF TOE ARMOR ROCK WALL -r - - - - L - - - - - - - '� 3XT GEOGRID MIN 3500 $/FT EL: ' / _— - TENSILE STRENGTH (ULTIMATE), TYP. 0 1 w _ MIN.WALL w BATTER U) d 5 W _ REVISIONS/ RELEASE DATES: 01/12/2022 1 L2.1 FOR CONSULTANT zo :. REVIEW -01/24/2022 1 L2.2 + L8.1 �. . - 01/29/20221 FULL SET FOR REVIEW BASE STONE SET AT OR ABOVE AHW LEVEL '- - -08/02/2022 1 PERMIT SET REVS. r EXISTING TOE OF BLUFF (BOTTOM OF TOE ARMOR ---- ' LINE OF EXISTING BLUFF FACE AND TOE OF BLUFF (TYP.) ROCK WALL) 7 — ! __ e_ .. .�__ AM WEBER &ASSOCIATES EL: +_ 2: .. /ll1 WRAP BACKSIDE OF ALL STONE IN GEOTEXTILE FABRIC (TYP.) i - MIRAFI 110ON BY'TENCATE' PROJECT NAME: A N ROD d WRAP TRANSITION OF NATIVE SOIL SAND AND IMPORTED 11'-5" OREGON U O D STONE IN GEOTEXTILE FABRIC (TYP.) APPARENT HIGH WATER LINE :-' �_��- MIRAFIIIIIOONBY 'TENGA I'E' DATE: AUGUST 02,2022 SCALE:AS SHOWN BOTTOM OF BASE STONE EL: +_4.Q0 \ — UNDISTURBED SUB-GRADE, TYP. SHEET: PARCEL#2 DETAILS 2.5'AVERAGE 3'-0„ WIDTH 1'-4„ DRAWING: 5'-6" -6'-0" (VARIES) Lm8 . 5 2 ROCK ARMOR AND BLUFF STABILIZATION TYP. - section detail X8.5 SCALE: 1/2" = V-0" 12" COIR LOG DIA. SIZE (TYP.) -48" HT. WOOD STAKES, FRONT & BACK 0 4' O.C. (TYP.) COIR LOG ROW SPACING IS 4' O.C. (TYP.)TOP DOWN, 5' O.C. LATERALLY UP BLUFF FACE - REVIEW ANY SPECIAL CONDITION OF ALTERED SPACING W/ LA AND ENGINEER FOR APPROVAL -IDEALLY, WOOD STAKES WOULD REACH DEPTH OF EXISTING, UNDISTURBED SOILS BY MIN. 24" DEPTH JUTE MATTING TO EXTEND BETWEEN COIR LOGS AND OVERLAP ONTO STAKES. / PROJECT DATA: - 12" METAL U-STAKES TO BE USED AT 12" O.C. (TYP.) V-0" TYP. -ADD 48" HT. WOOD STAKES AT JUTE MATTING WHERE NECESSARY DUE TO FILL PLACEMENT ALLOCATION EXISTING CONDITIONS BASED ON IDEALLY, WOOD STAKES WOULD REACH DEPTH OF SURVEY DATA FROM: EXISTING, UNDISTURBED SOILS BY MIN. 24" DEPTH AJC LAND SURVEYING PLLC LAND SURVEYING AND PLANNING SEE TECHNICAL REVEGETATION PLANTING PLAN ' 77 S. COLEMAN ROAD 0) O CENTEREACH, NY 11720 PLANT SPECIES, QUANTITIES, SIZES, AND - � LAYOUT, TYP. T: 631-846-9973 E:AJC246@OPTONLINE.NET CONTRACTOR TO COMPACT ALL n20222 NEW MATERIAL@ BLUFF FACEQ DBEFORE COIR LOG &JUTE MAT �'� FOR REVIEW & FILING 71.PINSTALL, TYP. ySEP NOT FOR CONSTRUCTION G Southold Town � UNTREATED HARDWOOD MATERIAL FOR STAIRCASE Board of Trustees CONSTRUCTION, TYP. STAMP: --- ACQ STRINGER BEYOND ALL CONNECTIONS TO BE MADE W/ HOT DIPPED - - o'' 4'-0" TYP. I I GALVANIZED BOLTS &STAINLESS STEEL SCREWS, TYP. _ I 4x4 ACQ POSTS/ANCHORS/STRUCTURE AS PER STRUCTURAL ENGINEER, TYP. - STRINGER WILL BE SET MIN. 3' OVER BLUFF FACE BELOW DANIEL HUME SCTM: 1000-72-2-5 #14216 OREGON ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD SUFFOLK COUNTY 1 WOOD ACCESS STAIRS TYP. - section detail r2� BLUFF STABILIZATION TYP. - section detail L8.2 SCALE: 1-1/2"= V-0" �_2SCALE:3/4"= V-0" REVISIONS/ RELEASE DATES: -01/12/2022 1 L2.1 FOR CONSULTANT REVIEW -01/24/2022 1 L2.2 + L8.1 -01/29/2022 1 FULL SET FOR REVIEW -08/02/20221 PERMIT SET REVS. AM WEBER &ASSOCIATES PROJECT NAME: OREGON ROAD MATTITUCK NY DATE: AUGUST 02,2022 SCALE:AS SHOWN SHEET: BLUFF STABILIZATION DTLS DRAWING: L� 8 . 7 OFFICE LOCATION: , MAILING ADDRESS: Town Hall Annex � �� b, P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date; October 16, 2022 Re: LWRP Coastal Consistency Review for DANIEL HUME SCTM# 1000-72-2-5 Costello Marine Contracting Corp. on behalf of DANIEL HUME requests a Wetland Permit and a Coastal Erosion Permit to install 246.7 linear feet of rock revetment(includes two (2) 15' returns), along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries; construct a new 4' wide by 105' long staircase down the bluff, 3' above grade to replace the existing damaged staircase; backfill the rock wall with 295 cubic yards of clean up-land fill; place 300 cubic yards of clean up-land fill on the bluff face to fill in gullies and grade to support the new coir log terracing; plant the backfilled area and bluff face with native grasses and shrubs. Located: 14216 Oregon Road, Cutchogue. SCTM# 1000-72-2-5 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 and the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies. 1. Bluff stabilization on the slope should be required before stair replacement. Note that the hardening of the toe of the bluffs results in the potential loss of the beach due to sand supply loss. Further, properties adjacent to these structures that are not hardened suffer accelerated erosion due to diverted wave energy that effects the property. 2. The bluff slope exhibits severe erosion. 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 John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Thurs., November 10, 2022 the following recommendation was made: Moved by John Stein, seconded by John Chandler, it was RESOLVED to NOT SUPPORT the application of DANIEL HUME to install 246.7 If. of rock revetment (includes (2) 15' returns) along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries. Construct a new 4' wide staircase down the bluff, 3' above grade to replace the existing damaged staircase. Backfill the rock wall with 295 cy. of clean upland fill. Place 300 cy. of clean upland fill on the bluff face to fill in gullies and grade to support the new coir log terracing. Plant the backfilled area and bluff face with native grasses and shrubs. Located: 14216 Oregon Rd., Cutchogue. SCTM#72-2-5 Inspected by: John Stein, Shannon Wright The CAC does Not Support the application as it goes against the mission statement of the Conservation Advisory Council. The CAC requests this area of shoreline be classified as a sensitive area, referencing "The Starvation of Southold's Beaches" prepared by former CAC member Doug Hardy, dated January 13, 2014. Vote of Council: Ayes: All Motion Carried Conservation Advisory Council, Southold,NY 13 January 2014 The Starvation of Southold's Beaches The Conservation Advisory Council has become concerned about a series of waterfront applications in which some property owners along Southold Town's north shore are asking the Town Trustees for permission to harden unvegetated bluffs to limit the loss of bluff sediment due to erosion. The property owners' concern is that this erosion causes landward retreat of the bluff line that may endanger structures on the property. The fact that such bluffs are unvegetated is clear evidence that natural storm events are actively mining these bluffs for sediment and will continue to do so as the sea level continues to rise. The CAC's concern is focused on the fact that natural excavation of sediment from such bluffs is vitally important as the major source of sediment that nourishes and maintains the beaches from Mattituck to Orient Point. u,. r a Figure 1.Unhardened but eroding bluffs such as those here between Town Beach and Horton Point supply sediment to support a natural,wide beach. 12/01/2014. An introductory course in coastal geology teaches that beaches are created by the movement and deposition of sediment along the shore, following a natural and predictable process. This process, commonly termed the longshore or littoral drift, is a mechanism that forms, maintains, and destroys beaches. The longshore drift has three dynamic zones: excavation and sediment-loading, where wave action mines sediment from a source; transportation, where longshore currents carry sediment suspended in the Page 11 Conservation Advisory Council, Southold, NY 13 January 2014 water column downstream; and finally deposition, wherever this longshore current slows down, causing the suspended sediment to drop out. Manmade interference with the function of any of these zones will result in often unwanted changes to the shoreline downstream. The most important of these zones is the source, where wave action excavates sediment, which becomes the sediment load carried in the water column by the longshore current. If this sediment mining is prevented, the beaches downcurrent will be starved. Shutting off this sand train profoundly changes the profile of these downcurrent beaches. Failure of sediment replenishment causes the beach profile to become lower and if hardened by unnatural structures to become narrower or to vanish, and the sediment texture changes from fine sand to pebbles and cobbles The lowering of the beach level, as well as the beach narrowing, allows storm waves to release erosive energy higher up on the shoreline, which in turn allows the scouring action of waves to be more effective, particularly as sea level rises. The north shore beach profile changes seasonally, principally during the colder months when strong prevailing winds roar down the length of Long Island Sound from the northwest, driving a strong longshore current, capable of carrying heavy loads of suspended sediment, eastward. In summer months, with prevailing southwest winds, the longshore currents are weakest and minimal longshore drift occurs. This weaker drift may actually allow a slight accretion of sand onto the beaches in summer but not enough to make up for the sediment losses of winter. Second homes not occupied during the colder months make up a large percentage of Southold's waterfront homes. Owners of these properties, less likely to witness strong winter storms, have their perspective shaped by the gentle southwest winds of summer. These pleasant summer conditions nurture a mindset among property owners that simply hardening their property would be a reasonable solution to their erosion problem. They are unaware of the predictable consequences awaiting their neighbors downstream if the nourishing sand train is slowly choked off bit by bit. One practice the Trustees currently follow to address bluff erosion is to approve applications for toe armoring, by which boulders are placed at the foot of bluffs in an attempt to impede the scouring actions of storm waves. Page 12 Conservation Advisory Council, Southold, NY 13 January 2014 Evidence does not support that this is an effective solution in all situations (Figure 6.). Applications are separately submitted by property owners and separately considered by the Trustees at different times. The result of this piecemeal practice is that some properties are being hardened while adjacent properties for which no applications were submitted remain unprotected. This begins a downward spiral of bluff change by putting the shoreline out of alignment, with unprotected bluffs being selectively and aggressively eroded while armored bluffs are less affected. The shoreline assumes a crenulated pattern of hardened, micro-peninsulas of rock armor jutting seaward. Interspersed between these armored projections are deeply indented bluff faces where waves have carved out the unprotected bluffs. As the eroded indentation deepens over time, the sediment is mined at the side walls, undercutting the sediment behind these hardening structures of the adjacent protected property (Figure 4). This mining and undercutting will trigger a response from the owner of protected property to construct a return wall of bulkheading or toe armor to prevent the bluff from being eroded from behind the armor. The cycle of erosion and response will continue as long as the sea level continues to rise. As more and more bulkheads, seawalls, revetments and toe armor are installed and less sediment becomes available for transport by the longshore drift, the beaches downcurrent starve, causing drastic changes in shore profiles. The damaging effect of this excessive shoreline hardening is already evident in erosive hotspots from Mattituck to Orient. A short walk west from Town Beach provides a good example of these shoreline dynamics in action and with them the future of Southold Town's coastline under present management practices. Here, encapsulated in just 1/2 of a mile, are revealed the geophysical and legal problems the Town Trustees confront now and will face in the future. On this walk, one first encounters a row of houses set low on a beach that already suffer the ravages of storm surges, as evident by wood boards and boulders assembled for protection from flooding (Figure 2.). This flooding is the result of the beach being lowered over the past few decades because of insufficient sediment replenishment. The lowering of these beaches is not unknown to Southold Town, which regularly renourishes Town Beach with sediment to protect the beach and adjoining parking lot from storm washouts. Page 13 Conservation Advisory Council, Southold,NY 13 January 2014 Y GIv Y1R..—rsrww't 7M9 p y Figure 2. Soundview Avenue, Southold,west of town beach.Groins and bulkheads to the west inhibit the supply of sand with the result that the beach is lowered, allowing storm surges to attack residences. 11/12/2014 Proceeding west, one encounters a town-built revetment on private property (Figure 3), paid for by town taxpayers, to prevent Soundview Avenue from being washed away. The property owner thanks the taxpayers by posting "Private No Trespassing" signs. This town-built revetment has facilitated a serious blowout of the unprotected bluff immediately to the east with the result that the bluff line has retreated 10 to 12 feet landward from the revetment toe since the revetment was built in 2012. n i Page 4 Conservation Advisory Council, Southold, NY 13 January 2014 Figure 3. Soundview Avenue.An unprotected bluff blowout occurs at the east edge of a town-built revetment because the revetment is more resistant to erosion but is subject to being outflanked by erosion from the side. 12/26/2012 [] On reaching the west end of this revetment, one comes again upon another unprotected, seriously eroded bluff, above which is perched a residence in danger of being undermined where erosion has moved the bluff back by 20+ ft. Thus, at both ends of this town-built revetment unprotected bluffs have been seriously compromised. As shown in Figure 4, we have a sharp right angle boundary between an unprotected bluff and a 9+ ft. high vertical concrete, return seawall which extends seaward perpendicular to the beach. At the right angle corner where the bluff and seawall connect, erosion is intensified and is now cutting back behind the seawall to threaten the integrity not only of the seawall but also of the foundation of the seawalled residence it was built to protect. " fb 1,° .c'�% „p'7Pqq..