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HomeMy WebLinkAbout1000-79.-5-20.12 I I ! OFFICE'LOCATION: �� $Ul1ry0 MAILING ADDRESS: Town Hall Annex �� l0 P.O. Box 1179 54375 State Route 25 4 4 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 �p 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 10,'2022 Re: LWRP Coastal Consistency Review for PECONIC LAND TRUST SCTM#1000-79-5-20.12 Daniel Heston &Jacque line Wilson on behalf of PECONIQ LAND TRUST requests epairing a,Wetland in-place86 lne Permit to perform work at the Plock Shellfisher Pres ing fetet oft a bulkhead at tida3 agolonar feet of the bulkhead on the box jetty; repair in-place 42 linear inlet; replace damaged tie-backs on lagoon soipreplant usninsula ing native a vegetat and onl sink as per holes with lton site excavated soil, 30 cubic yards of erodedace plans; repair hatchery weir; replace 11 rotted piliwoodvert cal screen slots at weir;ngs with 8' timber piles and preplace ex siting all damaged corroded anchors; replace 3x3 wing wire fence with vinyl coated fence; maintenaCeeesutants 363 cubic yards of drereging at weir and hatcheryldgedbmaterial on3 cubic yards) to-4.7' mean low water and pla of disturbance is 9,192sq.ft. Located: 10273 North Bayview jetty peninsula; the total Phase 1 area Road, Southold. SCTM# 1000-79-5-20.12 -Review of the . The proposed action has been reviewed to Chap ter evitafzation Program (LWRP) Policy ront Consistency Town of Southold Town Code and the Local Standards. Based upon the information provided on the LWRP it is my recommendation that istency Assessment Form submitted to this department, as well a to records available to me, the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered 1. Turbidity controls are required. 2. See conditions in NYSDEC Permit Number 1-4738-00522100011 through 13. 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its si if�n icant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action•cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION R E C E N E SCTM# 1000 __ 79.5 _ 20.12 FEB 0 4 2022 PROJECT NAME Phase I - Restoration of Plock Shellfisher Preserve Soutnow Town anning Board 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: PECONIC LAND TRUST Plock Shellfish Project Description Located: 10273 North Bayview Rd. Ext., Southold. SCTM#79-5-20.2 The project description for the work that is being requested to be performed at Plock Shellfisher Preserve is as follows. Repair in-place, 386 linear feet of the bulkhead on the box jetty;repair in-place 42 linear feet of the bulkhead at tidal lagoon inlet; repair in- place 42 linear feet of bulkhead at tidal lagoon inlet;replace damaged tie-backs on lagoon peninsula bulkheads and backfill sink holes with excavated soil, 30 cy of eroded soil; replant as per detail on site plans;repair hatchery weir, replace 11 rotted pilings with 8ft. timber piles and inspect and replace all damaged corroded anchors as per detail on site plan;replace 3"x 3"wooden vertical screen slots at weir as per detail on site plans;replace existing wire fence with vinyl coated fence;maintenance dredging at weir and hatchery flume building (363 cy) to-4.T mean low water and place resultant 363 cy of dredged material on jetty peninsula. The total Phase 1 area of disturbance is 9,192 sq. ft. E � U E Sotithoid Town Board of Trustees 296 HAIMPTON ROAD I P.O. BOX 1776 1 SOUTHAMPTON, NY 11969 1 TEL: 631.283.3195 1 FAX:631.283.0235 www.peconiclindtrust.0119 Location of action: 10273 North Bayview Road, Southold,NY Site acreage: 13.68 acres Present land use: Aquaculture, education, aquatic, shellfish hatchery 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: Peconic Land Trust (b) Mailing address: 296 Hampton Road, Southampton,NY 11968 (c) Telephone number: Area Code(3)283-3195 (d) Application number,if any: Nl 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, USACE, NYSDOS 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. 4Yes 11No ❑ Not Applicable his project will en ance community character,preserve open space,make efficient use of infrastructure, make beneficial use of a coastal location, and minimize adverse effects of development. The shellfish hatc ery at is a water dependent use and the community will benefit by the increase num ers o shellfish available to the community along with cleaner water. Shellfish are efficient filter feeders that help remove excess nitrogen from waters. 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 ❑ 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 ❑ No ❑ Not Applicable This project will restore deteriorated and remove degraded visual components at Shellfisher Preserve. This project will also preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality. 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 S through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable This project will protect life, structures, and natural resources from flooding and erosion hazards with the bulkhead repairs and maintenance dredging. 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 This project is designed to result in the least degree of adverse wetland impacts and will not impact coastal is and wildlife habitat. 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. F] 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. u YeO No❑ Not Applicable This project will provide for public access to, and recreational use of, coastal waters,public lands, and public resources of the Town of Southold. Attach additional sheets if necessary WO NG 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. N Yes ❑ No ❑ Not Applicable Ibis owierUmlects, e i .i - I -dependent uses The shellfish hatchery and the aquaculture businesses are a water-dependent,1sP 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. In Yes ❑'No ❑ Not Applicable This project promotes managed harvest of shellfish originating from uncertified waters. Plock Shellfisher Preserve in Reach 7, is a land-based center for the managed cleansing of shellfish. 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 n 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 John C. 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PLAN �7) BLOCK 05 ; LOT 20 . 12 10273 NORTH BAYVIEW ROAD INDEX OF DRAWINGS SOUTHOLD NY 11 971 DWG. TITLE ( SCTM# 1000 - 79 . - 5 - 20 . 121 SP-1Q0.05 TITLE SHEET ! OWNE APPLI CANT SP-101.05 ZONING MAPS SP-102.05 PECONIC LAND TRUST EXISTING CONDITIONS PLAN 296 HAMPTON ROAD SP-103.05 SITE RESTORATION PHASING PLAN P.O. BOX 1776 SP-104.05 SITE RESTORATION PLAN - PHASE I . , SOUTHAMPTON, NY 11969 SP-105.05 BOX JETTY AND INLET LAGOON BULKHEAD REHABILITATION LAT. 41 ° 0 2' 5 2. 9" N SHEET 1 OF 3 SP-106.05 BOX JETTY AND INLET LAGOON BULKHEAD REHABILITATION LONG. 720 23' 46 . 3 " W SHEET 2 OF 3 G- w SP-107.05 BOX JETTY AND INLET LAGOON BULKHEAD REHABILITATION - SHEET 3 OF 3 N, SP-108.05 TIDAL GATE & WEIR BULKHEAD REHABILITATION PROJECT �. . SHEET 1 OF 2 LIMITS - ._ _ SP-109.05 TIDAL GATE & WEIR BULKHEAD REHABILITATION f = E 2 PROJECT MANAGEMENT LLC EET2OFZ 0 ,. 87 HIBERNIA AVENUE r & ROCKAWAY,N.J.07866 SP-110.05 SITE RESTORATION & PLANTING PLAN ' �; PHONE:(973)299-5200 FAX:(973)299-5059 SP-111.05 SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS ` !�' ,�, "� t"+,:..♦ Lt !` c www.E2PM.com ! v h e fi s her THIS DRAWING pDES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY,ALL SP-112.05 GENERAL NOTES & CONSTRUCTION DETAILS . r ' 4 0 CON RUCTION MUST BE DONE IN COMPLIANCE.WITH THE OCCUPATIONAL SAFETY AND HEALTH r o w r w + y s a ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT.THIS DRAWING AND THE !'� �' ♦ DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2 PROTEME CT MANAGENT i ♦ " _ 'I "(.,. LLC AND SHALL NOT 13E REPRODUCED,ALTERED OR COPIED WITHOUT WRITTEN PERMISSION,SHALL NOT BE USED IN ANY WINNER DETRIMENTAL TO ITS INTEREST AND SHALL EE RETURNED UPON REQUEST. . l q PHASE I - SCOPE OF WORK 5 .T " N.Y. ENGINEERING CERTIFICATE OF 1, REPAIR BOX JETTY BULKHEAD 386 FT AND CONSTRUCT NEW BULKHEAD AUTHORIZATION No. 004627 2. REPAIR TIDAL LAGOON INLET BULKHEAD 42 FT - ' I CERTIFY THAT THESE PLANS HAVE BEEN 3. LAGOON PENINSULA BULKHEAD - REPAIR SINK HOLES AND INSPECT TIE-BACKS. PREPARED UNDER MY SUPERVISION�°'" - REPLACE DANGED TIEBACKS, BACKFILL WITH EXCAVATED SOIL 30 CY OF ERODED SOIL. 4. REPAIR HATCHERY WEIR - REPLACE 11 ROTTED PILES J 5. MAINTENANCE DREDGING AT WEIR AND HATCHERY FLUME BUILDING 363 CY NYSDEC APPROVED AS PER TERMS _ _ 6. TOTAL PHASE I AREA OF DISTURBANCE 9,192 SF AND CONDITIONS OF J SITE LOCATION MAP PERMIT No. -oosaa � 0 100' 200' 400' DATE �r�', l �#d`rrrss�reNrt''� SCALL. Al (5j !�'Z 1 � =LVU f JOHN FERRANTE, P.E. N.Y. NO. 078282 SITE LOCATION SITE LOCATION SITELOCATION SITE LOCATION REGISTERED PROFESSIONAL ENGINEER PROJECT NAME preliminary Political Jurisdictions P LO C K S H E L L F I S H E R PRESERVE Preliminary Levees BLOCK 05; LOT 20. 12 PECONIC LAND TRUST n. °relim zry General Str—urns Raad Str . f ^ uCitife J t 35 •¢>� `' B dge a 16 F' � '46 si SOUTH OLD, 's Dam,N,/e,�lett) � N� Priv rep ; Sh�kss,� 0 LD, N Y 11971 4� , odd 8a � _ _�K Y _- ttl .r 71 Other Structure A _ r� i 2 ff _.. Preliminay Primary Frontal Dunes R?aCkS � -' �V 17 24 r 0 1 <'�{=6tr ry S M' ,�� 3� SIT TORATION PROJECT Pral`nn- Flood Hrsard Bor.nderies. . £ .,� _vtLnes 39 E RES SFHA/Food Zone Boundary ;Aquac«llu 4 : '" •a 4 ...u: F.' s# _-+-.,y.,','MwF Other W—etlan-d Layers - , .._ • , 52- `,..� l } PHASE I OtherSoundses 3 P@nS MERGENCYRESTORATION Notional Wetandsnventon 2 1 Y 46Crab Cr 0°resin a y Food Hazard Za 1a Annul Chance foHazardodiorgJ Regulatory Floodwa� J f .,,Estuarine and Marine Deepwater I3 jk v 15 Q -~ 7 e SpecialFloodwa. I f / DRAWING TITLE ew L! Estuarine and Marine Wetland A—o;Undetermined Flood Hazard /�*�2' Freshwater Emergent Wetland 0.2%Annual Chance Flood Hazard Y1,,yµvv�4i F1 R 48, Futuro Coad-Ions i%Annual Chanes Fleod �... 'tl - r,,�..r `...5 Hazard ., '; + ,, ° '�,, -� � :. ■ FreshlvaterForested/SfTTITbWetsand - � TITLE SHEET �4y2 i+ �x '~Pn' Area tv�77 Reduced Risk Due to Levee ��o ,.,, _ d K_,"'" Freshlvater Pond + V '24 7 . Lake Coastal Barrier Resources System Area(US' ` y ! # 26 33 ,8 J _. �� CBRS Prohibitions 11 L Off, n rCeaSt S'i" a, - •• CHECKED BY: IF Riverine © Ottlarmimprotected.Area a fl L„ , System Ui� 43 C DRAWN BY: OM SCALE: AS SHOWN SHEET NO: 1 OF 13 USGS 7. 5 MINUTE TOPOGRAPHIC MAP TIDAL WETLAND MAP PROJECT#: P-19-()3-08 FEMA FLOOD MAP (SEPTEMBER 25 2009) BATHIMETRY SURVEY SEPTEMBER 25 2009 FIRST ISSUE: 4/25/2019 500' 1000' 2000' (NEW YORK STATE DEPARTMENT OF } DRAWING NO. SCALE: 1"=1000' ENVIRONMENTAL CONSERVATION) MAP #3610,3CO167H} (REF. OFFICE OF COAST SURVEY) 0 250' 500' 1000' 0 500' 1000' 2000' 0 1000' 2000' 4000' SCALE: 1"=500' SCALE: 1"=1000' E f I L l SCALE: 1"=2000' �i U DEC 2 3 2021 SP_ l 3wd of IrLC}SAS _. SCHEDULE OF REVISIONS REV. DATE DESCRIPTION OF CHANGES DRAWN CriK, BY BY A 12/13/19 ISSUED FOR NYC DEC REVIEW OM IF ZONING 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM IF a AC 2 6/18/20 REVISED AS NOTED OM IF �I AHD 3 10/10/20 REVISED PER DEC SEPT. 23 COMMENTS OM IF 1.