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HomeMy WebLinkAbout1000-83.-1-34.1 I' �� OFFICE LOCATION: OQF S�UlyOl MAILING ADDRESS: Town Hall Annex Q P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • �Q Telephone: 631 765-1938 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: February 11, 2021 Re: LWRP Coastal Consistency Review for NORTH FORK HAVEN, LLC SCTM# 1000-83-1-34.1 En-Consultants on behalf of'NORTH'FORK-HAVEN; LLC requests-'a5 Wetland Petmit and a Coastal Erosion Permit to construct along eroding toe of bluff approximately 140 linear feet of stone revetment (including 4 linear feet on easterly adjacent property to provide connection to existing neighboring revetment), with a 10 linear foot angled westerly return, consisting of approximately 3 to 5 ton stone placed over 50 to 100 pound core stone and filter cloth; restore bluff face with terrace retaining walls, approximately 432 cubic yards of sand re-nourishment (including approximately 334 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 98 cubic yards of clean sandy fill to be trucked in from an approved upland source), and native plantings; and to establish and perpetually maintain a 10' wide non-turf buffer along top of bluff, to be planted with native vegetation. Located: 8871 Oregon Road, Cutchogue. SCTM# 1000-83-1-34.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. This determination is based upon the severity of active erosion and the hardened shoreline to the east. Note that the armored bulkhead would help prevent erosion of the toe of the bluff in this location, however, since the neighboring property to the west does not have a protective structure; during storms, it would erode quicker than the subject parcel. Correspondingly, the construction of a bulkhead/rock revetment may begin to change the geomorphology of the beach. Beaches erode in front of large areas of hardened shorelines due to loss of sand supply from bluffs and deflection of wave energy. If approved, it is recommended that the action be limited to the minimum scale necessary and that adequate mitigation is provided and maintained to ensure that there is no adverse impact to adjacent property or to natural coastal processes and natural resources. 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: Damon Hagan, Assistant Town Attorney RECEIVED Town of Southold FEB , 2021 LWRP CONSISTENCY ASSESSMENT FORM Sout old Town A. INSTRUCTIONS Planning Board 1, All applicants for permits* including Town of Southold agencies, shall complete t Bsxu��J 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) 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# 83 - 1 _ 34.1 PROJECT NAME North Fork Haven,LLC § The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board rustees 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: Construct along eroding toe of bluff approximately 1401f of stone revetment(including 4 if on easterly adjacent property to provide connection to existing neighboring revetment),with a 10 if angled westerly return,consisting of approximately 3 to 5 ton stone placed over 50 to 100 lb core stone and filter cloth;restore bluff face with terrace retaining walls,approximately 432 cubic yards of sand renourishment(including approximately 334 cy of on-site material excavated from toe of bluff for revetment installation and approximately 98 cy of clean sandy fill to be trucked in from an approved upland source),and native plantings;and establish 10'wide non-turf buffer along top of bluff,to be planted with native vegetation,all as depicted and described on the engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated November 25,2020. Location of action: 8871 Oregon Road,Cutchogue Site acreage: 2.6 Present land use: Residential,one-family dwelling 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: North Fork Haven,LLC (b) Mailing address: c/o Michele R. Guthart,Manager 25 Spruce Drive,Roslyn,NY 11576 (c) Telephone number: Area Code 516-852-5465 (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? NYSDEC(Tidal wetlands) 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. F]Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria 0 Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes 1:1 No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. 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 ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable ` t r Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for NORTH FORK HAVEN,LLC 8871 OREGON ROAD CUTCHOGUE,NY SCTM#1000-83-1-34.1 The subject property is located along a developed stretch of Long Island Sound shoreline running parallel with Oregon Road, Cutchogue, that has been impacted by shoreline recession and increasing bluff erosion during the more frequent and increasingly severe storm events experienced during the past 20 years, including significant storm events within the last decade such as the Christmas 2010 Blizzard, Super Storm Sandy in October 2012, and four major nor'easter storm events which occurred during the course of a single month in March 2018. As a result, properties in this geologic cell have experienced accelerated and severe erosion of the vegetation and soils on their protective bluffs and the landward recession of those bluffs. In response, owners