�""", ... `-� �a*� ��ywy,e •,�r a 'r,a a 3`rM ' - b". �' , .,c a Figure 4.21815 Soundview Avenue.Bluff blowout adjacent to a seawalled property that itself is threatened as erosion cuts back to outflank the seawalled property's foundation and also undermine a neighbor's unprotected residence.Notice the wired gabion placed to protect the bluff has been tossed aside by wave action. 11/12/2014 Page 15 Conservation Advisory Council, Southold,NY 13 January 2014 One next encounters two boulder groins, the second of which is unsafe for normal foot passage. a 1�,746 : 4 qar Ew ry Figure 5.21815 Soundview Avenue.Boulder groin blocks safe public passage along the beach,which is a violation of the public's right of lateral access. 12/26/2012 If one manages to safely negotiate this boulder groin, one encounters a formidable wall of bulkheads that stretch uninterrupted into the distance (Figure 6). Page 16 Conservation Advisory Council, Southold,NY 13 January 2014 p i �✓ ri%/%rf f/rr��r.. l r � w r r�r �y✓ir f�U ��' r r 9 Figure 6. Soundview Avenue.Low Tide. Wave scour against bulkheads causes the beach to disappear, along with public access, because sediment is removed and not replenished.Notice toe armor has been scattered by wave action offering little protection for bulkheads,which calls into question the effectiveness of toe armor in all situations. 11/12/2014 Such a long continuum of vertical bulkheads presents an unnatural face to confront the fury of gale-driven storm surges with wave energy reflected rather than absorbed as it would be on a gently sloping natural beach. Wave turbulence intensifies at the foot of the bulkhead, picking up loads of sediment to be carried away by the longshore current, which itself is now speeded up by absorbing the reflected wave energy. The power of the wave turbulence is more than enough to scattered poorly designed toe armour emplacements. Dramatically, the reflected waves mesh into the incoming storm waves to explode as vertical masses of sea spray that impact and erode the unprotected bluff above the bulkhead (figure 7.). Page 17 Conservation Advisory Council, Southold,NY 13 January 2014 Figure 7.21815 Soundview Avenue. Storm waves strike vertical bulkheads with explosive force jetting up massive and repetitive sea sprays that can be over 20 ft.in height and capable of attacking and eroding bluffs above bulkheads. 10/29/2012 The sediment-depleted beaches fronting the bulkheads thin and gradually vanish. As beaches shrink bit by bit, these permanent bulkheads, toe armor, groins, and revetments are increasingly awash at low tide, drowning the public's right to walk the beach. The boundary of town- and state-titled public land supposedly begins at mean high water, with private title extending landward. This poses an important question: With a landward-moving shoreline, does the state or town title move landward with it, or does the property owner retain title to the underwater portion of the property? Various decisions of the U.S. Supreme Court— such as Illinois Central R.R. v. Illinois, 146 U.S. 387 (1892) or New York State Supreme Court Tiffany v. Oyster Bay, 234 N.Y. 15,20 (1922) — seem to lean toward the shoreline's being "in trust for the public good," where public good supersedes private interest. The answer to the question of who owns land reclaimed by the sea will have a vital bearing on what legal, cost-effective, and engineered tools can be applied for rational coastal management. The Trustees have little control over the submission of applications for shoreline modification, which come trickling in separated in time and location. The Trustees are compelled to make rapid decisions on each Page 18 Conservation Advisory Council, Southold,NY 13 January 2014 individual application that, if approved, may establish precedence for the future approval of similar applications. Later, such approvals, some of which require variances, may have unintended and detrimental consequences. It becomes difficult to revoke a precedent as it opens the avenue for the property owner to sue. The lurking threat of such lawsuits can cripple rational coastal management. The CAC would respectfully like to propose to the Southold Town Board and the Town Trustees a management plan for maintaining the natural ribbon of beaches from Mattituck to Orient Point. The unvegetated bluffs on the north shore of Southold Town facing Long Island Sound should be declared sensitive areas. On bluffs so designated, the degree of hardening permitted would be severely limited, and special scrutiny of any proposed hardening project's short- and long-term impacts on adjacent properties would be required. Designation as a sensitive area would alert the present or potential property owner to the special nature of the property. By being alerted to the natural environmental impacts acting on the property, the potential or existing property owner would be able to wisely shape his/her financial investment and expectations for the property with the knowledge that the bluff line will advance landward at a roughly predictable rate. The Town Code should be modified to extend the setback of property structures related to the degree of bluff landward advancement at the site. The building code should encourage designs of property structures that incorporate features allowing structures to be moved landward as the bluff line advances. The properties should be configured to allow sufficient setback retreat. The Southold Town Code should adopt The N.Y. State Sea Level Task Force planning standard for future coastal management development, based on the prediction that the sea will rise 31/2 feet by 2100. The Town Code appears to be based on the belief that sea level is unchanging and deeded property rights do not change whether or not a property is flooded by tide water. The Trustees apply this code despite clear tenets of the Public Trust Doctrine and U.S. Supreme Court decisions that the private property line ends at mean high water. Sadly, the common enemy, a rising sea, is creeping landward and has no respect for property rights. The best military response to an overwhelming force is retreat. When that force is a rising sea, all plan Bs, whether bulkheads, toe armoring, groins or beach nourishment that attempt to oppose such an enemy are merely delaying actions and will eventually fail. The price of this failure will Page 19 Conservation Advisory Council, Southold,NY 13 January 2014 be high, whether the cost is swallowed by the property owner or the taxpayer. It is appropriate here to put in perspective the magnitude of geologically recent sea level changes, from the prehistory of early humans to the present time. Starting 135,000 years ago at the end of the last inter-glacial period, just before the most recent glacial period began, the sea level was 20 to 30 feet higher than it is today. At the end of this past glacial period,just 12,000 years ago, sea level was roughly 400 feet lower than it is today. In just 12,000 years, sea level has risen 400 feet as the ice sheets have melted due to the climate warming we are experiencing today. A significant difference between present humans and our prehistoric ancestors is that they were nomadic and could retreat as the coastline flooded. Today, we have cemented ourselves permanently to the edge of the seashore, unable or reluctant to retreat. There will only be one winner. Southold Town officials must publically accept the fact that the rising sea level constitutes a threat to public safety and property. The Town Board and Town Trustees must stress that most attempts to stabilize or defend public or private waterfront property will at best be mere delaying actions. Acceptance of these facts should compel a revision of some coastal management practices by the Town Trustees and a revision of applicable town codes by the Town Board. The present practice of hardening the shoreline with an uncoordinated and piecemeal style of management is guaranteed to fail as the rising sea continues to nibble its way into the land. Page 110 { Glenn Goldsmith,President O��SperO(�COG Town Hall Annex A.Nicholas Krupski,Vice President �� yJe 54375 Route 25 0 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �Ol Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Daterrime: Completed in field by: Costello-Marine Contracting Corp. on behalf of DANIEL HUME requests a Wetland Permit and a Coastal Erosion Permit to install 246.7 linear feet of rock revetment (includes two (2) 15' returns), along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries; construct a new 4' wide by 105' long staircase down the bluff, 3' above grade to replace the existing damaged staircase; backfill the rock wall with 295 cubic yards of clean up-land fill; place 300 cubic yards of clean up-land fill on the bluff face to fill in gullies and grade to support the new coir log terracing; plant the backfilled area and bluff face with native grasses and shrubs. Located: 14216 Oregon Road, Cutchogue. SCTM# 1000-72-2-5 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.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples *41 q,Am," py" SUBJECT To COVENANTS RESTRICT�=S PASE W W - ----------- PRAINA(5E GAlLGQLA�tT1QN WrOLK COW-r 1:>_ePAWOVNT Of:WAM SMVIM 44AWI�'X)645 N.Y. 145"- 'P or -V AREAQ AQ 1AAT WHERE SHALL DE 50' $Ur-F 5� I �1` -6 ............................................. 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SURVEY DATA FROM: __t'0E,'s�N{'OVV I PATER AF r AJC LAND SURVEYING PLLC 0<1 LAND SURVEYING AND PLANNING _ �EAI� f- (� {� 77 COLEMAN ROAD E C L� CENTEREACH, NY 11720 - \ -WkTEh� ,IUI�jE 20r� - O`1 -�r" �7-__"/'GF , 2'027 -- - 02 - ED T: 631-846-9973 \ - - _ Island Sound -_ -_ O n (� E.AJC24 PTONLINE.NE _ M MEA V @ T iGH IAA r ♦ - - �N HIGH b ATER - q r p ,, ) �1t'�'2 R ERMgPRfL 2('21 - JUNE 2002 ylE OcKgRMOR SOT-T-Ot�1 BLLrFF ~ ' -~ ~ - N Lr wA eu H 't)At=OH LOOS - vi�AfV Hf - - - -f49Eq - - - - RRf z� off, - - N71'26'42"E - - - - - - - 185.52 soUthold Towyn - EAD - __ - GH VV, r _ _ - _. N-�` - -- - _ Z Board of Trustees FOR REVIEW & FILING - pR77 202 R N J 13 -0,A4 8LL,fi� 1 �2 — _ �� _ �� NOT FOR CONSTRUCTION 4P j. - - - r,; rf`J� - _ - - _ -- - jo, - - - - oo. MEAN 1_01,1' �"NATER ,APRIL - ADJnCEN \` 8-C, TCf App �J J-fI H v� ♦` - -- " c �\ \; *1ACIN^ \ �_ _ �,. .__ _.. - SPRj. 'yry' f�iG — BOTTOn,� AT�R_APR L 2�`1 _ MEAN HfGH w,ATE _- H `" - � \ S FF tV.�r R�r�F. � - �>o;, - CH � R JUN 02 STAMP E � E 20 Bt--.._ ff �CQ_i �. -` 2005 r - _ - - _ __ ♦ $( � ATTR A RIL '_ � -- _ � Ht — 2102 - - i \ - - ,GH _ ♦ \ NIG - r _ — _ p\�'- BOTTOM _ ER gPf�iL21 - --- �_ �- ♦ _ __ F BLUFF= - r9 A�R1L,Z02�----. _ _-- __- ___ ` � �-, - _ _- -- '- -_ - -,t - MARCH2O05 `"` ��''-�- .- � ._.. , _.._ BOTTOM BLUFF F;<, .APRi! 102; - - MARCH 200,5 S _ - - - ♦` i S'ON HAZARD LIN _ OA iAL.EROSION H - _ `` - ♦_ __ - - ♦ `•a., --'�` �'r, \ _ __ P- �-f-�z -,r. -- __ _ _ 'p ROCK ARMOR - \ BOT7Oftf `" Atr- lj 2(�� r�: TOP EL. 11. --- - --- O B! -� - - - - - - - - - _.. - ^Jla1c 1�PRIL202� -- _ - _ --- ---- - STALE - _ - '�~- __ - - - - HlCti _ \ sroNEs - - _ �R4StON N, Igt? 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"'re SCALE: COvrRS SOLE: 1"-40'-0" •- MON.FND. kaY a, \MON.FND. - - _ _ .. _ _ - P,E6. FND. - -��qvt - - - - - - - - S71'26'42"W 180.04 Bsp ram l vFNRON 25 w:oE RicHr of wAY Vkrct.DRIVEWAY *FIRwE LL\ REVISIONS/RELEASE DATES: .� POST AND RAIL --ENCS \ -01/12/20221 L2.1 FOR CONSULTANT 50' WIDE RIGHT OF WAY �-- - - ---- �- - ------ - - - -. -.- - -� -. - __ � _ _ � _ .� � _ _ - - - -- - - - - -�-___ Rea, REVIEW LAND N/F LAURA SOLINGER D ` -01/24!20221 L2.2+ L8.1 -01/29/20221 FULL SET FOR REVIEW e - PARCEL No-5 \ -08/02/20221 PERMIT SET REVS. c��kRr \ yq LAND N/F PETER J FILIBERTO 2010 TRUS- �sr � G a,O AM WEBER & ASSOCIATES PROJECT NAME: OREGON ROAD MATTITUCK NY '% \ P-, \ DATE: AUG JST 02, 2022 Fy r SCALE: V" 40-0" SHEET: EXISTING CONDITIONS PLAN NYSOEc TJ 0 PEA 40M AS PTERM,-, -r DRAWING: SITE PLAN KEY: PROPERTY BOUNDARY BUILDING SETBACKS P r ENVIRONMENTAL SETBACKS EXISTING TOPO PROPOSED TOPO + 45.5 EXISTING SPOT GRADE � EXISTING FENCE PROJECT DATA: —✓I�APJ LO�'pV Vyp'�TER h�F,t� Wil'?1 PROPOSED FENCE EXISTING CONDITIONS BASED ON SURVEY DATA FROM: AJC LAND SURVEYING PLLC LAND SURVEYING AND PLANNING -' -- ,- �E�N HlGy \ - �ArER '1UNE 20�J2 , ` MEgN `G,rV �,,,tA 1 E 77 S. COLEMAN ROAD \ - t APRIL 202' (� (� [� CENTEREACH, NY 11720 I ! d Sound AN HGH �,�, \ - -- r-_SEAN HtG � ,� ' -- .-_ 0n a n D LC l� L� p U T: 631-845-9973 _ _ E:AJC246@OFTONLINE.NET Rpc �Ar�R APR,L 202 -- _H ��,�,T�R_ ;�� - KgRM�R BGrT,�r:4 BLUFF n,NR , o�,� `- ' -- __ — _MIIEAN Lp,M 4EgD - ASEAN ` ,=gAPR ' s SEP 2 3 2022 / 7 02 1 185.52 -� OTrGM BLUF _ - ""� NE�0� ..._ � � Southold Town HIGH — — _ -- fi r�� ; Cti C��c ""' +� + -- -- �� Board of Trustees FOR REVIEW & FILING BT �� vq�Eq` Rtt�2,�2s" _ _ _ _ _ _ .. ,w + pp o 0o NOT FOR CONSTRUCTIOt rEafgc£Nr - DLTIFF _ �j� -.- �9� 1JV f+ _- -_ �\ MEAN LOW WATER APRIL2'021 RRgGN TO +! a+ i+ — — — — - - a 7� _ �jn E� C ^� Is JF TER A - 2021 �' o`' um _ _ ME (y - 7 'R] 9p . -- _ - ~ _ MA \ _ - RCH 200 __ immen y -PROP ROCK ._._ 2 _ Jsells -_ •r. 50 \ :�:.aJi. ��=�. �� HIGH smile +� ..,,ftft now .. .mm„ �„� V1rATER JUNE 2002 ARMOR SUP Or Eit_UEF ' _-_ - - - _ - - tfi. 1: F Ht \ 'n. ... y ... ,� EAN - - P ;T _ ATER AF f; "'� ..A AFAM ate,- s\ _ _ R L�07 C > . H F M - — 2W1 ARMOR - •.� ST � - _ 4 --___ __ -- • -. . . .' ARCH ----- _ y - _ /� EROSION -� --- ; - -- -- __` _ _ _. PROP.REYEC� :r c 2005 �► w PSE HIGH ✓vAT ARMO _CpASTAL EROS - _ .. \ ._� HAZARD LINE --•_ � BLUFF '•:-. _.-- . . - — � .._ .-._._ . . BLUFF , __ >, L L y ION HA q ____-__- __ PROJ . STAIRS _ - r \ n,1ARC H 200? LI NE l STAtLtZAfiIOM _;tia - \` PR ROCK \ _ , - - i TOBEAC _ B e� - ARMOR \, ROCK - ®REMA - - -- -' j -,-'.►�' ..i,.,�,J, ._ ._, _�.� .. , - .. `.