� 6 4 03/30/21 REVISED AS NOTED OM IF SITE LOCATION HB S 07/27/21 REVISED PER DEC 7/13/21 COMMENTS OM IF Pa : / SITE LOCATION HD 1000 80.-3-21.1 Und rwater 0 0.25 0.5 LB Vacant Land a,e ,� . Q(� =3 Mile LI Cox LIO OF mi i Ivl l i 1 1000-79.-5- a.10 200' RADIUS R-40 N Residential - l VacantR-80 Land 1 N Parish r RO t ri P rcelRR 1 00-80.-3-17 �`,Parcel: h#Parcel: �r1000-$ aft Par 19.1 1000-79.-5-20 n ��: O One Family Rdi y � UffS�n 7.Year-Round Resid nce • V* Q 0) Parcel: 4 't, Parcel: ' _ C . E Parcel 1000-79.-5-20.8 /�*� cc 1000-80.-4-25 One Family V Year-Round OWNER/APPLICANT PECONIC LAND TRUST Parcer: +� 1 Bayview HAMPTON ROAD Ba 1000-80. -23 .� y w Rd Ext 1►� P.O. BOX 1776 PARCEL: 1000-79.-5-20.12 N Bayview Rd SOUTHAMPTON NY 11969 Parcel- RURAL RESIDENCE W/10 OR �/► I , MORE ACRES ALSO AG USE loon-So.-y 22 vs Ib 't't C y Parcel: ee 1000-80 4-21 Ivor, 3 'C/ 0 Or o (Parcel: " �+ „w' r Q Q 1000-80.-4-20 ftft� _�' Parcel: "� 8 "a .' k 1000-79.-5�` 16.10 1000-79.-5-20.15 parcel: IV Beach Residential Vab t�� Other Wild or 1000-79.-5-20 14 �� Cedar Be Land . "- -- .4 Conservation Lands One E 2 PROJECT MANAGEMENT LLC Fa mil y 87 HIBERNIA AVENUE Year-Ro p .aesk a ce PHONE:ROCKA (973)299-5200 + ® www.E2PM.com re FAX:(973)299-5059 . AN /L' � a CONSTRUCTION MOST BE DONE IN rchard, L (h■ THIS DRAWING DES NOT INCILrE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL i COMPLIANCE WITH THE OCCUPA'IONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RUES AND REGULATIONS THERETO APPURTENANT.THIS DRAWING AND THE DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2 PROJECT MANAGEMENT ' LLC ANO SMALL NOT RE RERtU[XKEO,ALTERED O0.COPIED Wt 1fOUT WR[f T[�1 PERMISSION,SMALL terNOT RE USED;N ANY MANNER DETRIMENTAL.TO iTS INTEREST AND 9HN1 BE RETURNED UPON REQUEST . N.Y. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 004627 TAX MAP & 200 FT LIMIT LINE ZONING MAP I CERTIFY THAT THESE PLANS HAVE BEEN 0 100' 200' 400' PREPARED UNDER MY SUPERVISION 0 500' 1000' 2000' SCALE: 1"=200' SCALE: 1"=1000' `t\`t 4 = " f fell 7 /5/2102 /f�lllfkCll11111`t;� 1. 1000-80.-3-21. 1 ter Vacant Land �. 2. 1000-80.-3-17 One Family Year-Round Residence JOHN FERRANTE, P.E. N.Y. NO. 078282 - --- --- - - - --- - REGISTERED PROFESSIONAL ENGINEER 3. 1000-80.-3-19. 1 One Family Year-Round Residence LZane Description -_� - - - - PROJECT NAME AC Agricultural Conservation (2 acre) 4. 1000-80.-3-20 One Family Year-Round Residence R-40 Residential Low Density (1 acre) - PLOCK SHELLFISHER PRESERVE 5. 1000-80.-4-24 One Family Year-Round Residence R-�80 _ Residential Low Density (2 acre) R-120 (Residential Low Density (3 acre) BLOCK 05; LOT 20. 12 6. 1000-80.-4-23 One Family Year-Round Residence R-,200 ;Residential Low Density (5 acre} PECONIC LAND TRUST - - SOUTHOLD NY 11971 7. 1000-80.-4-22 One Family Year-Round Residence R-400 Residential Low Density (10 acre) ► HD Hamlet Density Residential 8. 1000-80.-4-21 One Family Year-Round Residence AHD Affordable Housing District SITE RESTORATION PROJECT Resort idential 9. 1000-80.-4-20 One Family Year-Round Residence RR � ResPHASE I _ _ RO Residential Office EMERGENCY RESTORATION 10. 1000-79.-5-16.10 Residential Vacant Land HB Hamlet Business _ LB Limited Business DRAWING TITLE 11. 1000-79.-5-20. 15 Other Wild or Conservation Lands - --- -- -- --- -- -- B iGeneral Business 12. 1000-79.-5-20. 14 -- - 1-Marine - _ - ---- One Family Year-Round Residence Lull ZONING MAPS 13. 1000-79.-5-20.8 One Family Year-Round Residence MI1 Marine II L10 Light industrial Park 14. 1000-79.-5-20. 11 One Family Year-Round Residence LI Light Industrial CHECKED BY: IF DRAWN BY: OM NY Sp G c SCALE: AS SHOWN SHEET NO: 2 OF 13 APPR4VEp A5�O�c OJ 03-08 FIRST ISSUE: 4/25/2019 15. 1000-79.-5-20. 10 Residential Vacant Land PROJECT#: P-19- J AND CONDtT DRAWING NO. PERMIT NO. SP� 101005 pATE Q_ 200 FT PROPERTY OWNER'S LIST ZONNING BULK TABLE �l . I 1 iJJ;ly16 J for 3 'P�ock SSUBoi�isroN _ SCHEDULE OF REVISIONS ,-� , (II /SEER � EXISTING SITE L I I r 1(/ff PREs�R,, E P H 0 T 0 S DRAWN CHK. �1 ' I I E" 1 REV. DATE DESCRIPTION OF CHANGES BY BY III I j((f A 12/13/19 ISSUED FOR NYC DEC REVIEW OM IF 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM IF III 2 6/18/20 REVISED AS NOTED OM IF 3 10/10/20 REVISED PER DEC SEPT. 23 COMMENTS OM IF 4 03/30/21 REVISED AS NOTED OM IFI (I(( '" :�, 5 07/27/21 REVISED PER DEC 7/13/21 COMMENTS OM IF MEAN LOW WATER MARK (EL-0.7Of) I MEAN HIGH WA TER MARK (FI=1...55+) I I f I , WEIR CUL VERT I n w ,5 ' = HATCHERY : SUPPORT � F , BU;LDING fi EXIST7NG n I I k STONE / f I I .. cmi A y � l � ARMORING I 103", ? , ..� T ni �o /I 8.33 - - -per.; a _ .s _, ..� .- ..�..... BOX �i��jL9�7, - JETTY BULKHEAD _ HATCHERY WEIR T8H X5.50 / � ULJ i1 r1 8.04 � - - � �8?J� J � �_! � /-HA TCHER I` �) TBH 1.46 / /h I DE ! , FRAME __+6 - - f 1 CUL v_rrT �L+ r^ V. 1 TIMBER TBH 1.48 1 4 / / +/ (� g ,�_ _5 K BU/CTC/NG �7� +6.42~_ �, 1' ' � BA� _._.° m*. ., /4.5� III -�L 2 7 88 � +6.15 _ / � � -- - �EZrTh? BREAKWA TER 5 4,21,� / 13 5. p� / ^'� ¢9"F a3s a 1'w , 1.4 5. r- 5. 1 '= __�_ T T4/C(7 _ 4.3P ry�,00 ROAD �lY ~ _ `7.4r0' , +5.14 � r - - _ I D ' i .6' 5.8 5.8 ��� rOECK � ® �' - SU N - eoiMisr _ of 951 5 I HATCH ° ('�+5 4a �N BULKHEAD 5.4 t;TIMBER '.R (I I\ 81 FRAME BU/D/NG \(.4t f I�� = - 530_ 5-08 f'I''ESEOCK ShE��F1 �9`It �`�•� DEMAGE �\ - c - 7� WOOp I - �l i :. „ - � RAE sH£R 65 ' TBH 4 ` I I + ' FFL DECK I ' /( 6:5 2 73�` / � TBH 1.57 ( f /T y ._ J iI - St'✓E.R� - = a - RIA LICANT 6.63 K _ _ _, r1. _�2 / \ T BAN OWNE PP 1 LAGOON INLET X5.88� '� ST '-" t 1-�� +4.41 _ - EARrH � L vNG. '� , - " F- BULKHEAD PECONIC LAND TRUST ROADWAY Y� �r9=� CULVERT EAD 296 HAMPTON ROAD R ..w P.O. BOX 1776 / --= ?�= _ ' SOUTHAMPTON NY 11969 l 1/i l - STONE ARMORING--4.` I / // l O 5.5 / i 1 .y �K� � 6CO L'E,40Dc _-, SEN> -4� +3.45 ¢ µ EROSION \� ' / / J �, ?EVE � �.. C�ACCESS � � aCC S. 0 3- - � / N'0003'4 / - E s +7.55// l Z �^J� /� SEVERE BANK ®.3'Q9'1E*40-612" 1 CUL VER t / 4 4.981 - AMP EROSION .-�._ 4.54`\\ MEAN HIGH WATER MARK/ t I cr_; p` � . �� =1.5 /( IN 2- (EL � tlYv r. r�rAlE l l/ f8I07 _` ` �\�\��\` \\ s + \3 \ / I. /a' A RUCK I \ 4.96_- MEAN LOW WATER MARK 2.8� y: 5. 07/ D RE VE TMEN T (EL=0.701) f ( III III /, / jI I Do 3 Zs j I �/ / MEAN LOW WATER MARK I E 2 PROJECT MANAGEMENT LLC 3.25 � DOCK__`` -�_ � .11 I �, ( / } f � L=0.7 - f - l 4 7 ffGc K 3.42 87 HIBERNIA AVENUE r , 1 114.7 / /REVETMEN- O CK 9� oq.' �� / ,lr �` � LAGOON PENINSULA & ROCKAW",N.i.o7sse PHONE:(973)299-5200 T _ BULKHEAD �VM FAX:(973)299-5059 www.E2PM.com SID _ T /y _ ;" + / /�. / rt •t-:r,' L1 �•4 S�cMFN I I ( C (/ �1,` / �c• •\ 7HL5 DRAWING DOES NOT INQUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.r/ Q ALL - I O I W Q ` / I /� ,,,.q1 =.-�_ CONSTRUCTION MOST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH O •.- ACT OF:970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT.THIS DRAWING AND THE NORTH SHORELINE / 77 f/ +4.40/ / • _ DESIGN FEATURES OR CONSTRUCTION DISCLOSW ARE PROPRIETARY TD E2 PROTECT MANAGEMENT I / / r LLC AND SHALL NOT BE AEPROOUCED,ALTERED OR COPIED WITHOUT W[Un EN PERMISSION,SHALL 5.I3 1 85 ,. ,.^'- t NOT BE USED IN ANY MANNER DFTRN.ENTAL TO ITS INTHtES7 AND SHALL gE RETURNED IRroN REQUEST. TBH ,3.77 'r f 4 ( /�f' A-1 . 4 , • SEVERE SOIL EROSION / I l / \ +4.51 4.93 ' I 111 i" (v ( AA 33 8c BULKHEAD DAMAGE / 3.45 ° 1 _ 4.99 ( ( 6 T N.Y. ENGINEERING CERTIFIICATE OF / eh ~.__ ' `tea LANDWARD LIMIT OF T 10AL TBH 3.82 II \ \ LAGOON h = ///� . ' / I WETLANDS AS DELINEATED 5Y AUTHORIZATION NO. 004627 DAMAGEDSHEETING � 5.51 � ___ �� � BULKHEAD (f) J. _ �11 / / � E2 PROJECT MANAGEMENT, i.0 3 48 / / o z N- - �/ .0 11 / / << +l 72 ON APR. 02, 2019 I CERTIFY THAT THESE PLANS HAVE BEEN A-4 -3.38 MDE/� 199 I I // p I \ /a �� r+ J I -3.681 + r, � �" ` 3.74 PREPARED UNDER MY SUPERVISION \ I 4 BHEAD -0. I / / .3.7 MEAN LOW WATER MARK I/ 4.95 K.> \ 72I3� ` - - 2 5.81 / MARK MEAN HIGH WA TER I ^i 3 22 2 5 / //-- / TBH `. (EL=0.70-1) Q •' < y 3. 6 ..O 1 _ 3.83 ` FL=1.SSt� I l ' , / •` / BOX H 8 / - �- ~ J +4.79 + \ EkGUED I ` 5 ` �~ y :• v . " ✓Errs - .f .� /4 .4s - i �� r� AccEss ROAD III \ - 1 / HATCHERY BUILDING +4.67 .81 3,86+ 4�9 `� - 1 r ++� I ///+4.94 1 4.4 \ \ ( `A �• � w.Y� . < 4. 1 - 4. 4 _ \ T 41.0476 :Z �' - _ _ -_� --� , � // � FLUME _ � a `.a 4.11 + TBH �L 3.75 �� e-ysT. ARTH �`� 1- `�- �.7' r�.. •r \ / - , \ I LONG -72.3965 AND �,: R -4.32 + .2 4.29 ROq / / \ ctz T/MBER BU<Ky 2 +4 ,49 +4.82 +4. 1 T8H 7 3 `��� -=4�� 5.38 1� - ///. / \ j \ \ \ 1 497 r w 'ct: • EAD+ / 5 �� - - +47� ~ ;_= _ J/ ...00 `� 7BH 3.79 -4.26 � ` _ `�� `�- �= \ � \ - t` -4..98 "+ , -5.63 ; O _ - -3 J. 20 4.33 \\ y r,, v} S / _ -5 63 H K \ - - r _' _ _ 5.35 LAGp + -� --,� RAIL \ 3- � S �-.+ T9 5�8` - - - ON /NEE T -5.53 3 INLET LAGOON BA VIER + - \ •` ` + j 7 BULKHEAD 2.68 frJ G - +4.86 4.s C_ - _ _ JOHN FERRANTE, P.E. N.Y. N0. ©78282 / 7' `_ ` SINK MEAN LOW WATER MARK-� � ,L/ - � �� HOLE TBH 16 FORMING (EL=0.70+) / `+ /' `� \ REGISTERED PROFESSIONAL ENGINEER r ! ` 1 -+ PROJECT NAME MEAN HIGH WATER MARK � �••+N' 0-� (EL=1.55-1) PENINSULA � B SHORELbti'_F r . ° \ \ PLOCK SH LANDWARD LIMIT of TIDAL `� � ~\ \ \ �� ELLFISHER PRESERVE NATIONAL GEOGRAPHIC SURVEY BENCHMARK Lx5750 IS LOCATED WETLANDS AS DELINEATED BY \ \ � � HATCHERY f \ \ CULVERT APPROXIMATELY 0.57 MILES EAST OF THE SUBJECT PROPERTY AND IS E2 PRO�CT MANAGEMENT, LLC . NEAREST TIDAL BENCHMARK. CIV APR. 02, 2019 ' J2.8� \ BLOCK 05, LOT 20. 12 LIMIT Cr- MODERATE ,!I, __ ' \+390 PECONIC LAND TRUST THE FOLLOWING TIDAL ELEVATIONS ARE LISTED FOR THIS STATION: WAVE ACTION l `� • MEAN HIGH WATER (MHW) 1.55 FEET • � r _ , _ _ _ _ SOUTHOLD, NY 11971 • NAVD 88 7 FEET BO ^ ►7i • MEAN TIDE LEVEL 0.71 FEET BOAT [A S IV l • MEAN LOW WATER (MLW) 0.70 FEET l� j(`I - SITE RESTORATION PROJECT FEMA FLOOD MAP (36103C0167H): � �.•.