of the adjacent, developed upland properties have been forced to seek approvals for the construction and reconstruction of shoreline stabilization structures, including the rock revetment on the adjacent easterly property at 8869 Oregon Road Soundview Avenue (authorized in 2002 by NYSDEC Tidal Wetlands Permit 1-4738-02962/00001 and Southold Trustees Permit 5518); the rock revetment located approximately six-tenths of a mile to the east at 2050 Dignan's Road(authorized in 2013 and 2018 by NYSDEC Tidal Wetlands Permit 1- 4738-04257/00001 and Southold Trustees Permits 9254/9254C); and the rock revetment located approximately one mile to the east at 14345 Oregon(authorized in 2011 by NYSDEC Tidal Wetlands Permit 1-4738-02918/00003 and Southold Trustees Permits 7506/7506C). Severe bottom-up erosion of the subject bluff is evidenced by a landward receding bluff toe; a steepening bluff face; and the loss of substantial soil material and vegetation in expansive areas of the bluff face ranging from the bluff toe to the uppermost portion of the bluff face. Therefore, the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe and eroding portion of the face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and"soft" sand renourishment and revegetation of the bluff face. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the most severely, "washed out"portions of the bluff face can be stabilized with terrace walls and renourished with sandy fill material and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. And to additionally limit potential top-down erosion resulting from stormwater runoff, a 10' wide non-turf buffer is proposed adjacent to the bluff crest, which will be planted with native vegetation. Page 1 of 2 ,� Lr Pursuant to principles set forth by Section 275-11(B)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Consistent with Section 275-11(B)(1)(b), Sections 111-10 and 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face along the existing toe of bluff, an angled return will be constructed at the westerly end of the structure; and the easterly end of the structure will extend several feet onto the adjoining easterly property and be tied into the westerly end of the existing revetment on that property(see details above), all to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. Further pursuant to Sections 111-10 and 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature;'and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. Further consistent with Policy 4 of the LWRP, the hard structure is being proposed only where 1)non-structural, vegetative means alone will not be sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the recent pattern of severe erosion throughout this geologic cell; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4)the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5) vegetative restoration and enhancement is and will remain part of the long- term remediation plan design; and 6) there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize,restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 Consistent with Policy 6,the project seeks to restore and protect the quality and function of the the bluff ecosystem in a manner that does not adversely impact the adjacent beach or tidal waters,as further desribed in the attached narrative addressing Chapter 275, Chapter 111 and Local Waterfront Revitalization Program Policy No.4. 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 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 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. IK/l N Yes ❑ No Not Applicable The proposed structure will be installed along the existing toe of bluff and above high water associated with Long Island Sound and will not prevent or inhibit public access along the beach. 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 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 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. El Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13: Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management specialist DATE 12-20-2020 RoberkHannL E. 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SEE�S1 C N_ 09s-cm-0g 0O -010 00501-011A _ 09502-001, ------ -----LZ___� ME Nat --Z11N - ---�— E �p MATCH___------ --------- SEESEC NO,095 WZCH , SEE SLC.NO.095 OUTHOLD SECTION NO NOTICE COUNTY OF SUFFOLK © e Real Property Tax Sennce Agency Y a w eor 083 oNaF.vn-wnmxaFaa eeo-m.r wv.ntt.4xrnm, Om _ -A twmaer xo 1000 PROPERTY MAP 500111 LONG\5�N0 a N GOJR� • `��� ��' I' DEC ,2 x+72(3 SUBJECT \ , PREMISES \ .S,Ottthold Town \ o P02rd Of Trustees N 75 G I ^ `'. LOA7 '47'14„ \sSO /7�\/7� \� o ZO_ TIE LINE ALONG gpPAREW %Ii1GH D \�F Z +�_ — WATER MARK ON MARCH � 'po 3j. 2020 o 1 � `�.�"'----.•�__ 52.9�, 01, SPRING HIGH WATER MARK O --- --- _ � KEY MAP \ w SCALE 1"=1000' \ t2— --' �. '� TOE OF BLUFF 111g— —� *ppV c KS 32 —"--- -- To y _ --24 VINYLQ��_— L \ \\\ — —2e BULKHEAD —28 AA— 30 -77 —32 / _ / --——tea .