-'�+�'-.l.tf: raa�y�`r - .: t •. �� J�/Ipt� fN5 of - -_ _, -- ._: T1 LUt`:: a 2t]2 - e� 4 TOP p1I f SCtL i S E L 2 -, NE . _ ING AP2Q, R.L -� - _ _ , �. EX[STING STAfRS' - :� ?Cj3AS y - - PROP REVEG -30` y 4 - \ PROP REVEG -> L - -- -TQ..BE REMD $,BLUFF - _, STABILIZATION b; 920 \ TOP OF -z. - - \ - APjRIL 2 BLUFF --- STABILIZATION50 - \ `' ✓./- _ \ v , T ^• - . G - 4 y 6 ~-6�- � _ - _ -EROSION HAZARD LINE T y T do �. �., A GiA�N u _- GA C`y� O f• eft awn �f� AeC INCE .3 )'Op - -. > , S • o M \ EES "w .,- V «. BLUF r_._ -• �2c \ oo°°�` a� � Ec. MSR ENLgR EET L2.4 FOR �"' � .,n � � ` ` c� ! '�2 t 70- -70 F 10 C\0 g 0Ec7�ec. M \ GEILfiENT + r F E4 UFF 2�taa g P pHA CDyER `` R I . -j 21 'IS PARCEL PARCEL No.2 man EE SHEETw` *am � mommemse \ FMen, Nam L2.5 FOR EN�RGEMENT seems .u"� m.. o saw N, was N� �s ■� me� \ 771RS \ \ ENLARGEMENT L2.6 FOR •.. + "' ffso soft t.. ,,,� \. \ r0 ARGEMENT + seen PARCEL No.1 PATO o� ZO 400 POOL pA1ER - �� PARCEL No.3 � \ \ PARCEL No.4 \ vo 9 HUME & MUTH, LLC o TS TL o \ �`F 3 cavje Q� 9� o \ \� MAS es\de�Ge ZVINWA7 j� Gym R#�42�6 \ � o 3O�D 4.DxB. Rq S14CL Oar' c� \ \ 9E PAO ��y \ \ CLEARING UNE 'Z- �kc t� x � UNE �p� 4 O I 141, J \ 0 40' 80' n Qipr `yip �O L� 5 N. GAS 4' PVC PICKET FENCE J o� y MON-FND. qy �Nf EL,-C. (2) / — — _ — _ � _ _ — — — — — — \MON.FNI). — — — — COyEqCOt>FRSRE9. FND. �'{}�' " -Caa� � SCALE: 1"=40'-0" S71-26'471-W 1 80.04 aox p � 0 25' WIDE RIGHT OF WAY wEtt\ 50' WIDE RIGHT OF WAY _ _ � _ _ _ � _ � _ _. _ � _ � - � _ GRAVEL D(POST Y REVISIONS/ RELEASE DATES: f— _ -POST AND RAIL F_NCE - - �-` \ -01/'2/20221 L2.1 FOR CONSULTANT LAND N/F LAURA SOLINGER RF90 REVIEW 01/24/20221 1_2.2 + L8.1 01/29/2022 j FJLL SET FOR REVIEW PARCEL N0.5 \ -08/02/2022 1 PERMIT SET REVS. v� LAND N/F PETER J FILIBERTO 2010 TRUST �S F F� AM WEBER & ASSOCIATES PROJECT NAME: OREGON ROAD MATTITUCK NY ° \ DATE: AUGUST 02, 2022 �$91\ SCALE:1"=40'-0' f \ SHEET. SITE PLAN- CONTEXT NYSDEt, DRAWING: ;PPR+OVED AS PER \ . T 7 0 � _ l'-0"TYP. _ GENERAL NOTES: SITE PLAN KEY: - BASE MAP INFORMATION AND EXISTING - - PROPERTY BOUNDARY TOPOGRAPHY AS PER AJC LAND SURVEYING PLLC d DATED APRIL 2021 BUILDING SETBACKS ' a> ALL DISTURBED/ DAMAGED AREAS DF - ENVIRONMENTAL SETBACKS CONSTRUCTION AND BLUFF EROSION TO BE !,,IEA'' '-Ii ,, RE-PLANTED WITH NATIVE SPECIES INCLUDING EXISTING TOPO .j1in;r AMERICAN BEACH GRASS, NORTHERN BAYBERRY, AND BEACH PLUM. TEMPORARY IRRIGATION PROPOSED TOPO SYSTEM TO BE USED TO FIRST(2) FULL GROWING SEASONS, THEN REMOVED IN ITS ENTIRETY + 45.5 EXISTING SPOT GRADE BLUFF STABILIZATION FEATURES AS PER PROVIDED DETAILS AND SPECIFICATIONS APROJECT DATA: EXISTING FENCE ZC,F,A L2.4(DANIEL HUME,#14216 OREGON RD)QUANTITIES: -LENGTH OF STONE ARMOR = 246'-7"LF +— PROPOSED FENCE UNTREATED HARDWOOD MATERIAL FOR STAIRCASE -•--_. EXISTING CONDITIONS BASED ON -VOLUME OF PROPOSED CLEAN FILL TO ~--. - __--_ CONSTRUCTION, TYP. SURVEY DATA FROM: BE PLACED AT ROCK ARMOR= 295 CU YDS `' -BLUFF FILL (300 CU YDS MAX)TO BE USED TO FILL ACQ STRINGER BEYOND AJC LAND SURVEYING PLLC TIE INTO PROPOSED ROCK ARMOR IN RILLS AND GULLIES TO MATCH EXISTING GRADE. NO LAND SURVEYING AND PLANNING - CHANGE IN BLUFF GRADE WILL OCCUR. I AT NEIGHBORING PARCEL TO WEST _ _ _ _ �- -_ ALL CONNECTIONS TO BE MADE VVI HOT DIPPED 17 S. COLEMAN ROAD -AREA OF PROPOSED REVEGETATION PLANTINGS I I GALVANIZED BOLTS & STAINLESS STEEL SCREWS, TYP CENTEREACH, NY 117.2.0 AND BLUFF STABILIZATION FEATURES= 14,870 SF _I 631-845-9973 -STAIRCASE TO BE MAX. 4'-0"WIDE x 105' IN LENGTH I 44 ACQ POSTS /ANCHORS / STRUCTURE E:AJC246@OPTONLINE.NE- '"E_F �ti• F1f- ��'t MINIMUM OF 3'-0"OVER FINISHED BLUFF _- _ _._ _ _ _ _ _ -_ - - -- AS PER STRUCTURAL ENGINEER, TYP. FACE, ROCK WALL NOT TO EXCEED 2.5 TONS PER LINEAR FT. STRINGER WILL BE SET MIN. 3' OVER (ROCK AND GRAVEL BACKFILL COMBINED) BLUFF FACE BELOW LIMIT OF SEAWARD DISTURBANCE - - FOR REVIEW & FILING EXISTING NOT FOR CONSTRUCTION �3L Ut=F BEACH ,t., -, SITE STAGING ARCH 1QC' AND MACHINE ACCESS FROM %~ , LIMIT OF LANDWARD BACKFILL WITH "`�-_ + .�„ `"'�•�. DUCK POND ROAD OF CLEAN SAND FROM AN OFF SITE SOURCE. _ J ALL DISTURBED AREAS TO BE RE-PLANTED ACCORDING TO PLANTING PLAN STAMP: -- _ •..,..,; 2 WOOD ACCESS STAIRS TYP. - section detail SCALE: 1-1/2' = 1'0 + B W +r. .50 �� EXISTING BEACH ' TIE INTO PROPOSED ROCK ARMOR AT NEIGHBORING PARCEL TO EAST (Z Q � V r +T 't4 0 - - _ _ SEP 2022 MAPCH r ' r SO 005 � uthai Board of Trustees + BW +l- 7.50 15'-0" RETURN --- 69,_61. ON ROCK WALL -- -. I. -- s AS SHOWN - 4- _ . .vim Y S 0 r NO ROCK WALL �►...�_ -_�'_� �_;� __. ' '�""�wr-� _ - - OIv1 B._ , -E ,- PROPOSED ATADJOINING "''�.�,.,E_., _ -- .urs _ . '" �. + BW +!- 7.54 PARCEL TO WEST w•`"...,,�;. _- - ---- ---- --- 74'-s" MEAN HiGH r 8.7 4 - go 7 FIR pR` 246'-6" LINEAR FT OF PROPOSED ROCK ARMOR _ __.Y -�-. __ 62'-10, F - FUTURE ROCK WALL AS PER INCLUDED SPECIFICATIONS AND DETAILS -- J PARCEL �. - - _ D 1 TBID ice,TS IMPORTED FILL TO BE UPLAND _. __. = - 15'-0" RETURN t SAND EQUAL TO OR LARGER GRAIN -- - Y _ _ ON ROCK WALL -FUTURE ROCK WALL SIZE THAN EXISTING BEACH SAND - - - - ! "._ ;� _. ` AS SHOWN AT ADJOINING PARCEL . AT EXISTING RILLS AND GULLIES TBD _ 8.7 ._ 2.4 PROPOSED BLUFF ACCESS ■ PROPOSED BLUFF STABILIZATION - ; STAIRS 4 WIDE x 105 LONG COASTAL EROSION HAZARD LINE AND REVEGETATION PLANT1NGS,T-fP. 105' LONG CU YDS TO BE PLACED ON FACE - SEE DETAILS _'_ ---�• COASTAL EROSION H -- AT EXISTING RILLS AND GULLIES) BARD LINE _ _ - _____ 0 8' 16' SCALE: REVISIONS/ RELEASE DATES: 01/12/20221 L2. FOR CONSULTANT PROPOSED BLUFF STABILIZATION _ AND REVEGETATION PLANTINGS, TYP. COAST H REVIFVJ (300 CU YDS TO BE PLACED ON FACE `■"�■ �' EROSION 'ARD LLNE `L -01/29/101 022. 1 FULL SET L8,' '. FOR RFVIEIN --�... 00 '2022 PERIMIT SET REVS. AT EXISTING RILLS AND GULLIES) z COASTAL EROSION Ni•, AM WEBER & ASSOCIATES Jp Op a�R•*_ :'.t PROJECT NAME: TI 2 _. OREGON ROAD 2.4 s MATTITUCK NY - - ` - DATE: AUGUST 02, 2022 SCALE SHEET SITE PLAN - FARCE.l1,#2 - 0,. PROPOSED BLUFF ACCESS STAIRS 4' WIDE x 105' LONG - SEE DETAILS DRAWING: TOP OF BLUFF APRIL 2021 EL: +1-75,00 I 1 U. w z: D w i Q ts. "' 1 0 z C 0 i O O 2 IL f, } U w ' g " 4 -- PROJECT DATA: PROPOSED TOE ARMOR iiOGK WALL, LIMIT OF LANDWARD BACKFILL WITH (2915) CtI YDS _ OF CLEAN SAND FROM AN OFF SITE SOURCE. EXISTING CONDITIONS BASED ON D F SURVEY DATA FROM: ALL DISTURBED AREAS TO BE RE-PLANTED E V w ACCORDING TO PLANTING PLAN AJC LAND SURVEYING PL-C SEP 2 3 2022 LAND SJRVEYING AND PLANNING 77 S. COLEMAN ROAD L 0 N G CEN-EREACH, NY 11720 Southold Town S Al N i + 631-846-9973 Board of Trustees E:AJC246-_o)OPTON L'N E.N ET � � I a� OUNP I, 2 EXISTING BEACH i I t ° FOR REVIEW & FILING z o w a w NOT FOR CONSTRUCTIO!. PROPOSED TOP OF 1 O m Z. a J C TOE ARMOR ROCK WALL - _ __ __ _ _ ,,; yO O m EL: 14.00 t r�° `� 0 W EXISTING TOE OF BLUFF I / I (BOTTOM OF TOE ARMOR _ _ __ _ _ ._ _ _ __ _ _ + - �� STAMP: ROCK WALL) EL.1 7.50 I APPARENT HIGH WATER LINE I I EL: +/-4.00 L — _ ... .. - - _- - _ _- _- - I BOTTOM OF BASE STONE EL: +� 1-4•.00 1 PROPOSED BLUFF OVERALL TYP. - section elevation detail L8.5 SCALE: I" = 10'-0" 7"\ 1 8.0 . 12" COIR LOG DIA. SIZE (TYP.) SEE TECHNICAL REVEGETATION PLANTING PLAN FOR PLANT SPECIES, QUANTITIES, SIZES, AND — - - - - SEE PROVIDED SPECIFICATIONS LAYOUT, TYP. ON DETAIL 2, L8.2 LANDWARD LIMIT OF BACKFILL, TYP. CONTRACTOR TO COMPACT ALL NEW LIMIT OF LANDWARD BACKFILL WITH 1295? -0 1 YIDS �� MATERIAL @ BLUFF FACE BEFORE OF CLEAN SAND FROM AN OFF SITE SOURCE. _ \\ COIR LOG &JUTE MAT INSTALL, TYP. ALL DISTURBED AREAS TO BE RE-PLANTED ACCORDING TO PLANTING PLAN 401-1/2" TO 5" GRAVEL OR CRUSHED STONE FROM �� -_ti`s e `�,.. . � ' JUTE MATTING (TYP.) ,. OFF-SITE QUARRY SEE PROVIDED SPECIFICATIONS - 076) TUNS TOTr':,L y _-- _. COMBINED TOTAL WITH TOE ARMOR ROCK _ ON DETAIL 2 L$ 2 NOT TO EXCEED 2.5 TONS PER LF) _ RE-PLANT ALL DISTURBED AREAS _ _-_-_--__--- WITH AMERICAN --------------- 2.0 TON STONES �` - BEACH GRAS AT 8" O.C. (TYP.) S STACKED (4) HIGH, APPROX. I,,- ;t - - --- `� 7= ° 1, -----` COIR LOG, STAKES, JUTE MATTING, AND 1.46 TONS PER LF OF SHORELINE. —,, �, i,. � ,,�. TOTAL OF (317) TONS -- - - \ _ IMPORTED SAND PLACEMENT AS PER -ANGULAR BOULDERS TO BE USED (NOT ROUNDED) I � _ - - - ---- ---- - I l �l \ 4 " ,• -:.. . - - PROVIDED DETAIL ANDSPECIFICATION --- PROPOSED TOP OF — — �.1,.t _ __--------- 411 - - --- - _ TOE ARMOR ROCK WALL _ - - — - — — — — — — — .— ` . - - - - ---- --- - EL: 14.00 ---------- - ---- - - ---- ------ - TENSILE STRENGTH (ULTIMATE), TYP. 3XT GEOGRID MI $/FT - --- --------- ------------- --------------- ---------------- -'— \ k _- ------ - -- - -- -- --- = MIN. WALL of w BATTER �, /. .� , v P MN , f b / N y,0 F C REVISIONS/ RELEASE DATES. pt-� -01/12/2022 L2.1 FOR CONSULTANT REVIEW it e c 3 -01/24/2022 1 L2.2 + L8.1 -01/29/2022 1 FULL JET FOR REVIEW BASE STONE SET AT OR ABOVE �, ' v)U�� -08/02/20221 PERMIT SET REVS. AHW LEVEL �._ EXISTING TOE OF BLUFF1- - LINE OF EXISTING BLUFF FACE AND TOE OF BLUFF (TYP.) (BOTTOM OF TOE ARMOR _ _ _ __ — �— _ — _..: — — :. _ __ _ -------= -== ROCK WALL) ,, — AM WEBER & ASSOCIATES EL: +_:7'S-0 '"`��M/` WRAP BACKSIDE OF ALL STONE IN GEOTEXTILE FABRIC (TYP.) - \ _ MIRAFI 1100N BY 'TENCA' PROJECT NAME: \ OREGON ROAD WRAP TRANSITION OF NATIVE SOIL SAND AND IMPORTED 12"-5" / MATTITUCK NY STONE IN GEOTEXTILE FABRIC (TYP.) APPARENT HIGH WATER LINE � _ - MIRAFI 11 ON BY'TENCATE' EL: + I DAT:-_. AUGUST 02, 2027_ BOTTOM OF BASE STONE t7 �` w w ? � — UNDISTURBED SUB-GRADE, TYP. = SCALE:As sHowN EL: +_/�4.00 z_`v �- U_ SHEET: PARCEL#2 DETAILS -� 2.5'AVERAGE y 10 _0DRAWING: d t1 N G: j WIDTH �; 1'-4.. U- 3 ��- 00 z CLm8 ,o 5 swn t3 5'-6"-6'-0" (VARIES) a O I _ -71 2 ROCK ARMOR AND BLUFF STABILIZATION (TYP.) - section detail L8.5 SCALE: 1/2 = 1'-0" 12" COIR LOG DIA. SIZE (TYP.) -48" HT. WOOD STAKES. FR a �_ 4' 1 ,!,Y'h COIR LOG ROW SPACING IS 4' O.C. (TYP.)TOP DOWN, \, 5' O.G. LATERALLY UP BLUFF FACE - REVIEW ANY SPECIAL CONDITION OF ALTERED_ SPACING W/ LA AND ENGINEER FOR APPROVAL -IDEALLY; WOOD STAKES WOULD REACH DEPTH OF EXISTING, UNDISTURBED SOILS BY MIN. 24" DEPTH JUTE MATTING TO EXTEND BETWEEN COIR LOGS AND OVERLAP ONTO STAKES. �. \\ �;% 'J PROJECT DATA: - 12" METAL U-STAKES TO BE USED AT 12" O.C. (TYP.) -ADD 48" HT. WOOD STAKES AT JUTE MATTING WHERE 1'-0"TYP. EXISTING CONDITIONS BASED ON NECESSARY DUE TO FILL PLACEMENT ALLOCATION i � �. - IDEALLY, WOOD STAKES WOULD REACH DEPTH OF SURVEY DATA FROM: EXISTING, UNDISTURBED SOILS BY MIN. 24" DEPTH \ AJC LAND SURVEYING PLLC LAND SURVEYING AND PLANNING SEE TECHNICAL REVEGETATION PLANTING PLAN 77S. COLEMAN ROAD a, FOR PLANT SPECIES, QUANTITIES, SIZES, AND —/---__ +� (Z CENTEREACH, NY 111720 LAYOUT, TYP. D 15 T:631-846-9973 zl E:AJC246@OPTONLINE.NET ' SEP 2 3 20?1 CONTRACTOR TO COMPACT ALL f,NEW MATERIAL @ BLUFF FACE I ' BEFORE COIR LOG & JUTE MAT �`j�' Southold Town FOR REVIEW & FILING \ '1; �,-� Board of Trustees INSTALL, TYP. NOT FOR CONSTRUCTION: 9� i 777-1 1 3 % 00 !�UNTREATED HARDWOOD MATERIAL FOR STAIRCASE '� Z / CONSTRUCTION, TYP. STAMP: ACQ STRINGER BEYOND .. a ~ - ALL CONNECTIONS TO BE MADE Wl HOT DIPPED GALVANIZED BOLTS & STAINLESS STEEL SCREWS, TYP. - -- ---f dxe AC4 POSTS /ANCHORS !STRUCTURE AS PER STRUCTURAL ENGINEER, TYP. -STRINGER WILL BE SET MIN. T OVER BLUFF FACE BELOW ` 1 WOOD ACCESS STAIRS TYP. - section detail 2 BLUFF STABILIZATION TYP. - section detail L82 SCALE: 1-1/2" = 1'-0° L8 2 SCALE:3!4"= 1'-0" V S D E C REVISIONS/ RELEASE DATES: -01/12/20221 1_2.1 FOR CONSULTANT APPRCAM0 AS PER TERKIL, REVIEW AND :01-4 1770NS Or -01/24/20221 L2.2+ L8. OEcn 1 037671 -01/29,/20221 FULL SET FOR REVIEW F G -08/021120221 PERMIT SET REVS. DATE AM WEBER & ASSOCIATES PROJECT NAME: OREGON ROAD MATTITUCK NY DATE: AUGUST 02, 2022 SCALE:AS SHOWN SHEET: BLUFF STABILIZATION DTLS DRAINING: Lm8o7 SITE PLAN KEY: - - PROPERTY BOUNDARY BUILDING SETBACKS ENVIRONMENTAL SETBACKS EXISTING TOPO -- PROPOSED TOPO + 45.5 EXISTING SPOT GRADE EXISTING FENCE PROJECT DATA: 47EAN LOW WATER AAf'R!1. 2021 E- —+ C EXISTING CONDITIONS BASED ON APRIL SURVEY DATA FROM: ,2021 - - AJC LAND SURVEYING PLLC LAND SURVEYING AND PLANNING ~ . 77 S. COLEMAN ROAD LFgN HIGH - _ �PEAN NTEOLE We�TER JLI LOIN CE CH, NY 11720 ♦ -- �JE 2002 T: 631-846-9973 _ !CATER gpRIL 2021 ♦ --__. - Island S E:AJC246 OPTONLINE.NET MEAN � -~ =' --. . 1 -- _NIGH ♦ — -- MEA1 HIGH AT 0 @ � g ROCK A BOT __CATER gpRf�2021 ", - ;W ER ,IUNE�2002_ l - _ M - -_ V � � _ - D R OR' ♦ .--- _ _. 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CDyER i \ - ♦ \ .; . \ I L 2021 SN e5 z z `■ '• ` PARCEL No.2 SEE SHEET L2'� NNW m+ •u. • ft 1 e ♦` �F� o ENLARGEMENT FOR i mu` "m "'■ ..d�,,,,u, mom o law -MOM WAM -no \ \ \ SEE SHEET L2.6 F(� ' r ..w, ♦ Fy O ENLARGEMENT R .r. �' + mom PARCEL No.I PATO ♦ f2�� tN G��N°4001 pAR PARCEL No.3 P ♦ r ♦ \ ARCEL Ni HUME & MUTH, LLC ♦ ° gg Iwo Part° O A, °' IS ♦ \ �`A5 c s \ q v� 3 Stoll �. ♦ n� �yRY Cnr�MnGe Q�E-NppArn o : 3.3k9.0 4pk8. AAlf p� X00 Ck D ♦ ♦ 9s°y9 SwSONK y ♦ \ CLEARING LINE lk YAP a \ 9 4� O- \ fi LIIr NE SO } \ \ ; ♦ � ✓� tv r 40' 80' Q4/�kqY GRTE 4' PVC PICKET FENCE J 140111 D. �F� \MON.FND. eceC. col�R a)cOWRS �� SCALE:1"=40'-0° REB. PND. _ _ _ _ �-0..—_ _ _ -,C� _ _ _ _ _ _ .- _ _ / S71'26'42') 180.04 a°k0 eD 25' WIDE RIGHT OF WAY 'r GRAVEL DRIVEWAY REVISIONS/RELEASE DATES: 50' WIDE RIGHT OF WAY Y f- _ - ---- - _ - - - _ _ _, — - ,� a � _ _ ._ _ _ POST AND RAIL FENCE _ _ ♦ -01/" IONS/ 1 12.1 FOR CONSULTANT LAND N/F LAURA SOLINGER — re REVIEW moo, -01/29/20221 FJLL SET 1FOR REVIEW PARCEL No.5 \ \ -08/02/2022 I PERMIT SET REVS. 9 \ \ o LAND N/F PETER J FILIBERTO 2010 TRUST AM WEBER &ASSOCIATES \ \ PROJECT NAME: OREGON ROAD MATTITUCK NY \ DATE AUGUST 02, 2022 � \ SCALE:1„_L0'_Q„ \ SHEET: SITE PLAN - CONTEXT NYSDE�C DRAWING: APPF40VED AS PER IF :, � - `� � _ _ . - 1'-0"TYP. _ GENERAL NOTES: SITE PLAN KEY: -BASE MAP INFORMATION AND EXISTING - - PROPERTY BOUNDARY TOPOGRAPHY AS PER AJC LAND SURVEYING PLLC CL DATED APRIL 2021 BUILDING SETBACKS cl) I ALL DISTURBED/DAMAGED AREAS OF ENVIRONMENTAL SETBACKS CONSTRUCTION AND BLUFF EROSION TO BE �F71N F,+GI} Ldp T . RE-PLANTED WITH NATIVE SPECIES INCLUDING EXISTING TOPO \ °60 AMERICAN BEACH GRASS,NORTHERN BAYBERRY, AND BEACH PLUM. TEMPORARY IRRIGATION PROPOSED TOPO SYSTEM TO BE USED TO FIRST(2) FULL GROWING SEASONS,THEN REMOVED IN ITS ENTIRETY + 45.5 EXISTING SPOT GRADE BLUFF STABILIZATION FEATURES AS PER PROVIDED DETAILS AND SPECIFICATIONS PROJECT DATA: EXISTING FENCE ,. L24(DANIEL HUME #14216 OREGON RD)QUANTITIES: _ x PROPOSED FENCE -LENGTH OF STONE ARMOR = 246'-7"LF Jy UNTREATED HARDWOOD MATERIAL FOR STAIRCASE EXISTING CONDITIONS BASED ON -VOLUME OF PROPOSED CLEAN FILL TO CONSTRUCTION, TYP. BE PLACED AT ROCK ARMOR = 295 CU YDS SURVEY DATA FROM:- ' -BLUFF FILL(300 CU YDS MAX)TO BE USED TO FILL I - ACQ STRINGER BEYOND _ TIE INTO PROPOSED ROCK ARMOR IN RILLS AND GULLIES TO MATCH EXISTING GRADE. NO AJC LAND SURVEYING PLLC CHANGE IN BLUFF GRADE WILL OCCUR. I LAND SURVEYING AND PLANNING AT NEIGHBORING PARCEL TO WEST _ _ ALL CONNECTIONS TO BE MADE W/ HOT DIPPED 77 S. COLEMAN ROAD -AREA OF PROPOSED REVEGETATION PLANTINGS I GALVANIZED BOLTS & STAINLESS STEEL SCREWS, TYP CENTEREACH, NY 11720 AND BLUFF STABILIZATION FEATURES= 14,870 SF T: 631-846-9973 -STAIRCASE TO BE MAX. 4'-0"WIDE x 105'IN LENGTH I 44 ACQ POSTS /ANCHORS I STRUCTURE E:AJC246 OPTONLINE.NE- ti!E_AN HIGH SET A MINIMUM OF T-0"OVER FINISHED BLUFF _ _ _ — AS PER STRUCTURAL ENGINEER, TYP. •...