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HomeMy WebLinkAbout1000-72.-2-2.3 OF S®UT OFFICE LOCATION: ®� ®� MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 J d Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cep �o ®c Telephone: 631 765-1938 Southold, NY 11971 COUNTi i LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees - From: Mark Terry, AICP LWRP Coordinator Date: April 15, 2024 Re: LWRP Coastal Consistency Review for OF OREGON 2021, LLC, c/o CLIFF'OLSON SCTM# 1000-72-2-2.3 Costello Marine Contracting Corp. on behalf of OF OREGON 2021, LLC, c/o CLIFF OLSON requests a Wetland Permit and a Coastal Erosion Permit to rehabilitate existing±148' rock revetment by resetting existing dispersed rock, supplement with 0.5-2 ton rock as needed, not to exceed 2.5 tons per linear foot; add 25-50 pound chinking stone as needed; construct a 10' long western rock revetment return and a 10' long eastern rock revetment return; construct bluff staircase consisting of a 4'xl5' (60sq.ft.) platform at top of bluff leading to a 4'x3l' staircase onto a 4'x11' (44sq.ft.) platform to a 4'x30' staircase onto a 4'xl 1' (44sq.ft.) platform to a 4'x28'.staircase onto a 4'xl5' (60sq.ft.) platform to a 4'xl3'staircase to beach; install terracing and revegetate disturbed area around staircase. Located: 14349 Oregon Road, Cutchogue. SCTM# 1000- 72-2-2.3 The proposed action has been reviewed to Chapter 268,'Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with LWRP Policy 6 and, therefore, CONSISTENT with the LWRP provided that it is determined that the revegetation plan is compliant with Planning Board conditions. 1. This property was subdivided as a part of Baxter Sound Estates. A C&R filed as Liber D00012214 Page 376 applies. Clause 4 in the C&R requires a revegetation plan for the bluff. 4. That no application for a building permit for a single-family residence on Lot 1 of Lot 2 shall be issued unless such application includes provision for,the installation of bluff stabilization landscaping on the bluff slope of said lot in'accordance with Bluff Planting Plan prepared by Samuels and Steelman, dated July 17, 2002, or as otherwise amended by the Planning Board if requested by the owner of the Lot, and until the Planning Board approves a schedule for planting,- and implementation of the Bluff Planting Plan coordinated with construction on the lot,No Certificate of Occupancy shall be issued for such residence until the completion of such planting together with such measures as the Planning Board may require to ensure the establishment and maintenance of the plant material. The applicant proposes to plant the disturbed areas of the bluff with Cape American Beach grass. The vegetation on the bluff should also be evaluated for erosion control. It is recommended that the Board require that the planting plan be submitted and approved by the Town of Southold Planning Board. In addition, it is recommended that the survival of planted vegetation is maintained at ninety percent for a period of three years. 