�\ \`� 54_ -___ EX1,-,TM,5 WOOD STEPS PROPOSED STONE REVETMENT: REVETMENT INTERGONNEGTION: To BEACH GOMPAGTION NOTES: � ,, PROPOSED FILL, RE-VEGETATION AND 1150' LONG EIC (INCLUDING 10' RETURN AND PROPOSED REVETMENT WALL TO CONNECT EXI5TIN6 NBC - a REQUIREMENTS: TO EXISTING NEIGHBORING REVETMENT. REVETMENT 5TONE5 TO REMAIN �� I.WORK SHALL ONLY BE61N AFTER THE CONTRACTOR HAS BEEN 5HOWN THE PROPER TERRAG I NC SEQUENCE OF EVENTS NOTES: GONNEGTION TO NEIGHBORING REVETMENT). CONTRACTOR TO TIE REVETMENTS REPORTS STATING THAT ALL HAZARDOUS MATERIALS IF ANY HAVE BEEN I. NO RE-VEGETATION OR TERRACING INSTALLATION SHALL OGGUR UNTIL FOR BLUFF PROFILES SEE ELEVATIONS 'A' �a REMOVED FROM THE SITE USIN6 FEDERAL,STATE AND LOCALLY APPROVED O TOGETHER TO FORM AN UNINTERRUPTED 37 �� ALL CONSTRUCTION I5 COMPLETE. PROPOSED+- �� METHODS AND PROCEDURES FOR THE MATERIAL IN QUESTION. AND 'B' ON DWG No.2 REVETMENT FACE. REVETMENT ON + J EXI5TIN6 NE16HE3ORINe 2.ALL STRUCTURES,BOTH ABOVE AND BELOW GRADE ARE 5HOWN AS A GUIDE. 2. NO FILL SHALL BE TAKEN FROM THE SURROUNDING BEACH OR BLUFF `x: N, 0 REVETI 1E11T STONE5 EXI5TIN6 BEACH ACCESS STAIR: LOCATION OF SUBSIJRFAGE STRICTURES ARE ESTIMATED TO BE LOCATED A5 FACE. �(� NEIGHBORING PROPERTY To REMAIN 3. SEE PLANTING SCHEDULE,PLANTING DETAIL,TERRAGING SCHEDULE AND 0 AREA OF WORK 4 �, LCICAT5HOAK THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACYION OF THE SUBSURFACE STRIIGTURES SHOWN OR TH05E STRUGTURE5 NOT THE TIMBER TERRACE RETAINING WALL DETAIL,SEE DWG No.2. V� 0 LOCAT4. PROVIDE GLEAN SANDY FILL FROM AN UPLAND SOURCE(BEACH O COASTAL ER05ION HAZARD LINE AS SCALED SHORN. r1 SEE THIS SHEET FOR 'SECTION A' A / �Q a /14�'q I7.2 FROM COA5TAL ER05ION HAZARD AREA MAP 3.WORK SHALL BE PERFORMED BY THE CONTRAGTMS) AT THEIR OWN RISK AND GOMPATIBLE GRAIN SIZE) FOR THE PURP05E OF RESTORING BLUFF'S REVETMENT PROFILE, STABILIZATION 2 3_e / `/ 20 h PHOTO No.58-545-83 SHEET 4 OF 49 LIABILITY. ALL DAMAGE TO THE R16HT OF WAYS,SIDEWALKS,CURBING BOTH ON SURFACE ELEVATION TO NATURAL GRADE. U� METHODS AND DETAILS ' / 53' / _ a 16 TB 24.7 51 TE OR ADJACENT TO THE WORK AREA WILL BE REPAIRED OR REPLACED 5.6ULLIE5,LOW POINTS AND WASHED OUT AREAS WITHIN THE AREA OF SITE / a �v I8 2 X WD SOLELY AT THE GON112AGTORS EXPENSE. WORK SHALL BE FILLED AND GRADED TO THE LEVEL OF 114E ADJACENT LOCATION �g �j ) 2426253032q/,D ST 4.TO THE BEST OF THE EMINEER'5 KNOHLE06E,NO ENVIRONMENTAL HAZARPM, BLUFF FACE(THE NATURAL GRADE). -6 lN�s�C'5$ THAT COULD BE A66RAVATED BY THE WORK EXI5T5 ON TH15 SITE. 6.ANY EXISTING VEGETATION SHALL REMAIN IN PLACE. DELIBERATE CARE 40 PROPOSED RE-VEGETATION: /� +5-5 .'i: / 34 38 5.THE 6MTRAGTOR 15 ADVISED TO USE CAUTION HIEN EXCAVATING AND OR SHALL BE TAKEN NOT TO DISTURB ROOT BASE OF EXISTING PLANTS. 40 PROVIDE PLANTING5 PER PLANTING 5GHEDULE / ° '' ., ', / 4 4C'48 50 l�Dod S REMOVING SUI35URFACE STRUCTURE'S,PIPING,ETC,DUE TO THE LIMITED 1. ANY DEAD VEGETATION SHALL BE GUT 0 GRADE AND REMOVED FROM c'ST WITHIN AREA OF 'PROPOSED BLUFF RESTORATION' 43 :' / :/ / [qN 3 r AVAILABILITY of INFORMATION GONGERNIN6 511B5URFACE UTILITIES. BLUFF FACE. o� + a I! / 52 DINo .J 6.ADEQUATE FEZIN615 TO BE ERECTED AROUND THE AREA OF 1^b 5EE FILL, RE-VEGETATION AND TERRACING /+4.6 / / , 3 4 rr RK, O THE NOTE: LEAVE ROOTS INTACT BELOW GRADE. '� EX. VINYL CONTRACTOR PRIOR TO THE START OF WORK.THE GONTRAGTOR IS TO MAINTAIN e / FX. 32 O 8.ANY UPROOTED TREES ETC.SHALL BE REMOVED FROM BLUFF FACE. / °••••' '!' RETAINING /FTWD •Q2 r THE FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE ' SEQUENCE OF EVENTS NOTES,5EE DWG Not rE 4 Wq Cl.CONTRACTOR TO ATTEND TO DISTURBED,WASHED OUT AREAS WITH 0 / 8_0 ! WRLL ro L! UNTIL ALL WORK 15 COMPLETE. TE!/27.0 REMAIN TB 57` EXTRA CARE. WORK WITHIN DESIGNATED AREA OF WORK AND BEYOND 38/ 5.3 Oe :: .: ;J? / 54 56 F g 611IE+E 691 5 HILLE IBE CEASED AT ALL END OF THE D WHEN OPERATIONS ARE FOR THE PURPOSES OF OVERLAPPING TERRACING AND BLENDING FILL PROPOSED TERRAG I NG: / + e� PROVIDE TERRACING PER TERRA�GING SCHEDULE // �� '' ' r ra��TF bo CEAcED AND THE WORKERS HAVE LEFT THE SITE. INTO ESTABLISHED AREAS FOR A SMOOTH TRANSITION INTO NEWLY I I : ` .. ''" f��� 54.8 R��� FILLED AND PLANTED AREAS. L O G A T(O I�L MAP: 8. EXCAVATION PROCEDURES SHALL BE PERFORMED BY 111E GONIRAGTOR(5),IN WITHIN AREA OF PROPOSED BLUF=F RESTORATION, 0 �p + FX, oN ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL CODES AND REGULATIONS. 10. APPLY FILL FROM THE TOP OF BLUFF DOWNWARD. NOT TO SCALE ��0� ✓ + Sq �l N<l PROPANE SEWER POWER,WATER AND OTHER SERVICE II. TO APPLY FILL: SEE TIMBER TERRACE RETAINING WALL AND ,:::' , � / EXISTING NK FF q. GAS,ELECTRIC, r a. WORK HORIZONTALLY ACROSS BLUFF FADE,LIMIT THE WORK AREA TO PLANTING DETAIL, RE-VE6ETATION AND TERRACINGX. cE CONNEGTION5 SHALL BE DISCONNECTED,REMOVED,OR 5EALED IN CONFORMITY / VEGETATED E3LUFFj SEQUENCE OF EVENTS NOTES, SEE DWG No.2 5_41 / `. ,. :y','' .`.,:. � AREA TO FEIrIAIN WITH THE APPLICABLE RE(5ULATION5 OF THE PUBLIC UTILITY OR THE MUNICIPAL 3-4 FT OF VERTICAL SURFACE AREA AT A TIME.CONTRACTOR 5HALL UNDI5TUR:BED AGENCY HAVING JURISDICTION. APPLY FILL IN 12' LIFTS,TAMP BETWEEN LIFTS. NOTE: MAGHINERY AGGE55 FOR PROPOSED REVETMENT CONSTRUCTION AND + SUB GRADE 58.5 SQ'T+ �xlsTlNG 12. ONCE NATURAL GRADE 15 ACHIEVED WITHIN THE SMALL WORK AREA BLUFF RENOURI5HMENT/5TA84LIZATION 15 PROPOSED FROM DUCK POND �-4-0 .: ,':�.:I..�'�;•1.:.;.::•;�'•.