`� "R APRIL ' FACE,TYP. - STRINGER WILL BE SET MIN. T OVER �° -ROCK WALL NOT TO EXCEED 2.5 TONS PER LINEAR FT. BLUFF FACE BELOW (ROCK AND GRAVEL BACKFILL COMBINED) LIMIT OF SEAWARD DISTURBANCE - - FOR REVIEW & FILING / EXISTING "JOT FOR CONSTRUCTION L'C7 % 9 fit UFc BEACH SITE STAGING ~� MARCH `Cj0` AND MACHINE ACCESS FROM - LIMIT OF LANDWARD BACKFILL WITH DUCK POND ROAD °wOF CLEAN SAND FROM AN OFF SITE SOURCE. -' ALL DISTURBED AREAS TO BE RE-PLANTED ACCORDING TO PLANTING PLAN STAMP: .. 2 WOOD ACCESS STAIRS (TYP.} section detail �`., L2.4 SCALE: 1-1/2" = 1'-0' + 61N +r-7.50 ,� EXISTING BEACH f �_ .�.- �`"""+•.* �"""""R ■..,�,,, TIE INTO PROPOSED ROCK ARMOR AT NE GHBORING PARCELT O EAST W+7- 14 V KSoaorudt EP 2 2022 c - ANA _ TT / r q � � /Ap r, - - ' �P ori; LUr S QTTC�Pd^ C?I` �R�L �r�.7 - � '++�`"�.,.,�, Mq 0 2 y hu�ldTown + + stees BW l T 50c7f Tr69' u 15'-0" RETURN - _ ON ROCK WALL --- _ AS SHOWN { N v S G E NO ROCK WALL '�`+•""'.+ �_ --r 4 7 1�? „ 'E!T �„ tn-a PROPOSED �. _ � AT-ADJOINING - 476 00cc PARCEL TO WEST y""'"`+r --- - I __ 5,. �.'— n — _ --. _/wit. I i r�t ` z - - s _ _ P i - -- g0 p 7 - 7T Olt _ ER � 62'-)p_1., fir` _ :; FUTURE ROCK WALL 246'-6" LINEAR FT OF PROPOSED ROCK ARMOR _ a_ , a � � -- JO PARCEL -- AS PER INCLUDED SPECIFICATIONS AND DETAILS +_~ 2 - ADJOINING- _ '1 TBD S07 rR �i - IMPORTED FILL TO BE UPLAND - _ _ - _ -; _ 15'-0" RETURN r R!L ON ROCK WALL ' SAND EQUAL TO OR LARGER GRAIN __ __._ .- _.. .� � -. _._ --_.___ --- - -FUTURE_ROCK WALL SIZE THAN EXISTING BEACH SAND — - , ' �� AS SHOWN - _ - AT EXISTING RILLS AND GULLIES _ AT ADJOINING PARCEL �"�"�►+.,� TBD 2.4 COASTAL EROSIpAt H PROPOSED BLUFF STABILIZATION PROPOSED BLUFF ACCESS - •�'.�".. --_.� ARD LINA _ AND REVEGETATION PLANTINGS,7f P. STAIR'S 4' WIDE x 105' LONG T + . (300 CU YDS TO BE PLACED ON FACE -SEE DETAILS COAS1`gL ERASION H �RD LIN - AT EXISTING RILLS AND GULLIES) 0 8' 16' SAL 1/8 1 0 -- - _ C E - osoi REVISIONS/ :RELEASE DATES. -01/12/20221 L2.1 FOR CONSULTANT PROPOSED BLUFF STABILIZATION - !� REVIEW y -01/24/20221 [2.2 + L8.1 r EROSION HAI? __ AND REVEGETATION PLANTINGS, TYP. O�r� ARD SNE � �,,, -01/29/20722 I FULL SET FOR REVIEW (300 CU YDS TO BE PLACED ON FACE """' .. `+ --- AT EXISTING RILLS AND GULLIES) """�•.. -08/02,`2022 i PERMIT SET REVS. NNW _ - R© ° H`' AM WEBER & ASSOCIATES fop ---- - �i. , 20;�7 ApP, L 2 PROJECT NAME: 8.7 _ 2 � ,_ _... OREGON ROAD s _ MATTITUCK NY 2.4 DATE: AUGUST 02., 2.022 - , -- SCALE: 1,'8, = 1'-0,. PROPOSED BLUFF ACCESS STAIRS 4' WIDE x 105' LONG SHEET: SITE PLAN - PARCEL #2 SEE DETAILS L� 2 . 4 --1 ,..,ter, r--- car_ TOP OF BLUFF APRIL 2021 EL: +!-75.00 ! LL LL 1 1 a0cxzl a5CN t N N Q J' © —� Q oQ aW = �. --- PROPOSED TOE ARMOR ROCK WALL. '! PROJECT DATA: i LIMIT OF LANDWARD BACKFILL WITH (291 C!J YDS OF CLEAN SAND FROM AN OFF SITE SOURCE. EXISTING CONDITIONS BASED ON ALL DISTURBED AREAS TO BE RE-PLANTED SURVEY DATA FROM: ACCORDING TO PLANTING PLAN AJC LAND SURVEYING PL-0 I LAND SJRVEYING AND PLANNING G y rr�� ((� (� 77 S. COLEMAN ROAD Lo v E `= CEN-EREACH, NY 11720 I D T: 631-846-9973 ), U N D II E:AJC246NOPTONL NE.NET SEP 2 3 2022 2 EXISTING BEACH - 8.5 Southold Town - --- - - - - - �I� �. Board of Trustees ! FOR REVIEW & FILING 1 .rCa" JZOW, C) W04 r �, NOT FOR CQNSTRUCTIfJ PROPOSED TOP OF O a Z! a C TOE ARMOR ROCK WALL Q NO-Q I 0 m I EL: 14.00 O t� z f I V w Q EXISTING TOE OF BLUFF I - - - - _ _ - - - - - - �- - - - " (BOTTOM OF TOE ARMOR STAMP: ROCK WALL) EL: +_ 1 % I f . I APPARENT HIGH WATER LINE f I EL: +1-4.00 _: - _-- - BOTTOM OF BASE STONE EL. +1-4.00 1 PROPOSED BLUFF OVERALL (TYP..) - section elevation detail Lg 5 SCALE: I" = 10'-0" 3 8.0 SEE TECHNICAL REVEGETATION PLANTING PLAN 12" COIR LOG DIA. SIZE (TYP.) �' - - SEE PROVIDED SPECIE°i� FOR PLANT SPECIES, QUANTITIES, SIZES, AND ---- - -- - - - - ' �' ON DETAIL 2, L8.2 LAYOUT, TYP. LANDWARD LIMIT OF BACKFILL, TYP. -- `� CONTRACTOR TO COMPACT ALL, NEW 0 C MATERIAL @ BLUFF FACE BEFORE LIMIT OF LANDWARD BACKFILL WITH � 9,.1 ;_• YIDS �,,`\` OF CLEAN SAND FROM AN OFF SITE SOURCE. _ y - ' COIR LOG & JUTE MAT INSTALL, TYP. ALL DISTURBED AREAS TO BE RE-PLANTED ACCORDING TO PLANTING PLAN ��`i, 1-1/2" TO 5" GRAVEL OR CRUSHED STONE FROM �. MATTING G (TYP.) OFF-SITE QUARRY ` . SE? --- =- -- T SPECIFICATIONS (176) TONS TOT;-,,L F . ON DETAIL 2, L$.2 (COMBINED TOTAL WITH TOE ARMOR ROCK �';. "` j RE-PLANT ALL DISTURBED AREAS NOT TO EXCEED 2.5 TONS PER LF) _ - WITH AMERICAN o ---- - -- -- - - WITH GRASS AT 8" O •' ,7`,,,` .. �, r��_� .� :� - - --- -- --- - - .C• (TYP.) .. S 2.0 TON STONES STACKED (4) HIGH, APPROX. _:____--- ' I -------------- COIR LOG, STAKES, JUTE MATTING, AND TONS PER LF OF SHORELINE. ____ ---------- 1.46 ` TOTAL OF (317) TONS - -------------- PROPOSED - - -- IMPORTED SAND PLACEMENT AS PER I _ _ - ANGULAR BOULDERS TO BE USED (NOT ROUNDED) �� 1;: � �,; ==--'"' `� _ -- - _ - ------- - - PROVIDED DETAIL AND SPECIFICATION PROPOSED TOP OF J- - - - - -. =.- - TOE ARMOR ROCK WALL - _ - - -------- - '- � I --- 3XT GEOGRID MIN 3500 $/FT —_ — ------- -- -- - -------- ------------- EL: TENSILE STRENGTH (ULTIMATE), TYP. I -------- --------I ----- - - _- ----"- W s; MIN. WALL .. wI BATTER f �I IRF 5 o w x / . N Y S D E c REVISIONS /RELEASE DATES: o : -�ri_.�.�! , ; pc 01/12/'2022 1 LZI FOR CONSULTANT REVIEIN f -, 01/24/20221 L2.2 + L8.1 BASE STONE SET AT OR ABOVE— -- --- - -01/29/2022 1 FULL.SET FOR REVIEW i ' � -08/02/2022 1 PERMIT SET REVS. AHW LEVEL _ EXISTING TOE OF BLUFF ( -- - LINE OF EXISTING BLUFF FACE AND TOE OF BLUFF (TYP.) (BOTTOM OF TOE ARMOR ROCK WALL) `__ _- 2`a., AM WEBER & ASSOCIATES EL: +!-7.50 - ' ` !/\ WRAP BACKSIDE OF ALL STONE IN GEOTEXTILE FABRIC (TYP.) -- `- - MIRAF! 1100N BY 'TENCATF' PROJECT NAME: - OREGON ROAD WRAP TRANSITION OF NATIVE SOIL SAND AND IMPORTED 12"-5" STONE IN GEOTEXTILE FABRIC (TYP.) MATTITUCK NY APPARENT HIGH WATER LINE -- --�-` MIRAFI 110O 6Y" 'i ENGA TE DAT=: AUGUST 02, 2022 EL: +.�. T BOTTOM OF BASE STONE SCALE:AS SHOWN zuw I . c7 3 --� ----- UNDISTURBED SUB-GRADE, TYP. � � SHEET: PARCEL#2 DETAILS EL: + z'v ! f -i � u :5 z2.5'AVERAGE m. Y o _ 3'-0" ---WIDTH 1'-4" -��' DRAWING: . - a m Q 00 C z R cWn.n - 5'-6"- 6'-0" (VARIES) a <+ Lm8o5 .o 2 ROCK ARMOR AND BLUFF STABILIZATION TYP. - section detail L8.5 SCALE: 1/2" = 1'-0" 12" COIR LOG DIA. SIZE (TYP.) - 48" HT. WOOD STAKES COIR LOG ROW SPACING IS 4' O.C. (TYP.) TOP DOWN, 5' O.C. LATERALLY UP BLUFF FACE - REVIEW ANY SPECIAL CONDITION OF ALTERED _ SPACING W/ LA AND ENGINEER FOR APPROVAL -IDEALLY, WOOD STAKES WOULD REACH DEPTH OF EXISTING, UNDISTURBED SOILS BY MIN. 24" DEPTH JUTE MATTING TO EXTEND PROJECT DATA; BETWEEN COIR LOGS AND OVERLAP ONTO STAKES. - 12" METAL U-STAKES TO BE USED AT 12" O.C. (TYP.) 1'-0" TYP. NECESSAR,' ADD 48" HT. WOUG STAKES A! J '1 E MA i TING WHERE — r EXISTING CONDITIONS BASED ON -� _ - IDEALLY, WOOD STAKES WOULD REACH DEPTH OF SURVEY DATA FROM- EXISTING, ,:�` EXISTING, UNDISTURBED SOILS BY MIN. 24" DEPTH AJC LANG SURVEYING PLLC a01 LAND SURVEYING AND PLANNING SEE TECHNICAL REVEGETATION PLANTING PLAN 77 S. COLEMAN ROAD 6, FOR PLANT SPECIES, QUANTITIES, SIZES, AND - ---------------- CENTEREACH, NY 11720 LAYOUT, TYP. ---- -_ T: 631-846-9973 E:AJC246@OPTONLINE.NET D CONTRACTOR TO COMPACT ALL NEW MATERIAL @ BLUFF FACE 22 BEFORE COIR LOG & JUTE MAT SEP 2 3 20 FOR REVIEW & FILING INSTALL, TYP. ,\ y�A f NOT FOR CONSTRUCTIO F� Southold Town Board of Trustees i UNTREATED HARDWOOD MATERIAL FOR STAIRCASE - 1 ..� STAMP': CONSTRUCTION, TYP. ~� ACQ STRINGER BEYOND ALL CONNECTIONS TO BE MADE W/ HOT DIPPED GALVANIZED BOLTS & STAINLESS STEEL SCREWS, TYP. -- -__- i dxd 4,CQ POSTE !A,NCWORS / S-r.pfJCT1,)PF AS PER STRUCTURAL ENGINEER, TYP. -- - STRINGER WILL BE SET MIN. 3' OVER BLUFF FACE BELOW �1 WOOD ACCESS STAIRS {TYP.) - section detail 2 BLUFF STABILIZATION TYP. - section detail L8.2 SCALE: 1-1/2"= V-0" SCALE 3!4" - 1'-0" REVISIONS/ RELEASE DATES: N Y S D E c01/12/20221 L2.1 FOR CONSULTANT j ori-NIFI) AS PEP*ERk!'7 REVIEW 0` jj � 01/24/20221 L2.2+ L8.1 t _ r 6G' `C'= - /29/20221 FULL SET FOR REVIEW I ; L -08/02,12022 1 PERMIT SET REVS. AM WEBER & ASSOCIATES PROJECT NAME: OREGON ROAD MATTITUCK NY DATE: AUGUST 02, 2022 SCALE.AS SHOWN SHEET: BLUFF STABILIZATION DTLS DRAINING: Lm8 * 7 NEW YORK.STATE DEPA I I IVIENT OF ENVIRONMENTAL CONSERVATION E v'ron a tai ermits,Re'ion 1 Division of n m n P .SUNY A Stony Brook,50 Cirde Road.�ony Brook.NY 11790 P:(631)444-03651 F:(631)444-0360 www.dRr.ny.gov September 7, 2022 I Daniel Hume 14216 Oregon Road Cutchogue, NY 11935 Re: Permit ID 1-4738-03767/00003 Hume Property I, 14216 Oregon Road Cutchogue Expiration Date t 9/6/2032 SCTM # 1000-72-2-5 Dear Permittee: In conformance with ti�ie requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the1[�term of the permit. If you are unable to comply with any conditions, please contact us at above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction form. Please be advised that this permit does not relieve you of the responsibility of obtaining any necessary-permit$ or approvals from local municipalities or other agencies. Sincerely, YAa/tthe�N. Penski Environmental Analyst I Distribution List: AM Weber Ass ciates LLC BMHP File h1EWYCIRK Depart�nentof Environmental Conservation i I NEW YORK STATE DEPARTMENT OF ENVIRONM ENTAL CONSERVATION Row Facility DEC JD 1-4.738-03767 I I PERMIT Under the Environmental Conservation Law- ECL F_ Permittee 'and Facility Information Permit Issued To: Facility: DANIEL HUME HUME PROPERTY 14216 OREGON RD 14216 OREGON RDI1000-72-2-5 CUTCHOGUE,NY 119351 CUTCHOGUE,NY 11935 Facility Application Contact: AM WEBER ASSOCIATES LLC PO BOX 2753 EAST SETAUKET,NY 111 33-2753 (631) 478-8118 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 709.532 NYTM-N: 4546.292 i Latitude: 41'02'27.3" Longitude: 72°30'25.7" Project Location: Adjacent to L.I. Sound Authorized Activity: Install 246.7 linear feet of rock wall (includes (2) 15-foot returns) along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries. Construct a new 4-foot widl staircase down the bluff, 3-foot above grade to replace the existing damaged staircase.Backfill the rock wall with 295 cubic yards of clean upland fill. Place 300 cubic yards of clean upland fill on the bluff face to fill in gullies and grade to support the new coir log terracing.Plant the backfillarea and bluff face with native grasses and shrubs. All work shall be done in accordance with the plans by AM Weber &Associates last revised 08/02/2022,and stamped NYSDEC Approved on 9/7/2022. F__ Permit Authorizations I i Tidal Wetlands -Under Airticle 25 Permit ID 1-4738-03767/00003 New Permit Effective Date: 9/7/2022 Expiration Date: 9/6/2032 i Page 1 of 7 i NEW YORK STATE DEPARTMENT Or ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03767 i i NYSDEC Approval .By acceptance of this pernllit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SH*1 L AICI-IER, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY L Stony.BrookJ50 Circle Rd Stony ,NY 11790 -3409 Authorized-Signature: Date Distribution List I I AM WEBER ASSOCIATES LLC Marine Habitat Protection Environmental Permits i I . i Permit Components NATURAL RESOURCE PERMIT CONDITIONS I GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS i NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NA'T'URAL RESOURCE PERMIT CONDITIONS - Apply to the Following j Permits: TIDAL WETLANDS i I. Notice of Commencem4nt At Ieast 48 hours prior to commencement of the project,the permittee and contractor shall sign an return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. I 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plains All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by AM Weber&Associates last revised 08/02/2022, and stamped NYSDEC.Approved on 9/7x2022. i Page 2 of 7 j Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC 1D 1-4738-03767 � I 4. Storage of Equipment,IYlaterials The storage of construction equipment and materials shall be confined within the project x'rork arca upland of mean high water or landward of the top of the bluff. S. No Equipment below Apparent High Water Equipment oeration below (seaward) apparent high water is strictly prohibited. 6. install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the*ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 7. Contain Exposed, Stock�ilcd Soils. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 481 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYS-DEC approved devices)placed on the seaward side between the fill mid the wetland or protected buffer rea. Tarps are authorized to supplement these approved methods. 8. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project h�s been completed and the area has been stabilized. 9. Grade and Stabilize Slope of Tidal Wetland The existing.bank shall be graded and shaped to receive the revetment or.other shoreline stabilization structure so that the final toe of slope extends no further seaward or closer to title tidal wetlands.than the existing toe of slope. I 10. Excavation for Bulkhead/Structure Prior to any construction or. removal of bulkheads and other shoreline stabilization structires all backfill shall be excavated landward of the structure and retained so as not to enter the waterway J tidal wetland or protected buffer area. 11. Revetment/Wall Roc:revelment/wall shall consist of natural stone at no more than 2.5 tons per linear foot in size as per the-,approved plans stamped NYSDEC Approved on 9/7/2022. The toe shall be installed a minimum of 2 feet below apparent low water or 3) feet below mean sea level, and all shall be underlain with filter cloth. 