=,r �. I ... ZONE ELEVATION: 12.0 FEET PHASE I EXISTING CONDITIONS PLAN � I . EMERGENCY RESTORATION BOX JETTY BULKHEAD LENGTH 192 FT ` 0 15' 30' '+ n. DRAWING TITLE 60 INLET BULKHEAD LENGTH 197 FT s ; � • „• : LAGOON SHORELINE SCALE: 1"=30' WEIR BULKHEAD LENGTH 148 FT LEGEND LAGOON PENINSULA BULKHEAD LENGTH 42.4 FT EXISTING CONDITIONS PLAN TIDAL LAGOON SHORELINE 492 FT Y E LAGOON PENINSULA SHORELINE LENGTH 503 FT APPROVED AS PER TERMS '- PROPERTY LINE HATCHERY LAGOON SHORELINE LENGTH ` 445 FT AND CONDITIONS OF CHECKED BY: IF DRAWN BY: OM EXISTING SHORELINE BEACH SHORELINE LENGTH 282 FT PERMIT N0. '-- ' ' ' • • • -- WETLAND LINE(PER E2PM DELINEATION) ACCESS ROAD LENGTH DATE SCALE: AS SHOWN SHEET NO: 3 OF 13 - - - - - - - EXISTING GRADE 1,028 FT A DOCK 1 LENGTH Q�� a PROJECT#: P-19-03-08 FIRST ISSUE: 4/25/2019 130.5 FT MEAN LOW WATER(MEW) DOCK 2 LENGTH DRAWING NO. • • ♦ MEAN HIGH WATER LEVEL(MHW) 80 FT o 0. O BULKHEAD DOCK 3 LENGTH 80 FT HATCHERY 117.6 FT x 26.5 FT EXISTING ROCK REVETMENT BUILDING SP� l 30.4 FT x 23.3 FT TIDAL LAGOON & DOCKS LEGEND 1114 �1 SCHEDULE OF REVISIONS MEAN LOW WATER MARK �— PROPERTY LINE t Z� (EL-0.70+) � r REV. DATE DESCRIPTION OF CHANGES DRAWN CNK. - - ADJACENT PROPERTY LINE I BY BY A 12/13/19 ISSUED FOR NYC DEC REVIEW OM IF _ EXISTING SHORELINE MEAN HIGH WATER MARK j CN1 F (EL=1-55±) v^O'N— 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM IF • • • • • WETLAND LINE (PER E2PM DELINEATION) I — — — 5 — — — — EXISTING GRADE 2 6/18/20 REVISED AS NOTED OM IF -------------------- TIDAL WETLAND WEIR L VERT 3 10/10/20 REVISED PER DEC SEPT. 23 COMMENTS OM IF i •— — •— — MEAN LOW WATER LINE (MLW) (EL. 0.7±AMSL) 1 CMF 4 03/30/21 REVISED AS NOTED OM IF MEAN HIGH WATER LEVEL LINE (MHW) (EL. 1.55±AMSL) EXISTING STONE ARMORING ET�7NG 0.3"N--\ 5 07/27/21 REVISED PER DEC 7/13/21 COMMENTS OM IF r AT/0 ,.. 0,3'W O O O BULKHEAD ' (r0 REIyq IV ._ SPLASH ZONE DWG SP- 108. 05 I``---- ' r-- - _. - ROADWAYS I � woo 1 1;��, ° � BUh'�ME D °EeK WG SP- 108. 05 / GRASS AREA&FLOODPLAIN & ( TSH 1.46 ti + LD/NG HABITAT TO REMAIN ' TBH 1.48 GRASS AREA&FLOODPLAIN & Bt�EAKTWA ER j HABITAT RESTORATION ZONE2 �, 1" / . �fG,�;L7, EXISTING BUILDINGS(4,031 SF) $ , .`, MAINTENANCE DREDGING AREA(4,800 SF) pp 1 1 , I ! _ „ T • v v 1, v•• T ,. , K DREDGED SEDIMENT DISPOSAL AREA(4,200 SF) FOOD i 3 TIMBER BULKHEAD -- r x ;A;' :. y .. ti � I DEMAGE r ,{ I , ti r. NGr, ,y r !OH 5.43 x x WOOD XX E TBH 1.57 " •- r x4 i I , t PHASE I -� i HATCHERY WEIR OWNER/APPLICANT PECONIC LAND TRUST 1 - 296 HAMPTON ROAD P.O. BOX 1776 sOWroN ARMORING t ERODED Ro_ '♦ - - SOUTHAMPTON, NY 11969 1"' ACCESS REVETA4 ` �.. ��Ute EROSION r ROAD / / t 10 .wwws t _ SEVERE BANK EROvI:hV / J DAMP EXISBNG SHORELINE MEAN HIGH WA TER MARK / (TYP) t / V _~ somms I �iX E 2 PROJECT MANAGEMENT LLC r MEAN LOW WATER MAR) l tr 4 DOC �� ._ / / I7�C� EL=O.70+ 1 ROCKAWAY,N.3.07866 p " ( PHONE3 87 : AVENUE 20 �i 1 ( ) 99 0 FAX:(973)299-5059 f 7 1 www.E2PM.com - „ l / DREDGED SEDIMENT - - - �. r� MEAN LOW WATER THIS DRAWING DOES NOT INCLUDE NECESSARY COMPgYENrS FOR CONSTRUCTION SAFETY.ALL DISPOSAL AREACONSTRUCTION 14Sr BE DONE IN CONR IANCE wIrH THE OCCUPATIONAL SAFE fr AND HEALTH MARK ' J ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURIFNANI,1 HIS DRAWING AND THE (9,200± (n1 ._ .. I - DESIGN FEATURES OR CONSTRUCTION DISCLOSES)ARE PROPRIETARY TOUT E1 PRO]ECE MANAGEMENT C` (EL O.7O#) LLC AND SHALL NOT BE REPRODUCED,ALTERED OR COPIED WITHOWRITTEN PERMISSION,SHiA L `7/�00� �F/ = : _ ESTIMATED AVERAGE FILL DREDGED SEDIMENT NOT BE USED IN ANY MANNADETRIMENTAL BE 70175 INTEREST AND SHALL RE ltAUR6 D UPON REEQUT. ' ' / 1.1± FT HEIGHT , DISPOSAL AREA I N.Y. ENGINEERING CERTIFICATE OF / r AUTHORIZATION No. 004627 J t � t T / I CERTIFY THAT THESE PLANS HAVE BEEN I DALPREPARED UNDER MY SUPERVISION SEVERE SOIL EROSION LAG DAL L & BULKHEAD DAMAGE AGO O L-�G 0 I : V AOD -1 NIR rH �� i 8 765 SF r SHORLINF , • �. / TBH J.77 c r � �xJs r. go-,/ I �. -_•'- . ; � ��. .,• '� / y _ REVETIVENI I • • / (427 SF) SP-I DAMAGED _/� t / • �i I / w a 0 � 6 P y0s SHEETING ".`" �� i ,. i i� L-AGr1L)N - / ��•• ,_.r•��/ I t! TSH J. BULKHEAD MEAN HIGH WATER / / MCER'- I I . ♦ ♦+ o SP_y MARK --� TEMPORARY f BULKf/FA° _ ,t '." '��.a...�►% =.".•_ ! �H — 07 (EL 1.55±) CONSTRUCTION JOHN FERRANTE, P.E. N.Y. NO. 078282 2 I► TBH _ .. :.'J . ` STAGING AREA i so— REGISTERED PROFESSIONAL ENGINEER / wall.r.r'o .._ PROJECT NAME TEMPORARY - 1 ` . ` - CONSTRUCTION' _ . EA ROgDIyA _1 2 "Nab �. RTH STAGING AREA -107 ` �► 1 _ •.,, SP ISOY ✓ETr SP-� AGE TBNG o (TO BE RESTORED) `-' "- • ~ ," OS ATp g�RElgOV,= `_. : — SH ELLFISH ER PRESERVE , . + + - _ _ PLO CK R.IkPc 2 •.-. - py CK o). sP .5 �, L` T-rsr. EARTH R ADw LOCK OS; LOT 20. 12 B ,y '� •• _ 113E MAINTAINED) - - -- --- _ _ ___ -- LAND TRUST 78H XT9 � TIMBER BULi{HEq '��� �,�! ? ��� � � �= '�Z''� ` PECONIC ° ` `` --' EXISnNG ~ -- — _ _ _ SOUTHOLD, NY 11971 DWG _/ ~ - - -- - PHASE —I AREA OF DISTURBANCE PLAN p __ VEGETA T70M SP-1 o — NAsF r 1 sP_ UuAR56. �A/� S� 0S �. 07 OS� BARRIER 0 15' 3I 60' � 1I sP,106. 0S 0 � � � � MINNOW_�'- _ SCALE: 1"- SITE RESTORATION PROJECT 6 0S _ ----- - _____ 30 CT ' " 367 PHASE I � LAGOpN �N�L r '—'---- �- ERESTORATION HOLE INLI EMERGENCY T LAGOON BULKHEAD LEGEND MERGE FORMING 1 �+ MEAN LOW WATER MARK / (EI_=0.700 / i_ r i AREA OF DISTURBANCES(AOD) DRAWING TITLE MEAN HIGH WATER ` / �—.----. -----.j TOTAL AOD-9,192 SF MARK (EI_=1.55N Y S D E G 1) � SITE RESTORATION PLAN - PHASE 'I CHECKED BY: IF Bo $ASIN 1 V APPROVED AS PER TERMS DRAWN BY: OM AND CONDITIONS OF SCALE: AS SHOWN SHEET NO: 5 OF 13 PERMIT NO. PROJECT#: P-19-03-08 FIRST ISSUE: 4/25/2019 DATE Z g, DRAWING NO. SITE RESTORATIONS PAN t 0 10' 20' 40' P- 1 04005 r , p1 3 / SCHEDULE OF REVISIONS *xLREV. DATE DESCRIPTION OF CHANGES DRgAWN CHK. TBH 3. . I 5.99 G / _ 1 r# - LEGEND DREDGED II Sp �y / 4 /4771 / ♦ ♦ A 12/13/19 ISSUED FOR NYC DEC REVIEW OM IF SEDIMENT PROPERTY LINE 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM IF DISPOSAL AREA 6 • 3.7 9,200± SF / (� ADJACENT PROPERTY LINE EXISTING SHORELINE 2 6/18/20 REVISED AS NOTED OM IF I - - - - 5 - -- -- - EXISTING GRADE 3 10/10/20 REVISED PER DEC SEPT. 23 COMMENTS OM JF / ■ - " - - MEAN LOW WATER LINE (MLW) 4 03/30/21 REVISED AS NOTED OM JF / r L` w + -- • a - - MEAN HIGH WATER LEVEL LINE (MHW) 5 07/27/21 REVISED PER DEC 7/13/21 COMMENTS OM IF 4 AREA OF lY. ( +• / ! i n n n BULKHEAD DISTURBANCE ♦ ~ ', AOC 1 �♦ / + - - EXISTING ROCK REVETMENT 9,192 SF1♦� r ♦ F5 ' PROPOSED GRADE S ZONE +J- - � • BULKHEAD RESTORATION SEQUENCE 5 SCOPE OF WORK 7BH 3.82 - sp-lOg SP J 78,5' �' �� ��� /� +♦�' I - 1. WORK ON THE BOX JETTY BULKHEAD SHALL BE DONE ON EACH SIDE INDIVIDUALLY 105 _3.38 1 �► y. '�� / �f� ' - v AND ONLY EXPOSE A MINIMUM OF 10 -0 WIDTH. STARTING AT THE END OF THE L 1' ����1_ EXISTING TIMBER BULKHEAD, �� EXCAVATE EXISTING FILL BETWEEN TWO PILES 58 3 i $11E iR rl ���r1#r�r��■ �����`' (APPROXIMATELY 6.7') TO THE LIMITS SHOWN ON PLANS TO AN ELEVATION OF 0.7 . 1 1.76\ DAMAGED . W 10 p� SHEETING 2.99 ! TEAjp0R RV �� -, 2. REPAIR EXISTING STRUCTURE .54 1 ' coNs �• R f v w /.y. I v _ n n TBH .� 5T T RVCTIO� �/ W 2A. REPLACE ANY UNSATISFACTORY 3"X8"TONGUE AND GROVE BOARDS BETWEEN Jf_ \ '~ -- - _ - _ ♦ q IY ,, W w :I THE TWO TIMBER PILES. 2 GrNG W - - 2B. PLACE V-0"THICK LAYER OF #57 STONE BETWEEN THE TWO TIMBER PILES. SP-106 t''� ', - �-_ _ 3.�, rrr � � �r► - - . . C7-O gE qR�A � �� � '�- f w _ #r�r�r����� Ml► i RES 7- L w W v y 2C. REPLACE BOLTS, TIEBACK RODS, NUTS AND WASHERS BETWEEN THE TWO ' 2 f f - - - - - -- - - TIMBER PILES. OWNER/APPLICANT 2.57_ - OR��� t f1 / - �- w •� W ✓ 2D. E FABRIC BETWEEN THE TWO TIMBER PILES TO THE LIMITS t / ,-22 W � � -_ � > S / �S Or u ` ` 5 � _ t �•- y y y W + 4 �9 - - - INSTALL GEOTEXTIL PECONIC LAND TRUST SHOWN ON PLANS. 296 HAMPTON ROAD rr / eOX Tf J RE-� GET I \` -: 3, / / / JFr: _ _ E P.O. BOX 1776 • /- •/ � m1 � 5 w w - w � � A ATE � / \ � 3. EXPOSE THE TOP 18" OF THE DEADMAN PILE AND THE 4 Q1 TIE ROD FOR INSPECTION. " SfJL ^ - AREA -INLET LAGOON;BULKHEAD \ : \ r -- / sP 105 A,Sy SOUTHAMPTON, NY 11969 3-71 // / 1+3.4 E RE VEGETA T \ W v y v y 4. EXCAVATE BETWEEN ADJACENT TIMBER PILES AND REPEAT STEPS 1-3 UNTIL ENTIRE jAREA E +.�7 / \ WALL HAS BEEN REPAIRED. 9 ; 0_3 i ! LIMIT y r w y y 4 4.21 SPLASH -Py r W ,�. - // \ \ / TB .81 5. REPAIR OR REPLACE DEADMAN PILE AND TIE ROD AS REQUIRED. DETAIL SP-log 4 + ZONA �. , \ T / Sp-145 1 W "� �' // 6. EXCAVATE FILL TO EXPOSE FILTER FABRIC. TBH 3.19 - _ � X4.2 y - :. I. ,/ STABILIZED '`! -4.32 \ ', SLOPE 7. REPAIR ALL TIMBER SHEETING THAT ARE MISSING OR DAMAGED. L au,gER -0- 2.95 4.82 ; 8. REPLACE FILTER FABRIC. DETAIL I ��1 _ l � 1 � /1 5 \ \ SP-l05 • 91 .,��-� zs + IJ f E 2 PROJECT MANAGEMENT LLC ` ! \ 9. BACKFILL INSIDE OF BULKHEAD WITH IMPORTED STRUCTURAL BACKFILL (±400 CY). 87 HIBERNIA AVENUE ROCKAWAY,N.J.07866 `��O� ✓E� =.. � `- � :\ `- -� PHONE: (973)299-5200 f2pm 4 \ 10. INSTALL GEOWEB AS SHOWN IN ACCORDANCE WITH FAX:(973)299-5059 �+000o - SAL Lq ' \ \ \ www.E2PM.com ._GDQ / r \ \ �' MANUFACTURES RECOMMENDATIONS. INSTALL SPLASH PAD. DETAIL sP ��� ,� `+ ! + 1 -f CT THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENT FOR CONSTRUCTION SAFETY.ALL /A(/- ET BULKY tiD ~1 ' ' l I I` \ `\ X, hO EXCAVATE A L 1 I STRIP Tp T f] CONSTRUCTION MUST BE DONE IN COWLIANCE WITH THE OCCLRATIONAL SAFETY AND HEAL7h. ,�•`` J- \ y! J 7�1 r- p,C7 OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT.THIS DRAWING AND THE / / �P TIE-BACK TO INSPECT THE 4. PLANT VEGETATION WHERE SHOWN ON PLANS. 3 DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2.PROJECT MANAGEMENT STEEL ROD BACKFILL WITH COMPLETE THE FILL AND PLANT NEW SPARTINA. DETAIL LLC AND SHALL NOT 13E ANYMANNRODUCED,ATALTOEREO ORCOPIED:RESTADSHALWRITTEN TURNEDUP UPON NOT 6E USED 1N ANY MANNER OETRIMEi1TA1 i0ITS INTEREST AND 5IWL1.91E RETURNED IRON REQUEST, L.<1 GOONINK65.01 � Ln�LE; ,^__ �� \F. EXCAVATES SOIL 24' q 65.01 ��\� (T YP) N.Y. ENGINEERING CERTIFICATE OF SINK HOLE FORMING 67� NYSDEC AUTHORIZATION No. 004627 TR BULKHEAD PLAN 5 APPROVED AS PER TENS I CERTIFY THAT THESE PLANS HAVE BEEN BOX JETTY AND INLET LAGOON N G O AND CONDITIONS OF PREPARED UNDER MY SUPERVISION 0 s' 10' 20' PERMIT NO. - - GENERAL NOTES : 5 DAT 31, NIEPy BACK-FILL � aE_vEGET 0.11 T-_ _ .. SCALE: 1"=10' � �.._ � 2 �,17 l� � .•� ,r ' qTE HE ENT PROPOSED `' RE-VEGETATE 1. TIMBER _ O . IRE g INSTALL INSTALL TE AS 1 INSTALL INSTALL �- OX JETT 8 ATRA 20" SPEED GW40V GEOWEB SOIL VEGETATION REQ V • ALL 3 X 8 BOARDS TO BE REPLACED SHALL BE DETERMINED BY THE ENGINEER. 8 ATRA 20" SPEED GW40V GEOWEB SOIL `� Y AREA STAKE ANCHORS STABILIZATION SYSTEM ~- I 3 ALL TIMBER SHEETING SHALL BE SEAWALL GRADE NO. 1 SOUTHERN PINE,TREATED 1 STAKE ANCHORS STABILIZATION SYSTEM ExisADE 3 TYP SEE DET. 3/SP-112) BACKFILL (TYP) (SEE DET. 3/SP-112.01) GRADE �� --- ( ) ( SP-112 WITH A MINIMUM RETENTION OF 2.5 POUNDS PER CUBIC FOOT OF CHROMATED ✓ $v ,• NEW PROPOSED BACKFILL INSTALL NEW I I a` 12" TIMBER PILE SP-112 12" TIMBER COPPER ARSENATE (CCA). EOTEXTILE GRADE PILE GRADE VEGETATION FABRIC 2. EXPOSE STEEL TIE-BACKS FOR INSPECTION. IF DAMAGED OR CORRODED REPLACE ���lt►Rcrttc{��' 6 INSTALL (. . )" I PER NOTE 3 AND DETAIL TYP 6 f. /O /5 Z l EOTEXTILE 6'x6" WHALER ) 6 xt9" 4hA[ER- FABRIC �� \�/� � x6" WHALER-- 3. STEEL JOHN FERRANTE, P.E. N.Y. NO,. 078282 41 4x6 WN.ALER-- � .• ...: . 1(/J 3/4" DIA. BOLT O/C J _. . ... _ ' 3/4' DIA. BOLT O/C .�. �1/ cr 3 • . ':t •. 1)� • EXISTING / DIAMETER TIE BACK RODS AND BOLTS SHALL BE REPLACED WITH A36 REGISTERED PROFESSIONAL EINGINEER `,'•..•a.� -'• •, ''• a': / 1 ••:••Y.••a .-•-=•='V. / 1 3/" DIAMETER RODS_THE A36 RODS SHALL BE COATED WITH CARBOGUARD 890 GF _ • t 4 -- �' q-� BH 3.7' f 4 T I (T �• �' - -- - (OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURES ROJECT NAME T TBH J. ± P TITf TT-LTi , �, - _ _ ^..: ,.: -+ :� . {~ TIEBACK TO DEADMAN ` •• ^�" _.' RECOMMENDATIONS PRIOR TO INSTALLATION. CARBOGUARD SPLASH ZONE A-788 " TIEBACK TO - I ..