� HED , PROPOSED .:: LINE of Ex15TIN6 6ENERAI_ PLANT PROPOSED VE6ETATION AND INSTALL TERRAGIN6 BEFORE ROAD (EXISTING BEAGH AGGE55 ROAD) - ;•, / G,5s5 4 I y MOVING DOWN TO THE NEXT VERTICAL SURFACE AREA. BLUFF ERODED BLUFF p I.IN ORDER FOR THE CONCRETE TO BE DURABLE,THE SUB GRADE MUST BE EH WOOD Ex. DRAIN 13.CONTINUE PROCEDURE UNTIL PROP05ED AREA OF WORK 15 COMPLETED. - ' RESTORATION .. K h CHIP PATI COVER TD A PROPERLY PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB BUFF RESTORATION AND STAB I I ZATION y + �l' ` X " '' TO REMAIN REMAIN 2 GRADE IN ACCORDANCE WITH THESE SPEGIFIGATIDNS,USING 114E J... L A5 �� +4_3 /`�' ' 5_3 ;.. ::.':". ' '.:..' y �' NECESSARY MEANS AND MATERIALS TO PROVIDE THE SPECIFIED PROPOSED BLUFF RE-NOURISHMENT, �f' a : ' ':::... '.>. : .:. y �k ��? / RESULTS. NOTHIN6 IN THE FOLLOWING SITUATIONS CAN BE FORE5EEN. BILL OF MATERIAL: CTI // 81 :: 63 THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE � RE-YEG STAT I ON, STABILIZATION, ,� / a ' ,� - - '•', •::: :�.:: % �,o,, ON 51TE FILL ACQUIRED FROM PROP. WORK '� O ►��` Z •.*: ./ > H' EXISTING G1.FENCE TRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF AND STONE REVETMENT r'..' y w BE REMOVED(WITHIN SPECIAL PROBLBd5,AND IN THE END,TO PROVIDE A SOUND SUB GRADE. QUANTITIES RESERVED FROM: �� � 0 /dQ- Q� ::•1 *RE-vEGW / u PROP.��R AREA) + 2.U51N6 SOIL TEST DATA EXCAVATION a B.O. BLUFF = 1334 GU.YD5 SITUA AT: AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO TOTAL ESTIMATED RESERVED ON SITE FILL = 1334 GU.YDS APPLIGANT/OWNER• . EXISTING THE CONTRACTOR IF PROVIDED,THE DATA WILL INCLUDE 8871 OREGON ROAD,GUTGHOGUE NORTH FORK HAVEN, LLG O�Qy �� / x`'�� WASHED OUT AREA TO BE RESTORED: 6 4 CLASSIFICATION OF THE 501L IN ACCORDANCE WITH THE UNIFIED 501L TOWN OF SOUTHOLD G/o: BRYAN RIGHIE �' , -'. CLA551FICAlION SYSTEM A5TM 02481. THE 516NIFICANCE OF SUFFOLK COUNTY NEW YORK w � a �y�RRAGE �' :•�:'• '� •:.. y RENOURISH BLUFF W/GLEAN SANDY FILL OF �� ( ) THE BLUFF AREA TO BE RE-NOURISHED ' 58.7+ COMPATIBLE GRAIN SIZE FROM AN APPROVED DATA WILL BE INTERPRETED BY THE ENGINEER. WITH APPROXIMATELY 1432 CU.YD5. OF GLEAN 5ANDY FILL S•G.T.M. No.: 1000-8-01-34.1 el �.2 � .6 / ••. /I. , A.SOILS DESIGNATED AS HIGHLY EXPANSIVE(GH,MH,AND OH)MAY USE. RESIDENTIAL kO� a 1`' fir ( ERRAGE, g UPLAND SOURCE. STABALIZE BLUFF BY WAY OF REQUIRE LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT TO RESTORE BLUFFS 5URFAGE ELEVATION. USE RESERVED 'i` / �/ �': '. TERRACING AND RE-VEGETATION. SEE BLUFF WITH SUITABLE SOILS. SUCH SPECIAL TREA1l�ENTS WILL BE FILL FOR INITIAL RE-NOURISHMENT. TOTAL DISTURBED AREA: % ' I . r. ` 9 PROFILES (DWG No.2) FOR REQUIREMENTS. SEE BILL 1 XIST. DETAILED IN THE SITE-SPECIFIC BID DOCUMENTS IF THE COST IS REQUIRED FILL: *432 GU.Y05. SITE AREA: 113pG2 SOFT. (2.5G6 ac) t6 bl SQ.FT. �� :::. k� INOPOUND TO BE INCLUDED IN THE GONTRAGTOR5 BASE BID. ON-SITE RESERVED FILL: 1334 GU.YDS. OF MATERIALS FOR AREAS AND FILL QUANTITIES :.i W RE EGW THiS DWG) �� POOL B.SOILS DESIGNATED AS HIGHLY ORGANIC(OH,OL,AND PT)MAY BAL. FILL REQUIRED tQ8 GU.YD5. SITE PLAN BASED ON ORIGINAL SURVEY BY: AREA OF PROPOSED BLUFF REQUIRE SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE / 2 .I ;�.:. . .I':: ., y PURCHASE FILL: ±120 G11.YD5 +'�/ NEED FOR AND THE EXTENT OF THIS TREATMENT WILL BE NATHAN TAFT GORWIN, LAND SURVEYOR 5TABILIZED, RE-NOURISHED / ,• ,./ W .%.,. / ALL PURCHASED FILL USED SEAWARD OF T.O. BLUFF MUST BE r l g / LIMIT OF PROP. r:. /.` r �^'"f: ;. �� DETAILED IN THE SITE-SPEGIFIG DOCUMENTS IF THE DOST IS TO GLEAN AND OF BEAGH COMPATIBLE GRAIN SIZE TO EXISTING 1586 MAIN ROAD AND RE-VEGETATED: U STABILIZATION PROPOSED r. .�. . ,. EX15T. BE INCLUDED IN THE CONTRACTORS BASE BID. JAME51PORT, NY 11441 154661 SOFT. b BLUFF HOT TUB G.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY SAND FOUND ON 51TE AND MUST BE PUR6HA5ED FROM AN SURVEYED: NOV. 11, 2008 f� / t'' �` THE ENGINEER OF ANY CONDITIONS REQUIRIN6 SPECIAL APPROVED UPLAND SITE. .. /.� RESTORATION� ':' LAST UPDATED: MARCH 31 2020 3_8+ :: •:•• f.. �.•' "•• ' / GONSIDERAETON NOT AXRE55ED IN THE SITE-5PEGIFIG BID ' ..�., . .}..- •.••f,:...:: ` �' PROPOSED 10 WI E BUFFER: � H53; j••. :'.:...:•'':"r DOCUMENTS. THE EXTRA COST OF UNANTICIPATED REMOVAL/ SURVEYOR NOTES: PROPOSED 10 L.F. RETURN: I1 / / ; .. ... .. ..: •,./... PROPOSED GRASS AREA (MIX OF AMMOPH LA 14 / REPLACEMENT WILL BE BASED ON THE UNIT G05T5 PROVIDED .: CONSTRUCTION REQUIREMENTS SIMILAR TO IC' I8 2�� ., '4: " c . BREVILIGULATA) BE H GRA55 2 GOL NS PER WITH THE BASE BID. THE GoST OF UNANTICIPATED LIME STONE QUANTITIES: I.ELEVATIONS ARE REFERENCED TO NG.V.D. 1924 DATUM a .•.`. PROPOSED STONE REVETMENT, FOR 24 ��. / j J:;:;. '; PLANTING HOLE 12' G MAX. WITH PANIGUM VIR6ATUM) STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE 3 TO 5 TON ARMOR 5TONE - f6SO TONS / 28 , O INFORMATION SEE ELEVATION ON DWG. No.2 32 3�8 42 � �� - (' SWITCH GRASS AT -0" O.G.,2 GAL. CONTAINER) � NE60TIATEO. 50-100 LBS GORE STONE = 1123 GU.YDS �., d- � O /6 PROP05ED WORK SUMMARY: 40 �O / / SUB GRADE PREPARATION NOTE: FILTER FABRIC A5 NEEDED Ll1 4" 54 516 I. THE CONTRACTOR SHALL REMOVE ALL SURPLUS FILL DEMOLITION RUBBLE IN5TALL PROPOSED STONE REVETMENT. FILL TERRACE AND RE-VEGETA W m 48 / 61.b r r PROPOSED LIMIT OF TEF.RAGING, 52 5b I - AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE AT THE CONCLUSION OF REVETMENT CONSTRUCTION. RESTORE AREAS OF LU dJ RE-NOURISHMENT AND RE-VEGETATION: 58 b0 hl.l +6 PROMPTLY HAULED FROM THE 51TE AND DISPOSED of IN ACGORDANGE PLANTING ON BLUFF FAGS: BLUFF FACE THAT ARE VAGANT OR DISTURBED DUE TO CONSTRUCTION AND X z WITH GOVERNING LAWS AND CODE5.THE COMTRAGTOR SHALL SHAPE THE PLANT BLUFF FAGE WITH NATIVE VEGETATION INCLUDING BUT CQ OVERLAP TERRACING,AND BLEND FILL INTO ESTABLISHED AREAS. 