12. Backfilling All peripheral benms, cofferdams,rock revetments, seawalls, gabions, bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 13. Clean Upland Fill and Grain Size Fill must be clean upland sand of equivalent or slightly larger grain size and similar in color as is indigenous to the beach. 14. No Beach Excavation 1Cor Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 15. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Weiland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. t I Page 3 of 7 I I AOL NEW YORK STATE DEPARTi TENT OF ENVIRONMENTAL CONSi;RVATION Facility DEC iD 1-4738-03767 I 16. No Runoff Over or Thifough Bulldiead or into Wetland There shall be no discharge of runoff or other effluent over or througl1l, any bulkhead or shoreline stabilization structure or into any tidal wetland or protected buffer area. 17. No Runoff down Bluff or onto Beach There shall be no discharge of runoff or other effluent on; in or down the bluff face or dnto the beach. 18. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed.to escape into any wetlands or kIaters of New York State, nor shall Nvashings from ready-mixed concrete trucks, mixers, or other devides be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 19. Vegetate AllDisturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 20. Stairway.Design The siairs and landings shall be a maximum of 4 feet in width and constructed a minimum of 3 feet above grade over the dime/bluff face. I 21. Use of Treated Wood The use of wood treated with Pentachlorophenol or other wood treatment not specifically approved by'the Department for use in wetlands and/or marine waters, is strictly prohibited in the constructio6 of structures that will be in contact with tidal waters. 22. No Disturbance to Vegetated Tidal Wetlands There shall.be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 23. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials s{iall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent i rea. 24. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for(disposal. No debris is permitted in wetlands anal/or protected buffer areas. 25. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or worjk herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 26. State May Order Removal or Alteration of Work If fixture operations by the State of New York require--uz alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health; safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration ok revocation of this permit, the structure,fill, excavation, or other modification of the watercot}rse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to �uch extent and in such time and mariner as the Department of Page 4 of 7 ;i NEW YORK STATE DEPA.RTI�,ENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03767 Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 27, State May Require SitoI Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such tir e and manner as the Department of Environmental Conservation may lawfully require, remove all r any portion of the uncompleted stitucture or fill and restore the site to its former condition. No claim ,hall be made against the State of New York on account of any such removal,or alteration. 28. Precautions Against Cdntamination of Waters All necessary precautions shall be taken to preclude contamination of airy wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. i G 7� I I EENERAL 6ONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility, including relevant records,.is subject to inspection.at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). 1 The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requiested by the Department. A copy of this permit, inclu ting all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by all Department representative is a violation of this permit. 2. Relationship of this Per it to Other Department Orders and Determinations Unless expressly provided for by the Departn ent, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a o the Department for permit renewal,modification or transfer of this separate written application permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Rd gion 1 Headquarters SUNY a, Ste iiy 13rook150 Circle Rd Stony 13rook,1 NY 11790-3409 Page 5 of 7 I I I 1AM NEW YORK STATE DEPART*ENT OF ENVIRONMENTAL,CONSCRVATION � Facility DEC ID 1-4738-03767 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 for the following permit authorizations: Tidal Wetlands. days before permit expiration 1 5. Permit Modifications, Suspensions and Revocations by the Department- The Department reserves the right to exercisejall available authority to modify, suspend or revolve this permit. The grounds for modification;suspension or revocation include: a. materially false or inaccurate statements in the permit.application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope pf the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with fpreviously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the pem-ritted activit},. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. plications for permit transfer should be submitted prior to actual transfer of ownership. F _ 1�1OTIF'ICA�ION OF OTHER PERMITTEE OBLIGATIONS i Item A: Permittee Accepts!Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New Fork, its representatives,employees, and agents("DEC")for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the pern ittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the pernut.. 'This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omission, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. item D: I'ermittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comp y with this permit, including all special conditions while acting as the permittee's agent with resp ctto the permitted activities,and such persons shall be subject to the same sanctions for violations of f ie Environmental Conservation Law as those prescribed for the permittee. l Page G of 7 I NEW YORK STATE DEPARTI IENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03767 i i Item C: Permittee Respons#ble for Obtaining Other Required Permits The permittee is responsible -or obtaining any other permits, approvals, lands, easements and rights-of- way ights-ofway that may be required to carry out the activities that are authorized by this permit. hemi D: No Right to'Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held.or vested in a person not a party to the permit. i I I I I 1 f i Page 7 of 7 NOTICE'OFCOMMENCEMENT'OF CONSTRUCTION RETURN_LIiIS'FG?RMI'tt?. OMPLIAN ;E. ar Fax2o: 63�-4.44-0272 ,Marine Habiat Protection-NYSDEC E-Mail:.dec.sm.R1MHk?-BEN@dec,ny,.gov 'SUNY--at-Stc nyBrook 50•Circle,Road Stony.•8rook,NY 1;'1790=:3�i09 PERM NUMBER, EXPIRATION.DATE: PERMITTEE NAME,&•P.ROJECI ADD,.ESS: CPQNTRACTOR NAME:&ADBRESS: 1; __r EPNONE:_ P'rsuant;I.fo the specialc9Ations'of,ttt ,refe'renced permit,.you are,hereby notified that the-authorized activity shall commence on,. We:certify that we<have read the"refefenced.pemlit and-approved plans and fully uridersfand ,the.authorized project and all:perm►t comditibns-Wq have inspected,the,project site and can compiete the proleci.as described„in'.the, pemif and;as depicted on.the apgrove�;plans. We,can do so in frill compliance°with all plan•notes and•penn�t'conditsons.The permit,. permi sign,and aporov.koians.,will be'availab16 at�the'site"for inspection.in accordance vuitii'Geiii ral;Condition.No: !: tBoth . . - signatures;required) � . • ° PERMITTEE:.. DATE GaNTRACTQR':: i DATE <7(( IS t1lOTICEh9UST BE,SENT TO'TFlEi9'80VEADDRESS AT;LEASTTWO?DAYS PRIOR -0,COMMENCEII?FIV;T I?F=7HE r PROJECT AND/OR ANY ASSCQGIAT O`ACTIVJTIESy,FAILURE TO RETURN, NOTICE;POST-THE PERMJT SIGN OR HAVE TME PERMIT AHED APPROVED PLAN AVA'fLABLE AT.T1lE WORK-SITE•FOR THE.DURATION OF THE PRt�aECT,MAY SUBJECT EPFR1V11:TTEE:ANQLOR;CONTRACTOR TO,APPLICABLE SANCTION&ANQ PENA,LTIES;FQRW61J 4..COMP,.LIA:rhfiNCE V1nTH' FEi�M1.,T.CONDIFIONS. i Gu 'loci -his.line: :x ; X X.. . X NOTICE't1F:COMPLETION OF'COtdSTRUC' . RE °UtiN THiS'_F•.QRM TO;:COMPLIA{ CE.- Or.Fax:Yo: 631-444 0272 tl-'.. Marine:Habitat Protection.-N`(SQEC E=Malt:decism.R iNi[iP-BEH@ctec,nyegov 50 Circle k,idd Stony Brno ,NY 1=1790,'3409 PERMIT NUM,BERi° - EY.RlRATIQN DATE: RERMJTFEE;NAME&.PROJE6T ADD ES3: ?' CQ14TXdTOR't4AME&'ADDRESS: TELEPHONE:, _ i,, Pu'rsuanf'ti itia fthe ® pmt, ouarhereoy'was copleted�or ispec " tyi .We have fully:comp�ied with tfie terms and_.conditions,of,ihe perry,k.and aoproved,plans;.(Both signatures 'reg0�red) � p DATE• . - i CdNTRACTQR': DATE _ f: - Thl1SNQTICL;:INITfI,PHO.T06RAR1 OFTHE-GOMPIETEDWORKAND/ORACC3MPLETED.S-.URVEY,ASAPPROPRIA,TE; 4 MUST BE•SEJUT-TO THE ABO!/E.AD�f2ESS�WIT 4tiV S0•DA.YS 60.COMPLET1ON OF THE PROJECT. NEWYORK Department of OTATE OF Environmental PPORTUNITY. Conservation N %JTI %moE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number 1 -4738-03767/00003 SUSAN ACKEAMAN Expiration Date 906/2032 NOTE: This notice is NOT a permit � • 1 11 Suffolk County GIS 2020 J � y 7 . 4 e �/0 s la° S .. o% r • 1,396:08 854322,438.869 Daniel Hume 14216 Oregon road Cutchogue, New York SCTM 100-72-2-5 Proposed stone toe armor and installation of new bluff staircase to replace existing damaged bluff staircase. April 26,2021 1300 i r z *4. .-011111 r �_ �! ■ir............. 'iii*. NAM— o- A . f, 4, Daniel Hume 14216 Oregon road Cutchogue, New York SCTM 100-72-2-5 Proposed stone toe armor and installation of new bluff staircase to replace existing damaged bluff staircase. April 26, 2021 1300 07 ryAAK e.d, a'wr.�. r 4•< ) Hume bluff ;4 p, rebuiltstaircase • •- Regression Analysis Near Map Aerial Photos: Base datum November 19, 2014 Toe of bluff delineation comparison to Near Map Aerial Photo March 13, 2021 Toe of bluff retreat 14.52' (west), 16.14" (center, Hume)and 16.83'(east) Erosion rate increasing west to east. 2014 Entire bluff area unstable with no bluff vegetation, bluff top has erosion cliff bench and 2021 same unstable condition, no vegetation and large bluff cliff bench still exists. Bluff toe retreat West 2.02'/year,Center-Hume 2.30'/year, Eastern 2.40'/year Bluff staircase was destroyed and lost on Hume property Rock wall at eastern area is being undercut and eroded landward of rock structure due to retreat of bluff toe. EXHIBIT :i X • Sat Mar 13 2021- : •- k !~ Kn f ssf s Regression Analysis Near Map Aerial Photos: Base datum November 19, 2014 Toe of bluff delineation comparison to Near Map Aerial Photo March 13, 2021 Toe of bluff retreat 14.52' (west), 16.14" (center, Hume) and 16.83'(east) Erosion rate increasing west to east. 2014 Entire bluff area unstable with no bluff vegetation, bluff top has erosion cliff bench and 2021 same unstable condition, no vegetation and large bluff cliff bench still exists. Bluff toe retreat West 2.02'/year, Center-Hume 2.30'/year, Eastern 2.40'/year Bluff staircase was destroyed and lost on Hume property Rock wall at eastern area is being undercut and eroded landward of rock structure due to retreat of bluff toe. EXHIBIT m._ X • Sat Mar 13 2021- 1 16 ft ------------ 67.990 • ------------ 51515 A . 44 � � ` .�.. 'A��y_�y '� � .6,;vim,.•, Aifi&A Regression Analysis Near Map Aerial Photos: Base datum November 19, 2014 Toe of bluff delineation comparison to Near Map Aerial Photo March 13, 2021 Toe of bluff retreat 14.52' (west), 16.14" (center, Hume) and 16.83'(east) Erosion rate increasing west to east. 2014 Entire bluff area unstable with no bluff vegetation, bluff top has erosion cliff bench and 2021 same unstable condition, no vegetation and large bluff cliff bench still exists. Bluff toe retreat West 2.02'/year, Center-Hume 2.30'/year, Eastern 2.40'/year Bluff staircase was destroyed and lost on Hume property Rock wall at eastern area is being undercut and eroded landward of rock structure due to retreat of bluff toe. EXHIBIT 1 x Wed Nov 19 2014 99° � ;. A" e _ x s. t . • f.. • ��`.e 1 adv° �w,' ^�.; a,.,v' a-• _. ;�i� �S�fia� �$ �'*- .ip � ""q,��ryNp� a' �` �'`�'e��',�_ rir� �j'�zj' � ,�' ' _.y hZ a: • .� H '�A Si 1 � - y.,pam.. 1 'i f L"'""RR `N �)• ��'` � .. f k- p% � \..�A a. �. � �,:.� Zv �1. *,�. b�• `, • "MM 16 -top An �- r :} • �s r u„4�,IgaF�i�_,+tiK1'1�� ,R7 r '1,�� 4 -• -• • '� i• - �• •. . � •• � • • 111 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 sit f �f Construction of neighboring i bulkhead extension underway. t w h JJ1 1 - r to 2: Taken at low tide looking west Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124, Greenport, NY 11944 (631) 477-1199 Phone (631)477-0005 Fax 2 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 Project location Neighboring property with rock revetment V r. 1 A. f' r 1 Neighboring bulkheaded property ` .0 J rd oto 3: Taken at low tide looking east Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124, Greenport, NY 11944 (631) 477.1199 Phone (631) 477.0005 Fax 3 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 1-40 - � ,y Wo 4: Taken at low tide--a neighboring property's toe is reinforced with a rock revetment stabilizing the bluff face. Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124, Greenport, NY 11944 (631)477-1199 Phone (631)477-0005 Fax 4 e s a a �•x xt 'All AIN -� xa 7 It Aft Ail ' - •. -• • '• :• - .• .. . � •• • • - � 111 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 s fly s r. 4 .ldi 7 � b � t to 6:Remnants of existing staircase at project site. Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124, Greenport,NY 11944 (631) 477-1199 Phone (631) 477-0005 Fax 6 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 q• Ik i �� .:plr. .'1. a _ �d.tr •` dytY, r �yYq'+vy.; - e •'Si't. �.4,. :C''" + t SIWO 4 -ss h af.a� _• � Al y 12 .1 • � �t • Jy. :. ! F s 7 r 0 n . y if, IA jor 'r • Ph-to 7.At risk upland vegetation will continue to die off if the bluff is not stabilized. Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124, Greenport,NY 11944 (631) 477-1199 Phone (631) 477-0005 Fax 7 Client: Daniel Hume Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 = Project location At - i i V 'r _ .:. . ♦" til`• � .'wY• _ �- - 1� - nock revetment Bulkhead -to 8: taken at low looking south Costello Marine Contracting Corp. Prepared by: 423 5th Street, PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631)477.0005 Fax 8 ,Rf.aD A i MAt OJ N SEE SEG NO.t30 ;:S 1 'L9 tem 4 TLE wu RO. FOR—CE NO 1011G �2 SEE SEC NO iM FOR—CE,NO Q 31� ,� FON PMCEI ND. SEE SEC NO BEE SEC NO wol.wl WSO35DCW3 'V A 11N\ yy E r` —�— I21 �� __ __ __^__ �,,, NOTICEccr fs COUNTY OF SUFFOLK © E aouTNm secnoN No 0....._vim ------ _O -- -- -- -- Real Pmperty TR, �x itp gen Y ax 72 mac......