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 Enc. Town of Southold RECEIVE LWRP CONSISTENCY ASSESSMENT_ FORM APR 0 9 2024 Southold Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A .proposed action will be evaluated as to its 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 su and non- supporting facts. If an action cannot be certified as consistent ZTown licy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: onlinouthold's website (southoldtown.northfork.net), the Board of Trustees O Department, all local libraries and the Town Clerk's office. s B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 72 -2 -2.3 PROJECT NAME Of Oregon 2021, LLC. Bluff Staircase & Rehabilitation of Rock Revetment 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: (Refer to attachment) Location of action: 14349 Oregon Road, Cutchogue, NY 11935 Site acreage: 1.41 acres Present land use: Residential Present zoning classification: R-80 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: Oregon 2021, LLC c/o Cliff Olson, Managing Member (b) Mailing address: 12025 Wood Ranch Road, Granada Hills, CA 91344 (c) Telephone number: (917) 750-1496 _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes Z 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. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LVVRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes [:] No Z Not Applicable Our proposal is to rehabilitate an existing structure. There will be no outward expansion. The proposal will not have any effect on.the community character, open space, or use of infrastructure. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0 No Z Not Applicable Our.proposal will have no influence on the historic and archaeological resources of the Town of South-old - - - Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No❑✓ Not Applicable Our proposal is in-kind, in-place rehabilitation of an existingstructure. The visual quality and scenic resources wi not a negatively impacted. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria 21 Yes ❑ No❑ Not Applicable The existing rock revetment has dispersed. Our proposal should be considered general maintenance of the revetment. 7 - - Attach additionaf 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 ONot Applicable 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 HI-Policies; Pages_22 through 32 for evaluation criteria. ❑ Yes ❑No ❑� Not Applicable During construction, Best Management Practices will be used to protect the waterway from construction debris. Our proposal will not have any influence on the restoration or protection of the ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWMP 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. ❑Yes ❑ 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. ❑ YeLl No❑✓ Not Applicable Our proposal is in-kind, in-place reconstruction of an existing structure, there will be no outward, seaward expansion. There will be,no change in public access to or recreational use of coastal waters, public lands, or public resources. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable This waterfront prope[W allows the moer to Pn=e`On wat_=d_pendent activities The existing structure has dispersed and-the property owner wants to p pe�v maintain this sk-u-ci are so it will remain functional for continued use. 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 0 Not Applicable The recontruction of the existing revetment will not influence the:living marine resources in the Long IslandSound Peconic Estuary, or Town waters. Work will be performed landward of the high water line Once construction is complete the area will not change sustainable use of marine resources. 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 0 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 Fv—,] Not Applicable Our proposal will have no influence on the use-or development-of energy or mineral resources. _ PREPARED BY Robert Lehmann TITLE Permitting Assistant DATE 2/28/24 for Costello Marine Contracting Corp. Attachment Project Description Of Oregon 2021, LLC. Bluff Staircase & Rehabilitation of Rock Revetment Rehabilitate existing+/-148' rock revetment by resetting existing dispersed rock, supplement with 0.5 -2 ton rock as needed, not to exceed 2.5 tons per linear foot. Add 25-501b. chinking stone as needed. Construct a 10'western rock revetment return with a 10' eastern rock revetment return. Construct bluff staircase consisting of 4'x15'(60sgft) platform at top of bluff leading to a 4'x31' staircase onto a 4'x11'(44 sqft) platform to a 4'x30' staircase onto a 4'x11'(44sgft) platform to a 4'x28' staircase onto a 4'x15'(60sgft) platform to a 4'x13' staircase to beach. Install terracing and revegetate disturbed area around staircase. COASTAL EROSION HAZARD LINE TAKEN FROM COASTAL EROSION HAZARD AREA MAP PHOTO No. 58-549-83 SHEET 5 OF 49 Lu a �\ Y J / / // / \�' \'\\ \• \ \'-i\ I S47006'40"E A, �° �// 501.30' ---7`7 \ \ _-� S51023'30"W //, S31032'00"W 16.83' GRAVEL DRIVEWAY ——————-66' GRAVEL,, I Q /// /% //.•/ ,i /. / i,/ //• /�------ J 0z DRIVEWAY / (�v / / % i•�a' o////o/// o i/! o/;", o/ /. o , / /./, /�c i �� W/ ! cn LL LL � w WALKLu Il/` l/' __----74'-- A l� 70' I I APPROX.LOCATION j 66' / 11 ADJACENT HOUSE / W o --------� I / c L------------- ' �t Q z v Z e S 51°44'3 0"W 20.00, N47°06'40"W 10.12' S51°44'30"W 0.24 '40"W 2 ' NOTE: 10.12' 0.24 INFORMATION IN THIS SITE MAP WAS REFLECTED FROM JOSHUA R. WICKS P.L.S. S47°06'40"E DATED JANUARY 28, 2022 10.12' / ELEVATIONS ARE REFERENCED TO NAVD 1988 n E C ' N G UJD MAR — ' 2024 APPLICANT:OF OREGON 2021 LLC SITE MAP ADDRESS:12025 WOOD RANCH ROAD PREPARED BY: KS REVISED BY: KS 0 40' Southold7own GRANADA HILLS, CA 91344 ._COSTELLO MARINE CONTRACTING CORP. Board of Trustees JOB SITE:14349 OREGON RQAP P.O. BOX 2124, GREENPORT, N.Y. 11944 1"=40' CUTCHOGUE, NY-'11935 (631)477-1199 SCTM#:1000-72-2-213(SHEET 4 OF 11) DATE:12/06/23,,:08/01/23 Rac -7f• :� "ut: 1,-i %1`�•^ /.