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HomeMy WebLinkAbout1000-72.-2-3.2 OFFICE LOCATION: ®f S® �® MAILING ADDRESS: Town Hall Annex �� P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY 11971 ® Telephone: 631 765-1938 coum 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: January 17, 2023 Re: LWRP Coastal Consistency Review for HAWKINS BIOVENTURES, LLC, c/o DANIEL HUME SCTM# 1000-19-6-3r-2 Costello Marine Contracting Corp. on behalf of HAWKI NS.BIOVENTU RES, LLC, c/o DANIEL HUME requests a Wetland Permit and a Coastal Erosion Permit to install 187'10" linear feet of rock revetment along the existing toe of the bluff at no more_than 2.5 tons per linear foot and within the property boundaries; install two (2) 15-foot returns and backfill the rock wall with 245 cubic yards of clean upland fill; place 200 cubic yards of clean upland fill on the bluff face to fill rills and gullies to match existing grade; install coir log terracing and plant the backfill area and bluff face with native grasses and shrubs. Located: 14032 Oregon Road, Cutchogue. SCTM# 1000-72-2-3.2. 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 proposal is CONSISTENT with LWRP Policies and with the LWRP provided the following is known and considered: 1. The hardening of the toe with boulders will accelerate the erosion of the beach over time. 2. The action includes a vegetative restoration plan. The maintenance and survival rates of planted species should be included in any permit. Larger shrubs with deeper root structure should be included in the planting plan. _ 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 s- Town of Southold R Err LWRP CONSISTENCY ASSESSMENT FORM Is A. INSTRUCTIONS .lA N9 2uSoi;t �o - .-_1All applicants for permits* including Town of Southold agencies, all c® ` r proposed actions that are subject to the Town of Southold Waterfront Consistency 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 Revitalisation 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- supporlink 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 - 3 PROJECT NAME HAWKINS BIOVENTURES c/o DANIEL HUME BLUFF STABILIZATION 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 'on) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: INSTALL 187'10"LINEAR FEET OF ROCK REVETMENT ALONG THE EXISTING TOE OF THE BL UFF AT NO MORE THAN 2.5 TONS PER LINEAR FOOT AND WITHIN THE PR OPER TY BOUNDARIES.INSTALL(2) IS-FOOT RETURNS AND BACKFILL THE ROCK WALL WITH 245 CUBIC YARDS OF CLEAN UPLAND FILL. PLACE 200 CUBIC YARDS OF CLEAN UPLAND FILL ON THE BL UFF FACE TO FILL RILL AND GULLIES TO MATCH EXISTING GRADE.INSTALL COIR LOG TERRACING AND PLANT THE BACKFILL AREA AND BLUFF FACE WITH NATIVE GRASSES AND SHRUBS. Location of action:14216 OREGONRD CUTCHOGUE,ADJACENT TO LONG ISLAND SOUND Site acreage: 1.7 ACRF..4 Present land use: RESIDENTL4L 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. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes © No ❑ Not Applicable Our proposal is to restore and protect 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 © 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 ❑✓ Yes ❑ No ❑ Not Applicable Dur proposal will restore the eroded bluff to recreate a more pleasant scenic view commonly seen within the Town of Southold Anacn aaaiuoDM sncow it UPU085MY 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 EJ No El 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 bluff face 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 F] No ©Not Avvlicable 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 F�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 LVVRP 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 © 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 LVVRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeO No© 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 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 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 the 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 marts 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 SouthohL 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_Afent DATE 11/3/22 Costello Marine Contracting Corp. i Client: Hawkins Bioventures LLC Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 Project locationm V6 �J s , j ., --r"""---••�•�-,�-•-tea.._ - -- '�'->:�.-�=>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: Hawkins Bioventures LLC Location: 14216 Oregon Road, Cutchogue,NY 11935 Date: 9/21/2022 Dik AA �..tt • � 1�; �. +rt 4iP IL ° a� Construction of neighboring bulkhead extension underway. t- 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 Client: Hawkins Bioventures LLC Location: 14216 Oregon Road, Cutchogue,NY 11935 Date: 9/21/2022 Project location L } Neighboring property with rock revetment =a f" ; Neighboring bulkheaded property Y S } 4' b 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: Hawkins Bioventures LLC Location: 14216 Oregon Road, Cutchogue, NY 11935 Date: 9/21/2022 7V S � V J . y J 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 Client: Hawkins Bioventures LLC Location: 14216 Oregon Road, Cutchogue,NY 11935 Date: 9/21/2022 gii "7r - ,� ..+' Project location 7,1A. .� e v �. r .�' ����� ��� 4� "�� I,Ni. jM. ^\ �.�1 .fir k -t`J•� .ip� y { 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 5 ar-m oszta+ wataa ' T zaaa N N SEE SEC NO. V� IS 1.>A O —C.LINE TIF NiLL RO. 1.10 �j� 21Mc1 e ^ FOR MRCEL NO ,,GNG /►5M O2 z z 1 w i u SEE—�o\ / gip. as FO ap. 1. a / 1 M O Fpi—CEL NO / O Q SM m —R—NO. SEESEC NO R SEE SEC NO Oa4p1-001 R Oa9-0]-0053 LIN Eu�...•o. � —�— r•"' .. (l1) _ — u..�i..� --r-- e..u~. --.-- 1 NOTICE - I COUNTY OF SUFFOLK © E °1r'�" °L py1NOLp SECTION NO 6 _ R.... "° yJy ,j Reel Property Tax Service Agency r E_ .�-_ — o .. —_ Y r '' \I�1 � ..w C.rrMnRMlrwa.Nr1t101 ^ 7Z N r.rw r a .�-txtNe� r^ —__ uwu. --r-- o..�..--ww-- NL`YJ exr A tmcrxe 1M PROPERTr AMP SURVEY OF PROPERTY PARCEL 4 OF MAJOR CLUSTER SUBDIVISION MAP OF- OREGON LANDING I FILED:JULY 25, 2005-MAP NO. 1 1290 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 10 TAX MAP NO.:O 100-072.00-02.00-003.000 LOT AREA:81,037.38 S.F. (1.860 ACRES) f DATE SURVEYED:APRIL XX, 2021 SI ,� 10 NOTE:SUBJECT TO COVENANTS AND RESTRICTIONS SHOWN ON FILE MAP,OREGON LANDING 1,MAP No. 1 1290 ELEVATIONS REFER TO NAVD88 O \ �� •\ V 0 tJ \ \ \ \ .\ \•.