--wn-- rte• .t.xi tNci xo 1500 PROPERLY IMP Glenn Goldsmith,PresidentTown Hall Annex A.Nicholas Krupski,Vice President �,;� ��? 54375 Route 25 P.O.Box 1179 Eric S ki Southold,New York 11971 Liz Gilloollooly --- c� Elizabeth Peeples , Telephone(631) 765-1892 �. Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application SEP 2 3 2022 Wetland Permit Application Administrative Permit Amendment/Transfer/Extens'on Southold Town Received Application: -ZZ Board of Trustees Received Fee: $ S Completed Application: •Z •2?� Incomplete: SEQRA Classification: TypeI Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _,Coordination:(date sent): WRP Consistency Asse sment Form Sent: ZZ P.r11_AC Referral Sent: 10 Z6 ZZ, Date of Inspection: IT.2?® Receipt of CAC Report: Technical Review: Public Hearing Held: (o•Z Resolution: Owner(s)Legal Name of Property (as shown on Deed): DANIEL HUME Mailing Address: 14216 OREGON RD, CUTCHOGUE,NY 11935 Phone Number: (917) 783-9538 Suffolk County Tax Map Number: 1000-72-2-5 Property Location: 14216 OREGON RD CUTCHOGUE NY 11935 ADJACENT TO LONG ISLAND SOUND (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): COSTELLO MARINE CONTRACTING CORP. Mailing Address: PO BOX 2124, GREENPORT,NY 11944 Phone Number: (631)477-1199 Email: JANE(a,COSTELLOMARINE.COM C" � ,bI;Lcdl zv Board of Trustees Application GENERAL DATA Land Area(in square feet):81,016 SQUARE FEET Area Zoning:R-40 Previous use of property:RESIDENTIAL Intended use of property:SAME-NO USE CHANGE Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? Yes X No 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 X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s)on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date DEC #1-4738-03767/00003 ISSUED 9/7/22 EXPIRES 9/6/23 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Description(use attachments if necessary): INSTALL 246.7 LINEAR FEET OF ROCK REVETMENT(INCLUDES (2) 15-FOOT RETURNS)ALONG THE EXISTING TOE OF THE BLUFF AT NO MORE THAN 2.5 TONS PER LINEAR FOOT AND WITHIN THE PROPERTY BOUNDARIES. CONSTRUCT A NEW 4-FOOT WIDE STAIRCASE DOWN THE BLUFF,3-FOOT ABOVE GRADE TO REPLACE THE EXISTING DAMAGED STAIRCASE.BACKFILL THE ROCK WALL WITH 295 CU YDS OF CLEAN UPLAND FILL.PLACE 300 CU YDS OF CLEAN UPLAND FILL ON THE BLUFF FACE TO FILL IN GULLIES AND GRADE TO SUPPORT THE NEW COIR LOG TERRACING. PLANT THE BACKFILLED AREA AND BLUFF FACE WITH NATIVE GRASSES AND SHRUBS. Hoard of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: TO PROVIDE SUPPORT TO THE TOE OF THE BLUFF AND STABILIZE THE BLUFF FACE TO PREVENT FURTHER EROSION. Area of wetlands on lot: 0 square feet Percent coverage of lot: N/A % Closest distance between nearest existing structure and upland edge of wetlands:- N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes,how much material will be excavated? 595 cubic yards How much material will be filled? 595 cubic yards Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: 0 Manner in which material will be removed or deposited: ALL ROCK WILL BE TRUCKED IN AND PLACED ALONG THE SHORE WITH A CRANE.THE ROCK WILL BE POSITIONED INTO PLACE WITH AN EXCAVATOR. 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): THERE ARE NO VEGETATIVE WETLANDS OR HIGH MARSH IN THE WORK AREA. NO ADVERSE EFFECTS TO WETLANDS OR TIDAL WATERS OF THE TOWN ARE EXPECTED DUE TO OUR PROPOSAL. Board of Trustees Application COASTAL EROSION APPLICATION DATA Purposes of proposed activity:TO PROVIDE SUPPORT TO THE TOE OF THE BLUFF AND TO STABILIZE THE BLUFF FACE TO PREVENT FURTHER EROSION. Are wetlands.present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes,how much material will be excavated? 595 (cubic yards) How much material will be filled? 595 (cubic yards) Manner in which material will be removed or deposited: A CRANE WILL BE USED TO DROP THE STONE ON THE BEACH THEN AN EXCAVATOR WILL BE USED TO MOVE THE STONE INTO PLACE. Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) THERE ARE NO VEGETATIVE WETLANDS OR HIGH MARSH IN THE WORK AREA.THE PROPERTY ENDURES EROSION DURING STORM SURGES AND THE PROPOSED ROCK WALL WILL PROVIDE THE NEEDED PROTECTION TO THE BLUFF TOE TO LIMIT THE AMOUNT OF EROSION THAT OCCURS DURING THESE STORM EVENTS.THE ROCK WILL BE PLACED ON A GRADUAL ANGLE PREVENTING REFLECTIVE ENERGY FROM INCREASING EROSION ON ADJACENT PROPERTIES ALONG THE SHORE.THE ROCK WALL WILL NOT HAVE ANY ENVIRONMENTAL INFLUENCE DURING NORMAL TIDAL RANGES BUT WILL PROVIDE THE SUPPORT NEEDED TO HELP SECURE THE OVERALL INTEGRITY OF THE BLUFF FROM FURTHER SLUMPING AND TOE SCOUR. 1 � 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Comnletin 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 Name of Action or Project: HUME BLUFF STABILIZATION PROJECT Project Location(describe,and attach a location map): 14216 OREGON RD,CUTCHOGUE NY 11935 SCTM#1000-72-2-5 LAT/LONG:38.898/-77.037 Brief Description of Proposed Action: INSTALL 246.7 LINEAR FEET OF ROCK REVETMENT(INCLUDES(2)15-FOOT RETURNS)ALONG THE EXISTING TOE OF THE BLUFF AT NO MORE THAN 2.5 TONS PER LINEAR FOOT AND WITHIN THE PROPERTY BOUNDARIES.CONSTRUCT A NEW 4-FOOT WIDE STAIRCASE DOWN THE BLUFF,3-FOOT ABOVE GRADE TO REPLACE THE EXISTING DAMAGED STAIRCASE.BACKFILL THE ROCK WALL WITH 295 CU YDS OF CLEAN UPLAND FILL.PLACE 300 CU YDS OF CLEAN UPLAND FILL ON THE BLUFF FACE TO FILL IN GULLIES AND GRADE TO SUPPORT THE NEW COIR LOG TERRACING.PLANT THE BACKFILLED AREA AND BLUFF FACE WITH NATIVE GRASSES AND SHRUBS. Name of Applicant or Sponsor: Telephone: DANIEL HUME E-Mail: dhume@kmllp.com Address: 14216 OREGON RD City/PO: State: Zip Code: CUTCHOGUE NY 11935 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 governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: El W71PERMITS ARE REQUIRED FROM NYSDEC,TOWN OF SOUTHOLD 3.a.Total acreage of the site of the proposed action? 1.8 acres b.Total acreage to be physically disturbed? 0.10 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.8 acres 4. Check all land uses that occur on,adjoining and near the proposed action. E]Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture mAquatic El Other(specify): ❑Parkland Page 1 of 4 � f 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ✓❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ 17 ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES 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: ✓❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES Fv_71 0- b.Are public transportation service(s)available at or near the site of the proposed action? ✓❑ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ ❑ 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: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 1:1OUR PROPOSAL DOES NOT PRODUCE THE NEED OF POTABLE WATER. 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ OUR PROPOSAL DOES NOT INVOLVE THE PRODUCTION OF WASTEWATER. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? Z ❑ b.Is the proposed action located in an archeological sensitive area? Wl ❑ 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: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ®Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional m Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? WINO E]YES ✓❑ ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ®NO ❑YES Page 2 of 4 t 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ ❑ 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: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE q Applicant/sponsor Daniel Hume Date: ! �S Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning F-1 Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 3. Will the proposed action impair the character or quality of the existing community? F] El 4. Will the proposed action have an impact on the environmental characteristics that caused the El 1:1establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El 1:1affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, El 11architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ Elwaterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 l No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 J Board of Trustees Application County of Suffolk State of New York DANIEL HUME BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE .BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(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 MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signa a of P operty Owner SWORN TO BEFORE ME THIS �5 DAY OF U j��ll7�s� 20J-? LYNN E STEVENS Notary public-State of New Yat NO.01ST6269424 Qualified in Suffo County Notary Public commission Expires "aye°ay APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Prohibits conflicts of interest on the part of town officers and emoloyees.The purpose of this form is to Provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: DANIEL HUME (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"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/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this_7 da of ,20� Signature Print Name DA UME APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics orohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: COSTELLO MARINE CONTRACTING CORP. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building.Permit Variance Trustee Permit X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES X NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Caroline Burghardt Title or position of that person Member of the Conservation Advisory Committee Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) X C)an officer,director,partner,or employe of the AGENT or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted t 's day of.5 Signature aw Print Nam ane Costello for Costello Marine Contracting Corp. 1 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Daniel Hume owners of the property identified as SCTM# 1000-72-2-5 in the town of Cutcho2ue .New York,hereby authorizes Costello Marine Contracting Corp. to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Propertyner's ignature Property Owner's Signature SWORN TO BEFORE ME THIS 15 � DAY OF J�iD��°�6�� , 20aa LYNN E STEVENS Notary Public-State of New York NO.01 ST6269424 Notary Public Qualified in Suffolk County CDam wiS5i0U Expires iY Office:(631)477-1199 Fax:(631)477-0005 PO Box 2124 423 5th Street, Greenport, NY 11944 COSTELLO MARINE CONTRACTING CORP. Office®CostelloMarine.com AUTHORIZATION The undersigned, as owner of property located at 14216 Oregon Road, Cutchogue i NY 11935, SCTM 41000-72-2-5, here by authorizes Costello Marine Contracting Corp. to act as agent to process all permit applications needed to construct a rock revetment at my property. Dated: Sign Here: Printed Nam Daniel Hume SWORN TO BEFORE ME THIS ��j DAY OF 9-eDfeAV�e."'- 20 LYNN E STEVEN3 Notary Public-State of New York NO.OIST6269424 Notary P61ic Signature Qualified in Suffolk Connty Commission Expkes JOHN A.COSTELLO, President JACK F.COSTELLO, Vice President JANE P.COSTELLO,Secretary Board of Trustees Applic. _on PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: D NAME: �}G{I �aGen� /-ra 7a - a 7a - a - y 83 3 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 , NOTICE OF HEARI '11G 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. OWNERS) OF RECORD: DANIEL HUME SUBJECT OF PUBLIC HEARING: For a Wetland Permit and a Coastal Erosion Permit to install 246.7 linear feet of rock revetment (includes two (2) 15' returns), along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries; construct a new 4' wide by 105' long staircase down the bluff, 3' above grade to replace the existing damaged staircase; backfill the rock wall with 295 cubic yards of clean up-land fill; place 300 cubic yards of clean up-land fill on the bluff face to fill in gullies and grade to support the new coir log terracing; plant the backfilled area and bluff face with native grasses and shrubs. Located: 14216 Oregon Road, Cutchogue. SCTM# 1000-72-2-5 TIME & DATE OF PUBLIC HEARING: Wednesday, November 16, 2022 — 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 j Glenn Goldsmith,President �S�F��co Town Hall Annex A.Nicholas Krupski,Vice President �� Oyu 54375 Route 25 Eric Sepenoski ti P.O.Box 1179 Liz Gillooly d Southold,NY 11971 Elizabeth Peeples ��1j0� ��4l Telephone(631)765-1892 Fax(631)765-6641 BOARD OF,TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of DANIEL HUME COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING I I ,raL rT 1 , 7V r'Wlr T:i - `�' I, J—w residing at/dbaNaYA'Kk r mm . BUY 1(9d`-f being duly sworn, epose and say: That on the -7 day of 146vevler- , 20-7.), I personally posted the property known as lye/!o OrtgC,j �o Cccklzo� , /V'/ 11573 S by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,November 16,2022. Dated: n ure) Sworn to before me this �S day of&onle20 LYNN E STEVENS Notary Public-State of New York No.OJST6269424 Qualified in SuffolCQnntydOa� Notar Public Commission Expires oo�r. -=Uo Client: Job Site Address: Date: Daniel Hume 14216 Oregon Road, Cutchogue October 7, 2022 NOTICE OF HEARING POSTING PHOTOGRAPHS NOTICE OF HEARING e70TICt 15 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 propc-ty , OWNIMSj OF RECORD: DANIEL HUME SUBJECT OF_PUBLIC NEARING: For a Wetland Permit and a Coastal Erosion Permit` to Install 246.7 linear feet of rock revetment(includes two(2)15'returns),along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the _ Property boundaries;construct a new 4'wide by 105'long staircase down the bluff, above grade to replace the existing damaged staircase;backfill the rock wall with 295 A: = cubic yards of clean up-land fill;place 300 cubic yards of clean up-land fill on the bluff face to fill in gullies and grade to support the new coir log terracing;plant the backfilled area and bluff face with native grasses and shrubs. Located:14216 Oregon Road,Cutchogue, SCTM#1000-72-2-5 TIME&DATE OF PUBLIC HEARING: Wednesday,November 16,2022 MOT about 5$0P.M. If you have an interest in this prOIPtt,you are invited to view the town hies)whKh are available online at www.wutholdtownny.gov and/or in the Trustee _ Of""until to the day of the hearing d4riMnormal.business days between the hour}of 8 a aed 4 p.m BOARD Of TRUSTEES`TOWN Of SOUTHOLD (631)765-1897 I t. y� :rC -17 ice ' 1. Prepared by: Costello Marine Contracting Corp. 423 5th Street, PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Fax Client Job Site Address: Date: Daniel Hume 14216 Oregon Road, Cutchogue October 7, 2022 NOTICE OF HEARING POSTING PHOTOGRAPHS 4 �- NO'a rrch OF HEARING yJTiCE IS HEREBY GIVEN that a Public Hearing w01 be held by f{0.Southold Tow,` ;gees at the Town Hdli 53095 Main Road,Southold.New York,concem,ng this P"' , a 4'R OWNERJ,JQFRECORD: DANIEL Erosion Pwmlt WBJEQ OF PUBLIC HEARING: for a Wetland Permit and a Coastal msl,SIGN the t°instal{246.7 linear feet of rock revetment(includes two fonealot existing toe of the bluff at no more than 2.5 i°ns 105per'10-9 staircase doand wn the bhrrf"; ;A property boundaries,construct a new 4'wide by µ, above grade to replace the existing damaged staircase.backfill the Fork wall wlt6 285 cab¢Yards of clean upland fill;place 300 cubic Yards of clean upland hit on NtR face to fIR in guiles and grade to support the new coir log ten i ^g-�a�4216 backfilked area and bluff lace with native grasses and shrub- nesdaV.November lb,2012' Road,Cutchogue.SOM"100o-72-b5 ` RING: Wed ..rv, ilN1E&DATE OF PUBLIC HEA.._ r.. at or about 5:36P,M,d Yo a.e drau have an�nre.asr i„sin:n•w” o ..t. 