• ` BEIXEDON \\ p5 _�-, ) WES MOREL'ANDylJ PRQJE.CT LQCATION }Yf ` PEGONIQ' I � t>,;f_ 's 1 s•� 03,-- �o aY.view ROc'r'�• f '.�`� Opp 11'�Xt�Ql' Oi � �J c �\'� •/cam f �gUGHING . V�,• r/)J .WATERS EAST; 46A' , '= ".� CUTCHOGUE '�„4 \�\ ���,C! / � -�� \� ..�. J'�� ,I ',gym.. 11�i,.�•�1\.-Y \t � . •visa, �f`\t Jf J� <?s^�:� "'�`?t Cvq'YR"• N, •'� WATERVIL'`LE .�11CUTC+HOGU\El" `�`%(+'� 1;SHOR >\ I .�\ o '+; \J/ �a ACRES r''7i �' f..:,, hi.. �•�\� 1N� N E W d1 �(' SUFF,OLK +. J1VI o N %S�� (.tl�� \ a.R ✓f" ��,..�1:��_. �- .4 C,�En o .'I�1 i' E%��`(f.A\���\ t� IAffCKTITU �i ��•,JI,`NewSuftolk`A'va ���U n�a!, -(t, ��-�1 -p (l� 5=�nir' (+�r;,a �- �.-r r y \ ` ck'Par tr\ \l' •.� . DistnCtJd9 Ch .-4,� I .,.�;L�~�-oJ,��t.' 14 ` \� ECEIVE MAR -- 1 M24 APPLICANT:OF OREGON 2021 LLC Southold Town ADDRESS:12025 WOOD RANCH ROAD PREPARED BY: KS REVISED BY: KS GRANADA HILLS, CA 91344 VICINITY of Rust JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. N410 2' 30" W720 30' 15" CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 SCTM#:1000-72-2-2.3 (631)477-1199 (SHEET I OF II) DATE:12/06/23, 08/01/23 . GI ECEIVE ADJACENT PROPERTY OWNERS MAR - 1 2024 Souftld GEANIE ARCIGA & THOMAS JUUL-HANSEN pardof Trusteet rust 50 WEST STREET, APT. 7A p QI NEW YORK, NY 10006 �p S� tiN�M (500 CASTLE HILL ROAD) \S�P (SCTM# 1000-72-1-1.10) PROJECT LOCATION ' GALLAGHER LIVING TRUST ' 383 LARCHMONT COURT 2 % cgsr`F 02 RIDGE, NY 11961 (14347 OREGON ROAD) (SCTM# 1000-72-2-1) O 0 KEVIN L. & ALEXANDRA R. O'MARA 160 E 83RD/ STREET O 03 NEW YORK, NY 10028 (14345 OREGON ROAD) (SCTM# 1000-72-2-2.2) OLSEN FAMILY 2020 TRUST 149 BREWSTER ROAD 04 MASSAPEQUA, NY 11758 (14995 OREGON ROAD) (SCTM# 1000-73-1-2.2) ROBERT D. & ANGELA R. D'ANNA P.O. Box 363 05 MASSAPEQUA, NY 11758 (14655 OREGON ROAD) (SCTM# 1000-84-1-1) APPLICANT:OF OREGON 2021 LLC ADDRESS:12025 WOOD RANCH ROAD GRANADA HILLS, CA 91344 PREPARED BY: KS REVISED BY: KS LOCATION MAP JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. N410 2' 30" W720 30' 15" CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 SCTM#:1000-72-2-2.3 (631)477-1199 (SHEET 2 OF 11) DATE:12/06/23, 08/01/23 PROPOSED • REHABILITATE EXISTING ±128' ROCK REVETMENT BY RESETTING EXISTING DISPERSED ROCK, SUPPLEMENT WITH 0.5-2 TON ROCK AS NEEDED, NOT TO EXCEED 2.5 TONS PER LINEAR FOOT. ADD 25-50 LB. CHINKING STONE AS NEEDED. • CONSTRUCT 10' WESTERN ROCK REVETMENT RETURN AND A 10' EASTERN ROCK REVETMENT RETURN. • CONSTRUCT BLUFF STAIRCASE CONSISTING OF A 4'xl5' PLATFORM AT TOP OF BLUFF LEADING TO A 4'x3l' STAIRCASE ONTO A 4'xll' PLATFORM TO A 4'x30' STAIRCASE ONTO A 4'xll' PLATFORM TO A 4'x28' STAIRCASE ONTO A 4'xl5' PLATFORM TO A 4'xl3' STAIRCASE TO BEACH. • INSTALL TERRACING AND REVEGETATE DISTURBED AREA AROUND STAIRCASE. E C E I V E MATERIALS: STRINGERS: 2'x12" MAR - 1 2024 TREADS: OPEN GRATE POSTS: 4"x4" HANDRAILS: 5/4""x6" & 5/4"x4„ Southold Town Board of Trustees ACCESS: APPLICANT:OF OREGON 2021 