• a � ,A (OR APPROVED EQUAL) SHALL BE USED TO COVER ANY AREAS OF EXPOSED STEEL OEAG N REPLACE DAMAGED (GENERAL NOTE 3) , ,.. , - , AFTER INSTALLATION. PLOCK SHELLFISHER !PRESERVE INSTALL (TO BE REPLACED) -�- '��` - OR CORRODED BOLTS - (�� ---- "^ GEOTEXTILE e �����r 1 AS REQUIRED 2 _ • EXISTING WASHER SHALL BE REPLACED WITH SIMPSON STRONG TIE BEARING BLOCK 05; LOT 20. 12 2 FABRIC i T MHW EL. 1.551 1G MHW EL. 1.55± PLATE (BP- /-3) OR APPROVED EQUAL. BEARING PLATES SHALL BE COATED WITH T-4--_ - CARBOGUARD 890 GF (OR APPROVED EQUAL) IN ACCORDANCE WITH PECO N IC LAND TRUST EL. 1.07 _ ._. -• - -- ERODED ---------- - � SOUTHOLD, NY � 1971 MLW EL. 0.7± SHORELINE MLW EL a7f MANUFACTURES RECOMMENDATIONS PRIOR TO INSTALLATION. CARBOGUARD SPLASH ZONE A-788 (OR APPROVED EQUAL)SHALL BE USED TO COVER ANY AREAS fl 4 \ xi OF EXPOSED STEEL AFTER INSTALLATION. \ -3/4" DIA. BOLT O/C 0 I I 4ia6 WHALER 3/4" DIA. BOLT O/t, 01 yv \ I ALL NUTS SHALL BE REPLACED WITH A563 NUTS COATED WITH CARBOGUARD 890 SITE RESTORATION PROJECT 1,0' 41x6" WI-1ALER EXCAVATE A 2 FT STRIP :cn 6 �r6" WHALER - EACH TIE-BACK TO INSPECT 1 I IT' -- _ GF(OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURES PHASE I SPLASH ZONE 6"X6" WHALER - THE STEEL ROD, RECOMMENDATIONS PRIOR TO INSTALLATION. CARBOGUARD SPLASH ZONE A-788 DEADMAN 1' THICK LAYER OF BACKFILL & RE-VEGETATE -DEADMAN EMERGENCY RESTORATION GEOTEXTILE FILTER _2 POST-EXCAVATION & I (TO BE REPLACED (OR APPROVED EQUAL)SHALL BE USED TO COVER ANY AREAS OF EXPOSED STEEL 2 (TD BE REPLACED IN KIND #57 STONE FABRIC ` AFTER INSTALLATION. AS REQUIRED t REPAIRS I AS REQUIRED) GEOTEXTILE (FILTER (BOX JETTY ONLY) \ FABRIC DRAWING TITLE LAGOON BOTTOM EL. 5.01- LAGOON BOTTOM EL. 5.0± 3"x,8" T&G --� 4. GEOWEB SOIL STABILIZATION SYSTEM 3'X8" T&G / BOX JETTY & INLET LAGOONBULKHEAD BOARDS BOARDS I (REPLACED AS NEEDED) N( (DAMAGED USE 8" DEEP GW40V GEOWEB. REHABILITATIO -4 i I BOARDS TO BE -4 I , (GENERAL NOTE 1) I I I • USE 20"ATRA SPEED STAKE, SPACED AS SHOWN_ SHEET 1 OF 3 REPLACED AS L �j REQUIRED) I • THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAF hJ - - AND END TO END CONNECTION. � CHECKED BY: IF DRAWN BY: OM . MAXIMUM AGGREGATE SIZE OF 6" 6 � SCALE: AS SHOWN SHEET NO: 6 OF 13 -6 5. BACKFILL ERODED AREAS WITH IMPORTED GRANULAR CLEAN FILL. CLEAN FILL PROJECT 4: p-19-03-08 FIRST ISSUE: 4/25/2019 CERTIFICATION SHALL BE PROVIDED. DRAWING NO. 1 BOX JETTY 2 TIDAL LAGOON INLET BULKHEAD REPAIR-BULKHEAD REHABILITATION 56. NATIVE TOP SOIL LAYER SHALL BE OBTAINED FROM LOCAL LANDSCAPING CENTERS. SP-105 SP-1 05 0 1' 2' 4' 0 11 1 SP� l' 2' 4` 05mO5 SCALE: 1"=2' SCALE: 1"=2' 10 SCHEDULE OF REVISIONS INSTALL INSTALL NEW GRADE PROPOSED REV. DATE DESCRIPTION OF CHANGES DRAWN CHK_ GW40V GEOWEB SOIL GEOTEXTILE VEGETATION 8 STABILIZATION SYSTEM CL FABRIC {Trp) CL BY BY I A 12/13/19 ISSUED FOR NYC DEC REVIEW OM IF {SEE DET. 2/SP-112) 35.0' RE-VEGETATE ENTIRE BOX-JETTY AREA 3 S 1 3/12/20 ISSUED FOR NYC DEC REVIEW TIMBER PILE sP-112 OM IF CL 77MBER PILE TYPE-I TYPE-II TYPE-I MBER 77MBER PILE 2 6/18/20 REVISED AS NOTED OM IF 6 PROP. RESTORATION 12.5 FT PROP. RESTORATION PROP. RESTORATION 12.0 FT (, TBH ILE I 3 10/10/20 REVISED PER DEC SEPT, 23 COMMENTS OM ]F PER DETAIL IA SP-105 \1!/ "� 11 PER DETAIL 4 03/30/21 REVISED A5 NOTEDOM JF 4 TBH 3.79' f '� 5 07/27/21 REVISED PER DEC 7/13/21 COMMENTS J.82' :•'� ; BACKFI(LL /�i j ��w :.•cy" .R,: (NOTE 5) 2 MHW 1.55E 41 MHW 1.55E I WASHER ERODED ML 0.7E _ EXIST. GRADE EL —1.3 MLW 0.7t 17EBACK TO I 3/4" DIA. BOLT 0/C 0 ! DEADMAN III ''''%'�� �I-r l � T -z I SPLASH ZONE III _III II I �'I I I � - 1 THICK LAYER OF I #57 STONE DEADMAN (E) DEADMAN (E) ( — (BOX JETTY ONLY) LAGOON BOTT. EL. -3.46± I HEX NUT -4 LAGOON BOTT. EL. –4.1t ( GEOTEXTILE / FABRIC A—I -64L 77MBER BULKHEAD (E) TIMBER BULKHEAD (E) (SP-104/3) I 1 BOX JETTY BULKHEAD SECTION I OWNE AP PLICANT SP-106 0 1.5' 3' 6' PECONIC LAND TRUST SCALE: 1"=3' 296 HAMPTON ROAD 4 DETAIL-A P.O. BOX 1776 SOUTHAMPTON, NY 11969 4 SP-106 TIEBACK ROD REPAIR RE-VEGETATE ENTIRE BOX-JETTY AREA sP_i12 12 N.T-S- INSTALL TYPE I RESTORATION TYPE II RESTORATION GW40V GEOWEB SOIL 10 STABILIZATION SYSTEM PER DETAIL I - (SEE DET. 2/SP-112) sP-1os 12" 77MBER PILEPROPOSED 3 x8A T&G 6x6'° WHALER 8 (E) 6.7'-+ ( > VEGETATION _ BOARDS (E) EXIS77NG GRADE NEW GRADE (TYP) CL CL (TYP) CL (E) CL CL CL CL NOTES: E 2 PROJECT MANAGEMENT LLC I I 1. EXCAVATE LOCALLY TO EXPOSE EACH TIE-BACK ROD AND INSPECT ROD FOR 87 HIBERNIA AVENUE l CORROSION OR DAMAGE. ROCKAWAY,NJ.07866 PHONE:(973)299-520Q \) FAX:(973)299-5059 \ \ \�l �J 2. INSPECT DEAD MAN AND BULKHEAD TIMBER PALLET. www.EZPM.com THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY,ALL % CONSTRUCTION MUST BE DONE IN COMPL]ANCE WifH THE OCCUPATIONAL SAFE-fY AND HEALTH TAH J. M1 � .. ,. +; n n n3. REPLACE CORRODED RODS WITH GALVANIZED RODS NUTS WASHERS. ACT OF 7EAYURET ALL CONSTRUCTION CATIONS THERETO APRAiTENANF.THIS pRAWINQ AND THE E E DESIGN FEATURES OR CONSTRUCTION DLSCLOSJ3)ARE PROPRIETARY TO E2 PRO=MANAGEMENT LLC AND SPIILLL NOT BE R�RDIXICED,ALTERED OR COPIED WITHOUT WRIifpY YtNMISSiIOry,SFWLL NOI BE USED W ANY FAWNER OETRIFEMiAL 70 ff51NTEitFST AND SHALL gE RETURNED UPON REQUEST. 4. COAT RODS AND ASSOCIATED HARDWARE WITH SALT WATER RESISTANT I I I I 2 ML 1.55E _N — L o I- — °� I I I e o e EPDXY COATING. —� _ � � � N.Y. ENGINEERING CERTIFICATE OF 1 — MLW 0.7t a wT I Jill — — — I — — 5. BACKFILLING OF BOX JETTY WITH STRUCTURAL FILL (REF, DWG. SP-105.05) AUTHORIZATION No. 004627 C e e e e I CERTIFY THAT THESE PLANS HAVE BEEN 0 ANCHOR TO DEADMAN I I � I I I PREPARED UNDER MY SUPERVISION (T?'P) I I I I I I I TI ► I I I I I -I EXIST. GRADE £L. —1.3 ) ( I I I I I I I IT IISI , I I � I I � I I I I I_ o � ,. . �-,J1iar`F.•� ✓, —3. :o EL. 3.7 -4 IJ-1—L .1J —I_ f' _LLII _J I_1_LLL1J —I_ �I_L ! I I J _l_ L-� I—I_I_ i L1J_I_ _�! 11J_IJ_J I— L1 _1 -1 —I_ r I r - LAGOON BOTTOM (E) J l fJ fJ - l rJ - l rJ l rJ -6 I L E1 ODW UPLAW AICA f"ItmF1 et+,�ti'�`` I �^ _ JOHN FERRANTE, P.E. N.Y. NO. 0782812 — - -----_____-_- - - -- --------- REGISTERED PROFESSIONAL ENGINEER 10 20 30 40 SO PROJECT NAME BOX JETTY BULKHEAD SECTION SP-106 0 1.5' 3' 6' PLOCK SHELLFISHER PRESERVE SCALE: 1"=3' BLOCK 05; LOT 20. 12 PECONIC LAND TRUST 14 3 - _ TYPE-II 14 SOUTHOLD, NY 11971 EXISTING GR04 M ACCESS TYPE II 3 ` \Z- PROP. RESTORATION PROP. RESTORATION sP-1�2 5 121 - RE-VEGETATE AS NEEDED _ RE-VEGETATE AS NEEDED 112 SITE RESTORATION PROJECT PROPOSED 4" GRAVEL GEOTEXTILE EXISTING VEGETATION FILTER FABRIC ERODED PHASE I 10 _ (nP) _ _ GRADE 10 EMERGENCY R E STO RATI O N 8 l l 17l 1/� DRAWING TITLE s 1)J _ . . Box J - - ETTY INLET ET LAGOON BULKHEAD = :. ... . . .. . PROPOSED DREDGED SEDIMENT DISPOSAL AREA – REHABI LITH . , . _. .. - TIO 6 _ ;...:,. - - FROM WEIR AND HATCHER --- -::. ` -•--� � Y BUILDER ~:•:' SHEET 2 OF YSDE C n—n _21 7 n—�1 T— 17 r 1 n=n rrt n—nT —r iT �T r=r ni r T=r n— — _ — , — — — — – I -I ' r�-�7 -Tri-i rr=7 f1=n r- i f' r : A P n :. . . APPROVEDS ER TERMS —I I I—i I I I I I—I I I III—III III—III —I 1 I—III AND CONDITIONS OF 4 III—III 111- I ,, , t i li CHECKED BY: IF DRAWN BY: ON�I I I I-1=1 I 4 PERMIT NO. SCALE: AS SHOWN SHEET NO: 7 OF 13 DATE -] PROJECT#: P-19-03-08 FIRST ISSUE: 4/25/2019 2V6� o Ei' 2 � `J�L.w' DRAWING NO. 3 TIDAL LAGOON RESTORATION SECTION _ _ I SP-106 0 1.5' 3' 6' SCALE: 1 =3 '�� u - ROCK SCHEDULE OF REVISIONS RE VETVENT REV. DATE DESCRIPTION OF CHANGES DRAWN CHK. BY BY 12 4N �/ A 12/13/19 ISSUED FOR NYC DEC REVIEW OM JF 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM IF 5'P �� 2 6/18/20 REVISED AS NOTED OM IF 07 .01 `� 3 10/10/20 REVISED PER DEC SEPT. 23 COMMENTS OM IF 6.7'± (TYP) 4 03/30/21 REVISED AS NOTED OM IF PROPOSED ~ � VEGETATION PROPOSED BACKFILL EXISTING 5 07/27/21 REVISED PER DEC 7/13/21 COMMENTS OM IF TYp STABILIZED 6'x6 WHALER (E) (NOTE 6) GUARD RAIL '- 12 TIMBER PILE E) CL TIMBER PILE GRADE / (TO BE REPAIRED) 3 w, , !�� `\ O & DEADMAN (TYP) (TYP) 3'x8" T&G BOARDS EXIS77NG ��. VEGETA 77ON / TBH 3.74' ♦ \ \ CL / EXISTING y N 4 ' \\ \ \ L CL ERODED GRADE SP-707 ♦ \\ \ 2 - Lij EXISTING ♦ - ` NATURAL PATHA, FA4 TO BE MAINTAINED IT I'-------------- - -------------- TO -----------T ILF ,, Il,= • • '`IT� MLW 1.55± N • TIS I� I ♦ — ML W 0.7± 4 = X3• Y 1 _ I I _ - ♦ / j" 0 ANCHOR TO 3 DEADMAN \ / (TYP) TBH 3.75 I I I I I I I --------------- OWNER/APPLICANT LAGOON BOTTOM I I I I I I I I 1 1 1 1 1 1 EL. APPROX. _ Y I I I I I I I I I I I I I I I I PECONIC LAND TRUST 2 L J-I- L-L196 HAMPTON ROAD_l k L_LL1J -I-L_ \ ~ ` _ I P.O. BOX 1776 ' lr lrJ TBH J.68 �' � ✓ ' 2 SOUTHAMPTON, NY 11969 \ EXISTING GUARD RAIL \ (TO BE REPAIRED) ` PENINSULA BULKHEAD RESTORATION SECTION AREA OF SP-107 (REPAIRED IN PLACE) ` _ DISTURBANCE 1�~ 0 1.5' 3' 6' ROCK AOC REI/ET.1.+_-''i ri SCALE: 1"-3' E 2 PROJECT MANAGEMENT LLC 5 PENINSULA BULKHEAD PLAN NOTE: 87 HIBERNIA AVENUE ROCKAWAY,N.7.5. 10' 07866 PHONE:(973)299-5200 FAX:(973)299-5059 f2p-m 1. REFER TO DWG SP-105.01 FOR STABILIZED GRADE DETAILS. www.E2PM.com ` SCALE: 1"=S' THIS DRAWING DO=S NOT BNQLAE NECESSARY COMPONENTS FOR CONS17RUCf10N SAFETY.ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT.THIS DRAWING AND THE DESIGN FEATURES DR CONSTRUCTION DISCLOSED ARE PROPRIFTARY TO E2 PROXiT MANAGEMENT LEGEND LLC AND SHALL NOT RE REPRODUCE],ALTERED OIL COPIED WITHOUT WRITTEN PERMISSION,SWILL 12 NOT BE USED IN ANY MANNER DETRIMENTAL TO ITS INTEREST AND SHALL BE RETIRNED LHON REQUEST. PROPERTY LINE INSTALL INSTALL ExisnNG PROPOSED ADJACENT PROPERTY LINE I - GW40V GEOWEB SOIL ATRA 20" SPEED STAKE ANCHORS - ERODED_ STABILIZED N.Y. ENGINEERING CERTIFICATE OF EXISTING SHORELINE + STABILIZATION SYSTEMTYp GRADE ( ) GRADE AUTHORIZATION No. 004627 10 (SEE DET. 2/SP-112) - PROPOSED STABILIZED BACKFILL I CERTIFY THAT THESE PLANS HAVE BEEN - - - 5 - - - - EXISTING GRADE ----••• ---- WETLAND INSTALL GEOTEXTILE FABRIC VEGETATION CL TIMBER PILE PREPARED UNDER MY SUPERVISION •• ••••••• & DEADMAN UMBER PILE (Typ) (TYP) (REF DET. SP-112) HIIIHI� MEAN LOW WATER LINE (MLW) (EL. 0.7f AMSC) UMBER & DEADMAN CL ( ) MEAN HIGH WATER LEVEL LINE(MHW)(EL. 1.551 AMSC) (TYP) TYPE II I12" TIMBER PILE � ``� . •.,,} ri BULKHEAD � PROP. RESTORATION i RE-VEGETATE AS NEEDED 12" LIMBER PILE 6 77MBER 26.9' _ C *� BULKHEAD (E)� ' ^ Z .�J� NT. 4 TBN 3.74 MBER - \ TIBULKHEA (E) s �4 SCOPE OF WORK 5 , :�. _•. -moi- r —��Ti =i - x : :.1)1 ��`��,�►>k „o`�t�` I � _....: INSPECT RODS AND 1 C� lrj 1 1. EXPOSE THE TOP 18" OF THE DEADMAN PILE AND THE 4" 0 TIE ROD FOR INSPECTION. 2 MHw 1.551 �° '`°•�'- - - - REPLACE IN PLACE IF �• , I REQUIRED ---=- -= -__ (DETAIL-A; SP-106) MLW 0.7f JOHN FERRANTE, P.E. N.Y. NO. 078282 2. REPAIR OR REPLACE DEADMAN PILE IN PLACE AND TIE ROD AS REQUIRED. DETAIL MLW 0.7t REGISTERED PROFESSIONAL ENGINEER SP_�07 3. BACKFILL ERODED AREAS BEHIND BULKHEAD AS PER DETAIL I I o SP-1.07 PROJECT NAME 4. COMPLETE THE FILL AND RE-PLANT. DETAIL I SP-107 ( I -2 I 5. TOTAL BULCKHEAD REPAIR :±42 PLOCK SHELLFISHER PRESERVE 42 LN. FT. I DEADMAN (E) DEADMAN (E) (REPLACE IF BLOCK OS; LOT 20. 12 6. ESTIMATED MAXIMUM BACKFILL t30 CY. DAMAGED OR DAMAGED OR -4 i - LAGOON Bore RorTEN) ROTTEN) PECONIC LAND TRUST (EL. APPROX.) LAGOON BOLT. I (EL. APPROX.) SOUTHOLD, NY 11971 NOTE: -6 l PENINSULA BULKHEAD SHALL BE REPAIRED IN PLACE, - SITE RESTORATION PROJECT WITH MINIMAL DISTURBANCE. _8 PHASE I EMERGENCY RESTORATION 5 2 PENINSULA BULKHEAD RESTORATION SECTION DRAWING TITLE SP-107 0 1.51 3' 6' BOX JETTY & INLET LAGOON BULKHEAD REHABILITATION SCALE: 1"=3' N Y S D E C SHEET 3 OF 3 APPROVED AS PER TERMS AND CONDITIONS OF NOTE: PERMIT D I CHECKED BY: IF DRAWN BY: OM 1. REFER TO DWG SP-105.04 FOR STABILIZED GRADE DETAILS. DATE SCALE: AS SHOWN SHEET NO: 8 OF 13 PkIt7O `� s PROJECT#: P-19-03-08 FIRST ISSUE: 4/25/2019 DRAWING NO. SP� l 07mO5 DECJn SCHEDULE OF REVISIONS LEGEND / / I REV. DATE DESCRIPTION OF CHANGES D BY CHK. // // / / / /r ! I - PROPERTY LINE 12" 77MBER PILE A 12/13/19 ISSUED FOR NYC DEC REVIEW OM IF tK IW ADJACENT PROPERTY LINE (INSPECT AND NEEDED) 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM IF TBH 5.50 / / // �/ ��i EXISTING SHORELINE ' TBH 5.6 t T lI�I 2 6/18/20 REVISED AS NOTED OM IF EXlYE G // i f( - - - F - - - EXISTING GRADE j" 77EBACK TO- 67x6" WHALER 76H 1.46 / �VEGE770N ( tj WOOD v EXISTING DEADMAN \ (n 3 10/10/20 REVISED PER DEC SEPT. 23 COMMENTS OM JF '�. (TOSN,tAIN)f / DE CA_ �. - - - MEAN LOW WATER LINE (MLW) LARGE RIP RAP (INSPECT TIE RODS AND W J14 DIA. BOLT 01C 4 03%30/21 REVISED AS NOTED OM IF TBH 7.48 Y y / �h / I �I STONES \ REPLACE AS NEEDED 4"x6" WHALER ,"� / � , �� MEAN HIGH WATER LEVEL LINE (MHW) \ ) 1 �/ _- PER DETAIL-A; SP-106 \ 5 07/27/21 REVISED PER DEC 7/13/21 COMMENTS + n p a OM JF I�� l,l BULKHEAD �` ;1 ✓ ",� j� �/ i >` � � 7._25 EXISTING ROCK REVETMENT TPYBER BREAKWATER �\ �' / :_, 2-23 // // / //! �" � � MHW EL. 1.55± .27 EXISTING GRAD/-E EL 1.5i` -F i ' ' iii III-III I I�i I 2 7.48 ,�(� � / � - -= - 12 MLW EL. 0.7t -„�..,..�..o". r `� 61-1D8 4X6" WHALER x4.37 ~�1.3 3/4" DIA. BOLT 0/C Ids CEADMAN 6"x6" WHALER WOOD DECK (INSPECT DEADhiAN N�a 5.54 ( I AND REPLACE AS r NEEDED) S 5.80 84 It 3..5 I -� -1 f \ 3"x8 T&G BOARDS 1 - � kXIS77NG ` IL I ( \\ 5.4 J VE�G'ETATIO� 1 + I t I 5.8? I (70 REM !IN) I \ �I / I OWNER/APPLICANT PECONIC LAND TRUST 296 HAMPTON ROAD P.O. BOX 1.776 SOUTHAMPTON, NY 11969 Ir ,' 8.14 - 5.88- - - - i TIDAL GATE & WEIR sP-101 TIMBER BULKHEAD SECTION TIDAL GATE & WEIR BULKHEAD PLAN s 0 1' z 4 (NOTE 1) SCALE: 1"=2' 0 5' 10' 20' E 2 PROJECT MANAGEMENT LLC SCALE: 1"=10' 87 5 IA ROCKAWAY,N.J.07866 PHONE: (973)299-5200 FAX:(973)299-5059NOTE: www.E2PM.com 1. NO INCREASES IN WEIR HEIGHTS AND LENGTH ARE PROPOSED. THISDRAWING DOES NOT INauDENECESSARY COMPONENTS�uRmNsrnuTloNSAFETY.ALL CONSTRUCPON MUST 13E DONE IN COMPLIANCE WITH THE OCCUPAT10NAL SAFETY AND HEALTH SOW IS TO REPAIR EXISTING BULKHEAD/WEIR MEMBERS IN-KINO. DESIGN EAT970 UREND ARCONLL SANOREaDISCL SEDARETD PRIErA YTOE2PRO)ECTMANANT.THIS AND THE DESIGN FEATURES OR CONSTRUCTION O[SQOUED ARE PRCPR[ETMY TO E2 PROJECT MAYPOEMENT LLC AND SHALL NOT RE REWOOULU,ALTERED OR COPIED WITHORIT WRITTEN PERMISSION,SHALL I NOT HE USED IN ANY MANNER DETRIMENTAL TO ITS INTEREST AND SHALL BE RETURNED UPON REQUEST. I 2. ESTIMATED VOLUME OF SEDIMENT TO BE REMOVED 363 CY. 3. SEDIMENTS AND DREDGING SPOILS FROM WEIR AND HATCHERY BOLDING SHALL N.Y. ENGINEERING CERTIFICATE OF BE STOCKPILED ON SITE AND SHOWN ON DWG SP-105.05. AUTHORIZATION NO. 004627 I CERTIFY THAT THESE PLANS HAVE BEEN SCOPE O F WORK 5 PREPARED UNDER MY SUPERVISION 1. INSPECT 4" 0 DEADMAN ANCHORS. REPLACE ALL DAMAGES CORRODED ANCHORS PER DETAIL 2. REPLACE ROTTED TIMBER PILES AS INDICATED ON DWG SP-106.05 t` 1 3. REPLACE 3x3T. WOODEN VERTICAL SCREEN SLOTS AT WEIR DETAIL 4. REPLACE EXISTING WIRE FENCE WITH VINYL COATED FENCE. 5. REMOVE SEDIMENT INSIDE WEIR AND HATCHERY BUILDING. . . ~ /-- WIRE FENCE EXISTING VEGETA TION -- EXISTING (TO BE REPLACED) (TO REMAIN) GRAVEL 6. DISPOSE SEDIMENTS ON SITE ALONG EXISTING JETTY BULKHEAD ACCESS ROAD (REF. SP-104). j f ' ROAD / �- HATCHERY BUILDING -/ 12 --- i JOHN FERRANTE, P.E. N.Y. N0. 078282 REGISTERED PROFESSIONAL ENGINEER to /�I •-- WOOD DECK PROJECT NAME � TIMBER WEIR I / / � 8 I 1 � I _ - E EL.7± PLOCK SHELLFISHER PRESERVE TBH 5.88f GRADE - LI l - = I t t 1 I=I BLOCK 0 5; LOT 2 0. 1 Z 77MBER WATER BREAK P E C O N I C LAND TRUST 4 SOUTHOLD, NY 11971 2 1 MHW EL. 1.551 II Y 1 IIII TBH 1.48'f . I II, I r / MAINTENANCE NCE DREDGIN- G ML EL. 0.7t (±20 ) - SITE RESTORATION PROJECT MAINTENANCE DREDGING (NOTE-2)0 (t2'-0°) CONCRETE WEIR CULVERT PHASEI NOTE-2 EMERGENCY RESTORATION -2 I / i , , I , SOUND BOTT. EL. APPROX. I / , , L � ' DRAWING TITLE -4 & II TIDAL ATE WEIR BULKHEAD__ _ - _ G 6 I I I �_ -- I` _ - -- REHABILITATION - /T j I i II 1 SHEET 1 OF 2 I b -s I( I I I I ! I I I I I I I_ I._l L I V I I I III I I I I I I L I I I. ► I I I NYSDEC CHECKED BY: IF DRAWN BY: OM -la 10 20 30 40 50 60 70 80 90 APPROVED AS PER TERMS SCALE: AS SHOWN SHEET NO: 9 OF 13 AND CONDITIONS OF PROJECT #: P-19-03-08 FIRST ISSUE: 4/25/2019 2 TIDAL GATE & WEIR DATE NT NO. --_- DRAWING NO. sPTIMBER BULKHEAD SECTION _ r 4 � ° lis -101 0 2' 4' SP � l 08 , 05 s �I I SCHEDULE OF REVISIONS 3x8" SHEE77NG T&G REV. DATE DESCRIPTION OF CHANGES DRAWN CHK. BY BY A 12/13/19 ISSUED FOR NYC DEC REVIEW OM IF 3j"x6" WHALER x 3 x3" SCREEN SLOTS ® 6" O.C. T 3j"x3j" POSTS 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM IF (TOTAL 11 ON EACH SIDE) (TO BE REPLACED) i 2 6/18/20 REVISED AS NOTED OM IF 6x6" WHALER I 3 10/10/20 REVISED PER DEC SEPT.23 COMMENTS OM IF 1 j"x9" WHALER (4-6' BETWEEN (TO BE REPLACED) LEVELS) I WIRE MASH FENCE 4 03/30/21 REVISED AS NOTED OM IF 5 07/27/21 REVISED PER DEC 7/13/21 COMMENTS OM IF 3 "x10" WHALER I I DQ X 8" TIMBER PILES CL WEIR 8" TIMBER PILESI 1777)' (Tw) (TTP) 12" DIA. PILE TOP OF BULKHEAD REPLACE IF I 12 DIA. PILE NECESSARY) I I TOP OF BULKHEADI 2 DETAIL SP-109 TIMBER PILES o 0.5' 1' 2' 3 DETAIL (TO BIE RACE CED SCALE: 1"=1' SP-109 9 0 0.5' 1' 2' 12.0' Std 12.0' SCALE: 1"=1' 0_Q d+ � 8" 77MBER PILES I (TYP) I OWNER/APPLICANT I PECONIC LAND TRUST TOP OF BULKHEAD 3 X3 z5'-0" POSTS 296 HAMPTON ROAD X P.O. BOX 1776 LARGE RIP-PAP LARGE RIP-PAP SOUTHAMPTON, NY 11969 4 )r6' WHALER � X W/RE MESH FENCE VINYL 6x6" WHALER COATED FENCING) TIMBER PILES 8" TIMBER PILES ( ) ( ) i E OIECT MANAGEMENT LL ` 2 P R C DREDGING �___ '�,\ —�,J � 12' DIA. PILE X ROCKAw YI NA].07866 O MAINTENANCE i '� ` ! \—Q �� �, �Q (REPLACE IF \ I PHONE:(973)299-5200 OF SEDIMENTS �� �� FAX: www.E2PM com5059 -- . � -� NECESSARY) i �� \ THIS DRAWING DOES NOT INCLUDE N-CESSARY COMPONENTS FOR CONSTRDCnON SAFETY.ALL S E CTI,IO N S-108 �t` ~�' J/ l�� --\> I CONST-(LP--TION MU5T 9E DONE IN COMPL.W.NCE WITH THE OCCUPATIONAL SAFETY AND HEALTH � �" ACT OF FEATURES AND ALL ANC CONSTRUCTION mSCLO S THERETO APIETARY TO THIS IE'-7 A AND THE \`—_//`� `✓ ---J �--. LICDE7AN SHALL N OR EREPRODUCED, ALTERED DARE PROPRIETARY TO LI PRO]ER MANAGEMENT Q \ !^1 I� LLC ANDSHAI I.NOT BENNRODOCED,NTEREDOR COPU�WITHOUT 41 BE R URN(SSION,SRWl NOT BE U5TU IN ANY MANNER DEiFtIhENTAL TO ITS INTEREST AND SH411.0E RERIRtItT)IRON REQUEST. � N.Y. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 004627 I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION GRADE J' I I I I i I- _ _ x3" VERTICAL SLOTS (TOTAL 11 EACH Q �Q \Q \ 6 x (TO BE EPLACED) y / SHORT WHALER 3x8"' TIMBER SHEETING (3'—O" LONG) } � 8'-0" OPEN r 3/4" DIA. 71E RODS 4 D ETAI L BACK TO DEADMAN JOHN FERRANTE' P.E. N.Y. N0. 078282 I 3/4" DIA. ROD 77E BACK �� Ir Q� SP-109 TO DEADMAN �� �/ �--� f (TYP) o o.s' r r REGISTERED PROFESSIONAL ENGINEER (Typ) ( �Q `� (INSPECT TIE RODS AND PROJECT NAME �J �J REPLACE AS NEEDED) SCALE: 1"=1' (INSPECT TIE RODS AND — Q Q c Q �Q �� REPLACE AS NEEDED) J x x� � PLOCK SHELLFISHER PRESERVE -- TIMBER PILES X6" WHALER ■ ( � I (TO BE REPLACED I � ��' / BLOCK 05 LOT 20. 12 6x6" WHALER 1 < 12" DIA. PILES IN PLACE) )Q,— /� " " a' DIA. PILE PECONIC LAND TRUST (TYP. OF 13) I )`�-� 1 , 6x6 WHALER 8' DIA. PILE (REPLACE IF \ (REPLACE IF NECESSARY) NY 11971 NECESSARY) NECESSARY) ��D TOP OF BULKHEAD I AA SITE RESTORATION PROJECT � cl PHASE I 4' WIRE FENCEEMERGENCY R E STO RATI 0 N ( �\ X——— X--—— — — ———X— X— —X } �Q' (REPLACE IN PLACE 1"x8" T/B WITH VINYL COATED FENCING) COMPOSITE PLAS77C SHEE77NG DRAWING TITLE r 22.0' 4'mx6" WHALER TIDAL GATE & WEIR BULKHEAD 3 I I I I I I REHABILITATION S-109 3 z3j" POSTS SHEET 2 OF 2 I I I I (TYP OF 10) CONCRETE CULVERT FROM NYSDEC CHECKED BY: IF DRAWN BY: OM HA TCHERY FLUME APPROVED AS PER TERMS SCALE: AS SHOWN SHEET NO: 10 OF 13 AND CONDITIONS OF PROJECT#: P-19-03-08 FIRST ISSUE: 4/25/2019 PERMIT NO. 1 EXISTING TIDAL GATE & WEIR PLANDETAIL Ale- DRAWING NO.DATE s a SP-109 (REPAIRED IN PLACE) SP-1091 n Fm 0 1.5' 3' 6 0 0.5' 1' 2' • SCALE: 1"=3' F--JCA'LE-1 DEC ,. SCHEDULE OF REVISIONS REV. DATE DESCRIPTION OF CHANGES DRAWN CHK. BY BY A 12/13/19 ISSUED FOR NYC DEC REVIEW OM IF EXIST. i EGET4770N (TO REMAIN) 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM IF 2 6/18/20 REVISED AS NOTED OM IF 3 10/10/20 REVISED PER DEC SEPT. 23 COMMENTS OM IF �— 4 03/30/21 REVISED AS NOTED OM IF AOD -1 f'' 5 07/27/21 REVISED PER DEC 7/13/21 COMMENTS OM IF { (10,154 SF) ' EXIS77MG NATURAL PA : ' TYPE II PLANTING TYPE I PLANTING B&JEONE MAIN� ±12 FT RESTORATION AREA ` 12 TIMBER PILE PLANT WITH TYPE I /+ 4f�� - s BOX JETTY RESTORATION AREA PLANT WITH TYPE II r • �i - , ",. - _.; �� r I �� ••� ='J , PLANT WITH TYPE IT TIDAL LAGOON BULKHEAD RESTORATION AREA TEMPORARY — PLANT WITH TYPE I :~ CONSTRUCTION r�l SOX IETJ Y �—� E,/STJftjG - . ' " ' . -ATO BE RESTORED) / MHW EL. 1.55± ANL) RE Mp�ED ML EL. a7± -- — r �. . . . . . . : : : - CED) 5TABILIZEQ �J I PECONIC LAND TRUST Zx C� erJLKH�Ao _ t d _ . -�,- `\\ SLOPE 296 HAMPTON ROAD k P.O. BOX 1776 EXCAVATE A 2 FT STRIP SOUTHAMPTON, NY 11969 DEADMAN ( I� TIE-BACK TO INSPECT THE _ LgGGGN —__,� \ STEEL ROD BACKFILL WITH 3 EXCAVATES SOIL BOARDS LAGOON BOTTOM EL. 5.0.±LET (TYP) - INLET LAGOON BULKHEAD PHASE - II Ld 5 RESTORATION AREA- 1 U E 2 PROJECT MANAGEMENT LLC 87 , AVENUE f2P_M 1 40' ROCKAWAYKAWAYN.).07866PHONE: (973)299-5200 FAX:(973)299-5059 1"=20' — www.E2PM.com TYPICAL R E-V E G ETAT I O N PLANTING D ETA.I L THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY, ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ■Y�_ ALT OF 1970 4.NC ALL RULES AND REGULATIONS THERETO APPURTENANT.THIS DRAWING AND THE 1 DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2 PROJECT MANAGEMENT N.T.S. LLCAND SHALL NOT BE REPRODUCED,ALTERED OR COPIED WITHOUT WRITTEN PERMI5510N,SHALL I J10 NOT BE USED IN ANY MANNER DETRIMENTAL TO ITS INTEREST AND SHALL BE RETURNED UPON REWFST. N.Y. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 004627 I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION AOD -2 (427 SF) TABLE_ 1 RE-VEGETATION PLANTING -A f. ,�r a 1 TYPE II PLANTING Type of Plant US DA Recommendations Size of Plug Spacing Common native coastal restoration species. High salt JOHN FERRANTE, P.E. N.Y. NO. 078282 tolerance. Extensive root system to hold substrate together. REGISTERED PROFESSIONAL ENGINEER EXIST LEGETA ••�. ��`�� I i (TO RENIAIN)TION Spartina patens (Salt Meadow Cordgrass) 2" 36"Typically grows directly above S. alterniflora in the next zone PROJECT NAME = up. Common native dune restoration species. High salt tolerance. 18" x 18" PLOCK SHELLFISHER PRESERVE II Ammophilia brevigulata (American Beachgrass) Extensive root system to hold substrate together. Typically 2 to 3 individualstaggered rows, BLOCK 05; LOT 20. 12 grows further up from the tidal zone on dunes. culms per hole gTl deep PECONIC LAND TRUST III� SOUTHOLD, NY 11971Baccharis halimifolia (Groundsei) Fast growing. high salt tolerance. tubeling 5� t- •\%S1060st SITE RESTORATION PROJECT - � PHASE I EMERGENCY RESTORATION DRAWING TITLE SITE RESTORATION & PLANTING PLAN N YS D E C CHECKED BY: IF DRAWN BY: OM APPROVED AS PER TERMS SCALE: AS SHOWN SHEET NO: 11 OF 13 A —I AND CONDITIONS OF PROJECT #: P-19-03-08 FIRST ISSUE: 4/25/2019 As RESTORATION AREA- 2 PERMIT NO,• DRAWING NO. DTE Q 0 10' ZO' 40' SCALE: I"=20' SP- 1 10005 DFC 2 2921 Imo, t, SCHEDULE OF REVISIONS NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR I PAVEMENT �^ PAVEMENT FLDW ,, REV. DATE DESCRIPTION OF CHANGES DRAWN CHK. BY BY SOIL EROSION AND SEDIMENT CONTROL NOTES EXISTING _1 FILTER /_N;., v f AFLE BERM A 12/13/19 ISSUED FOR NYC DEC REVIEW OM IF GRIJUND CI-L'TH F'R_..x?.�,1.!�' tC'°TIC'JA'L) 'S � 4' VERTICAL FACE 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM IF 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL,AND WILL BE IN PLACE SI'N'N PRIOR TO ANY MAJOR SOIL DISTURBANCE,OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL II Ui�I�3�a�ir.I^II. 2 6/18/20 REVISED AS NOTED OM IF PERMANENT PROTECTION IS ESTABLISHED. N,JI IU ",CALL EXISTING JV M,N. DRAINAGE AREA NO MORE THAN I/4 ACRE PER 100 FEET 3 10/10/20 REVISED PER DEC SEPT.23 COMMENTS OM IF 2. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN THIRTY(30) DAYS AND NOT GROUND ' C; STRAW FALE DIKE M' SLOPES LESS TUAN 2SY. SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE %if1�3';�? "" - 4 03/30/21 REVISED AS NOTED OM IF SEASON PROHIBITS TEMPORARY SEEDING,THE DISTURBED AREA WILL BE MULCHED WITH STRAW OR THEY I? .N 121HIh EXIST IU' i a�. 5 07/27/21 REVISED PER DEC 7/13/21 COMMENTS OM IF HAY AND TACKED IN ACCORDANCE WITH THE NEW YORK STANDARDS. SEE NOTE 21 BELOW. PAVEVENT ANGLE FIRST STAKE IOWAPDS PREVIi'IJSLY LAID SALE. 3. PERMANENT VEGETATION IS TO BE ESTABLISHED ON EXPOSED AREAS WITHIN TEN(10)DAYS AFTER E PLAN_VIEW FINAL GRADING. MULCH IS TO BE USED FOR PROTECTION UNTIL VEGETATION IS ESTABLISHED. SEE NOTE 10'M'.PL FLCIW ,. 22 BELOW. INITIAL _CAL _ !' -^ BOUND PALES PLACED 4. IMMEDIATELY SLOPES,SANDYLLOWING SOILS,WET CONDISTURBANCE OR ITIONS)SUBJECT TOUGH O EROSION ING. ALL WILL RECEIVE A TEMPORARY SEEDING IN '� i'I`" tl f h CONTOUR. CONSTRUCTION SPECIFICATIONS � �-"'`�.,,, ACCORDANCE WITH NOTE 21 BELOW. ��=-=�-�� 2 RE-PARS, STEEL PICKL'TS 5. TEMPORARY DIVERSION BERMS ARE TO BE INSTALLED ON ALL CLEARED ROADWAYS AND EASEMENT 1- STONE SIZE - USE 1-4 INCH STL'VE, QR RECLAIMED CR RECYCLE 1• CONCRETE _-,- OR 2'X2' STAKES PLACED AREA. SEETHE DIVERSION DETAIL. EOuIVAL ENT. -^''r1 1 1/2' TO 2' 1.4 GROUNC " = DRIVE STAKES El.U,-,H WITH 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SfN'.••L£ RESICrl;CF, LOT WHERE t, TOP OF BALE. 6. PERMANENT SEEDING AND STABILIZATION TO BE IN ACCORDANCE WITH THE"STANDARDS FOR 30 FONT MINIMUM LENGTH WC l:-D APPLY). ANC F ??TN�}F'TA, PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION COVER'. SPECIFIED RATES AND LOCATIONS NOT TO SCALE SHALL BE ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. 3. THICKNESS - NOT LESS THAN SIX <6) INCHES. n g 4. Wis'1TH - TW-,I.VE' <1.) FAIT MI.''KIM, PUT F IT LESS IVA.N THE' rui.L WIDTH AT CONSTRUCTION I❑N SPECIFICATI❑NS 7. THE SITE SHALL AT AL TIMES BE GRADED AND MAINTAINED SO THAT ALL STORM WATER RUNOFF IS PAINTS WHEkE INGkESS OR EGRFSS OCCURS. TWENTY-FOUR (2;) Fi,I]T IF Slr:r:LE DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. CNTRANGF TO SITE. 8. ALL SEDIMENTATION STRUCTURES(SILT FENCE,INLET FILTERS,AND SEDIMENT BASINS WILL BE INSPECTED C 1. BALES SHALL. EE PLACED AT T)!': TOE ❑r A SLOPE OR ON THE CONTOUR Ati^ IN A 5. GEOTE�XTILE - WILL BE PLACED' CVER THE ENTIRE A,FA PRIOR TO PLACIN5 OF STONE-. ROW WITH ENDS TIG"TLY APUTTMG THE ADJACENIT PALES. AND MAINTAIN DAILY. 6- SURFACE WATER - /'ALL SURFACE WATER FLEVING OR DIVERTED TO1i AQD C+-,,- 2. EACH BALE SHALL BE EMFEDDED PJ THE SC:L A MIN:V 01" OF (4) INCHES, AND 9. STOCKPILES SHALL NOT BE LOCATED WITHIN 50'OF A FLOODPLAIN,SLOPE,DRAINAGE FACILITY,OR STRUCTIQN ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS PLACED SIJ THE BINDI SS ARE HVRIZ❑NTA;.. KPRACTICAL, A MO:, .TABLE BEAM WITH SLOPES WILL BE PERMITTED ROADWAY. ALL STOCKPILE BASES SHALL HAVE A SILT FENCE PROPERLY ENTRENCHED AT THE TOE OF 3. BALES SHAi.L BE SECL%ZELY ANIff'4ErD IN PLACE BY EITt+ER TWO STAKES CR SLOPE. 7. MAINTENAINCE - THE ENTRANCE SPALL BE MAINTAIN`_D IN A CONDITION WHICH WILL Jar-TARS DRIVEN TPR-7,MH THE BALE, THE FIRST STAKE IN EACH BALE SuA'-L PREVENT TRACKING Cit FLO.IINS OF SEMY NT ❑,NTO PUBLIC RICt!aTS-OF-WAY, ALL FF DRIVEN TOWARD THE: PREVICiJSLY LAID BALE AT AN ANGLE TO FARCE THE 10. A STABILIZED CONSTRUCTION ACCESS WILL BE INSTALLED,WHENEVER AN EARTHEN ROAD INTERSECTS SEDIMENT SPILLED. DROPPED. WASHCD EI; TRACKED GNIO PUBLIC RIGHTS-C?'-WAY WITH A PAVED ROAD. SEE THE STABILIZED CONSTRUCTION ACCESS DETAIL AND CHART FOR DIMENSIONS. MUST BE R'EMDVED IYVEDIATELY. BALES TOGETHER. STAKES SHALL B£ DRIVEN FLUSH WITH TW.- BALE. a_ W1IWN Wnst?ITt!<G IS REQ'J1RLD, IT SHALL b' DCt.r ON A AREA STABILIZED vjT!I SIG':£ 4. INSPECTION SHALL BE FRCCUENT AND REPAIR REPLACEMrtNT SHA„,L PE M><;DE 11. ALL NEW ROADWAYS WILL BE TREATED WITH SUITABLE SUBBASE UPON ESTABLISHMENT OF FINAL GRADE AND WHISH YQAIN; INTO AN APP!?DVEII S�IIIMCN7 TReA AIZ G DEVICE. PROMPTLY AS NEEDED, ELEVATIONS. 9. PERIODIC INSPECTION AND NEED-D MAINTENANCE SHALL BE PROVIDED AFTER EACH 5. BALES SHALL PE REP-mED WH-_N THEY HAVE SERVED THEIR USSFULLNESS SO 12. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. PAIN, AS NOT TO PLOCK OR I"FmEDE STC qM FLOW OR DRAINA'E, 13. BEFORE DISCHARGE POINTS BECOME OPERATIONAL,ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED OWNER/APPLICANT AS REQUIRED. 14_ ALL DEWATERITVG OPERATIONS MUST BE DISCN.ARCEr3 DIRECTLY INTO A SEDIMEDIT FILTFa,aF��.. TWEPECONIC LAND TRUST FILTER SHOULD BE COMPOSED OF A FABRIC OR APPROVED MATERIAL. SEE THE DEWATERING DETAIL. STABILIZED CONSTRUCTION 2 HAYBALE 296 HAMPTON ROAD 15. ALL SEDIMENT BASINS WILL BE CLEANED WHEN THE CAPACITY HAS BEEN REDUCED BY 50%. A CLEAN SP-111 ENTRANCE SP-111 N.T.S. P.O. BOX 1776 OUT ELEVATION WILL BE IDENTIFIED ON THE PLAN AND A MARKER INSTALLED ON THE SITE. N.T.S. SOUTHAMPTON, NY 11969 16. DURING AND AFTER CONSTRUCTION,THE APPLICANT WILL BE RESPONSIBLE FOR THE MAINTENANCE AND UPKEEP OF THE DRAINAGE STRUCTURES,VEGETATION COVER,AND ANY OTHER MEASURES DEEMED APPROPRIATE BY THE DISTRICT. SAID RESPONSIBILITY WILL END WHEN COMPLETED WORK IS APPROVED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 17. ALL TREES OUTSIDE THE DISTURBANCE LIMIT INDICATED ON THE SUBJECT PLAN OR THOSE TREES WITHIN THE DISTURBANCE AREA WHICH ARE DESIGNATED TO REMAIN AFTER CONSTRUCTION ARE TO BE PROTECTED WOVEN WIRE FENCE WITH TREE PROTECTION DEVICES. SEE THE TREE PROTECTION DETAIL. (VIN. 14 GAUGL. W/ MAx. 6' MEAN 18. THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MAY REQUEST ADDITIONAL MEASURES TO MINIMIZE ON 20' MAY. C. TO C. $PACING% SITE OR OFF SITE EROSION PROBLEMS DURING CONSTRUCTION. G^ 19. THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MUST BE NOTIFIED,IN WRITING,AT LEAST 72 HOURS `_-R POSTS DRIVEN N.I`v. 16'36' M;e4- t.ENGTP FENCE VEGETATIVE PLA`aTI;`2.,.� CR OTHER PRIOR TO ANY LAND DISTURBANCE,AND A PRE-CONSTRUCTION MEETING HELD, 1 ( . EROSION CDNTRO± TECH-HUES INTO GR';UND r I WILLOW rRUSH LAYER 20. TOPSOIL STOCKPILE PROTEC110N (APPLY DURING GROWING SEASON) ,T --; HEIGHT OF FILTER i/2' TO 2' IN CIA-11-TER \� EROSION E 2 PR07ECT MANAGEMENT LLC I - CON'PDL A) APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ.FT. I� '" IC`' MIN. \ 1 PROCUCT, IF ' - I )�.� 87 HIBERNIA AVENUE B) APPLY FERTILIZER(10-20-10)AT A RATE 11 LBS.PER 1000 SQ. FT. i .tia " ` w 7 ' EXCAVATE SHA' ^ +T• r.! SPELL'IED ROCKAWAY,N.I.07866 r, C) APPLY PERENNIAL RYEGRASS SEED AT 1 LB.PER 1000 SQ. FT AND ANNUAL RYEGRASS `+ y��4 + + a Q`� W W 6' F!N. SHALLOW TK`N4H \ . �/ �W�,.,. �,. \ PHONE:(973)299-5200 .�-�- r AT 1 LB.PER 1000 SQ.FT. <S4 " W w ,� W " HERBACEOUS PLUGS AS $L FC1F IED q - FAX:(973)299-5059 �a-.« •. .'fit' ,N„fM�'"" r 9GAUGE GA:.VANIZEII WIRE y- s };: wwW.E2PM.com D) MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS.PER 1000 SQ. FT. PERSPECTIVE VIEW a E) APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH RASEFLQV ti {, - (}' THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR WNSTRU_'TiDNS .ALL L.5 \�`•,` CONSTRUCTION MIS B-DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND NFALTH F) PROPERTY ENTRENCH A SILT FENCE AT THE BOTTOM OF THE STOCKPILE. F-36' MIN. FENCE POST--� ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT.THIS DRAWING AND THE WIFt:,. Fi.Fti~y F (i`�I 'I%. DE5I6N FEATURES OP.CON-7RUCTION DISCI OS® PROPRIETARY OPRIETARY TO E2 FRCJECT KANAGBIEW WOVEN j 4 LLC AND%%ILL NOT BE REPRODUCED,ALTERED OR COPIED WITHOUT WRMrm PERMISSION,%va APPLY DURING GROWING SEASON GA3JGE W/ W4X. 6' MESH 21. TEMPORARY STABWZATION SPECIFICATIONS NOT BE USED IN ANY MANNER DETRIMFNTg1 TO ITS INTEREST AND SHALL BE RETURNED IRON REQUEST. ( ) SPACING) WITH FILTER CLOTH ,I A) APPLY GROUND LIMESTONE AT A RATE OF 90 LBS. PER 1000 SQ.FT. Plp.� B) APPLY FERTILIZER(10-20-10)ATA RATE 11 LBS.PER 1000 SQ. FT. ~'-"V UNDISTUR271) GROUND �_ HARDWOOD PDSTS N.Y. ENGINEERING CERTIFICATE OF C) APPLY PERENNIAL RYEGRASS SEED AT 1 LB.PER 1000 SQ. FT AND ANNUAL RYEGRASS COMPACTED SOIL ^" f � 2' X 2' X 3' AUTHORIZATION No. 004627 AT 1 LB.PER 1000 SQ. FT. EMPE'D f ILTEP CLOTH jfi'MIN• T�N I CERTIFY THAT THESE PLANS HAVE BEEN D) MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS.PER 1000 SQ. FT. A MIN OF 6' IN GROUND, ,a S`CT'� PREPARED UNDER MY SUPERVISION E) APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR MAY MULCH t'GL-T "-SGA 22. PERMANENT STABILIZATION SPECIFICATIONS (APPLY DURING GROWING SEASON) CONSTRUCTION SPECIFICATIONS CONSTRUCTION S P E C I F I C A T I N S A) APPLY TOPSOIL TO A DEPTH OF 5 INCHES(UNSETTLED) B) APPLY GROUND LIMESTONE ATA RATE OF 90 LBS.PER 1000 SQ.FT.AND WORK FOUR INCHES INTO SOIL 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 1. EXCAVATE A S14ALLOW TRENCH SLIGHTLY BELOW BASEFLOW OR A 4' TRENCH �' } �'- ON SLtI�E CONTCJRS, C) APPLY FERTILIZER(10-20-00)AT A RATE 11 LBS. PER 1000 SQ.FT. IJT2 STAPLES. POSTS SHALL 2E STEEL BITE .R T OR U' TYKE OR HARDWOOD. D) APPLY SESC MIX#16 SEEDING MIXTURE(80%TURF TYPE TALL FESCUE/10%PERENNIAL RYE/ 2- FILTER CLOTH TO BE FASTENtD SECURELY TO WOVEN WIRE FENCE WITH TIES 2. PLACE THE ROLL IN THE TRENCH AND AN'CH10R WITH 2' x 2' PuSTS PLACED ON 10%KENTUCKY BLUEGRASS SEEDED AT A RATE OF 200 LBS PER ACRE. SPACED EVERY 24' AT TOP A`T-" MID SECTION. FENCE SHALL BE WOVEN WIPE. BOTH SIDES QT THE RML AND SPACED LATERALLY ON 2' TO 4' CENTERS. W 6' MA XIM'JM M':SH OPENING. TRIM THE TOP OF TPP: POSTS EVEN WITH TN=' EDGE Cr- THE ROLL, IF NFCESSAF<Y. E) MULCH STOCKPILE WITH STRAW OR HAY AT A RATE OF 90 LBS PER 1000 SQ. FT. FJ APPLY A LIQUID MULCH BINDER OR TACK TO STRAW OR HAY MULCH. 3 WHEN TWO SECTIONS SIF FILTER CLOTH ArJOIN EACH OTHER Tl1EY SHALL F£ OVER- 3. NOTCH THE PCSTS AND TiC TC°iETHCR, ACROSS THE R'7LL, WITH 9 GA!JGE "" { ` Y LAPPED BY SIX INKS AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, GALVAVIZED WIRE OR 1/LB' DIAYETER BRAIDED NYLON ROPE..' . ~ 23. SEEDING FOR NON-GROWING SEASON STABILIZATION MIRAFI 100X, STA?ILiNKA TI40N., OR APT'RDVED EC:JIVALEFtT. 4. PLACE SOIL FXCAYATEfi FRI1�! ?NF TR:'t;Cti j95NEND THP' ROLL AND HAND TAMP. PLANT : rti�_ABR.`CATED U,'ITS SKALL PrET THC M,NEIYUM, RS''G:JIREMENTS SHOWN �+'I'`` k''Ps=E-= rah=� 'S C=- !.";?03Y VLGETATIC."q AS S-EClTIc: ELSc HVn IF, Tom` / A) APPLY GROUND LIMESTONE AT A RATE OF 90 LBS.PER 1000 SQ. FT. CONTRACT DOCUMENTS. VEGETATION SHALL B7 PLACED IMMEDIATELY ADJACENT TO THE B) APPLY FERTILIZER(10-20-10)AT A RATE 11 LBS.PER 1000 SQ.FT. 5. MAINTENANCE SHALL BE PERF^+uED AS NEEDED AND MATERIAL BEHOVED 4IHEN ROLL TO PROMOTE RC"T GROWTH INTO THE FIBER, HERBACEOUS VEGETATION, IF C) MULCH WITH UNROTTED SMALL-GRAIN STRAW OR SALT HAY AT 2 TONS PER ACRE 'BULGES' DEVELOP IF3 THE SIL' FENCE. SPECj'IED° SpTALL DE PLANTED INTO I LIE' FIBER ROLL. JOHN FERRANTE, P.E. N.Y. NO. 078282 SPREAD UNIFORMLY AT 90 LBS.PER 1000 SQ.FT. REGISTERED PROFESSIONAL ENGINEER D) APPLY A LIQUID MULCH BINDER SUCH AS ORGANIC AND VEGETABLE BASED BINDERS OR SYNTHETIC BINDERS IMMEDIATELY AFTER SEEDING. APPLY AT RATES AND WEATHER 5 SILT FENCE 6 COIR LOG FIBER ROLL PROJECT NAME CONDITIONS RECOMMENDED BY THE MANUFACTURER. SP-111 N.T.S. SP-111 N.T.S. REQUIREMENTS FOR DUST CONTROL PLOCK SHELLFISHER PRESERVE 1. CONTRACTOR SHALL EMPLOY MEASURES TO CONTROL BLOWING AND MOVEMENT OF DUST FROM EXPOSED BLOCK 05; LOT 20. 12 SOIL SURFACES,AS NECESSARY. 2. METHODS FOR CONTROLLING DUST SHALL INCLUDE MULCHES,VEGETATIVE COVER, SPRAY-ON ADHESIVES, LAND TRUSTES, VARIABLE TILLAGE,SPRINKLING, BARRIERS,CALCIUM CHLORIDE,AND STONE COVER. Q ! STOCKPILE TOP AND SIDES TO BE SO UTH O LD, NY 11971 3. DUST CONTROLS SHALL COMPLY WITH NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL (BADLES OR SIT FENCE) IMMEDIATELYEDIMENT BARRIER5� TEMPORARY SEEDABETC.ILIZED WITH AS SPECIFIED (TYPICAL) P+;• " I,<:x .i' r , Y. .•�;��< STOCKPILE %�'r.., �sLOPE SITE RESTORATION PROJECT EXISTING GRADE SECTION X- X PHASE I SEDIMENT BARRIER X EMERGENCY RESTORATION (BALES OR SILT FENCE '" •aq (TYPIC L) " ' y DRAWIN O G TITLE ray /l"i 1 /1 I. ham+ `F,. t J J ,! �`r: v' /,'.. �� In � - r, fir, � . .'�f��'��i ". ; 4' HIGH ORANGE SAFETY FENCE ' ,K;` x' r Fy ` r. .,� , f "StOC`KP,ILE' SOIL EROSION AND SEDIMENT CONTROL TO BE PLACED AT DRIP LINE F TR .`� ' R ; ' : V w s;. NOTE AND D 0 EES. - � �" �,� .,� ,� , S ETAILS 1 /�4�i t 'r✓�" Y 5 rx X_ N YS D E C CHECKED BY: IF DRAWN BY: OM NOTES: PLAN VIEW APPROVED AS PER TERMS SCALE: AS SHOWN SHEEP NO: 12 OF 13 1. STOCKPILES TO BE PLACED AS DETERMINED IN THE FIELD. AND CONDITIONS OF 2. STOCKPILES NOT TO BE PLACED IN AREA WITH CONCENTRATED FLOW, PERMIT NO. PROJECT#: P-19-03-08 FIRST ISSUE: 4/25/2019 I WETLANDS, EXTREME SLOPE,OR WITHIN 100 FEET OF A NATURAL STREAM. 3. TOPSOIL IS TO BE STOCKPILED SEPARATELY FROM OTHER EXCAVATED MATERIALS. DRAWING NO. ` 7 TREE PROTECTION FENCING 8 TYPICAL STOCKPILE CONSTRUCTION SP-111 N.T.S. SP-111 N.T.S. DEC ?_ SP� l 11 ■ 05i a SCHEDULE OF REVISIONS REV. DATE DESCRIPTION OF CHANGES DRAWN CHK. BY BY GENERAL NOTES A 12/13/19 ISSUED FOR NYC DEC REVIEW OM JF ENVIRONMENTALZSESC/NOISE/DUST NOTES 1 3/12/20 ISSUED FOR NYC DEC REVIEW OM JF i 1. THE CONTRACT DOCUMENTS, PARTICULARLY THE PROJECT DRAWINGS, MAY NOT REPRESENT ALL SURFACE AND 1. THE SUBCONTRACTOR SHALL PLAN FOR AND PROVIDE COMPREHENSIVE ENVIRONMENTAL PROTECTION MEASURES FOR 2 6/18/20 REVISED AS NOTED OM IF SUBSURFACE CONDITIONS AT THE SITE AND ADJOINING AREAS. THE KNOWN SURFACE AND SUBSURFACE CONDITIONS THE DURATION OF THE PROJECT. THESE MEASURES WILL BE DESIGNED AND INSTALLED TO PREVENT POLLUTION OF ALL 3 10/10/20 REVISED PER DEC SEPT.23 COMMENTS OM IF ARE AS INDICATED, AND SHALL BE COMPARED WITH ACTUAL CONDITIONS BEFORE COMMENCEMENT OF WORK. IN-FIELD MEDIA AND CORRECT CONDITIONS THAT DEVELOP DURING THE NORMAL EXECUTION OF THE SOW. THE SUBCONTRACTOR IDENTIFICATION OF ITEMS OF CONCERN WILL INCLUDE ALL UTILITIES. SHALL CONFINE ACTIVITIES TO WITHIN THE LIMITS OF THE WORK INDICATED OR SPECIFIED. THE SUBCONTRACTOR ATRA ANCHOR. ENGAGE ARM OF ATRA 4 03/30/21 REVISED AS NOTED OM IF SHALL TAKE ALL MEASURES NECESSARY TO ENSURE REMOVED HAZARDOUS MATERIALS DO NOT MIGRATE OFF SITE. STAKE CLIP WITH GEOWEB CELL WALL. S 07/27/21 REVISED PER DEC 7/13/21 COMMENTS OM 2. OWNER REPRESENTATIVE WILL ISSUE A PERFORMANCE CONTRACT FOR THE"COMPLETE" DEMOLITION OF THE SITE; JF THEREFORE,THE SUBCONTRACTOR IS URGED TO BECOME FULLY FAMILIAR WITH THE SOW, PROJECT SPECIFICATIONS, 2• FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT AND PERFORM ALL WORK REQUIRED FOR THE PROTECTION OF THE PROJECT DRAWINGS AND THE SITE. THE NATURE OF DEMOLITION PROJECTS REQUIRES THE SUBCONTRACTOR TO ASSUME ENVIRONMENT DURING THE EXECUTION OF THE SOW. IN ORDER TO PREVENT AND PROVIDE FOR ABATEMENT AND THE RISKS FOR UNKNOWN CONDITIONS. DEFINING ALL CONDITIONS AND QUANTITIES IS NOT REALISTIC,AND THIS IS CONTROL OF ANY ENVIRONMENTAL POLLUTION ARISING FROM THE DEMOLITION ACTIVITIES IN THIS CONTRACT, THE - - -- -- -- -.___ _ __ ___ - _ - - __ • _ __ CONSIDERED NORMAL IN THE DEMOLITION/ABATEMENT SECTOR. THEREBY,THE SUBCONTRACTOR'S EXPERIENCE AND SUBCONTRACTOR AND HIS SUBCONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS PROVIDE ATRA KEY CONNECTION FOR EACH END -I•;�r=. ;� '� � '-��'� AND REGULATIONS. EXPERTISE ARE FUNDAMENTAL IN THE ABILITY TO PRICE THIS PROJECT ACCORDINGLY. 3. TO END AND INTERLEAF CONNECTION (EYP) OWNER REPRESENTATIVE WILL PROVIDE LIBERAL ACCESS OPPORTUNITIES FOR THE SUBCONTRACTOR WALKTHROUGH 3. PREVENT THE EROSION OF EXPOSED SOILS IN ACTIVE DEMOLITION AND CLEARED AREAS BY IMPLEMENTING THE SOIL EROSION AND SEDIMENT CONTROL (SESC) MEASURES FOUND ON THE PROJECT DRAWINGS, AND IN ACCORDANCE WITH AND INSPECTION. THE OWNER WILL THEREFORE ASSUME THAT THE SUBCONTRACTOR WILL BECOME FULLY FAMILIAR Q WITH THE PROJECT SITE REQUIREMENTS. THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL(LATEST VERSION). 4. THE SUBCONTRACTOR SHALL, AT A MINIMUM, COMPLY WITH THE CONSTRUCTION SEQUENCE AND SESC IMPLEMENTATION GEOTEXTILE (IF REQ'D) 4. IF EXISTING ACTIVE UTILITY SERVICES ENCOUNTERED ARE NOT INDICATED OR OTHERWISE MADE KNOWN TO THE SCHEDULE PROVIDED ON THE PROJECT DRAWINGS. NO SITE WORK SHALL BEGIN UNTIL THE SESC MEASURES SPECIFIED SUBCONTRACTOR AND INTERFERE WITH THE SOW, THE SUBCONTRACTOR SHALL NOTIFY THE OWNER AND REQUEST ON THE PROJECT DRAWINGS ARE INSTALLED PER THE DRAWINGS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE DIRECTION ON THEIR DISPOSITION. IN ADDITION,THE SUBCONTRACTOR SHALL TAKE IMMEDIATE STEPS TO ENSURE THE STANDARDS FOR SESC IN NEW YORK(LATEST VERSION). - A SERVICE PROVIDED IS NOT INTERRUPTED (AT NO ADDITIONAL COST TO THE OWNER), AND SHALL NOT PROCEED WITH SECTION A THE WORK UNTIL WRITTEN INSTRUCTIONS ARE RECEIVED FROM THE OWNER. 5. THE OWNER REPRESENTATIVE SHALL INSPECT THE SESC MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR COMPLIANCE WITH THE SAID SPECIFICATIONS. SHOULD DEFICIENCIES BE IDENTIFIED, THE OWNER MAY REQUEST 5. GENERAL ACCESS TO THE SITE AND GENERAL SITE SECURITY WILL BE PROVIDED BY THE OWNER. SECURITY OF THE MODIFICATIONS TO THE SESC MEASURES AT NO ADDITIONAL CHARGE TO THE OWNER. SUBCONTRACTOR'S WORK AREAS, OFFICE, EQUIPMENT, MATERIALS, AND SUPPLIES WILL BE THE RESPONSIBILITY OF THE B SUBCONTRACTOR. 6. EXCAVATION SHALL NOT BE INITIATED AT A GIVEN LOCATION UNTIL THE METHOD AND SEQUENCING OF ALL OPERATIONS ARE APPROVED BY THE OWNER. THE SUBCONTRACTOR SHALL SCHEDULE AND CONDUCT THEIR OPERATIONS TO MINIMIZE 6. WORK AREA TO BE DEFINED BY SUBCONTRACTOR, SHALL BE RESTRICTED ONLY TO AUTHORIZED, TRAINED, AND EROSION OF SOILS AND TO MINIMIZE SILTING AND MUDDYING OF CATCH BASINS ADJACENT TO OR AFFECTED BY THE WORK. PROTECTED PERSONNEL. THESE MAY INCLUDE SUBCONTRACTOR'S EMPLOYEES, OWNER, STATE,AND LOCAL INSPECTORS, , `✓ AND ANY OTHER DESIGNATED INDMDUALS. 7. THE OWNER REPRESENTATIVE HAS THE AUTHORITY TO LIMIT THE SURFACE AREA OF ERODABLE EARTH MATERIAL POSED BY CLEARING AND GRUBBING, EXCAVATION OF BORROW, AND FILL OPERATIONS AND TO DIRECT THE 7. ENTRY INTO WORK AREA BY UNAUTHORIZED INDIVIDUALS SHALL BE REPORTED IMMEDIATELY TO THE OWNER BY THE SUBCONTRACTOR TO PROVIDE IMMEDIATE EROSION CONTROL MEASURES TO MINIMIZE DAMAGE TO ADJACENT PROPERTY SUBCONTRACTOR. AND TO MINIMIZE SILTING OR MUDDYING OF ADJACENT STREAMS OR DRAINAGE DITCHES. /} 8. THE SUBCONTRACTOR SHALL ENSURE THE FREE AND SAFE PASSAGE OF PERSONS AROUND THE WORK AREAS. ALL 8. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND NOT SUBJECT TO •,.;\•.� OPERATIONS SHALL BE CONDUCTED TO PREVENT DAMAGE TO ADJACENT BUILDINGS, FACILITIES, STRUCTURES, AND CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING, IN ACCORDANCE WITH THE STANDARDS f LENGTH VARIES UTILITIES AND INJURY TO PERSONS. FOR SESC IN NEW YORK. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREA WILL BE MULCHED I WITH STRAW OR HAY AND TACKED IN ACCORDANCE WITH THE STANDARDS 9. ALL WORK THAT MAY PRODUCE FIRE HAZARDS OR CREATE NUISANCES OR HEALTH AND SAFETY HAZARDS FROM NOISE, 9. ALL STORMWATER SHALL BE MANAGED TO MINIMIZE SESC TRANSPORT OFFSITE. THE SUBCONTRACTOR SHALL INSPECT PLAN VIEW ¢ SECTION B - B VIBRATION, OR AIR EMISSIONS SHALL NOT BE PERFORMED UNLESS PREVENTATIVE CONTROL MEASURES ARE THE SESC MEASURES REGULARLY AND MAKE ADJUSTMENTS ACCORDINGLY TO ENSURE STORMWATER RUNOFF IS NOT OWNER APPLICANT IMPLEMENTED. - / PONDING ONSITE OR BEING DISCHARGED FROM THE SITE UNTREATED. 10. THE SITE IS LOCATED ADJACENT TO RESIDENTIAL PROPERTIES. PROTECTION OF THESE SENSITIVE PROPERTIES FROM 10. SURFACE WATER SHALL BE M.SPLAGED I^i ORDER TO MINIMIZE WORK DELAYS, REMCE T5A:E QUANTITY OF CONTAMITVA'fED moiJ !L`3', 'UClI07i RELATED NUISANCES (I.E. NOISE, -TRAFFIC, DUST, POLLUTION, ETC.) SHALL BE A PRIORITY OF THE SURFACE WATER, PREVENT CONSTRUCTION VEHICLES AND OTHER EQUIPMENT FROM SLIPPING OR BECOMING STUCK IN PECONIC LAND TRUST 296 SUBCONTRACTOR. THE SUBCONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY COMPLAINT RECEIVED FROM THE WORK AREA,AND PROTECT COMPLETED OR PARTIALLY COMPLETED WORK. HAMPTON ROAD NEIGHBORING PROPERTIES. OX 1776 B P.O.11. THE SUBCONTRACTOR SHALL EMPLOY DIVERSION BERMS, OR EQUAL, TO DIVERT STORMWATER FROM DEMOLITION PP.O. B 11. PROTECTIVE PROCEDURES SHALL NOT BEGIN UNTIL REVIEWED BY THE OWNER. SUCH A REVIEW SHALL IN NO WAY ACTIVITIES AND EQUIPMENT, UTILITY TRENCHES, BUILDING FOUNDATIONS UNDER DEMOLITION, OR AREAS WHERE IT SOUTHAMPTON, NY 11969 RELIEVE THE SUBCONTRACTOR FROM THEIR RESPONSIBILITY TO EXECUTE THE WORK IN A SAFE MANNER AND IN WOULD BE A NUISANCE TO THE SOW,AS MUCH AS PRACTICAL. 1 G W 4 0 V G E O W E B SOIL STABILIZATION ACCORDANCE WITH ALL APPLICABLE FEDERAL,STATE, AND LOCAL REGULATIONS AND REQUIREMENTS. 12. AT ALL TIMES DURING THE SOW, THE SUBCONTRACTOR SHALL PROVIDE, PLACE, AND MAINTAIN AMPLE MEANS AND SYSTEM 12. THE SUBCONTRACTOR WILL IDENTIFY AND MARK ALL UTILITIES IN THE FIELD PRIOR TO ANY WORK ON SITE. IN DEVICES WITH WHICH TO PROMPTLY REMOVE AND DISPOSE PROPERLY OF ALL WATER ENTERING EXCAVATIONS OR WATER SP-112 AND CLOSED AS APPROPRIATE DURING THE COURSE OF THE DEMOLITION. DURING THE SOW AS DESCRIBED HEREIN. ADDITION,UTILITIES WILL BE PROTECTED FOR SAFE USE DURING DEMOLITION. UTILITIES DISCONNECTED, CUT, CAPPED THAT MAY FLOW ALONG NT ACROSS THE SITE IN ORDER B KEEP SAID EXCAVATIONS DRY UNTIL BACKFILL HAS BEEN INSTALLATION DETAIL (EYP) COMPLETED. THE SUBCONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR WATER MANAGEMENT 0 1' 2' 4' 13. PUMPING EQUIPMENT SHALL BE PORTABLE IN NATURE. THE PUMPS SHALL BE POWERED BY GASOLINE, DIESEL FUEL, DIESEL GENERATORS, OR OTHERWISE SELF SUFFICIENT MEANS. 14. THE SUBCONTRACTOR SHALL SUPPLY ALL NECESSARY EQUIPMENT AND MATERIAL SUCH AS FILL, STONE, PORTABLE SCALE: 1"=2' GENERAL HASP REQUIREMENTS - PUMPS, GENERATORS, PIPES, HOSES, VALVES, FUEL TANKS, STORAGE TANKS, ETC., FOR WATER COLLECTION AND CONVEYANCE. 1. THE SUBCONTRACTOR MUST PREPARE A PROJECT SPECIFIC HASP AND MUST BE RESPONSIBLE FOR ITS IMPLEMENTATION 15. ALL WATER PUMPED FROM THE WORK AREA SHALL BE DISPOSED OF BY SUBCONTRACTOR IN ACCORDANCE WITH THROUGHOUT THE DURATION OF THE PROJECT. THE SUBCONTRACTOR MUST PREPARE AND IMPLEMENT A HASP THAT IS APPLICABLE REGULATIONS. E 2 PROJECT MANAGEMENT LLC SPECIFIC TO THE WORK BEING PERFORMED,THE METHODS EMPLOYED, AND THE RISKS LIKELY TO BE ENCOUNTERED. THE 16. THE SUBCONTRACTOR SHALL MAINTAIN SPILL PREVENTION EQUIPMENT, IMPLEMENT SPILL PREVENTION PROCEDURES, 12.53' SUBCONTRACTOR SHALL HAVE A FULL TIME SITE SAFETY OFFICER (SSO) DURING THE ENTIRE PROJECT TO IMPLEMENT 87 HIBERNIA AVENUE AND CLEAN UP SPILLS DURING THE IMPLEMENTATION OF THE WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, RocKAwaY,N.J.07866 AND ENSURE SUBCONTRACTOR ADHERENCE TO THE HASP. THE HASP MUST BE SUBMITTED TO THE OWNER FOR REVIEW AND LOCAL REQUIREMENTS. PHONE: AY, .J.078 6 AND APPROVAL PRIOR TO ANY SITE WORK. 5059 9 29- 17. THE SUBCONTRACTOR IS RESPONSIBLE FOR FLUSHING ALL UTILITY LINES, TANKS, AND VESSELS ONSITE WITHIN THE 3.13' 4.7' 3.13' FAX:(973)2 9- �+ W. SOME LINES/VESSELS MAY STILL CONTAIN LIQUID/SLUDGE THAT THE SUBCONTRACTOR SHALL SAFELY DRAIN, www(973) CONTAINERIZED FOR TEMPORARY ONSITE STORAGE, AND DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE, AND ATRA 20" SPEED STAKE THIS DRAWING DOES MDT INCLUDE NECESSARY CO" -WWS FOR CO?MrdXITON SAFETY.AL NEW NATIVE PLANTING CDNSTRUCF;ON MUST EE DONE IN CO"FLIANCE WITH THc OCCUPATIONAL SAFETY AND HEALTH LOCAL REQUIREMENTS. JA ACKFILL ALL DISTURBED ALT OF 1970 AND AL.RUES AND REGULATIONS THERETO APPURTENANT.THIS DRAWING AND THE OFFSITE TRANSPORTATION AND DISPOSAL (SPARTINA PATENS) EAS WITH A MINIMUM DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2 PROJECT MANAGEMENT LLC AND SHALL NOT BE RLPROOIIl2O.ALTERED OR COPT®WIIFIOIJT WRI7TTY7 PERMI53fON,SHALL SUBCONTRACTOR IS RESPONSIBLE FOR ACCIDENTAL SPILLS DURING FLUSHING OF UTILITIES AND VESSELS. TABLE-1 "OTS° DLLNOTBERN`-TLarUCED,ALTERE rRCOPI DWI[TOUTWR�ERETURnE310N,SEQuEST. REPORTING OF ANY SPILLS SHALL BE DESCRIBED IN THE HASP AND CONDUCTED IN ACCORDANCE WITH FEDERAL, STATE, GEOWEB SLOPE F 4" CLEAN TOP SOIL SHALL AND LOCAL REQUIREMENTS. PROTECTION SYSTEM 1. THE SUBCONTRACTOR SHALL ENSURE THAT ALL OPERATIONS IN THE LOADING AND HAULING OF ALL MATERIALS ARE IN N.Y. ENGINEERING CERTIFICATE OF COMPLIANCE WITH THE FEDERAL AND STATE DEPARTMENTS OF TRANSPORTATION (DOT) REGULATIONS, 'REVISED 19. THE SITE IS LOCATED ADJACENT TO RESIDENTIAL PROPERTIES; THEREFORE, CONSTRUCTION SITE CLEANLINESS IS OF 3.35' PROCEDURES FOR IMPLEMENTING OFF-SITE RESPONSE ACTIONS" (EPA OSWER DIRECTIVE NUMBER 9834.11, DATED UTMOST IMPORTANCE FOR THIS PROJECT. AUTHORIZATION No. 004627 NOVEMBER 13, R WIT LOCAL, FEDERAL, EPA AND NY STATE DEC. THESE REQUIREMENTS SHALL BE DEFINED BY THE 20. THE SUBCONTRACTOR SHALL CONTROL AND DISPOSE OF TRASH AND DEBRIS RESULTING FROM THE WORK UNDER THIS SUBCONTRACTOR WITHIN THE WASTE MANAGEMENT PLAN. CONTRACT.THE SUBCONTRACTOR SHALL PROVIDE A TRASH RECEPTACLE(S) FOR WORKERS AND REMOVE WHEN IT IS FULL \I/ "r \ \1// 1}J I CERTIFY THAT THESE PLANS HAVE BEEN • _ PREPARED UNDER MY SUPERVISION THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTANCE OF SOLIDS AND LIQUIDS AT AN APPROVED TREATMENT, AT NO ADDITIONAL COST TO THE OWNER. TRASH RECEPTACLES SHALL BE REMOVED AT THE END OF THE WORK. 8.38' DISPOSAL, OR RECOVERY FACILITY; FOR ENSURING THAT THE FACILITY IS PROPERLY PERMITTED (INCLUDING RCCA 21. THE SUBCONTRACTOR IS RESPONSIBLE FOR KEEPING THE SITE CLEAN OF TRASH AND DEBRIS. NO TRASH OR DEBRIS TREATMENT, STORAGE AND DISPOSAL PERMITS) TO ACCEPT AND HANDLE THE STATED MATERIAL; AND FOR ENSURING ER FENCING OR BE ALLOWED TO SIS THAT THE FACILITY PROVIDES THE STATED TREATMENT AND DISPOSAL SERVICES. ALLOWED TO ACCUMULATE ALONG THE PERIMETER ESCAPE THE SITE. 3.35' ' 22. THE SITE IS LOCATED ADJACENT TO RESIDENTIAL PROPERTIES; THEREFORE, CONSTRUCTION SITE NOISE AN L D DUST 3. SUBCONTRACTOR SHALL SUBMIT TO OWNER REPRESENTATIVE ALL RECORDS ASSOCIATED WITH THE OFF-SITE �-��..��- • ;;•'r: .-.• ; TRANSPORTATION AND DISPOSAL ACTIVITIES. MITIGATION ARE OF UTMOST IMPORTANCE FOR THIS PROJECT. 23. IF REQUIRED OR DIRECTED, THE SUBCONTRACTOR SHALL PROVIDE CONTINUOUS NOISE AND DUST CONTROL AS :: - REQUIRED TO PREVENT DISTURBANCE AND NUISANCE TO THE WORKERS, GENERAL PUBLIC, AND OCCUPANTS OF - �.; Y tr•;`~_ ADJACENT PREMISES AND SURROUNDING AREAS, IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. TGEOTEXTILE = ;Y UTILITIES NOTES 24. IF REQUIRED OR DIRECTED, THE SUBCONTRACTOR SHALL PROVIDE CONTROL AND MITIGATION TECHNIQUES FOR FILTER FABRIC <^=. � .1 .;` �'• FUGITIVE DUST EMISSIONS THROUGHOUT THE DURATION OF THE PROJECT. 25. IF REQUIRED OR DIRECTED, DURING BUILDING PRE-CLEANING AND DEMOLITION OPERATIONS, THE SUBCONTRACTORLE� TRA N VE RS E ANCHORDETAIL �..., •,,t•° 1. THE UTILITY LOCATIONS IDENTIFIED ON THE PROJECT DRAWINGS ARE PROVIDED FOR GENERAL INFORMATIONAL SHALL CONTINUALLY USE SUITABLE METHODS TO MINIMIZE THE AMOUNT OF DUST RISING AND SCATTERING IN THE AIR SPACING 3 f PURPOSES ONLY AND ARE APPROXIMATE IN NATURE. ALL UTILITIES, THEIR SIZES ANd? 1DCAT-TONS MUST BE FIELD TO THE LOWEST PRACTIf�Q'T E SEL POSSIBLE. THE SUBCONTRACTOR SHALL DAMPEN OR TREAT AREAS AFFECTED BY A f , ��D. OPERATIONS TO PREVENT THE SPREAD OF DUST WITH DUST SUPPRESSANTS AS NECESSARY;OR POLLUTIONWATER USED IN ATTENUATING DUST DURING BUILDING HOWEVER, (THE SP-112 N.T.S. PERFORMED. UTILITY MARK-OUT HAS BEEN JOHN FERRANTE P.E.SP-I I2 N.T.S. f �� SUBCONTRACTOR SHALL NOT USE WATER IF IT RESULTS IN HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS BUT 2. THE SUBCONTRACTOR IS RESPONSIBLE FOR RETAINING "ONE-CALL"TO PERFORM AMARK-OUT OF THE UTILITIES ALONG NOT LIMITED TO) ICE, FLOODING, . N.Y. NO. 078 THE ENTIRE PROPERTY BOUNDARY. NO SUBSURFACE WORK SHALL BEGIN UNTIL THE DECONTAMINATION SHALL NOT BE ALLOWED TO MIGRATE OFF SITE. 28Z 26. 3. THE OWNER ASSUMES NO RESPONSIBILITY FOR THE METHODS,TECHNIQUES, OR PROCEDURES OF THE SUBCONTRACTOR, FRE UIRED OR CORRECTED THE SUBCONTRACTOR SHALL RESTRICT BUILDING DEMOLITION ACTIVITIES . DAYS WHEN REGISTERED PROFESSIONAL ENGINEER FOR SAFETY MEASURES OR PRECAUTIONS RELATED TO DEMOLITION ACTIVITIES OR ANY FAILURE TO COMPLY WITH WIND CONDITIONS SIGNIFICANTLY ELEVATE UNCONTROLLABLE LEVELS OF AIRBORNE DUST FROM THE SITEAPPLICA . BLE LAWS, REGULATIONS,ORDINANCES,OR CODES. 27. THE OWNER REPRESENTATIVE WILL PROVIDE PERIMETER AND ONSITE DUST MONITORING ACTIVITIES. SHOULD DUST PROJECT NAME LEVELS BE DETECTED ABOVE THE 4. SUBCONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO DEMOLITION. THIS SHALL TO MODIFY ORS OP OPERATIONS GENERATING NG DUST.LE LEVEL, T MITIGATION MEASURES SHALL BE IMPLEMENTED TO REDOWNER REPRESENTATIVE MAY REQUEST THETUC TOHE INCLUDE EXCAVATING TEST PITS IF NECESSARY. AMOUNT OF DUST GENERATION AT NO ADDITIONAL EXPENSE TO THE OWNER. 5. SUBCONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH OWNER PRIOR TO INITIATING ANY WORK ON THIS SITE. 28. THE SUBCONTRACTOR SHALL MAKE ALL ATTEMPTS NECESSARY TO REDUCE NOISE GENE ON FROM THE SITE DURING PLOCK SHELLFISH ER PRESERVE ALL APPLICABLE UTILITY COMPANIES SHALL BE CONTACTED TO DEFINE SPECIFIC REQUIREMENTS AND LOCATION OF OPERATIONS. STRICT ADHERENCE TO THE TOWN OF BROOKHAVEN NOISE ORDINANCE SHALL BE IMPLEMENTED n UTILITY CAPPING. THROUGHOUT THE PROJECT. NOISE LEVELS SHALL BE MAINTAINED AT OR BELOW ALL APPLICABLE FEDERAL, STATE, AND LOCK 05, LOT 20. 12 6. PRIOR TO REMOVAL,ALL UTILITIES SHALL BE PROPERLY PURGED AND EVACUATED OF ALL RESIDUAL GASES, OILS,WATER, LOCAL STANDARDS. P ECO N IC LAND TRUST ETC., OR DE-ENERGIZED IN THE CASE OF ELECTRIC, TELEPHONE, OR OTHER COMMUNICAION SERVICES. ALL PURGING 29. WHEN THE NATURE OF WORK OR EQUIPMENT INVOLVED IS SUCH THAT A NOISE LEVEL IS FOUND TO BE OBJECTIONABLE „ AND TESTING SHALL BE CONDUCTED BY THE UTILITY COMPANY AND GOVERNING AUTHORITIES HAVING JURISDICTION. BY OCCUPANTS OF ADJACENT PREMISES, DISCUSSIONS SHALL BE HAD WITH THE OWNER TO PERFORM SUCH WORK OR PROPOSED 14 GRAVEL SOUTHOLD OPERATE SUCH EQUIPMENT AT THE MOST APPROPRIATE TIMES OF THE DAY. VEGETATION , NY 11971 30. THE SUBCONTRACTOR SHALL PROVIDE CONTROL MEASURES TO THE EXTENT FEASIBLE AND PRACTICAL BY MAKING THE (TMP) MAXIMUM USE OF LOW-NOISE EMISSION PRODUCTS (SUCH AS MUFFLERS OR NOISE REDUCING DEVICES) AS CERIFIED BY THE EPA. SITE RESTORATION PROJECT PHASE I EMERGENCY RESTORATION DRAWING TITLE GEOTEXTILE GENERAL NOTES & FILTER FABRIC CONSTRUCTION DETAILS N Y S D E C CHECKED BY: IF DRAWN BY: OM 4 NEW GRAVEL ROAD D ETA I L APPROVED AS PER TERMS AND CONDITIONS OF SCALE: as SHOWN SHEET NO: 13 OF 13 SP-112 N.T.S. PERMIT NO. PROJECT*: P-19-03-08 FIRST ISSUE: 4/25/2019 _.--.DATE DRAWING NO. DEC 2 3 2021