'A° ;own Mew wb.hlaWa oMnw at„s ww.wuthddtod',d Y't ge5wrd'r�Mrt.,1 'Xire-11 to the d.,of thelear,na d,n'^g�'OWH Q,`,50J'HWO•id�li W> anU CSm, Bo'Ro W TRUSTEES! 1 y. Prepared by. Costellollo Marine Contracting Corp. 423 5th Street, PO Box 2124, Greenport, NY 11944 (631)477-1199 Phone (631)477-0005 Fax Board of Trustees Application i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#:Daniel Hume SCTM#1000-72-2-5 NAME: ADDRESS: Hume&Muth LLC 13459 Oregon Road,Cutchogue,NY 11935 (14308 Oregon Road)(SCTM#1000-72-2-6) Hawkins Bioventures LLC 4 Bayview Drive,Quogue,NY 11959 (14124 Oregon Road)(SCTM#1000-72-2-4) Magenta Cap Management LLC 520 E.86th Street,New York,NY 10028 (13945 Oregon Road)(SCTM#1000-83-2-9.3) STATE OF NEW YORK COUNTY OF SUFFOLK Jane P. Costello D/B/A Costello Marine Contracting Corp. PO Box 2124, Greenport,NY 11944 , being duly sworn, deposes and says that on the 7th day of November , 202,1_, 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 Greenport(11944) ,that-said Notices weremailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. �� Si ture Sworn to before me this f Day of Alovem 6e r , 200a LYNN E STEVENS Notary Public-State of New York NO.01ST6269424 Qualified in SuffollGCounty�0 Notary P lic ConlwssionBspires GI y Client:Daniel Hume Application 14216 Oregon Road, Cutchogue Date: 11/7/22 CERTIFIED MAIL RECEIPTS M U.S. Postal Service"' U.S. Postal Service CERTIFIED MAILP RECEIPT CERTIFIED oRECEIPT mm '• • ti -a. -a For delivery information,visit our website at M .n .tg7 p ti t rn Certified MFeeF F � A L CEJ I rn Certified Mail Fee R� IVr ru $ �0V% Ir $ �nO �, Extra Services&Fees(checkbox,add fee as appropriate) EXtra Services&FeeS(checkbox,add fee as appropriate) [I Return Receipt(hardcopy) ❑Return Receipt(hardcopy) $ ru .W mTm ark 0 ❑Return Receipt(electronic) $ #%Postmark ,p .❑Retum Recelpt(electronlo) $ LLJ �frt7.._1 202 1 r ❑CertiFled Mall Restricted Delivery $ Vi Hd.20,7 ❑Certified Mall Restricted Delivery $ (� ere ULL to r3 []Adult Signature Required $ VG2 0 ❑Adult Signature Required s— 4, to ❑Adult Signature Restricted Delivery$ to ❑Adult Signature Restricted Delivery$ 4� LJ Postage O Postage = $- ---- - - - -— Gs/os SPS t8f O I $ --- ��-Uo TC "I r� I i T` r)..( Hawkins Hawkins Bioventures LLC l u $' Magenta Cap Management LLC r„ s ti 520 E. 86th Street -______ o s! 4 Bayview Drive ---------= � s � ; L r` New York,NY 10028 ' .__.; c Quogue,NY 11959 !__} - c ' Postal Servic6- CERTIFIED oRECEIPT Domestic m ' rn Certified Mail Fee / -t-- Er Extra Services&Fees(checkbox,add fee as appropdate) \POR JJJ ❑Return Receipt(hardcop)) $ nj ❑ReturnReceipt(electronic) $ *Opostmark- M E]Certified Mall Restricted Delivery $ C-3 []Adult Signature Required $ /q ❑Adult Signature Restricted Delivery$ `O?� C3 Postage $ ru S Hume&Muth LLC o s 13459 Oregon Road = = Cutchogue,NY 11935 !.... :._� Prepared by: Costello Marine Contracting Corp. 423 5th Street,PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Fax i t NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: _.DANIEL HUME ,SCTM#1000-72-2-5 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Install 246.7 linear feet of rock revetment(including(2)15-foot returns)along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries. Construct a new 4-foot wide staircase down the bluff,3-foot above grade to replace the existing damaged staircase. Backfill the rock wall with 295 cyds of clean upland fill. Place 300 cyds of clean upland fill on the bluff face to fill in gullies and grade to support the new coir log terracing. Plant the backfilled area and bluff face with native grasses and shrubs. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: i� 14216 OREGON ROAD,CUTCHOGUE,NY 11935 3. That the project which is subject to Environmental Review under Chapters f: 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wednesday,November 16,2022 at or about 5:30pm You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Daniel Hume MAILING ADDRESS: 14216 Oregon Road, Cutchogue,NY 11935 PHONE #: AGENT: Costello Marine Contracting Corp. MAILING ADDRESS: PO Box 2124,Greenport,NY 11944 PHONE #:1631)477-1199. Enc: Copy of sketch or plan showing proposal for your convenience: i .i SITE PLAN KEY: --— PROPERTY BOUNDARY -- — - -- BUILDING SETBACKS ENVIRONMENTAL SETBACKS EXISTING TOPO -----.J — 251-- PROPOSED TOPO +!L5.5 EXISTING SPOT GRADE --- \\\\\\\ ----- -,--- EXISTING FENCE PROJECT DATA: N LOw. PROPOSED FENCE EXISTING CONDITIONS BASED ON Wq f L 2Q21 \ SURVEY DATA FROM: ` SAM Hkry�NA7LR DUNE 20 \\\ __ AJC LAND SURVEYING PLLCA LAND SURVEYING AND PLANNING 77 S.COLEMAN ROAD --MEgN LOW WATER AP \ �\ ,I CENTER 6-99 3 11720 'MEAN..1\\ITER A \ __RIL 2021 __ s'!�3'Ib \� AN HIGH \ /�^,II E:AJC246@OPTONLINE.NET BOTTOMBLUFF MAR \ -.� ✓N T631-8469973 -- cNzoq,-___� _ 3r�A � \ \,,,LoW �T gaRlL ___ -847?oMBLUFF � ><zr12 � �`Q"�zt�o,�: - --: FOR REVIEW&FILING _ SPR -MARS \\ \�D' NOT FOR CONSTRUCTION =_ -'O 1'VATER APRIL 2021 ��-L BLUFF - - — _ \ - \\\ MEAN LOW WATER APRIL 2021 H 2O0� a _ ON Sf' HWAT _ A �,/ y §dam �\ B�IfOM a"�'.v'+'K7 ---- �� ` so •BOTT_OM BLUFF MA l \I\A"fER \ ----- �` �U AMP• _ 11rVATERgp�4 V MEAN HIGH WATER JUNE 2002 OF BLUFF eon PT+$ R 8-�-._ _ --- __-___ -_-` _ _ —p _ __ OM BLUFF MARCH 2005 e+� MEAN HIGH WATER APRIL 2021 O ION A7.AkD PINY" �_FOAS _ TAt- R031pprg _ �- _ w OTTOM BLUFF MARCH 20n; Vk COASTAL OM OF a ----- - L,11 -__ _ ___ _ �e--.1 _ __ _ _ c ___°,T•i= DANIEL HOME \ _ _ _ OOgSTgL'Eg0 " SCTM:1000-72-2-5 _ _ - --------------- #14216 OREGON ROAD A ILO202jUFF .` --- _ _ .c ` _ _ CUTCHOGUE,NV __ ____ BLUi r - OASTAL EROSION HAZARD \ \ \\ � a _—ERRD LINE SUFFOLK COUNTY �— ��APRI�F FF�v _ _^ > a 2021 ' P OF BLUFF '�/ 10s6a 9 i OAPRIL 2021 PARCEL No.2 t ,\ V PARCEL No.t PARCEL No.3 PARCEL ND.4 Tie a 4°,,, s HUME&MUTH,LLC t`P\ 1 \ ,nxi SCALE 1 405— ' c 50' WIDE RIGHT OF WAY REVISIONS/RELE1 L2.1 SE FOR COS: 01/12/20221 L2.1 FOR CONSULTANT uND x/F LAURA 0EV24 20221 L2.2+L8.1 01/29/20221 FULL SET FOR REVIEW PARCEL No.S \ '*'S,� t -08/02/20221 PERMIT SET REVS. LAND N F PETER J FILIBERTO 2010 TRUST ` ^,3\ AM WEBER 8 ASSOCIATES R ` PROJECT NAME OREGON ROAD •:; ` MATTITUCK NY DATE: AUGUST 02,2022 SCALE:1'=40'-0' SHEET: EXISTING CONDITIONS PLAN ' 9 DRAWING: SITE PLAN KEY: --— PROPERTY BOUNDARY ---- - -- BUILDING SETBACKS ENVIRONMENTAL SETBACKS L - ---- EXISTING TOPO F2_51 PROPOSED TOPO +45,5 EXISTING SPOT GRADE EXISTINGFENCE FENCE PROJECT DATA: PROPOSED FENCE SEAN LOW EXISTING CONDITIONS BASED ON WATER q�R L 2021 SURVEY DATA FROM AJC LAND SURVEYING PLUG LAND SURVEYING AND PLANNING 77 S.COLEMAN ROAD CENTEREACH,NY 11720 T.631-846-9973 \ !J,I,\..1 n F AJC246@OPTONUNE.NET M11EBo 'IroAT6R APR '". ,:d ... \ EAN HIGH WATER J�1 2002 �\ � C;�\ e..+uu '�__ OM BLUFF MARCH 2OyII__ \\; .U( �R� J`O `�'✓ FOR REVIEW&FILING SPRI �� LUFM Rz \R -.` � 5..1ll,•� _ m. NOT FOR CONSTRUCT ON V SOT WAT[ �RIL - -" -_ `� �� •1 _ moo, S. MEAN LOW WATE - R APRIL 2021 Rlryr, H "TMuiv -$FDFF- Oji r. _t\ e ��X10 WA \ �� \- �c\� �uGRyyAr _ 2�\? \ IoLOP_g -1PRIL- _ 'BOTTOM BLUFF Mq P2t � _' FSI�'H WATER JU \� _ _ ?021- _ RCH QpmNE z00� TAMP. ARMOR .L-\'•��\ '� -..+ �\.r _ NIGH WATER JUNE 2002 TOP OF BLUFF - \ _ _` _<,.,•,. N�F8tit1�{s RIL 02q.. -_ AJEA(y H7(`'A{.4^!A '+ �\� -c S APRIL"-202fi .___ y__..- _ _ __ ` -�,� ARMOR BOTTOM BLUFR APRIL VD21 N -v - _ - -•{ � ♦•�" FItdPREVEG (MARCH 2005 �M HIGH WATER APRIL 2021 \ ' - R a0 10 `- ` _ QST _ _ ! .� '-•+ ,..4 :` +- _. _ _ M BLUFF MARCH 2005 II 11\�_i r NHaZAF2D YINE', �_ __ 9L�p383A} B BLUFF Y _ ` O 1` \ i 1 / �' - - L1NF_ 4 ih STABILIZATION yy s 4 s \ PROP ROCK �y Q '1' ', Gk}. A ARMOR \�� _ Q( � �CLOP�a,6 -, ^.LY 4\y�.L ..a. — �1{7�- ti^.�. .-.Sf.�. �._tiC�:s r{•C �+" tf4i N i 4 .:T• H I / I F+ _ \ 1\ 1 ...i ♦ '-'z` r ''.�r:L-�T^�..L^n• \~«� 'eh-• .,.52'_�.Y'��_. S4.yi. 202j, 82LU \ .w s-' '-..,rc�-��4y^r� �a`..;:4a i4r_+: 'S-.�as_: .Ae�T2"7-',z.-�-��.>.;^h ''' 'S •.1:'�!��Y_:4 C�L:1•4 •'''�1FR-' \ '-Y.S itiY�.. 1IE �.rtr ^: DANIEL HUMERE _ SC TM: PRO`P �i ?'fir w I 4 \/ Y 1 . T P ,.. .�_ - $BLUFF __ i';i 14•Yrr,+,L'12.-:t�.`i' l r�' Y��_` CUTC#142IHOGUE,NY 6 OREGON ROAD \ -`--_- A LUFF s \ % ^ 'STABILIZATION `i #f� } `'-''��, �� J ^� i, TOWN OF SOUTHOLD 21521 \'.-` '� 'e. � 4:79`.xi `+ ?r� a,= 5 4 �,'`y: SUFFOLK COUNTY -- ------ �\� \ � -�� `-� � err-gra-,r�. �.-.GOASTAL EROSION HAZARD LINE s - h-•tr i4•`rr�. r ? � s+ y,604%C \\ �•• - =='eR / \ \` \ t TOPNX X o .mENLARfiElY1ENT FOR --\\ r ,APRIL 2021 n •\ _, 4>t_`y-- ?,;a- a L]�OF BLUFF K' p \ _ -� I_ r `\ ` - � . � ,,,;. IL 2021 PARCEL No.2 \ EE$FLEET L2.5.1�_ _SEE SHEET L2 \\- \ PARCEL No.1 --.—.- �1` \� \X' ENLARGEMENT OR PARCEL I \\ PARCEL No.4 l HUME 8 MUTH,LLC \4 1 O ly % i \ \ \�'P\ \•Y; sRT p�� t\ I \\\ \ � �0. \ `'tiw4 yt,1l<� >,✓.aWe'+.:�;...�4.3"�T�� `\ � -''t 0 40' 60' i ti. -�-_�--�M"t4 -- -_�'_bb. ,,•1y�_—-..---�-- aJ� -- --�-- --mac Pob t»�— --�— "'.na. SCALE'1•=40'-0• �5,<k 1.L. e \ i;`�n9^7v;tic-i � �• 4, A 1*i•.: Y, 1 �;'�'{"�; ,,..:. \� ��'�k(r-.-;.,• �\ a:. ��` REVISIONS/RELEASE DATES: 0 . . .. ..,,- -\'� .�.� rw..,,,,•:s:^:ti'i::•:�+:•:::�`•',.�:4 r.^,:.?,5: c.�t'-,\<'-,� 1^• 'rel..3�o�'r:�= sa� i n\.. \ 50' WIDE RIGHT OF WAY =— �1• -- --- ---��s , \ -01/1 2/2022 1L2.1 FORCONSULTANT /e/v �~ 'al �' \ REVIEW LAND N/T LA ASOUIGEII ::AA,,,, ` *kti i'•; -01/24/20221 L2.2♦L8.1 - _ t\>• -01/29/20221 FULL SET FOR REVIEW PARCEL N0.5 \ aN, \ -08/02/20221 PERMIT SET REVS. � LAND N/F PETER J FILIBERTO 2010 TRUST \ \ \ t},, AM WEBER&ASSOCIATES \ - \ PROJECT NAME', \ OREGON ROAD MATTITUCK NY \ \ DATE: AUGUST 02,2022 F \ SCALEV•40'.0' 5s, \ SHEET. SITE PLAN-CONTEXT s DRAWING: L-2.1 1'0"TYR GENERAL NOTES: SITE PLAN KEY: \ •BASE MAP INFORMATION AND EXISTING —--— PROPERTY BOUNDARY a - TOPOGRAPHY AS PER AJC LAND SURVEYING PLLC DATE,)APRIL 2021 BUILDING SETBACKS -ALL DISTURBED/DAMAGED AREAS OF --- ENVIRONMENTAL SETBACKS \ M HIG CONSTRUCTION AND BLUFF EROSION TO BE q� RE-PLANTED WITH NATIVE SPECIES INCLUDING EXISTING TOPO UNE 2 AMERICAN BEACH GRASS,NORTHERN BAYBERRY, \�- AND BEACH PLUM.TEMPORARY IRRIGATION 1251 PROPOSED TOPO SYSTEM TO BE USED TO FIRST(2)FULL GROWING �\ SEASONS,THEN REMOVED IN ITS ENTIRETY EXISTING SPOT GRADE \ +45.5 a -BLUFF STABILIZATION FEATURES AS PER PROVIDED _ PROJECT DATA: DETAILS AND SPECIFICATIONS EXISTING FENCE L2.4(DANIEL HUME#14216 OREGON RD)QUANTITIES: PROPOSEDFENCE TREATED HARDWOOD MATERIAL FOR STAIRCASE LENGTH OF STONE ARMOR=246'-7"LF 1NSTRUCTION,TYP. EXISTING CONDITIONS BASED ON VOLUME OF PROPOSED CLEAN FILL TO I SURVEY DATA FROM. BEPLACED AT ROCK ARMOR=295 CU YDS Q STRINGER BEYONDBLUFF FILL(300 CU YDS MAX)TO BE USED TO FILLAJC LAND SURVEYING PLLC TIE INTO PROPOSED ROCK ARMOR IN RILLSAND GULLIES TO MATCH EXISTING GRADE.NO LAND SURVEYING AND PLANNING '--` CHANGE IN BLUFF GRADE WILL OCCUR. CONNECTIONS TO BE MADE W/HOT DIPPED 77 S.COLEMAN ROAD AT NF�IGHe RING PARC TO WEST '" AREA OF PROPOSED REVEGETATION PLANTINGS 1 1 GALVANIZED BOLTS&STAINLESS STEEL SCREWS,TYP CENTEREACH,NY 11720 AND BLUFF STABILIZATION FEATURES=14,870 SF T:631-8469973 1 \\ - •STAIRCASE TO BE MAX.4b"WIDE x 105'IN LENGTH I 4x4 ACQ POSTS/ANCHORS/STRUCTURE E:AJC246@OP ONLINE.NET _ H SET A MINIMUM OF T-O"OVER FINISHED BLUFF AS PER STRUCTURAL ENGINEER,TYP. L FACE,TYP. -STRINGER WILL BE SET MIN.T OVER -ROCK WALL NOT TO EXCEED 2.5 TONS PER LINEAR FT. BLUFF FACE BELOW (ROCK AND GRAVEL BACKFILL COMBINED) FOR REVIEW&FILING EXISTING ` LIMIT OF SEAWARD DISTURBANCE NOT FOR CONSTRUCTION 801-7 M OF q BEACH SITE STAGING _ \\ H 5 AND MACHINE ACCESS FROM LIMIT OF LANDWARD BACKFILL WITH(295)CU YDS \}`) D POND ROAD �� OF CLEAN SAND FROM AN OFF SITE SOURCE. ro ALL DISTURBED AREAS TO BE RE-PLANTED STAMP: ACCORDING TO PLANTING PLAN 2 WOOD ACCESS STAIRS TYP. -section detail SCALE:1-1/2'-l-V EXISTINBEACH - TIE I O P PO ROCK ARMOR NEI BO G P CEL TO EAST '\ 41 R GB OM q.'I�EBL If NIL 2087 N TTOM�MARC 2H�5 ARi< DANIEL HUME + + - -. + + _ +BW-/-7.50 SCTM:100672-2-5 #14216 OREGON ROAD + RETS + }BB'-g• --- } } - CUTCHOGUE,NY _ ONOCK VTALZ+ + + + _--� �•f�' F -. + \ TOWN OF SOUTHOLD + +-AS W#OW + } }+ + + + + --f - + SUFFOLK COUNTY + --�--+- + ++ .� ++- f + + + + + + -� - ,. 80 OM FF --NO -N PRO O EDL + + + +_+ _+ +-"-+- ��+�1- + + + + -+- 1-- -♦_._,_ CH 5 AI.ADJOINING + _� + + + + +-+---- + + ++ + + + + _� +-- -♦! +BW -7.50 \ _TARCEL TO-WEST7gt5• —_+___+ + �- t_ + + + — + + +_+ + — __--„- t �f +_ ,7 `}_ + _� --+-- #_- \\ + + + + --♦- -+-- +--+_+_ + + __+_ + _ -IUEANFfGH WATER APRIL 2021 + +- +_ + ++- + +_ + + + + + + + + -I-- +--+-* + t +� ±__ t S +�•-_ + + _+ '-1^- +_ + + +_ + + +\+\+ + + + -+- -++--"-1- - +_+ + + + .,_ B�.TTOM.pFB�B _' FUTURE ROCK WALL } } -+246'-�LINEAR FT OR-PROPQSED RACK ARMOR + + + +•\�.� + -+-- } } }-} -+'� �- --)- ._.#_ } } �+ + {�-�-e2•i�- } "+ _� } AT ADJOINING PARCEL �- -- ASP R INCLUDED C FLCAT10N3-AND DET ISS "-� _ + +--+ _ } + It + + q'i- - + .