62 � WASHED OUT/ ERODED AREAS. O PROVIDE A SMOOTH TRANSITION FROM STABLE AREAS TO NEWLY / ELECTRIC SUB GRADE IN,C 1RDANGE WITH THE 6RADIN6 PLAN,TAKING INTO NOT LIMITED TO BEACH 6RA55 AND 5WITGH 6RA55(SEE (I f O ^7AGCOIINT THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF FILLED AREAS AND TH05E DISTURBED BY PROP05ED WORK. / X06, bi.6 b2.5 Eox THI5 ROUGH 6RADING SHALL BE WITHIN 1/2' H16H To r LOW. DURING THIS PLANTING SGH. FOR ADDITIONAL SHRUB PLANTINGS) N 60 0610? 62 CNS b�+ OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS. SUCH APPROXIMATE AREA = 14,833 SF NYSDEG PERMIT No. � O L m . lO� /V SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING T THE AMOUNT OF RE VEGETATION WILL BE LE55ENED BY Q_ kZ N�FF ' pF� �Nc• THE METHOD OF TREATMENT REQUIRED,IF ANY. THE AREA OCCUPIED BY ESTABLISHED,STABLE EXISTIN6 SCOPE OF WORK: O 66.3 GO!4 B 2.MAINTAINING DRY 51TE CONDITIONS: VEGETATION 70.1 2 DURING PREPARATION OF THE SUB GRADE AND UNTIL THE GONGRET 15 IN I. NO DEBRI5 SHALL CE PERMITTED TO FALL kAWARD OF AREA OF WORK OR T%.) PLACE,THE CONTRACTOR 514ALL PROMPTLY TAKE REASONABLE MEASURES ADJACENT PROPERTIES. W 62 , TO OBTAIN AND TO MAINTAIN A DRY SITE CONDITION.SUCH MEA5URE5 TERRAGING ON BLUFF FACE: 2.5EE FILL AND GOWACTION NOTES PRIOR TO ANY 517E WORK. SHALL INCLUDE PUMPING OF FREE SURFACE HATE3R,MINOR HAND AND/OR IS REQUIRED FOR THE PURP05E OF 5TABILIZIN6 DISTURBED 3.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXGAVATION. b4 MACHINE SHAPING TO FACILITATE WATER REMOVAL,AND OTHER 501L AND TO REDUCE ER05ION 4.ALL DEBRIS FOUND ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE START OF 66 OPERATIONS TO SPEED DRYING. APPROXIMATE AREA = 15,558 S.F. CONSTRUCTION �T A.REMOVE ITEM5 TAGGED FOR DEMOLITION. 3.NATIVE SOIL COMPACTION- B.REMOVE ALL UPROOTED DEAD VEGETATION.DEAD VE6ETATION SHALL BE GUT PARTIAL SITE PLAN - BLUFF RESTORATION COHESIVE AND GOHE5IONLE55 NATIVE 501E SHALL BE COMPACTED TO 9595 � W AND 100%OF THE OPTIMIM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT 10 WIDE NON-TURF BUFFER: AT GRADE,LEAVE ROOTS BELOW GRADE. h OF FILL. TO BE PLANTED WITH NATIVE VEGETATION ALONG THE G.HAUL DEBRIS AWAY TO APPROVED UPLAND SITE. 6 PROPOSED REVETMENT, BLUFF STABILIZATION AND RENOURISHMENT 5.CONSTRUCT PROPO5EID ARMOR STONE REVETMENT,X150 FT LONG,SEE ELEVATIONS'A' 4.FILL SELECTION AND COMPACTION: LANDWARD 510E OF TOP OF BLUFF AND 'B'ON DWG N0.2 ENGINEER, � THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE APPROXIMATE AREA = ±1,680 S.F. CONSTRUCT A5 FOLLOWS: ,A. EXCAVATED TO ACCOMMODATE PLACEMENT OF TOE,INTERMEDIATE,GAP STONES '' OF NIC(x;,, . w --- - --- .---- -5AND-65RAVEL MIX(15 TO 3%FINES(0.02 MM AND CBR> Iff) AND RIP RAP. (BOTTOM OF EXCAVATION = TEL.23) \ ' // 20 10 O 20 40 60 80 100 -GRAVELY SOIL(3 TO 6%FINES(0.02 MM AND GBR>8), Q �( T. e A / &RAF'HL 5GALE " = 20'-0" -SANDY SOILS(3 TO 6%FINES<0.02 MM AND GBR>8), B.INSTALL 10 - 13 RIP RAP(50-100 LB CORE STONE)LANDWARD OF TOE STONE, CID 18"IN DEPTH(MIN) AND UNDERLAIN WITH FILTER CLOTH-SEE ELEVATIONS'A'AND Q d 2 , e �o Fx hDs / -51LTY 6RAVELY SOILS(6 TO 1096 FINES(OD2 MM AND GBR>8), VON DWS N0.2. /Np -51LTY SANDY 501L5(b TO 15%FINE5(0A2 MM AND CBR>8), G. INSTALL(1)ROW OF ARMOR 5TONE(TOE STONE)ONE STONE DEEP AND ONE STONE /• / ��/ -CLAYEY GRAVEL SOILS(OVER 2096 FINES(OD2 MM AND GBR>5), HIGH,(16'BELOW GRADE) AS DEPICTED IN SECTION'B',DH5 No. m r ( W VLCCLAYEY SANDY 501E(OVER 2096 FINES<0.02 MM AND CBR>51, D. INSTALL(2) INTERMEDIATE ARMOR STONES _Z_ 50Px X Y°� EX.VINYL RFr " S37 THE CONTRACTOR 514ALL SPREAD AND COMPACT THE FILL MATERIAL IN b INCH RET.VIAL /c 3 LANDWARD OF TOE STONE,PLACE STONES ON // / JF�k G� 34() MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 95%OF THE OPTIMUM O 07 493 DENSITY. COMPACTION SHALL BE AGGOMPLISHED AT No LESS THAN OPTIMUM D ELEVATIONS'A'AND 8'ON DwWs Not P� E GORE STONE BEDDING AS DEPICTED IN ,O j To 'FM�N 0 N/0 F MOISTURE CONTENT UP TO 2%WETTER OPTIMUM DENSITY AND OPTIMUM FILE IN THE OFFICE OF THE CLERK OF U OFLSSO, /EXI5TIfI: ERTAN F 1 ENIGAY SUFFOLK COUNTY MAP OF BIRCH HILLS Ck p E. INSTALL ROW OF ARMOR STONE(GAP STONES)TWO Fx. M01511JRE GONII NT SIfALL BE A5 DETERMINED BY ASTM DI557. NO RUBBLE. O�> VEGETATED �r�4/N ON JULY IG,Igb"I A5 FILE No.4909 1�D STONE'S DEEP AND ONE STONE HIGH A5 DEPICTED L N TRASH.BOULDERS.OR OTHER DEBRIS WILL BE ALLOWED AS FILL MATERIAL IN R JEFFREY T. BUTLER P.E. FLUFF �XISTit� Ex, \ ��----- Cf 1 EX.ERODE �/� " �F P ANY U5AGE. ��) IN ELEVS 'A' # 'B'ON DWG N0 2 ' 1� �Pti BLUFF TO BE �i uNIL of EXIST. /. .� ;DROOP CHIP oiv ` / O F. THE ARMOR STONE WILL BE INSTALLED 501HAT THE E06E OF THE TOP LAYER OF STONE WILL SIT RE5TOREO � ERa»D ea UFi PAIN Tc �/ LANDWARD SHALL NOT ENCROACH BEYOND THE '1. ��`� ,/ •�i Y /f �N� REMAIN Ex.DRAOI � �` / �_� z LOT 12 ,� STR GF COVER b i O 6 �oF / E ; Sa,I ir1, [x,ti / w LOT (5 LANDWARD 14 THE BASE STONES BELOW IT. THE _ I oVvS37-3 N EXI5TING/PROP05ED BOTTOM OF BLUFF 4ELB.O). / ExlsT' 2 SjOc�A r THE STONES AND BANK WILL A6AIN 13E SHAPED, �f C ��4 B ,}� 1 1 - / c d L y IN 5 L OVtc FO.C FENC n 4o rr AND FILL-ED AS " EXIT Ex \ A h ASF EL SR�? 