LLC BY LAND THROUGH APPLICANT'S PROPERTY & BY DUCK POND ROAD ENDING. ADDRESS:12025 WOOD RANCH ROAD GRANADA HILLS, CA 91344 PREPARED BY: KS REVISED BY: KS JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 SCTM#:1000-72-2-2.3 (631)477-1199 (SHEET 3 OF 11) DATE:12/06/23, 08/01/23 REHABILITATE EXISTING ROCK COASTAL EROSION HAZARD LINE TAKEN FROM COASTAL EROSION REVETMENT. CONSTRUCT 10' HAZARD AREA MAP PHOTO No. 58-549-83 SHEET 5 OF 49 WESTERN & EASTERN RETURNS 10' EAST RETURN SEE SHEET 90F9 FOR DETAILS o a W O Y J m O � e �Q / / / �`��\' \\','• \. ` �;`,\ a S47006'40"E ;Z 501.30' Fj 221 LLI �� ti 1, // ��/////// / /' '/'/ / // ' //; /�— /- J J H 0 LLI �' GRAVEL 0 � DRIVEWAY WALK 1 -------74'--- /l 1. - i 114'-4" / ' -------7 111 X////��,'/ / \ / //A// /// / /////i%///!// //i /// / //.:_/ ' ��------ 1v N47006'40"W o 530.16' 1710 ti ^o v `o ,o ���tin�^v 10' WEST RETURN 17 J I I / APPROX.LOCATION 'II ADJACENT HOUSE I 10 WIDE EQUIPMENT I i I L-- ACCESS ROUTE � L---- --- NOTE: DISTURBANCE TO z AREA OF DISTURBANCE (3' EITHER SIDE OF STAIRS) BLUFF I.E., NO HEAVY U -6 o MACHINERY WILL BE NOTE: USED ON BLUFF v ME INFORMATION IN THIS SITE PLAN WAS uj REFLECTED FROM JOSHUA R. WICKS P.L.S. DATED JANUARY 28, 2022 Q APPLICANT:OF OREGON 2021 LLC ELEVATIONS ARE REFERENCED TO NAVD 1988 ADDRESS:12025 WOOD RANCH ROAD SITE PLAN GRANADA HILLS, CA 91344 PREPARED BY: KS REVISED BY: KS 0 40' JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 1"=40' SCTM#:1000-72-2-2.3 (631)477-1199 (SHEET 5 OF 11) DATE:12/06/23, 08/01/23 -,TOP OF BLUFF ELEVATION 72' 4'xl5' PLATFORM MAR 203 7 0' - -70, -RISE-- Mn 203 60' 60' 50' -50' ..(2)4'_A[I7PLATF-QFZM W7 WT — 19`4 17'2" —ONE-STEP- @--7-.5'�R42`-T-- --60- 4'xl5' PLATFORM @ ELEV. 14'-8"± 40' - 3�R @,7 5f- 40' W/ BREAKAWAY ANGLED STAIRS LEADING DOWN TO BEACH 301- 30' S 18L=I 1-1-20 SHEET 80F9 FOR DETAILS _---- 20' 20'20'- -2-90-W7 10, — — — — — -10, . ...... 'BACKF I LL--&-PLANT-AMER I CAN-'--- 3J±AL2-2_,,� -:1 -BEAGH-GRASS-0 &.-& MID o.o-- -01 BOTTOM OF BLUFF 100'-7 112" ELEVATION +8' - REHABILITATE EXISTING ROCK REVETMENT. CONSTRUCT 10' WESTERN & EASTERN RETURNS SEE SHEET 9OF9 FOR DETAILS APPLICANT:OF OREGON 2021 LLC ADDRESS:12025 WOOD RANCH ROAD ELEVATION GRANADA HILLS, CA 91344 PREPARED BY: KS REVISED BY: KS 0 20' JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. "wni= CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 ill=20' SCTM#:1000-72-2-2.3 (630477-1199 (SHEET 6 OF 11) DATE:12/06/23, 08/01/23 4' %4"x6" HAND RAIL %4"x6" HAND RAIL 4"x4" POSTS %a"x6" TOP RAIL %4"x4" RAIL %4"x6" TOP RAIL rn OPEN GRATE TREADS %4"x4" RAIL 1 2"xl2" STRINGERS OPEN GRATE TREADS 2"xl2" STRINGERS iff 4"x4" POSTS DE VIEW FRONT VIEW I .rig VE MAR - 1 2024 Board of Trustees APPLICANT:OF OREGON 2021 LLC ADDRESS: WOOD RANCH ROAD STAIR DETAIL GRANADA HILLS, CA 91344 PREPARED BY: KS REVISED BY: KS 0 2' JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 1"=2' SCTM#:1000-72-2-2.3 (631)477-1199 (SHEET 7 OF 11) DATE:12/06/23, 08/01/23 