\ o�warF 8SS2 1F \ ao�'o \ \ =pO2 •\ ITK Fn \ Z �\ ll� 0 0 \ b \ m: \ 0 0 \ -0 A,q So \ P-4 O \ Azo 60. \` \`\` \\` � \\� �� �� Ln qo \ X202 ,\ X20 40 o \\SO W A 60, A 0 O� ED v N m Co"T A<FROS�oN NF z 0 z rD- 0 O m m z c Rr y0 Dye 0 0 rri0 z z U) r 0 cm zA a O 0 N o m O N z ro�R�cyT W CO N � rF�p o z C N r ��`S v m 80 m •OSt -rl m °Rid Aqr v o�gNo V4 O z c O FFycF rF!�_ N � 41_ QN� tr Sir o rn tipA, q ��� z6 i��eFR TO 10 10 rR�ST F�F�<FR It rn� v 00 aZ G) m r r z A n m em x s0 J�' W z U Z 'rl -u —i M 61 ?I d x r D x M o O z ° � ; � N O ° ��c ITT O al o O s 00 � ^I m j z In 0) TJ 3 ° p 0 c0 a z U) ss r m > m to v FOO RF . m f 0 F pAV 9 F D, v m FMFM• o A x MON,- MON.FND O f ND. O X21 (501 wip P 0� B1-/C R/GyT�AD Q a 0 N O N ` O M a 7 V d TO O VI O J 0 40 80 X Feet SCALE: 1 INCH = 40 FEET W U Q a LEGAL NOTES I COPYRUNA UT ORIZEHT 9 AJCALTERATION LANDI SUR E'UNGADDITION PLLC ALL THIS S HTS RESERVED 3 2 UNAUTHORIZEO NEWY YORK STATE TO LA SURVEY MAP READING ALICENSED LAND SURVEYOR'S SEAL ISAVIOLATON OF SECTION 7209. SUBOIV ISION 2,OF NEW YORK STATE EDUCATION LAW 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK W AND OPINION (7 CERTIFICATIONS THIS BOUNDARY SURVEY MAP SIGNIFY THAMAP WAS PREPARED INACCORDANCETHE CURPFNT EXIST NGCODE OFPRACTICE O F A FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATIONTION OF PROFESSIONAL LANG SURVEYORS.INC THE CERTIFICATION IS-IMT LU TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE TITLE COMPANY.TO THE GOV ERNMENTAI_AGE NCY.AND T"O 1 HE LENDING INSTIT U IDN LISTED ONR..\ U THIS BOUNDARY SURVEY MAP \ F O 5TH CERTIFICATIONS HEREIN ARE NOTTLANST'IERABLE 6THE LOCATION OF UNDERGROUND IMPROVEMENTS "a^^ OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IFANY UNDERGROUNDIMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY ��o 'E• 0 7 THE OFFSETSTORDIMENSIONSI SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE �, —CONSTRUCT] ai Q ARENOTINTENDE ON TO GUIDE THE ERECTION OFFENCES.RETAINING WALLS.POOLTI S.PATIOS PLANTED AREAS.ADDmONSTO BUILDINGS,AND ANY OTiERTYPE �\ p� ' Of 8 ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSEDSEAL COPIES MAY CONTAIN "'m� Z UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETONS.ADDITIONS,AND CHANGES \„T;; aa\� O 9 PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED $g"� a, \\� TO ALL MEASUREMENTS REFER TO US SURVEYFOOTOf �` gilp 11-1 a `a . c ,.. a Y .:.. 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N' DETAILS AND SPECIFICATIONS PROJECT DATA: 'N EXISTING FENCE IN N\ N, NN NI 'N 'IN L2.6 (PARCEL NO 4)QUANTITIES: \,, \\\ \1' N\ PROPOSED FENCE N\ LENGTH OF STONE ARMOR=217-10"LF NN, NN, EXISTING CONDITIONS BASED ON N, N, 'N, VOLUME OF PROPOSED CLEAN FILL TO SURVEY DATA FROM: N, NNBE PLACED AT BULKHEAD =245 CU YDS \N, NN \N\ N\N BLUFF FILL(300 CU YDS MAX)TO BE USED TO AJC LAND SURVEYING PLLC \N, N' N, N, N, N, N,"N FILL RILLS AND GULLIES TO MATCH EXISTING LAND SURVEYING AND PLANNING N\ \l" \\ \,\ \'\ NN N, GRADE. NO CHANGE IN BLUFF GRADE WILL OCCUR. 77 S. 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N\ NN, FOR REVIEW & FILING EXISTING --------- BOTTOM BLUFF MARCH 2005 NOT FOR CONSTRUCTION BEACH w""mmvI _4 / / i�OD�/ ' SITE/STAGING //ANb/M/AA(3fi(NE/AdCE��lF 661 EXISTING MEAN HIGH WATER APRIL 21 STAMP: BEACH EXISTING BOTTOM BLUFF MARCH 2005 BEACH T R-0 + BW+1-7.50 + BW 7.50 + + PRINd-HIGH-VVATER­rA RI 021 NN, —BOTJOM 0E.BLUFZ -4, + + + + + PR 70fI GH- A 02 + + + OF -72-2-3 + P BIO VENTURES LLC + + + + + + 6 0 SCTM: 1000 + + [7:� + —d- + + + OREGON ROAD V + _-T + + + + 0 + + + + + 4 + + + 76- 11, + + + + + _T_ ZF-- ___+ - ___ + + 4 CUTCHOGUE, NY 02' - + + + 4:--- ___+ __ +_ _+_ + + + + + + + + + 117 Z TOWN OF SOUTHOLD + + + + SUFFOLK COUNTY + + + + + + + + + + + + + + + + 4- + -T-2 - } ----f- 4- + + ----4­_ __+_ + + + + + + + + + -1-_. + + + + 4� + + + ­45!