0 F DUCK POND ROAD STABI��ARMOR STO WALEEDED TO ENSURE A L. 0 llT ti a 2 f w �w P.G.RID f, EX.l JD' - R NAj r p :'� R� S3733' o cc 0 lL HAL �s FLIM \oF �lv4Y q C;p' EN 2 334 , 1.6RADE AREA IMMEDIATELY SURROUNDIN6 THE ARMOR }- O < �- kI �"''•'•. y F 7 ASSOCIATES,LLC EXIST. " E d FocK Fhyt : : . �4 S E S37 Z F V ! r, � S' o STONE. RESTORE SURFACE ELEVATION OF BEACH TO �+ Z (� ucRculdD u, , r + 1 8 52�D,r MATCH NEI64BORIN5 AREAS. �+ X Fx ERODED w}' / i Poo " ' 76 E ,�/ / / L ;? / E,.FIFE PIT 2�. 3 S42o 8.USE AN ESTIMATED X334 GU.Y05 OF GLEAN SANDY FILL P � O Q BLUFF TO IB ! T REMAItJ ^ 2920'E O (OBTAINED FROM EXCAVATION a B.O.BLUFF) AND F- / z " ° �� 2C0�3' s3�°22' 02 5UPPLIMENT W/1120 GUFT.OF GLEAN SANDY FILL O ��S 47y 4OZ E OBTAINED FROM AN APPROVED UPLAND 51TE FOR THE E-t W _ c>i O �S' PURPOSE OF RESTORING THE BLUFFS SURFACE z - 20 j a V o o E MANHOLEm :' ' ti�' RI�N O~ ELEVATION TO ITS NATURAL GRADE. ALL ERODED OR LU COVER ,32.02' O`L' 114), C7 6ULLIED AREAS SHALL BE RESTORED TO THE LEVEL W } v 1 AS EROSION HAZARD LIRE v OOF THE UT AREA SURROUNDING OUND N NATURAL EG RADE THE LEVEL �J Q I X AS SCIUEO FROM COASTAL fX Cy EX.ELEC. / a 24 ` EXI5TIN6 F-1 = v, EIz0510N kAZARD PFtEA MAP / 60 ApvIvNK ,� &�X / 3 ��Q i "�Q -EX.BRICK GRAVEL OVER WO/F O PHOTO No.58-545-83 59 4 OF 49N37-06,10\ \ ASPHALT GRIVEI TAY / NORTH FOPIL,HAVEN LLG DEPICT® IN ELEVATIONS 'A'AND VON DW6 No 2 - 57EP5 rT N37°06 F c°�c / / o k Q /• FX c Q. INSTALL TERRAGINS AND PLANT BLUFF FACE P62 DWG r10" PF B .LND55/ u' o, ° Wq/ ;% N6.1,SEE 'FILL,RE-VEGETATION AND TERRACING 4* w (q j 2 P.c SrEP� / EX.BRICK �� '% 5EQUENGE OF EVENTS NOTIES'FOR PROCEDURES AND a z O � FX P G. NALr :; REQUIREMENTS,DW6 NO2. z O N 1q d SLATE WALLS O Sas• :'. PIP �"'� LY LL� O O ' PLTF A/c w 10 / FOR OU R 5 EXI I145 ;:1 F--d Z 51 / SbtO GPS O ASPHAL SGOURT •;� LEGEND: W _V O N g Y / ✓ GENERAL NOTES O O www.di netn cli.com Of NSW YO M, ��� >' www.calo811.com W0� 8 �X_CHA/NLl I. GONTRAGTOR SHALL CHECK AND VERIFY ALL PROPERTY LINE O LCL.. N J MARIA 5ARA&ARVEY THOMP`ti N UdDERCR-FOUND N FEN Q CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK TIE LINE - - - - - - - - - - - - - - & LONG 15LANb (for other states) PROPANE 1ANO I: CE U AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF O VALVE N :f THESE PLANS AND MAKE WORK AGREE WITH SAME. EXISTING BUILDING p Z 800 212 4480 8 CHAINL 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE NOTED LAND LINES - - - - - FNcF UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL < RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. NOTED WATER LINE5 - - - O ,.,. By law,excavators and contractors working in the For safety reasons, homeowners are strongly P� Ro' 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION O five boroughs of New York City and Nassau and encouraged to call as well when planning any v ' EXISTS WHICH DISAGREES WITH THAT A5 INDICATED ON COASTAL ER05ION Suffolk Counties on Lon Island must contact a of digging on their property. Homeowners THESE PLANS,THE CONTRACTOR SHALL STOP WORK HAZARD LINE 9 IYp gg 9 p p y DigNet, 1-800-272-4480 or 811, at least 48 hours can contact us directly at 1-800-272-4480 or byEXI5TIN6 AND NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW 76 GRAVEL OVER EXISTING MAJOR CONTOUR PAGE : but no more than 10 working days(excluding calling 811,the national call before you dig �04' ASPHALT DRiIrE>^IAY 1Ni5 PROCEDURE, AND CONTINUE WITH THE WORK, HE I ( weekends and legal holidays)prior to beginning number. For excavation work completed on OVERALL SITE PLAN - EXISTING CONDITION SHALL A55UME ALL RESPONSIBILITY AND LIABILITY mss. EXI5TIN6 MINOR CONTOUR any mechanized digging or excavation work to personal property, it is the contractors ARISIN6 THEREFROM. f ensure underground lines are marked. responsibility--NOT the homeowner's--to contact w DEC 23 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE PROPOSED STONEI Excavators and contractors can also submit DigNet. Having utility lines marked prior to ry"IV -)0� or " AWAY AND BLEND INTO INTO EXISTING SLOPE. REVETMENT locate requests online,through ITIC. If you do not digging is free of charge. bil °n� - 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS currently use ITIC, please call 1-800-524-7603 ^D� Southold 42 20 0 40 80 120 lbo 200 SUPERSEDE SCALED DIMENSIONS. T7E ENGINEER HAS EXISTING SPOT ELEV. x6.0 TBR= TO BE REMOVst,�f EDof TrI! for more information. 