� �-\+ `� - -- +--+--'+ --+ --+- �•I�- +—+- - -�+ +\ �- +_+ ++i + - -- TBD �- + + + + + - ,+ +,\+ \+ �'IC +�+' -t' -�- #--F+-f + + +_+ +\++-�` - -+� + -1'� -_ b• ..._SPRING H16F1 WA ER -� +_-+ + + IMPORTED FILL TO BE UPLAND + �1- + +\+�-+--} - - - +- +--.+-+.- _� _� -+`+ +__+ '^F� + 'F- _ + + "I�- 1 �”REfURN + �F gLU RIL 2bZ1 �- SAND EQUAL TO OR LARGER GRAIN + -4- +_ +_+_�- _4- _+ .+ +_+_� + + + ��-k� + +O WA K - _ SIZE THAN EXISTING BEACH SAND \ AS MOWN - _ p,T ADJg1NING_T=E _�' -� + + -_ AT EXISTING RILLS AND GULLIES �` �I� + +\-FTS,+ + + + + +__..+_. + + +_ + + +�f + � + +\+ +��-+ _- +f --= + - -t-- tT�+ +1_+ + +- -} - - - — + +\+�+ + + + + + + + _+_ + +—+ + — - + + k_+ + + ++— -- — - - + + — +\ - _ —+ — --1 }._ + +�`+ + �� ,+ ++ — - F 87 + + + Imo_+�+`+ + +�� +�'+-_t + + + +___+ +-`� - + +_+ + �+ + + +—�+ + — + —++ --+ + ++ —+ + + \} } + +' + +�+ + L. �� + + +_+ ++ + + +— �� --.SQASTA_L_ERO `� �- --- --- P.g4POSED�TIO4-PANfINGIION PROPOSEDBLUFFACCESS =�A2#RB-LINE- -. + _ _ + + ��+-`+ +•��+_+ �� + +---++ �--� ��- + + +�-+ --* --�+__ + +��^F + -��AND REVE�EITATI01'rptANtING9,'tYP.�_+- +' _4$T•AIRS 4'WIdEx101�LOMG1- - -� +-- +_+ +"��`-+ +--+' -- - -�}� �+-�} + +-S E D+ET�ILS AT rIIIL D IE I+ + + ++ + + + +#�+ER�gION �_ + + + -+_ + +-,(" $E PLACED OfACE} + — — — + + >_+ — �+_ + +` + + +\+ + +�+�+ + + + +`+ + SCALE1/S'=1'-0' -�- _- --- --� +\+��•V- -_-�, - { \ + + + + + + + + -�+—+ +��+ - �— +\ +�� +\+ + --� -� �- + + +� "-+- 4- + REVISIONS/RELEASE DATES: +-_--�•� t + +, +�+--t - � +.+—+ + _� + �� ,y �` `- . } ►t \.+. + + .�. .�.._-__+—_,F. _-.'t - - +-�.� + '^. -4- + -01112120221 L21 FOR CONSULTANT \ \�� p OPOS D BLU STA BJZATION `� ` `- �� REVIEW _ + + + + +�'F +_'F + + +\+ } `±�^+.�`+��= + +'EOgT�E +�-F-* - + + +�-^-F---f _+_ -01/24/20221 L22+L8.1 — --- AN REV. =LTI N P TIN6 TYP. - \ \ � 300 CkFYDS F6-BE PkACEDDN FA9E } + + + +��+ +�'-+_}�-E }��+- �=� + -�,+ ----��+- + ��' N "`D LINE -`+. -01/29/20221 FULL SET FOR REVIEW -- \ �_ +-- + +--+ -08/02/20221 PERMIT SET REVS. + }-- *� + '�\A+YEILSNG RII+LS-ANI+f Gl1LL�ES) -+ +'-� + _--_ +`\�-F -F + �_ #- +--+-�- +`�--"'+�+ -F`�+ +\+\+ +��+ +�* - - .�_ +-�F .=- �I� '- -#-- #f- '4' - OSIH^ AM WEBER&ASSOCIATES Ops AP lz TOP OF \ �- _+ PROJECT NAME: RlL 2021 --� APRIL 202' ) \} �^- }�..-� +_ �� -. _ .1� + + �'F- ,� +'\+ + '#� + \t - -..�+__+ +`4^- +�+ z-�'+' +`+ + + �'F + +_ +�{- j +-_,-+ +` �^ + I + +' +_� _ f _} �` +� --a B 7 + + 2 + �+ + + OREGON ROAD �`- � MATTITUCK NY ++_+ _ - •} + + + � +� --.+ -+- + -* - � + `"* + `+..__+ -+k + +_:F + - + + + DATE: AUGUST 02,2022 �' _ ' — �� \ I/ J•O } + _ �- +_- + `+ - , + \ �\� -. _ + � SCALE:1/8'a _ + ` +PR40SED6LUFFtCCES + SHEETSITE PIAN-PARCEL#2+ + + SF7R5{A EktOS kDNG ---- + ^ " �+ + + ' + + - + -- +__ DRAWING: — + + —+ + _+ + c L-2.4 O TSO& \_ SOPQe' TOP OF BLUFF ' APRIL 2021 ___________________________________ __ ______ Y____________________ EL.+/-75.00 I QOKj rnN l\� 'm 1 PROPOSED TOE ARMOR ROCK WALL, PROJECT DATA: LIMIT OF LANDWARD BACKFILL WITH(295)CU YDS OF CLEAN SAND FROM AN OFF SITE SOURCE. ALL DISTURBED AREAS TO BE RE-PLANTED //\\ \\//\\ \\//\\/ \\/•�'� SUONS BASED ON SURVEY DATA FRISTING OM: ACCORDING TO PLANTING PLAN AJC LAND SURVEYING PL-C \ \// \ LAND SURVEYING AND PLANNING ISLAND \�\\. A\�\ T 31-8469973 D // CENTEREACH,NV11720 T:631-8469973 S O U N D \\✓\%\\%\\� /•. E:AJC246@OPTONLINE.NET EXISTING BEACH —————————— FOR REVIEW&FILI CONSTRUCTION NOT FOR PROPOSED TOP OF j NG TOE ARMOR ROCKWALL — ——————————— L ------- --------- \\/EL,14.00 \\//\/ \\/ "/%\j\\\// EXISTING TOE OF BLUFF (BOTTOM OF TOE ARMOR_ STAMP: ROCK WALL)EL:+/.7.50 APPARENT HIGH WATER LINE EL:+/-4.00 BOTTOM OF BASE STONE EL:+/-400 t I PROPOSED BLUFF OVERALL(TYP.)-section elevation detail L8.5 SCALE:l'-10'-0' DANIEL HUME SCTM:1000-72-2-5 #14216 OREGON ROAD I I CUTCHOGUE,NY TOWN OF SOUTHOLD 3 , SUFFOLK COUNTY fs"Y SEE TECHNICAL REVEGETATION PLAITING PLAN 1'• - \ 12"COIR LOG DIA.SIZE(TYP.) FOR PLANT SPECIES,QUANTITIES,SIZES,AND " -SEE PROVIDED SPECIFICATIONS LAYOUT,TMP. ON DETAIL 2,L8.2 LANDWARD LIMIT OF BACKFILL,TMP. CONTRACTOR TO COMPACT ALL NEW LIMIT OF LANDWARD BACKFILL WITH(295)CU YDS -z \ MATERIAL @ BLUFF FACE BEFORE OF CLEAN SAND FROM AN OFF SITE SOURCE. ' .y„ Tei . f - \\\, i COIR LOG&JUTE MAT INSTALL,TYP. ALL DISTURBED ACCORDING TO PLANTING PLAN ''2/rb��# 7S� 'x ✓ / \ //\\ 1-1/Z'TO 5'GRAVEL OR CRUSHED STONE FROMJU OFF-SITE QUARRYm TE MATTING(TMP.) -(176)TONS TOTAL -SEE PROVIDED SPECIFICATIONS (COMBINED TOTAL WITH TOE ARMOR ROCK I 3=•,�y :V \ �\/ \/ /\\ \ ON DETAIL 2,L8.2 s" NOT TO EXCEED 2.5 TONS PER LF) � / \ \\\\/ /\\\ / RE-PLANT ALL DISTURBED AREAS �}.�. / \ / x / / WITH AMERICAN PROPOSED TOE ARMOR ROCK WALL, � � " BEACH GRASS AT&"O.C.(TVP.) 2.0 TON STONES STACKED(4)HIGH,APPROX 1.46 TONS PER LF OF SHORELINE. + / \ / COIR LOG,STAKES,JUTE MATTING,AND TOTAL OF(317)TONS I ' / � IMPORTED SAND PLACEMENT AS PER PROPOSED TOP OF -ANGULAR BOULDERS TO BE USED(NOT ROUNDED) ��I�\' \ / / PROVIDED DETAIL AND SPECIFICATION TOE ARMOR ROCK WALL — — — —— —————— ————— —— — —__L_——____ —— _ — .. e :: c " \ / \\ \/ / EL:14.00 % /, \/ / / \/\/ / 3XT GEOGRID MIN.3500$/FT 't., '•:` / / TENSILE STRENGTH(ULTIMATE),TYP. o _ MIN.WALL BATTER REVISIONS/RELEASE DATES: `• .j \/��\\ \/ / \\ \\/ /\\ \\/ /\\ \\� -01/12/20221L21 FOR CONSULTANT REVIEW -01/24/202211-2.2,1-8.1 BASE STONE SET AT OR ABOVE /�\ / \ / \/ \\/ �\//\\\/ �\/ \\/ �\ • 0'/29/20221 FULL SET F00.REVIEW EXISTING TOE OF BLUFF AFIW LEVEL \��//\\/ •08/02/20221 PERMIT SET REVS. (BOTTOM OF TOE ARMOR ___ ______ __ _ _ ______ �`.;.� \\ _LINE OF EXISTING BLUFF FACE AND TOE OF BLUFF(TVP.) ROCK WALL — \ EL:+/-7.50 / / \ /\ ` ?-0 / AM WEBER&ASSOCIATES WRAP BACKSIDE OF ALL STONE IN GEOTEXTILE FABRIC(TYP.) / \ MIRAFI 1100N BY'TENCATE' /\/" \\/ /\/ \\/ /\/ PROJECT NAME. OREGON ROAD WRAP TRANSITION OF NATIVE SOIL SAND AND IMPORTED 1}S" STONE TFA / /\ /\/\ / MATTITUCK NY APPARENT HIGH WATER LINE L \ MIIRAFI 1100N BY ENCABTEIC(TMP) DATE: AUGUST 02,2022 ELL _ _ \ ,/\ \ / / x \ - / / \ E :+/-400 SCALE AS SHOWN BOTTOM OF BASE STONE EL:+/•q.00 UNDISTURBSHEET: PARCEL 7f2 DETAILS ED SUB-GRADE,TYP. AVE \25 W DRAGEi 14. \\\ w \ \\/ /\\ \\�/�\ a \\/ / / � / DRAWING %ARIES) \ L_V.5 \\ �� \�\ ( L 1 ROCK ARMOR AND BLUFF STABILIZATION(TYP.) section detail L8.5 SCALE:1/2'=1'-0' 72'COIR lAG DIA SIZE(TVP.) -48"HT.WOOD STAKES.FRONT&BACK A 4'O.C.(TYP.. COIR LOG ROW SPACING IS W O.C.(TYP.)TOP DOWN, 5'O.C.LATERALLY UP BLUFF FACE -REVIEW ANY SPECIAL CONDITION OF ALTERED SPACING W/LA AND ENGINEER FOR APPROVAL -IDEALLY,WOOD STAKES WOULD REACH DEPTH OF EXISTING,UNDISTURBED SOILS BY MIN.24"DEPTH JUTE MATTING TO EXTEND BETWEEN COIR LOGS AND OVERLAP ONTO STAKES. PROJECT DATA: -17'METAL U-STAKES TO BE USED AT 17'O.C.(TYP.) 11-0"TYP. -ADD 48"HT.WOOD STAKES AT JUTE MATTING WHERE EXISTING CONDITIONS BASED ON NECESSARY DUE TO FILL PLACEMENT ALLOCATION SURVEY DATA FROM: -IDEALLY,WOOD STAKES WOULD REACH DEPTH OF EXISTING,UNDISTURBED SOILS BY MIN.24"DEPTH AJC LAND SURVEYING PLLC n: LAND URVEYING AND PLANNING a SEE TECHNICAL REVEGETATION PLANTING PLAN - j 77S.COLEMAN NROAD720 FOR PLANT SPECIES,QUANTITIES,SIZES,AND LAYOUT,TVP. \ T.631-8469973 ' E:AJC246@OPTONUNE.NET CONTRACTOR TO COMPACT ALL j NEW MATERIAL @ BLUFF FACE BEFORE COIR LOG&JUTE MAT / I \\ FOR REVIEW&FILING ys INSTALL,TYP. NOT FOR CONSTRUCTION ��GgFq UNTREATED HARDWOOD MATERIAL FOR STAIRCASE \ CONSTRUCTION, Y \/ I ACQSTRINGERINGERBEYOND STAMP.' ALL CONNECTIONS TO BE MADE W/HOT DIPPED /\\ 4-0 \ \ GALVANIZED BOLTS&STAINLESS STEEL SCREWS,TYP. / ACQ POSTS/ANCHORS!STRUCTURE AS PER STRUCTURAL ENGINEER,TVP. -STRINGER WILL BE SET MIN.3'OVER \/ BLUFF FACE BELOW DANIEL HUME SCTM:1000-72-2-5 #14216 OREGON ROAD CUTCHOGUE,NY TOWN OF SOUTHOLD SUFFOLK COUNTY 1 WOOD ACCESS STAIRS P. -section detail 2 BLUFF STABILIZATION TYP. -section detail LB.2 SCALE 1-1/2'-1'-0' LB.2 SCALE:3t4'=1`0' REVISIONS/RELEASE DATES. -01/12/20221 L2.1 FOR CONSULTANT REVIEW -01/24/20221 L2.2+L8.1 -01/29/20221 FULL SET FOR REVIEW -08/02/20221 PERMIT SET REVS. AM WEBER&ASSOCIATES PROJECT NAME OREGON ROAD MATTITUCK NY DATE: AUGUST 02,2022 SCALE.AS SHOWN SHEET: BLUFF STABILIZATION OTLS DRAWING: L-8.7 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 72 - 2 - 5 PROJECT NAME HUME BLUFF STABILIZATION PROJECT 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 246.7 LINEAR FEET OF ROCK REVETMENT(INCLUDES(2) 15-FOOT RETURNS)ALONG THE EXISTING TOE OF THE BL UFF AT NO MORE THAN 2.5 TONS PER LINEAR FOOT AND WITHIN THE PROPER TYBOUNDARIES. CONSTRUCT A NEW 4-FOOT WIDE STAIRCASE DOWN THE BLUFF,3-FOOT ABOVE GRADE TO REPLACE THE EXISTING DAMAGED STAIRCASE.BACKFILL THE ROCK WALL WITH 295 CU YDS OF CLEAN UPLAND FILL.PLACE 300 CU YDS OF CLEAN UPLAND FILL ON THE BLUFF FACE TO FILL IN GULLIES AND GRADE TO SUPPORT THE NEW COIR LOG TERRACING.PLANT THE BACKFILLED AREA AND BLUFF FACE WITH NATIVE GRASSES AND SHRUBS. Location of action:14216 OREGON RD CUTCHOGUE,ADJACENT TO LONG ISLAND SOUND Site acreage: 1.8 AC,&ES Present land use: RESIDENTIAL Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:DANIEL HUME (b) Mailing address: 14216 OREGON RD CUTCHOGUE NY 11935 (c) Telephone number: Area Code( )(917) 783-9538 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ® No❑ If yes,which state or federal agency?DEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. poster 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 LVVRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes 0 No ❑ Not Applicable Our proposal is to restore andprotect bluff from further erosion, by installing a rock revetment at the toe of the bluff, while terracing the bluff with coir logs and planting native grasses and shrubs to stabilize the bluff face. This is an attempt to maintain the property and to ensure continued access to the water. This proposal is reasonable and consistent with surrounding properties. 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 10 Not Applicable Our proposal will have no influence on the historic and archaeological resources of the Town of Southold. 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 Q Yes ❑ No ❑ Not Applicable Our proposal will restore the eroded bluff to recreate a more pleasant scenic view commonly seen within the Town of Southold. AllaUn UUMLIUM11 SHMS 11 DGGGSSQIy 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 1:1 No ❑ Not Applicable It is the intention of the property owner to stop further erosion of the bluff. Supporting the bluff toe with a rock revetment while terracing the bluffface will allow for regrading and replanting of the bluff and prevent the undermining of the bluff. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 0 Not Annlicable Our proposal will not influence the water quality or the water supply of the Town of Southold. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑No ❑✓ Not Applicable Our proposal will not have any influence on the ecosystems within the Town of Southold. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes []No© Not Applicable Our proposal will not have any effect on the air quality in the Town of Southold. 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. ❑ Yest] No 0 Not Applicable Our proposal does not involve solid waste and/or hazardous substances. 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. ❑ YesD No 0 Not Applicable This project site is a privately owned residential waterfront property.All work will take place landward of the spring high water. So our proposal will not have any influence on public access to the water. Attach additional sheets ifnecessary ( 4 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 The project location is a residential waterfront property. The property owners utilize this property to access the water so that they may engage in water-dependent activities such as swimming and fishing. If tlae bluff erosion is not stabilized, access to the water is reduced limiting the property owners ability to engage in these activities. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No © Not Applicable ` The proposed structure will be located landward of the high water mark. Therefore will be no influence on the living marine resources within Long Island Sound. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No© Not Applicable Our proposal will not influence agricultural lands in the Town of Southold. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No © Not Applicable Our proposal will have no influence on the use or development of energy or mineral resources. PREPARED BY Jane P. Costello TITLE Agent DATE 9112122 Costello Marine Contracting Corp. Office:(631)477-1199 Fax:(631)477-0005 PO Box 2124 • 423 5th Street, Greenport, NY 11944 COSTELLO MARINE CONTRACTING CORP. Office@CostelloMarine.com September 23,2022 Southold Town Trustees PO Box 1179 E Q E Southold,NY 11971 RE: Daniel Hume SEP 2 3 2022 14216 Oregon Rd Cutchogue,NY 11935 SCTM#1000-72-2-5 Southold Town Board of Trustees Dear Trustees: Enclosed you will find a full application regarding the above-referenced property. We are proposing to install 246.7 linear feet of rock revetment(includes(2) 15-foot returns) along the existing toe of the bluff at no more than 2.5 tons per linear foot and within the property boundaries. Construct a new 4-foot-wide staircase down the bluff, 3-foot above grade to replace the existing damaged staircase. Backfill the rock wall with 295 CU YDS of clean.up land fill, Place 300 CU YDS of clean up land fill on the bluff face to fill in gullies and grade to support the new coir log terracing. Plant the backfilled areas and bluff face with native grasses and shrubs. Enclosed you will find the following items for your review: • Southold Town Wetlands &Coastal Erosion Applications (4 copies) • SEAF (4 copies) • UAW (4 copies) • Project Plans (4 copies) • Site Photographs (4 copies) • Property Survey(4 copies) • DEC Permit# 1-4738-03767/00003 Issued 9/7/22 Expires 9/6/2032 (4 copies) • DEC Stamped Plans (4 copies) • Regression Analysis • Regression Measurements • Check# 126 in the amount of$500.00 If additional information is needed to process this application,please do not hesitate to contact me. Sincerely, aroline Burghardt Permit Assistant JOHN A.COSTELLO, President enclosures JACK F.COSTELLO, Vice President JANE P.COSTELLO,Secretary