-o,,bf_PRO�OSED,-kOC ARMO"ETURN + I— --- - -- 7 - - -1- -____ . --- — - 0 + AS DED 8PECqFIaATIE)NS-AND__D�E_TAILS --L- , — -----+ -4- _PLU + + + + + + 4-- I -I — + + + + + 4 PER + + + + + + �__ 2 _1�7'-10"]?F PROPOSEDIROCK_�RMO -I-- 4i_ + + + + + + + - + + T ---T- + + + + + + --AS PER-INCLUDED SPECIFICATIONS AND DETAILS + + + + + + + + + + + + + + T_ T— + + + + 4� _T_ 4-- +—+ - + + +,­4- + + + + + +—+ + + + 1 �- '-OF-h:M_—POtED R6CK ARMOR RE!TU RN_+ + AS PER INCLUDED SPECIFICATIONS AND DETAILS— + + + + + + + + + + + + + + + + + IMPORTED FILL TO BE UPLAND + + + SAND EQUAL TO OR LARGER GRAIN + ___+ __ + + + + + + + + + + + + + + + -}-+ + + + -4- �z -i + SIZE THAN EXISTING BEACH SAND 30 + -F' 4- + + + -4 + + AT EXISTING RILLS AND GULLIES-+ + 4: -+ + + + + + 4: + + + + + + 7 PROPOSED B I,U�FF STABILIZATION + + +_ + + + + - + J- + + --I- + + + + + + + + ­-AND-�EVEG&ATIM PLAIII�TINGS,_�*P_. 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COLEMAN ROAD CENTEREACH, NY 11720 1 S L A D T:631-846-9973 S O u KI ® � `' r \/\'\\' /�\j' \\\ /\`' //\e e\\\�\''\�\`'' 1%/ ���\///\/ \�� �'' �/ E:AJC246@OPTONLINE.NET \\\\�\ �\ �\ / /�'\ \ /\\f'/\ \ l\,/\ /e'er\ EXISTING BEACH -- - ---- -------• : FOR REVIEW & FILING PROPOSED TOP OF I \\ \ e �\ TOE ARMOR ROCK WALL - - - - - - - - - - - - - -- - - - - -I- - - - - - - -- - - ov �' ►,x�>i '/ ''j\ � \\\ `\ \�%a\D � ,,� \% NOT FOR CONSTRUCTION - ~ \ro m���- EL: 14.00 \o (�W- EXISTING TOE OF BLUFF BOTTOM OF TOE ARMOR - - - - - - -- - - - - - - - - - - - - L- - - - - - -- - ( - I'- I /\e/ STAMP: ROCK WALL) EL: +�_ APPARENT HIGH WATER LINE EL: +l-4.00 BOTTOM OF BASE STONE EL: +l-4.00 7 PROPOSED BLUFF OVERALL TYP. - section elevation detail L8.6B SCALE: 1"= 10'-0" BIO VENTURES LLC SCTM: 1000-72-2-3 OREGON ROAD 3 \\ i CUTCHOGUE, NY TOWN OF SOUTHOLD SUFFOLK COUNTY \ ' r \ / / e 12" COIR LOG DIA. SIZE P. SEE TECHNICAL REVEGETATION PLANTING PLAN \ ` ) FOR PLANT SPECIES, QUANTITIES, SIZES, AND � \ \�'\ r' ,/, -SEE PROVIDED SPECIFICATIONS LAYOUT, TYP. i �� \" \ - ON DETAIL 2, L8.2 y; \ \ \ \ LANDWARD LIMIT OF BACKFILL, TYP. CONTRACTOR TO COMPACT ALL NEW LIMIT OF LANDWARD BACKFILL WITH (295) CU YDS %�r � �' /\ e-\ /j'' /e/ \ er\ 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 1-1/2"TO 5"GRAVEL OR CRUSHED STONE FROM \ \ /., ' r� JUTE MATTING TYP. OFF-SITE QUARRY �, ,/o ' / \ \ % _ �� Y .r-- � � " \ �\ �rs \\ \� SEE PROVIDED SPECIFICATIONS -(176) TONS TOTAL �� \ / \ ` / (COMBINED TOTAL WITH TOE ARMOR ROCK /'� mer' �\ ON DETAIL 2, L8.2 NOT TO EXCEED 2.5 TONS PER LF) r _ .^�,, /� \er\, \ / \ \ / e/ RE-PLANT ALL DISTURBED AREAS ., f�l� \ WITH AMERICAN PROPOSED TOE ARMOR ROCK WALL, �� \J ; , \ ��j ''\ �\ /eeo BEACH GRASS AT 8"O.C. (TYP.) 2.0 TON STONES STACKED (4) HIGH, APPROX. - ` �l: 1 'r' �' ,•� \ •� /r\ \ \ /'' f \ / 1.46 TONS PER LF OF SHORELINE. I ` ! 1 •`,,' ij �' \ \ \ '' ` " \ ` \ r/' \ - �"�\ .;, �!., 1 ! ;•.,! � / � ei .