3RAPHIG 5GALE I" = 40'-0" � NOT BEEN RETAINED FOR ON 51TE 1N5PECTION5 AND/OR - _..._ -- - UTILITY POLE �Q-) el = ELEVATION OBSERVATIONS OF THE GON5TRXTION. of 2 PROP05ED NEW SHRUB/ PRUNE I/8" OF LEAF AREA BUT PLANTING 56HEOULE BUSH PER PLANTING RETAIN NATURAL FORM PROP05ED 6RA55 AREA (MIX OF AMMOPHILA BREVILI6ULATA) BEACH 6RA55 www.dignetnycli.com SCHEDULE(SEE SHT 2), t 2-3 COLUMNS PER PLANTING HOLE 12" O.G MAX. WITH PANIGUM VIRGATUM) u u_ of NF''`'0J�R� CITY or MIN 31-01 O.G. SPRAY WITH WILT-PROOF PER SWITCH 6RASS AT 2'-0" O.G.,2 6AL. CONTAINER). I W-5 & 016I%ANP www.call8ll.com MF65 IN5TR1GTION5 IF FOLIAGE (for other states) IS PRESENT EXISTING VEGETATION SHALL USE SHRUBS WHERE NEEDED A5 CONDITIONS ALLOW: 800-212-4480 SII � PROP05ED NORTHERN BAYBERRY BUSH (MORELLA PEN5YLVANIGF) TO BE REMAIN IN PLACE, DELIBERATE ( o GROUND LINE TO BE SAME A5 PLANTED AT A MINIMUM 3 FOOT ON CENTER(3 GALLON GONTAINER�. CARE SHALL BE TAKEN NOT TO Q17 - _vumulu AT THE Nl1R5ERY AND OR PROPOSED BEACH R05E BUSH(ROSA VIR6INIANA) TO BE PLANTED AT EXISTIN ROOT BASE OF By law,excavators and contractors working in the For safety reasons, homeowners are strongly ESTABLISHED VEGETATION ORA MINIMUM 3 FOOT ON CENTER (3 GALLON CONTAINER). EXISTING PLANTINGS five boroughs of New York City and Nassau and encouraged to call as well when planning any AND OR PROPOSED BEACH PLUM BUSH (PRUNU5 MARITIMA) TO BE PLANTED ATSuffolk Counties on Long Island must contact type of digging on their property. Homeowners 18"MIN. FOR - MEAN5 OF STABILIZATION(PLANTED A MINIMUM 3 FOOT ON CENTER (3 6ALLON CONTAINER). EL 60.0' GRASSES AND/OR TERRACING) THI5 DWG)DigNet, 1-800-272-4480 or 811, at least 48 hours can contact us directly at 1-800-272-4480 or by PLANTS UP TO 4' I (SEE PLANTING DETAIL,but no more than 10 working days(excluding calling 811,the national call before you dig HIGH,20' MIN. FOR 1 � EL 5b.0' weekends and le al holida s rior to be innin number. For excavation work com leted on REMOVEBURLAP FROM TOP OFg Y )p 9 9 p PLANTS OVER 4'any mechanized digging or excavation work to personal property, it is the contractor's H1GFf 6 MIN ----- BALLu- EL 56.01ensure underground lines are marked. esponsibility--NOT the homeowner's--to contact p Excavators and contractors can also submit DigNet. Having utility lines marked prior to BACKFILL WITH TOP501L d PEAT� 0locate requests online,through ITIC. If you do not digging is free of charge. M055 3:1 RATIO BY VOLUME IN Q a EL 54.0'currently use ITIC, please call 1-800-524-7603 TYPICAL SHRUB LAYERS-WATER EACH LAYER UNTIL CLfor more information. SETTLED. DO NOT TAMPPLANTING DETAILb" FOR PLANTS UP TO 4' HIGH 8' EL 52.0'N.T.S. FOR PLANTS OVER 4'HIGH I EL 50.0' EL 50.0' GENERAL NOTES . EXISTINGI. CONTRACTOR SHALL GHEGK AND VERIFY ALL CONDITIONS TO THE 51TE PRIOR TO 5TARTINS OF WORK AND NOTE: ,¢o EL 48. f EL 48.0' 'I/HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK A6REE WITH SAME. L� V2STY FR. 2. IFINTHEGOVRSEOFCONSTRUCTIONACONDITIONEA5T5WHICHDISAGREESWITHTHATASINDICATEDON ALL PLANTED VEGETATION WILL REQUIRE ° EL 46. EL 46.0' H7ARA6N�THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER.SHOULD HE FAIL TO FOLLOW THIS PRO EDURE,AND CONTINUE WITH THE WORK,HE SHALL A55UME ALL RE5PON51BILITY ANDMONITORING OVER 3 GROWING SEASONS. `�'LIABILITY ARISING THEREFROM. S EXISTING 3. 6RADIN6 AROUND NEW GONSTRUGTIONSHALL SLOPE AWAY AND BLEND INTO INTO EXISTINGSLOPE. - EL 44.0' EL 44.0' ROOFED OVER DECK4. DO NOT 5GALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMEN510N5. THE ENGINEER HAS 1+ ISI/ PATIO BELOW NOT BEEN RETAINED FOR ON 51TE INSPECTIONS AND/OR OBSERVATIONS OF THE GON5TRUGTION. to IiQ EL 42.0' �tEL 42.0' InEXISTING BEAGH GRASS TO EL 40.0 EL 40.0' 'REMAIN UNDISTURBED (TYP) 6ULLIE5 SHALL BE FILLED AND GRADED TO THE LEVEL OF °EL 38.0' EL 35.0' ADJACENT BLUFF FACE. STABILIZE AND REINFORCE BY . a • FIN.FLEL. EXISTING VEGETATION SHALL TERRACING AND PLANTING W/APPROPRIATE NATIVE VEGETATION. EXISTING REMAIN IN PLACE, DELIBERATE EL 3b.0' EL 36.0' POURED CONCRETE °DARE SHALL BE TAKEN NOT TO ° AND SLATE WALLS. ° DISTURB ROOT BASE OF EL 34: EL 34.0' °EXISTING PLANTINGS. , EL ao.o' EL 80.0' EXISTING EL 32.0'VINYL RET. WALL TO REMAIN cn EL 150' EL 78.0'EL 30.0' EL 30.0' Q °N E�ST1N6 EL 76.0' .. ° ° EL 16.0' PROP05ED BEACH 6RA55 TO BE EL 280, PROPOSED TERRACING OVERLAP AND FILL BLEND EL 28.0' -_� � ON PLL �AB PLANTED AS INSTRUCTED IN INTO ESTABLISHED AREAS. PROVIDE A SMOOTH o I0 EL 14.0' __ EL 74.0' U PLANTING 5GH., THIS DW6 r' TRANSITION FROM STABLE AREAS TO NEWLY FILLED w o iEL 2b.0' AREAS AND TH05E D15TURBED BY PROPOSED WORK. EL 26.0' EL 12.0' EL 72.0'L TERRACING ® TOE OFBLUFF SHALL BE t10 MIN EL 24.0' TERRACING OTHER THAN AT TOE OF BLUFF SHALL BE EL 24.0' FROM REVETMENT STONES, EL 70.0'TIE LINE ALONG APPARENT INSTALL PER TERRACING SCHEDULE,SEE TIMBER° SEE 'TIMBER TERRACE � RRAGE RETAINING WALL AND PLANTING DETAIL' FOR a �HIGH WATER MARK n '�' RETAINING WALL AND EL 22.0' EL 22.0' EL 68.0' EL 68.0'ON MARCH 31, 2020 z O ~ PLANTING DETAIL' FOR "'-'._,ONSTRUGTION(THIS DWG) PROPOSEDSTONE REVETMENT CONSTRUCTION (THIS DWG) EL 20.0' PROPOSEDEL 66.0'u -' 3-5 TON ARMOR 5TONE UNDISTURBED :{ :.:. BEACH GRASS TO BE EL 66.01(4'm - 4.15'0 STONE,TYP) BQ SOIL EL 18.0' PLANTED AS INSTRUCTED IN PLANTING SGH.,THI5 DWG EL 64.0' EL 64.01Z PROPOSEDSTONE REVETMENT SHALL EXPOSEDSTONE SfbPE SLOPE WITHIN THE WASHED OUT- EL I6.0'� v: NOT ENCROACH ON EXISTING BEACH AREA ALONG BOTTOM OF BLUFF,SEE L b2._ EL b2.o'DWG No.l° RESTORE AND STABILIZE BY " Fi-i 2Q z EL 14.0' EL 60.0' �" �- O LU T.O. PROP05EDWAY OF FILLING GRADING TERRACING EL 60.0'QSTONE REVETMENT EL. 12' (+/-) AND PLANTING W/APPROPRIATE NATIVEFL 12.0' XIMATE ARBA EL 12.0' z m EL5 _: EL 58.0'EFFECTED: 3,022 SQ.FT.EL 10.0' APPROX. DIST. TOS.H.W. _ x±31' � '; EL 10.0' �� EL g y D www.di netn cli.comAPPROX. DIST. TO A.H.W.M. = t44' ,c�"4 :<;;. Q N of Nr �/'YOPK CIfY °rEL o' PROPOSED STONE EL 5.0' Qwww.call8ll.com EL 5 i V._4 S� • ' EL 54.0 (for other states) 0140' L.F. PLUSEL r,.o' EL b.0' EL 52.0'I - t10 L.F. RETURN) EL _ 800-272-4480 811 A.H.W.M. S.H.W. ® TEL. 4.4' 3 �, EX. d PROP. 8.0. BLUFF EL. ±8.0 u-z ; wQEL 4.0' ® ±EL. 3 8 `'. EL 4.0' u�B.O. ARMOR KEY STONE ® iEL. 3.3 �' = . 