REVEGETATE DISTURBED AREA WITH NATIVE PLANTINGS SUCH AS CAPE AMERICAN BEACH GRASS 12" COIR LOG DIA. SIZE (TYP.) 48" HT. WOOD STAKES, FRONT 8, BACK @ 4' O.C. (TYP.) WOOD STAKES TO REACH DEPTH OF MINIMUM 24" >-I r I _ JUTE MATTING TO EXTEND - BETWEEN COIR LOGS AND -i OVERLAP ONTO STAKES. - - 12" METAL U-STAKES TO BE USED AT 12" O.C. (TYP.) E ' V G I 6' M AR - 1 2024 I APPLICANT:OF OREGON 2021 LLC Board of Trustees TERRACING DETAIL ADDRESS: WOOD RANCH ROAD GRANADA HILLS, CA 91344 PREPARED BY: KS REVISED BY: KS p 2' JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 1"=2' SCTM#:1000-72-2-2.3 (631)477-1199 (SHEET 8 OF 11) DATE:12/06/23, 08/01/23 PLACE 12"0 COIR LOGS PLANT CAPE REHABILITATE EXISTING ROCK BETWEEN FILL AREA AMERICAN BEACH REVETMENT. SUPPLEMENT EXISTING 2.5 & GRASS 12" O.C. 3 TON ROCK WITH ROCKS RANGING FROM NOT TO EXCEED 0.5 TONS TO 2 TONS INTERLOCKED WITH EXISTING FOOTPRINT 25LB.-50LB. CHINKING STONES - NOT TO EXCEED 2.5 TONS PER LINEAR FOOT. Q -III BACK FILL WITH CLEAN III- SAND IF NECESSARY u I=I 11 (±75 CUBIC YARDS) o�Q' III_I BEACH - .� `_ I=I I FILTER CLOTH IIIll-- !� III�I _ I=I 7RD -0 ' E NOTE: BEDDING STONE (25-50 LB.) ROCK REVETMENT HEIGHT WILL BE A MAXIMUM OF 6-0". 7AR2024 Soutt.old Town BmrdofTrustees APPLICANT:OF OREGON 2021 LLC ROCK REVETMENT DETAIL ADDRESS: WOOD RANCH ROAD GRANADA HILLS, CA 91344 PREPARED BY: KS REVISED BY: KS 0 5' JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 1"=5' SCTM#:1000-72-2-2.3 (631)477-1199 (SHEET 9 OF 11) DATE:12/06/23, 08/01/23 EXISTING ROCK CALCULATIONS 3 TON 2.5 TON 54'DIA. 51"DIA. --j--- ------ ----- ---- I -0" -- ------ ----- ---- 0 5' 1"=5' APPROXIMATE TONNAGE / LINEAR FOOT - ROCK ARMORING • 3 TON ROCKS: 6,000 LBS = III LBS / INCH X 12 = 1,333 LB/LIN. FOOT . 54" 2.5 TON ROCKS: 5,000 LBS = 96 LBS / INCH X 12 = 1,176 LB/LIN. FOOT WEIGHT (LBS.) / LIN. FOOT: 1333 + 1176 2,509 2,509 LBS 1.2 TON/LIN. F00 2,000 EIVE 1 MAR 1 2024 M I 1 I Southold Town IlMdofTrustees APPLICANT:OF OREGON 2021 LLC ADDRESS:12025 WOOD RANCH ROAD GRANADA HILLS, CA 91344 PREPARED BY: KS REVISED BY: KS JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 SCTM#:1000-72-2-2.3 (631)477-1199 (SHEET 10 OF 11) DATE:12/06/23, 08/01/23 PROPOSED ROCK CALCULATIONS 3 TON 2.5 TON 2 TON 54"DIA. 51"DIA. 48"DIA. 1.5 TON 1 TON 42"DIA. 36"DIA. 200 LBS. 28"DIA. 200 Les. 25-50 LBS. -�- 18"DIA. 6"-12"DIA. —————— ————— —————— ———— ———— ——— — — I'-0" —————— ————— —————— ———— ———— ——— — — 0 5' 1"=5' APPROXIMATE TONNAGE / LINEAR FOOT - ROCK ARMORING • EXISTING 3 TON ROCKS: 6,000 LBS = III LBS / INCH X 12 = 1,333 LB/LIN. FOOT 54" • EXISTING 2.5 TON ROCKS: 5,000 LBS = 98 LBS / INCH X 12 = 1,176 LB/LIN. FOOT 51" • 2 TON ROCKS: 4,000 LBS = 83 LBS / INCH X 12 = 1,000 LB/LIN. FOOT 48" 1.5 TON ROCKS: 3,042„LBS = 71 LBS / INCH X 12 = 852 LB/LIN. FOOT • I TON ROCKS: 2,000 LBS = 55 LBS / INCH X 12 = 666 LB/LIN. FOOT 36" • 25-50 LB ROCKS: 50 LBS = 4 LBS / INCH X 12 = 48 LB/LIN. FOOT 12" WEIGHT (LBS.) / LIN. FOOT: 1000 TOTAL PROPOSED TONS PER