\ j- �\ \ COIR LOG, STAKES, JUTE MATTING, AND TOTAL OF (317) 1 v ; •a �, % .- �; r \ \ /\ \ /'' / ( ) TONS IMPORTED SAND PLACEMENT AS PER -ANGULAR BOULDERS TO BE USED NOT ROUNDED ! ( ) �t >j�� .,^��;��- : • , e\ e/\ PROVIDED DETAIL AND SPECIFICATION PROPOSED TOP OF - ,. \ \ \ TOE ARMOR ROCK WALL -�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '�` \moi\ \ ''� ' ' .\ \ \ \ \ ' \ 'v,' /' /r/`�\ \ \ 3XT GEOGRID MIN. 3500$/FT EL: 14•.00 f~ /'' \ \ TENSILE STRENGTH (ULTIMATE), TYP. e'er W _ MIN.WALL �/ f�',� �,• 'e r - \ e/ / \\ e� \/i '' \ /\ W � BATTER \__ �. ,t__r _._� _� _ .: • .:. \ f/ / �\ f/ / \ / r r ui - a I;" •'__ / ��_ ;_�,�'?' �-- :• . . • ;:. .. \r \`\\\/i'/- �,r \�\ i //�f'/ .mi'''l� \ � ///-�-- \ \ e/ REVISIONS/RELEASE DATES: 01/12/2022 ( L2.1 FOR CONSULTANT 5 \, REVIEW f 1 -1:� ; -• \ \ r' e f �\ / /\ / \ \ \ -01/24/20221 L2.2+L8.1 l -01/29/20221 FULL SET FOR REVIEW BASE STONE SET AT OR ABOVE ,- `-� . • . � /� j /'� � �C�����;. .�;-- \ \ \. , / / \ \ / r \ -''e -08/02/2022 I PERMIT SET REVS. AHW LEVEL \ .%\ �-'' \ / /'�' \ / / \ --'/ / f '' f''' - --.�. t�/' ;, �/ ,,`��_ ,� i : • ; e-e/' \ \ / ,el// � e � � \\ j'/e. \ � w/' '�r 08/21/2022 1 PERMIT SET REVS, EXISTING TOE OF BLUFF (BOTTOM OF TOE ARA40R LINE OF EXISTING BLUFF FACE AND TOE OF BLUFF (TYP.) ROCK WALL = / AM WEBER & ASSOCIATES WRAP BACKSIDE OF ALL STONE IN GEOTEXTILE FABRIC(TYP.) h,IRAFI 11100N BY TENCATE \ \� /' \ \ // PROJECT NAME: ,.,_ „ %..- \-' \� \ 1 / /e. \ / OREGON ROAD WRAP TRANSITION OF NATIVE SOIL SAND AND IMPORTED 1 5 \ r \ STONE IN GEOTEXTILE FABRIC (TYP.) \ /' \ \, \\\\ MATTITUCK NY �- -/ - .-� er\ \\\/-'\ \\/'�'\�e�j�\\f// '\/�• \-'\r-r''r�\-��/-/e//ms\\/', R\F\I 1-1/e00\N�\\B\'Y TE/N\\CA\T/-EAPPARENT HIGH WATER LANE MI /\ \/e/\'\�/',�-'//\\\�:�J\.-'Q��\e fj'\/�//'/\ -\./.---�/\\� e/•''///\'/\ \ \ \ \ fe -,` DATE: AUGUST 21,2022 SCALE:A S SHOWN\EL: +!-4.00 BOTTOM OF BASE STONE EL. +1-4L00 BED SUB-GRADE TYP.�UUNDISTURSHEET: PARCEL#3DETAILS 25AV _ / 3-0 WIDTH 1'-4",\ W f e DRAWING:RAG /\ / \ Qom \ \ \ miff u"f 6-6"-6'-0" (VARIES) VilL • -0 6B fl,0v - 01 ('2 ROCK ARMOR AND BLUFF STABILIZATION TYP. - section detail Southold Town L8.6B SCALE: 1/2"= 1'-0° Board ofTNs'ces 12" COIR LOG DIA. SIZE (TYP.) -48" HT. WOOD STAKES, FRONT & BACK P_ 4' O.C. (TYP.) --- COIR LOG ROW SPACING IS 4'O.C. (TYP.)TOP DOWN, I 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.) -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 I LAND SURVEYING AND PLANNING SEE TECHNICAL REVEGETATION PLANTING PLAN1 ''' � = \ / 77 S. COLEMAN ROAD FOR PLANT SPECIES, QUANTITIES, SIZES,AND / / CENTEREACH, NY 11720 LAYOUT, TYP. // T:631-846-9973 E:AJC246@a OPTONLINE.NET CONTRACTOR TO COMPACT ALL / � NEW MATERIAL @ BLUFF FACE BEFORE COIR LOG &JUTE MAT FOR REVIEW FILING INSTALL, TYP. OTOCONSTRUCTION ,, STAMP: 4'_o" TYP �. of BIO VENTURES LLC SCTM: 1000-72-2-3 OREGON ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD SUFFOLK COUNTY 2 BLUFF STABILIZATION TYP. - section detail L8 7 SCALE:3/4"= V-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 -08/02/2022 1 PERMIT SET REVS. -08/21/20221 PERMIT SET REVS. AM WEBER &ASSOCIATES PROJECT NAME: OREGON ROAD MATTITUCK NY DATE: AUGUST 21,2022 SCALE:AS SHOWN SHEET: BLUFF STABILIZATION DTLS DRAWING: ID L • 7 Nov .- 0 rrr 5oithoid Town Board of Trustees