50.0' EL 500' ENGINEER: • EXISTING VEGETATION SHALL REMAIN �' •.•, . .•_ _ _ _ _EL 2.0' - - - - - - EL 2.0' ufive boroughs of New York City and Nassau andencouraged to call as well when planning any }.JIN PLACE, DELIBERATE CARE SHALL L 4 .o' EL 48.0' Suffolk Counties on Long Island must contact type of digging on their property. Homeowners T. OBE TAKEN NOT TO DISTURB ROOT v Q Di Net 1-800 272 4480 or 811 at least 48 hours - -BASE OF EXISTING PLANTINGS. g can contact us directly at 1 800 272-4480 or byEL 0.0' EL O.O' - L 46,0 EL 46.0' but no more than 10 working days (excluding calling 811,the national call before you dig APPROX. 12' (±I') • weekends and legal holidays)prior to beginning number. For excavation work completed on � tib �.PROPOSED 50-100 LB GORE STONE (10 TO 13 RIP RAP) PROP05ED TERRACING OVERLAP AND FILL �' " any mechanized digging or excavation work to personal property,it is the contractor's n � WTO BE PLACED ON AND AROUND FILTER FABRIC TO BLEND INTO ESTABLISHED AREAS. PROVIDE A L 4.e' ;'5l}OP4 WITHIN THE WASHED OUT AREA, EL 44.0' ensure underground lines are marked. responsibility--NOT the homeowner's--to contactPREVENT SCOURING. USE U.S. FABRICS,PM U5230 SMOOTH TRAN51TION FROM STABLE AREAS TO � : ; : Excavators and contractors can also submit DigNet. Having utility lines marked prior to::;SEE=DWG ND.I SHALL BE STABILIZEDlocate requests online,through ITIC. If you do not digging is free of charge.NEWLY FILLED AREAS AND TH05E DISTURBED " BY GRADING,TERRACING, FILLING AND EL 42.0' currently use ITIC, please call 1-800-524-7603BY PROP05ED WORK. PLANTING W/APPROPRIATE NATIVE G ESS\0for more information.EL 40 0' L VEGETATI ON. EL 40.0' PARTIAL ELEVATION 'A' - JEFFREY T. E3UTLER, P°E. BLUFF STABILIZATION AND RESTORATION PROFILE EL 38.0' Z EL 38.0'(SEAHARD OF TOP OF BLUFF) _ ..EL 36.01 EL 36.0' SCALE: 3/Ib" = 1'-0' PROPOSED SHRUBS TO BE PLANTED A5 ANWALTERNATE TO BEACH GRASS WHERE EL 34.0' :: '' :'.'.. :` EL 34.o' �"GONDITIONS ALLOW. SEE PLANTING SCHEDULE AND DETAIL,THI5 DWG EL 320' LU ZoEL 32 O' N _ zEL 30.0' EL 30.0' Z 0 �RE-VEGETATE DISTURBED AND LLJEL 28.0' EL 28.0' HEDU EBARE AREAS AT CONCLUSION -- TERRAGIN& SG L W T_ O z OOF REVETMENT CONSTRUCTION - :.: :• ' . , } 0 m C- EL 26.0' EL 260' TERRACE SLOPE AGGORDING TOSGH. BEL OW:BLUFF FACE LANDWARD OF PROPOSED STONE REVETMENT TERRACING OTHER THAN AT TOE OF BLUFF SLOPES OF 1:3 ' O Dx EL 24 O' SF},s,LL BE INSTALL PER TERRAGINS - EL 24 0' TERRAGIN6 TO BE INSTALLED1SHALL BE STABILIZED BY GRADING,TERRACING, FILLING w u_ ' •• • ' • •TIE LINE ALONG APPARENT AND PLANTING W/APPROPRIATE NATIVE VEGETATION. u- PROPOSED BEACH SCHEDULE,SEE 'TIMBER TERRAGE RETAINING AT 6O.G. SPACING -H16H WATER MARK rI .` , : :•:• ':"' LLwO AREA OF WORK APPROX.: 3,022 SQ.FT. L, m GRASS TO BE PLANTED EL 22.0' WALL AND PLANTING DETAIL' FOR EL 22.0' 3 (( EXISTING 5HRUB5, O ON MARCH 31, 2020 z O AS IN5TRJGTED IN CONSTRUCTION (THI5 DWG) TO REMAIN\ LLw PLANTING5GH., THI5 DWG EL 20.0' \ _SLOPES OF 1:2 SLOPES OF I:I OR GREATER �• �w PROPOSED STONE REVETMENT TERRACING TO BE INSTALLED TERRACING TO BE INSTALLED - EX15TING BLUFF FACE j�/ Z O a3 3-5 TON ARMOR STONE "' RESTORE SLOPE WITHIN THE WASHED OUT AREA ALONG' d BOTTOM OF BLUFF,SEE DW6 NO.i. RESTORE AND EL 1a.o' AT 3 O.G. SPACING AT I O.G. SPACING 1O iv 1L O Lf1--� Z W N(4 - 4 /5 STONE,TYP) �� STABILIZE BY WAY OF FILLING, GRADING, TERRACING ''' 6ULLIE5 LANDWARD OF EX. STONE WALLAND PLANTING W/APPROPRIATE NATIVE VEGETATION EL Ib.O' SHALL BE FILLED AND GRADED TO THE L/� U_PROPOSED STONE REVETMENT SHALLt7 : : - 1 1 '; OILAPPROXIMATE AREA EFFECTED: 3,022 SQ.FT.ru m = NOT ENCROACH ON EXISTING BEACH EXPOSED `� -r,.;4a:. LEVEL OF ADJACENT BLUFF FACE,:; EL 14.0' REINFORCE BY TERRACINGAND2 E J ' PLANTING W/APPROPRIATE NATIVE O OAC w T.O. PROPOSED :.;TERRACING® TOE OF BLUFF SHALL BE ±10 O.G. MIN, Z W� STONE REVETMENT 0 EL. 12' (+/-) SEE 'TIMBER TERRACE RETAINING WALL AND -� ,ry =<; ;:• VEGETATION.` EL 12.0'EL I_.O' APP X H W = =±50' PLANTIN6 DETAIL' FOR CONSTRUCTION (THIS DWG) "'�` = .` PROPOSED BLUFF FACE z < RO DIST. TO5 a O EL 10.0' EL 10.01APPROX. DIST. TO A.H.W.M. _ ±58' t ;� zr ' + POSED BEACHPROPOSED STONE REVETMENT -150 L.F. EL P.0' h "' (t140' L.F. PLUS I - ±10 L.F. RETURN) EL 80' TERRACING: OBE PLANTEG�TRUGTED IN //ly, �, USE 2x2x4 LONG GGA TREATED STAKES W/ 2x6 :';c`=:5 _�.GGA PLANKS SECURED TO STAKES (MIN 6'-0' OG). '' ; :. N NG SGHEDUPAOE :EL b 0' `� PROP. 50-100 LB GORE STONE 10' TO 13' . :iROU?. INSTALL TERRACING PERPENDICULAR TO ~`� :-•�:RIP RAP) TO BE PLACED ON AND AROUND _A.H.WM. >�.: ELEVATION B DOWNWARD SLOPE. SECURE 2xb PLANKS TOSH.W. ® tEL. 4.4 FI TER FABRIC TO, PREVENT SCOURINGt5 L. ADJAG::ti . .:"�:���'�'' ENT ANK5 A O PL LNG HORIZONTALANE...i. .r "f: EL 4.0' PL.. •B'D:•ARM012••KI=Y•STON);•r� #EL.• .3USE U.S. FABRIC- - - - - - - - -„•- ` 5, PM 05230BL F. . '����° �o�� U F STABILIZATI.. . . . .. ��� 5 ON AND RESTORATION PROFILEEL 2.0' - - - - - - - .. :- . : : EL 20' _ TIM13ER TERRACE RETAININ0 IVADB.O. EXCAVATION = ±EL. 2.3 APPROX..12' 019 (FULL PROFILE TOP TO BOTTOM OF BLUFF)EL 0.0' z EC N EL 0.0' S'�' 3/16" = V-O" AND PLANTING DETAIL 5GALE: NONE DEC Z 3 202O iuwn + Board of Trustees I