LINEAR FOOT EXCLUDING 852 EXISTING ROCK: 666 2,566 LBS + 48 2,000 ` 1.3 TON/LIN. FOOT 2,566 '�" a p� G 1333 rs,� C 6 8 1 DO 1176 s 1000 TOTAL TONS PER LINEAR FOOT INCLUDING 852 EXISTING ROCK: �> — ZQ24 666 5,075 LBS 2.5 TON/LIN. FOOT + 48 2,000 5,075 Board es NOTE: RED TEXT INDICATED EXISTING ROCK. APPLICANT:OF OREGON 2021 LLC ADDRESS:12025 WOOD RANCH ROAD GRANADA HILLS, CA 91344 PREPARED BY: KS REVISED BY: KS JOB SITE:14349 OREGON ROAD COSTELLO MARINE CONTRACTING CORP. CUTCHOGUE, NY 11935 P.O. BOX 2124, GREENPORT, N.Y. 11944 SCTM#:1000-72-2-2.3 (631)1,•77-1199 (SHEET 11 of 11) DATE:12/06/23, 08/01/23 Client: Of Oregon 2021, LLC. c/o Cliff Olson Location: 14349 Oregon Road Cutchogue,NY 11935 Date: 7/23/23 Photo 1: Drone Photo of aerial view of project location. r Project Location PAt ' I TIP , r Photo 2: Drone Photo facing southeast of project location bluff and dispersed rock revetment. r ' Approximate location of platform ~ ADDroximate location of staircase ► was .. A. I Rock Revetment& Returns a Prepared by: Costello Marine Contracting Corp. 423 5th Street, PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631) 477-0005 Fax 1 Client: Of Oregon 2021, LLC. c/o Cliff Olson Location: 14349 Oregon Road Cutchogue,NY 11935 Date: 7/12/23 Photo 3: Drone photo facing east, showing dispersed rock revetment. N. n . � M Photo 4: Drone photo facing west, showing dispersed rock revetment. ` 7 Awl ." r x Prepared by: Costello Marine Contracting Corp. 423 5th Street, PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631)477.0005 Fax 2 Client: Of Oregon 2021, LLC. c/o Cliff Olson Location: 14349 Oregon Road Cutchogue,NY 11935 Date: 7/12/23 Photo 5: Drone photo ariel view of dispersed rock revetment. ram. .. ' +a- •;' oo 77 M ! High Water Wrack Line Photo 6: Drone photo facing southeast, showing bluff. :fir'- �� . .� M�a p .iE�r- .t .K �.. M_•�`•`r s,Z Prepared by: Costello Marine Contracting Corp. 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Fax Client: Of Oregon 2021, LLC. c/o Cliff Olson Location: 14349 Oregon Road Cutchogue,NY 11935 Date: 11/30/23 Photo 7: Photo of dispersed rock revetment facing East. Iwo- Photo 8: Photo of dispersed rock revetment facing South East. .Z. :, Y r "WSW § r J� y r V 6 1^ r J • , s 'tt Prepared by: Costello Marine Contracting Corp. 423 5th Street, PO Box 2124,Greenport,NY 11944 (631)477-1199 Phone (631)477-0005 Pax a Client: Of Oregon 2021, LLC. c/o Cliff Olson Location: 14349 Oregon Road Cutchogue,NY 11935 Date: 11/30/23 Photo 9: Photo of dispersed rock revetment facing West. I � �• 1 _ , a Photo 10: Photo of dispersed rock revetment facing South. h Jyr-yEr 0 � ff t.. Ada 'R A , Y+7-A 44, 7-7 .y•�' , Y .\A Prepared by: Costello Marine Contracting Corp. 423 5th Street, PO Box 2124, Greenport,NY 11944 (631)477-1199 Phone (631) 477-0005 Fax 5 x,m w-mm xcac N dap e -,5 w sFe sEc.xo+w �yp. ,s �Np / ,O ,u tc xwrcn uxE �p'F' 1M mil y� GTLF n LL RD i� Cm1 zt yc� ��G / IM FOR PI3tCEL ND' pr mmamxor. 3U �p 29 4 O � " p� " FaR PxRCEI xD xo tEE SEc xD srf acc.xo. ,y a4wm, a aumaw.a e�� � —�— r Rtl ," Nonce (1,RR16 " COUNTY OF SUFFOLK © e secrgR xo Real Property Tax Service Agency Y � R " c.wxrwMF.Rx.l�..xrtt.n r 72 O rrr a r`v�Nn"uu e...u. --r-- e��--�-- r r A ,ecrw 1�M A PROPERTY WP JOSHUA R. WICKS P . L. S . SURVEYED BY:J.R.W. DRAWN BY:D.T.O. JOB NO.:JRW22-oo43 S 47006'40" E 501.30 P.O. BOX 593 � � ' Center Moriches, N.Y. 11934 JoshuaRWicks@gmail.com Zc #831-405-8108 MAP J — ---�— +--- -- L—� ............. TAX 2.2 LO N��Sjoz� GRAPHIC SCALE 1 !. _� —_�- } -- — r--- --- -- --• STAKE 5 _— LINE _— oN: S 1023'30" W 1 2 3 ��` 2°sc !` o_ o m' 13.65' ! ` aEv. ELEV. , 68.65' 70.84 N v N^� SIN vJ • ` / ( :':' !! .. 70•............:.::::: 70�00'. 1i/ 51.0 S W 31032'00" 16.83. N 666.52 PIPE SvY ofo � 11.5 �� ,7.6 Lot 2 Map of Minor 5ubdivlsioo of Y ,4j �' J! 0 'h' �! nsr LO�i 2 g »8.8' ! ! ELEV. ! O K Baxter Sound Estates ) -� 74.6,' 2.5' �. Filed; March 12, 2003 -Map No, 10916 �� l�tiw /: !' !! EIEV. /SSTEAKE I-, b ! / 7126' / curCNOGu�, 1OWN Of 50U11�Obn 0 / .` r !! 1 SUFFObK COUNTY NSW YOf?K64.99' FIN — _�_ •Y ����— —_ —� _ __ PIPED 14 ELEV. Suffolk Cmntq fax Map No,: �, MAP' LINE w 63.31 o w 1000-0-72,00-02,00-002,005 N 47006 '40" W w ' 530.16 ' o PA1� 5XVMV 01/2812022 `✓ W o� 1 TAX LOT 1 oa LOT AREA /f S 51°44'30" W 61,576.35 S.F. MAP __20.00_ _ ,INE, Er 1.41 ACRE(S) N 47006'40" W. PIPEd E BE 10.12' N 47006 '40" W S 51044'30" W- � — 20.24 ' r' E 10.12' 01 �� S 47006'40" E — sE li MAR � 10.12' l SOut'TOId Town ��'``~ LA /1 T . !tATd of Trustees '• ��..� 1 V ! O O O g y O o Q f j r t SNAKE -_ __ __ __ __ __ __ __ __ __ w • tt ti FND. MAs. ` t C3 MON.' PILLAR i w l er -CODRAIN 1R.1 4 C13 ASPHALT DRVEWAY 4'POST R RAIL FE 0.6 FN r FND. MAS. ^ !t t ypN, PILLAR ((, r�, t "mil f t w N 47049 '00" W M ON. O } ————————— --- ASPHALT DRIVEWAY -- DI TAX LOT 2,2 a 4 S 4'POST RAILFE S 47°49 '00" E N 47049 '00" W 1, 128.08 ' INGRESS/EGRESS EASEMENT ---—--—--—-- m---- -----------------V—--—————————————————.--———— a —-. '�-- ---ASPHALT DRIVEWAY —®DRAIN DRAIN —MAIN---®..�.—®-------_"-----®—...,._,..----®--------- —,� 4'POST&RAIL FE Eti V S 47°49 '00" E 1, 148.36 ' ()F NEW R. GUARANTEED TO: GRAPHIC SCALE: 1 INCH = 40 FEET �? OF ORECON 2021 LLC 40 0 20 40 80 160 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLCNo 051p2� NSFp LAND CHECKED BY: (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A V10LATION OF SECTION 7209. SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE L i ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE: GOVERNMENTAL_AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAR (4) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR p'ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERFCTION OF FENCES, RETAINING WALLS, POOLS,PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (8) THIS SURVEY WAS PERFORMED WITH A TRIMBLE S8 ROBOTIC TOTAL STATION. (9) THE EXISTENCE OF RIGHT OF WAYS EA A AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED.