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HomeMy WebLinkAboutTR-7909 John M.Bredemeyer III,President ���� SD(/ljy0 Town Hall Annex Michael J.Domino,Vice-President ,`O l0 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee G Q Telephone(631) 765-1892 Charles J.Sanders,Trustee yCOMM Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 21, 2014 Mr. Richard J. Baldwin, CPG, PG APEX Companies, LLC 120-D Wilbur Place Bohemia, NY 11716 RE: U.S. DEPARTMENT OF HOMELAND SECURITY PLUM ISLAND ANIMAL DISEASE CENTER 40550 ROUTE 25, 41425 ROUTE 25, ORIENT & 3250 & 3380 POINT ROAD, ORIENT POINT SCTM# 15-9-9, 15-9-6.1 & 16-2-1 & 2 Dear Mr. Baldwin: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 21, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#7909 and Coastal Erosion Permit#7909C to modify the harbor jetty and bulkhead in that the proposed stone revetment has been removed from the breakwater portion of the project area; the existing bulkheads around the existing revetment to be replaced 12 inches seaward with new sheet piles; the original extension of the breakwater has been replaced with a wave attenuator consisting of two parallel panels, the bottom of which do not intersect the seafloor; a 12-cluster dolphin has been added to the southern tip of the wave attenuator; along the beach bulkhead the seaward extent of the revetment stone has been "tightened up" in the vicinity of the eel grass bed near the southeast portion of the area; demarcate with buoys the boundaries of the eel grass beds prior to conducting any work; and the beach bulkhead work will be conducted from the land-side to protect the eel grass beds; and in the Orient Point area replenish sand lost by storms by bringing in sand from a nearby dredging project and as depicted on the revised site plan prepared by CLE Engineering, Inc., last dated April 16, 2014 and stamped approved on May 21, 2014. 0 2 • Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, John M. Bredemeyer III President, Board of Trustees i 0 John Bredemeyer, President �OFFO4Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25 James F. King P.O. Box 1179 Charles J. Sanders • Southold, NY 11971 Dave Bergen o! ,� �aTelephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: J f �Iy Apex Companies, LLC on behalf of U.S. DEPARTMENT OF HOMELAND SECURITY PLUM ISLAND ANIMAL DISEASE CENTER requests an Administrative Amendment to Wetland Permit#7909 and Coastal Erosion Permit#7909C to modify the harbor jetty and bulkhead in that the proposed stone revetment has been removed from the breakwater portion of the project area; the existing bulkheads around the existing revetment to be replaced 12 inches seaward with new sheet piles; the original extension of the breakwater has been replaced with a wave attenuator consisting of two parallel panels, the bottom of which do not intersect the seafloor; a 12-cluster dolphin has been added to the southern tip of the wave attenuator; along the beach bulkhead the seaward extent of the revetment stone has been "tightened up" in the vicinity of the eel grass bed near the southeast portion of the area; demarcate with buoys the boundaries of the eel grass beds prior to conducting any work; and the beach bulkhead work will be conducted from the land-side to protect the eel grass beds; and in the Orient Point area replenish sand lost by storms by bringing in sand from a nearby dredging project. Located: 40550 Route 25, 41425 Route 25, Orient & 3250 & 3380 Point Road, Orient Point. SCTM# 15-9-9, 15-9-6.1 & 16-2-1&2 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound �ay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: --Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion <./Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed: Modifications: Conditions: Present Were: J. Bredemeyer .�11�11. Domino .1/i. King C. Sanders Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: ATTACHMENT A NYSDEC Permit No.: 1-4738-00158/0023 PC New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 v Phone: (631)444-0361 Fax: (631)444-0360 1WWebsite:www.dec.nv.Qov Joe Martens Commissioner September 25, 2013 U.S. Dept. of Homeland Security :R1 fNebraska Avenue NW �'! ...... Washington, DC 20528 A2014 8Re: Permit No.: 1-4738-00158/00023Dear Permittee: In conformance with the.requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Roger Evans Regional Permit Administrator RE/Is Aft MEN NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00158 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: US DEPT OF HOMELAND SECURITY DHS PLUM ISLAND ANIMAL DISEASE CTR ORIENT POINT DOCK NEBRASKA AVE NW 40550 MAIN RD (ST RTE 25)ISCTM 15-9-9/16- 9-6.1, 16-2-1 &2 WASHINGTON, DC 20528 ORIENT,NY 11971 (631)323-3007 Environmental Contact: Facility Application Contact: DOUGLAS PORTS APEX COMPANIES LLC US DEPT OF HOMELAND SECURITY 120-D WILBUR PL PO BOX 848 BOHEMIA,NY 11716 GREENPORT,NY 11944-0848 (631) 567-1777 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 731.3 NYTM-N: 4559.4 Latitude: 41°09'10.7" Longitude: 72°14'36.7" Project Location: Orient Point Authorized Activity: At the Harbor Site: Replace 450'of bulkhead surrounding the existing jetty on the eastern side of the harbor entrance within 18" of the original deteriorated bulkhead. Construct a new 45'wave break at the terminus of the jetty. On the western side of the entrance replace 300'of bulkhead along the Gardiners Bay face,25'along the harbor entrance and an addtiona145'of return. Construct 240'of new stone revetment'along the western replacement section of bulkhead. On the Orient Point site: Construct 400'of new stone revetment along the north side of the point and an additional 230'of new stone revetment along the south side of the point. Utilize revetment stone to stabilize the utility lines that are vunerable and grain-size compatible dredged material to restore'the grades that existed prior to Hurricane Sandy. All work must be done in accordance with the plans prepared by CLE Engineering, Inc. Carlos G. Pena, P.E. dated 4/16/13, sheets 2, 3, 4, 5, &7 of 9, stamped NYSDEC Approved 9/23/13. Page 1 of 7 0 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00158 Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-00158/00023 New Permit Effective Date: 9/25/2013 Expiration Date: 9/24/2023 Water Quality Certification - Under Section 401 - Clean Water Act Permit ID 1-4738-00158/00024 New Permit Effective Date: 9/25/2013 Expiration Date: 9/24/2023 Excavation & Fill in Navigable Waters-Under Article 15,Title 5 Permit ID 1-4738-00158/00025 New Permit Effective Date: 9/25/2013 Expiration Date: 9/24/2023 Coastal Erosion Management-Under Article 34 Permit ID 1-4738-00158/00026 New Permit Effective Date: 9/25/2013 Expiration Date: 9/24/2023 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:ROGER EVANS,Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790-3409 Authorized Signature: &6azun Date 9 Distribution List APEX COMPANIES LLC DOUGLAS PORTS Habitat-TW OLABISI KENKU Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00158 Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL IN NAVIGABLE WATERS; COASTAL EROSION MANAGEMENT 1. No Interference With Navigation. There shall be no unreasonable interference with navigation by the work herein authorized. 2. Grain Size& Slope of Beach Nourishment Sands All clean fill that is utilized to restore the cable protection area to pre-Sandy conditions shall consist of sand of equivalent or slightly larger grain size as that indigenous to the beach. The resultant grade of the nourished area shall not exceed the slope of the pre-Sandy conditions. 3. Submerged Aquatic Vegetation Protection Prior to the commencement of any regulated activity, the boundaries of any Submerged Aquatic Vegetation(i.e.,eelgrass beds)must be visually confirmed and demarcated with buoys,high visibility stakes or other means to identify the beds. The demarcating system must stay in place until the commencement of the project. All work will be done from the landward side of the bulkhead to protect the beds. 4. No Structures on Pilings No structures,other than structures specifically authorized by this permit, shall be constructed on pilings without further authorization from the department(permit,modification or amendment). Page 3 of 7 • AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00158 5. Wood Preservatives A. Pressure treated wood used for construction of in-water structures must have undergone a treatment process approved (stamped or otherwise marked as certified)by the American Wood Preservative Association. B. Wood treated with Pentachlorophenol (PCP)must not be used in wetlands or surface waters. C. The use of creosote treated wood is prohibited both in the water and upland areas. D. Chromated Copper Arsenate(CCA)pressure treated wood must be clean and free of CCA surface deposits. Wood with surface deposits must be washed for at least 5 minutes under running water prior to use. The washing must occur greater than 100 feet landward of any regulated wetland and/or water body. (Note"E." below for handling wash water.) E. Any wood debris such as sawdust or wash water must not enter any water body, including wetlands or protected buffer areas. 6. Installation of Wavebreak The wavebreak shall be constructed a minimum of 2 feet above the bottom grade with a minimum of 2 inch gaps between the slats or sheathing, as shown on the approved cross-section. 7. No Equipment below Apparent High Water Equipment operation below(seaward)apparent high water is strictly prohibited. 8. Backfilling All peripheral berms, cofferdams,rock revetments, seawalls, gabions,bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 9. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 10. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661.' 11. Clean Fill Only All fill shall consist of clean sand, gravel;or soil (not asphalt, slag,flyash,broken concrete or demolition debris). 12. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.)immediately following project completion or prior. to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 13. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 14. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 15. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00158 16. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 17. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 18. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by CLE Engineering, Inc. Carlos G. Pena, P.E. dated 4/16/13, sheets 2, 3,4, 5, &7 of 9,stamped NYSDEC Approved 9/23/13. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents, lubricants,epoxy coatings,paints, concrete,leachate or any other environmentally deleterious materials associated with the project. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217)provided that all of the conditions listed herein are met. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00158 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands,Water Quality Certification, Excavation&Fill in Navigable Waters, Coastal Erosion Management. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 • Iowa NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00158 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits . The permittee is responsible for obtaining any other permits, approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 GUARANTEED. ALS, OBSTRUCTIONS OR OTHER D RING CONDITIONS MAY EXIST BETWEE ESE RUNS. NO SURVEYS WERE GWUCTED TO LOCATE PROPERTY LINE7, CHANNEL LIMITS, EASEMENTS, UTILITIES, GEOTECHNICAL FEATURES, SHORELINES, STRUCTURES, HABITATS OR ANY OTHER PHYSICAL FEATURES RELATING TO THE PROJECT SITE, NOR DOES CLE WARRANT THE EXISTENCE OR L OCA TION OF SAID PH YSI CAL FEATURES. 10. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED PROJECT, ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE INFORMA71ON CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF CLE ENGINEERING INC. © COPYRIGHT 2013, CLE ENGINEERING, INC. "u GRAPHIC SCALE 20 0 10 20 40 so ( 1N FEET ) 1 inch = 20 ft. PROJECT: ORIENT HARBOR JETTY AND BULKHEAD CLIENT. WTSI ft x• aic APPIKO VED AS PER TW&Mi 40550 ROUTE 25 AND CONDITIONS CW ORIENT POINT, NY 11957 PERVU , -1 -a /D� Dll,TI< cle CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 PROPOSED CONDITIONS SITE PLAN SHEET 2 OF 9 SCALE: AS NOTED CHECKED DATE 4116113 DRAWING -No— DRAWN BY. . 11127.000 ORIENT POINT COMP-CODE 11127.100 REVISION No. DATE COMMENT Lu GRAPHIC SCALE 4 0 2 4 g �g ( IN FEET ) 1 inch = 4 ft. PROJECT: ORIENT HARBOR JETTY AND BULKHEAD CLIENT: WTSI APP10VED AS PER TERMS AND CONDITIONS Olt 40550 ROUTE 25 PERMIT rtall7 _2�o� � ORIENT POINT, NY 11957 OATS cle CLE ENGINEERING, INC. 95 Creek Rood, Marion, MA 02738 (508) 748-0937 SECTIONS: EXISTING SITE PLAN SHEET 3 OF 9 SCALE: AS NOTED CHECKED DATE 411611.3 DRAWING No. 11127.000 ORIENT POINT DRAWN BY: RCS MEC BY: I COMP.CODE 11127.100 REVISION No. DATE COMMENT �NE y `v PROJECT: ORIENT HARBOR JETTY & BULKHEAD REPAIR CLIENT: PLUM ISLAND ANIMAL DISEASE CENTER„ : . x� usc PLUM ISLAND, NY "PROVED AS PER 'rte. AND CONDITIONS Op PERMIT Oa — �` 000 3 DATil 23 3 cle CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 SECTIONS: PROPOSED SITE PLAN SHEET 4 OF 9 SCALE: NOTED CHECKED DATE 4116113 DRAWING No. 11127.000 ORIENT POINT DRAWN BY: JDR I COMP.CODE 11127.100 REVISION No. DATE COMMENT PROJECT: ORIENT HARBOR JETTY & BULKHEAD REPAIR CLIENT: PLUM ISLAND ANIMAL DISEASE CEN'Tg4, PLUM ISLAND, NY At'PlOVIRn AS PER TIXe AND CONDITIONS O,$ PERMIT ImTv t cle CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 SECTIONS: PROPOSED SITE PLAN SHEET 5 OF 9 SCALE: NOTED ICHECKED DATE 4116113 OR4WING No. 11127.000 ORIENT POINT DRAWN BY: JDR I BY: COMP.CODE 11127.100 REVISION No. DATE COMMENT KEY -0 = HYDROGRAPHIC CONTOURS •••• = EEL GRASS SURVEY LINES = EEL GRASS = PHOTOGRAPH LOCATION/DIRECTION MHW — MLW X 8.5 c = EX. SPOT GRADE ————= FEMA FLOOD ZONE LINE WETLAND INVENTORY MAP BOUNDARY (SM, LZ) PROJECT: ORIENT POINT ELECTRIC CABLE STATION REPAIR & REVETMENT STABILIZATION CLIENT: WTSI n r w a a A[•Plt0VED A3 PER T=tMn 40550 ROUTE 25 AND CONDITIOM ,op ORIENT POINT, NY 11957 PERMIT c le CLE ENGINEERING., INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 PROPOSED CONDITIONS: OPTION 1 SITE PLAN SHEET 7 OF 9 SCALE. I" — 30' CHECKED DATE 4 16 13 DRAWING No. 11127.000 ORIENT POINT DRAWN BY: RCS MEC BY: I COMP.CODE 11127.100 REVISION No. DATE COMMENT ATTACHMENT B Revised Project Plans APEX ATTACHMENT C NYSDEC Correspondence with Minor Plan Revisions APE APEX February 13, 2014 AF9 1 8 2014 Mr. Roger Evans �- - Regional Permit Administrator SUNY @ Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 Re: U.S. Department of Homeland Security, Plum Island Animal Disease Center Orient Harbor Marina and Orient Point Properties Orient, New York NYSDEC# 1-4738-00158/00023 Dear Mr. Evans, In preparing the final construction plans and specifications for the Orient Harbor Marina portion of the project, site-specific conditions required CLE Engineering, Inc. (CLE), to make three minor modifications to the plans dated April 16, 2013 which were approved by the New York State Department of Environmental Conservation (NYSDEC)on September 23, 2013. The minor modifications include the following: • Addition of four batter piles on the northern face of the wave attenuator(see attached Sheets 2 and 3). These piles will provide an extra factor of safety to ensure the long- term viability of the structure. • The breakwater sheet piles are shifted less than 18-inches to the east(see Sheet 6) to facilitate construction and minimize potential environmental impacts as less handling of the existing sheet piles will be required. The overall foot print of the bulkhead system remains the same. • Addition of one dolphin near the southwest corner of the Beach Bulkhead and slight adjustment of one dolphin to the in-line with the western wall of the jetty to better support facility operations(see Sheet 1). It is believed that these revisions are very minor in nature; however, we are providing them to your office for review and consideration. We respectfully submit that it would be appropriate to indicate these changes to the NYSDEC-approved plans on the final as-built drawing. Apex Companies, LLC • 120-D Wilbur Place - Bohemia, NY 11716 T 631.567.1777 - F 631.567.1967 • apexcos.com 0 Mr.Roger Evans,NYSDEC Region 1 Permit Administrator February 13, 2014 Orient Point/Orient Harbor Revisions to Joint Application for Permit Pape 2 Thank you in advance for your expeditious review of this matter—the facility is hoping to initiate the project during April to complete bulk of the work before the height of 2014 hurricane season. Please feel free to call me with any questions that you may have. Sincerely, Apex Companies, LLC. Richard J. Baldwin, CPG, PG Project Director Enclosures cc: C. LaCour, PIADC C. Pena, CLE APEX BREAK IN RAIL -_ PROPOSED 131PR.E FOR NST Cc RF7AOVAL „`�-1" CATWALK FOR FOR INSTALLATI 0.USTER SEE DETAI2-1 I ;i TPv HP 12„74 8�j1ER ;, I I i 1 M PRE-FINAL TIP,[lEV-70 NlW BRE WAVE NAV LIG HT( dR REMOVAL E 3-3 11 I BREAK PANEL SCE S-I - (NAV BEACON BYO KERS) I i, 'Iit� ; (SEE PACE S) REPLACEMENT RE RODS OPTIONAL BID LEMS) REBUILT SHEET PILE 11'-5 1/2'PANELS , I ? ACCESS STAIRS BULKHEAD TOP EL+10.0 SHEET PILE SS'! SEE DETAIL 7-2 WAVE BREAK (TVP PANEL WIDTH) � N HI i4-770 4 I b: I � (TYP PILE) I - --- --- --- �\ SHEET PILE WAVE BREAK Z—TYP 3-2" ELEV ,.B..MMVi+{.{ t Itl 4 14E{ K � &Eif.L'f}7 -Et•E-E H.�#'}3N PILE WAY£ENERGY E-BACK / ATTENUATOR - —YPILE FRAME EW DO e — — I ELF.V "A„ ` 5 w HP12K5 N PAS VERT N P HP14x117t3 PILE CLUSTER REMAINS ,; I R FRAME ( ) (rVP VERT (SEE DETAIL BELOW) OF EXISTING "4-2' I DRIVEN PRE) BULKHEAD FINAL TIP TYP WAVE ENERGY ATTENUATOR ELEV-50 MLW PANEL -SEE PAGE 5 SEEPAGE, ( ---- --------_'.--; �c'c-PILES I I FOR DETAILS OF WAVE PRE- I I I 47'-0' DOTTOY OF FRAME FAB PANELS 60'HP14x117 F4 FOR WAVE ATTENUAT SUPPORTS.TP ELEV-4.0 ELEV-503 \ a'LONG 12' LEN I 1REBUILT SHEET PILE BER EXISTING BOTTOM PILES DRIVEN FULLLL LEN If\\\\ \ I (SEE NOTES THIS PAGE) I BULKHEAD AZ28-700 FNB ,• �µy SEE PAGES 5 Q 6 FOR 4►C A "QyO1F I BULKHEAD REPLACEMENT DETAILS 8,INFORMATION 7 PILE CLUSTER ELEVATION "A" - H PILE WAVE ENERGY ATTENUATOR (SEE DETAIL 5-1) SCALE 1'„ 5' Hn+1 i - _ - NROPOSED i7 PI LAYOUT PLAN BREAKWATER & ENERGY ATTENUATOR " CATWALK FOR CLUSTER- SEE DETAIL 2-1 D' SCALE,•.5' i NAV LIGHT(SEE (NAV BEACON BY OTHERS) - OPTIONAL 80 ITEMS) REPLACEMENT TIE 8005 -- --- - - -- CONSTRUCTION NOTES: REBUILT SHEET PILE 11'-5 1/2'PANELS 1.PILES TO BE VIBRATED INTO PLACE USING A SECURE TEMPLATE TO ASSURE BIAJ(HEAO TOP EL+1,O SHEET PRE ACCURATE PLACEMENT OF PILES. WAVE BREAK 2.ONCE PILES HAVE BEEN INSTALLED-INSTALL BATTER PILES AND X-MEMBERS TO I EXTEND CENTER SQUARE UP FRAMEWORK.USE ADDITIONAL TEMPORARY PILES AND/OH CABLE TO PRE FOR NAV MAINTAIN PILES N PROPER ALI tIMENT.ANY PILES THAT REQUIRE MORE THAN BEACON(BY MODERATE CORRECTION SHALL BE PULLED&REDRIVEN N BETTER ALIGNMENT. 3.INSTALL WAVE BREAK R ATTENUATOR PANELS FROM INSHORE TO OFFSHORE OTHERS) OUTING AS WORK PROGRESSES TO MAINTAIN F11UP.NOTE ALL BOLT HOLES TO BE 12 APS OF DRILLED(NOT BURNED),AND HOLES COATED w/EPDXY BEFORE BOLT IS INSERTED. if'G(,LV CABLE. T 4.INSTALL TOP CHANNEL k OPTIONAL WALKWAY(SAME BOLTING CONDITIONS APPLY) STIP a EA I MATERIAL NOTES: '��/ ILII +1 ILII Itll WRAPIAT EA <o ELEV♦10 MLW 1.ALL H-PILES SHALL BE ASTM A-566 GRADE 8,EPDXY COATED.SEE SPECS FOR COATING ,�\ I REQUWEMCVTS.FINAL TP ELEVA710H FOR STEEL PLEB IS NOTES ON DETAILS I 2.ALL SHEET PILE SECTIONS AND PLATES SHALL BE ASTM A-690 MARINE GRADE STEEL.EPDXY COATED, 1.PIPES,CHANNELS AND GRATESSHALL BE ASTM A-572 GRAOE 50.RAILS AND GRATES SHALL BE HOT OIPPED GALVANIZED.ALL MISC STEEL ITEMS(INCLUDING THOSE GALVANIZED)SHALL BE EPDXY COATED. NOAH+,.4 '---�' SEE COATING SPECIFICATIONS) 4.ALL BOLTS SHALL BE HIGH STRENGH A325 NOT DIPPED GALVANIZED.ALL WELDS SHALL BE GRADE 70 — — - — — RODS,1MTN CORROSION RESISTANT ALLOY PROPERTIES EQUAL OR BETTER THAN BASE METAL THEY ARE �•2-2' USED ON. S.ALL COMPONENTS SHALL BE SHOP FABRMATED AND COATED TO THE MAXIMUM EXTENT POSSIBLE FOR MLW 0.0 INSTALLATION. 8. TIMBER PILES FOR DOLPHINS SHALL BE OWNER SUPPM GREENHEART OR CCA TREATED PINE AS 4 OF EXISTING „4-2„ ` NOTED ON PLAN.FENDER FRES SHALL BE OWNER SUPPLIED CCA TREATED TO 1.4 PCF.PILE CLUSTERS BULKHEAD IN t'p SHALL BE WRAPPED NTH A MNBIUM OF 12 WRAPS OF EL'GALVAM2ED CABLE.ALL PILES ARE FURNISHED 1' V TS } IN 40'LENGTHS AND SHALL BE DRIVEN FULL LENGTH TO MATCH EXISTING OR AS CALLED FOR ON PLANS. ALL BOLTING&HARDWARE TO BE HOT DIPPED GALV. P66RLT. 12 WRAPS OF ;' NEW BULKHEAD. BREAKWATER & ROCK REVETMENTS f GALV GABLE+/ rAPLEs a EYERr __ ORIENT HARBOR, ORIENT POINT, NY AP O EVERY PILE Ir '-' I 12 WRAPS of DETAIL 2-1 VERT PILES �: GALV CABLE GIS"" ASRC PRIMUS SOLUTIONS, INC. soe WEB NOLr PLUM ISLAND ANIMAL DISEASE CENTER SEE PAGE{ TYP DETAILS OF 13 FOR DETAILS BorrCN OF FRAME I PLUM ISLAND, NY �EwrnFlc Bo OF PALS FOR WAVE BREAK PILE DOLPHIN 1 ELEV-10.0 SCALE//2' /'-o' I I cle � , , ,i,. i;i,�/�:/.:%�- ;��:v/i i r�� r = CLE ENGINEERING INC. HP14x117 PILE 40'LONG 12'TIMBER = 15 Creek Rood, AOr10n, AA 02738 508) 748-0937 SUPPORTS PILES DRIVEN FULL LEN (SEE NOTES THIS PAGE) I I SECTION 2-2 BREAKWATER REPAIRS SHEET 2 OF 9 DETAILS OF 131 I - 1 ,HI ELEVATION "B" - SHEET PILE WAVE BREAK PILE DOLPHIN JON 6" SCALE 1'. 5' CO CH 1 S. IS WENT SCALE 1/2'-1'-0- I - _ Y{'BREAK IN RAIL e ALLOW L 4.4+)b'STRINGERS I)_ FIVE GALV STEEL GRATING I I WALKWFORTREMOVAL in I ) I }•1 W5e19 8EAN5 1)j'X HEAVY PDE RAIL 5-O• I ( }$'+12'TREA05 0 11 t 1f'PLATE ELEV 412.42 MUM _ EA SDE w/lea 96'THRU 4'PIPE LEGS ---5-O,— RAIL x GALV APEPDXY COATED BOLTS.BOLT To%'FILLER HT1{+117 BRACES I PLATE INSIDE WSx19(WELDED AT EACH PILE i I 1 ALL ARIX7ND.B01N SIDES TOP ELEV 410 MLW _ ( C 15+50 CAP CH ANNEL WAVE CREST DEFLECTORS I REFAB GALV GRATING { ST TREADS —J— (BOTH SIDES) FA$ TO STRINGERS L 4x4+ STRINGERS ' FGR'S SPECIFICAPER TIONS A2 14-770 SHEET ' 1)j'GALV STEEL GRATING PRE FILLERS FOR �" in WELD TO W B1` 7 /NRpIGH BOLI TO EACH 4'L V WAVE BREAK PANELS �. b AT 3'C-C r/X'SST BOLTS I 1 < 5 I / WSxl9 BEAMS IT a u / meq• 4'PIPE LEGS in I I 1 1 .4 I� HP 12+74 X-BRA 9L'PLATE 1 Iw 1^ AT EACH PIE FLANGE w I 1 I I O MHW 44.4 ��BOLTS 1 V WELD I I ! m 15+50 CAP I I PLATE " ` s {sl 'FELD ALL AROUND PLATE r/ I I n I a`5 CHANTER �J.WELD Amr-TrIER C15.50 CROSS )6`FILLET7 C 15.50 CAP ,a _ PLACEMENT I CAP CHANNEL WELDS 91 WN I WHERE CHANNEL w/ 4 If 2'ORAINAOE ( I ��n W I I j l HOLES O 3'C-C " • ( I STAIR CHANNEL II i� — 1�i � 4-2, ----------- - T STAIR STRINGERS - - __ ' ..._._____ ___ - •BOLT$FOR I I. FIELD ATTACHMENT — — CHANNEL CAP •. BULKHEAD CAP PLATE II s uLw 0.0 I a� I IPlA1E 44 0 0 0 o CAP STONE III 0 m W FILLET ATTACHMENT FINAL GRADE 4 )� WELDS WHERE i� BATTERPLATE PILEOR BULKHEAD SHEET PILE II a 0 I! SHOWN I .,41 I III Jr WELD ALL ARNOI _GALV A.B. wN.65' 8"CONCPAD ALV FSN% II BOTTOM OF WAVE INSERTED PREFAB •B0.T5 _ .._ I! WAVE BREAK OR WAVE BREAK PANELS II�'I ENERGY ATTENUAT 0 HP PILE PANEL ELEV-4.0 If FRAMING 4 ATTENUTDa PANELS TO BE INSTALLED TIGHT T I DETAIL 3-2 ACCESS STAIR 0 BE BTOOI�TIGHT TO THIS DRIIVENN PILES O I � II I) 5-7 PAGE 5 1(111 HP12.74 SCALE 1"-I'-0' BATTER PILE HP 1204 BRACE II SUPPLY AS PRE-FAB I 'll ASSY FOR FIELD I� 4 ATTACHMCNT III 1 Jr GRATING FTP-14x117 H PILE II HP12+74 SUPPORTS.60'LONGI I (� TIPELPILE III TIP ELEV-50t 1 1"SST jEA SI OF II I III I I 4+4.1A`L SiRYJGERS I TA'SHOP WELDS HPI{FL 1 BOTTOM OF WAVE — — — — — — SHOP WELDED TO W5,19 I I 1 BREAK -10-W +If )f'GAP FOR INSTALLATION 5 Y.15".if'PLATE Ii 1 I I AT EXP JOINTS II I I ( THRU BOLT TO HP j MHW+4.4 TO VERT H PILES(TYP) __ _ _ ly'WELD ALL AROUNDI- IN FIELD AFTER FRAME III i= —h— — —II——"T ` jI I— — T — —Ir IS SQUARED it II !I b I b II '.1 II I SECTION 3-1 DETAIL OF UPPER CONSTRUCTION III 4 ;'II ,,, vLl EX75,1NG BOTTOM DETAIL 3-3 EXPANSION JOINT AT WALKWAY (VARIES) SCALE 1"-1'-0" P11wwr NEW BULKHEAD, BREAKWATER & ROCK REVETMENTS \�/\ \ \ \ ORIENT HARBOR, ORIENT POfNT, NY If i\//\\///\\/j �/ ASRC PRIMUS SOLUTIONS, INC. \i?\ij� PLUM ISLAND ANIMAL DISEASE CENTER — PLUM ISLAND, NY SECTION 3--1 TYP DETAILS OF PROP WA C1e SCALE I/2'- t'-0' OP NEW CLE ENGINEERING, INC. 15 Geek Road, Marion, MA 02738 508 748-0937 e P 3 t BREAKWATER REPAIRS SHEET 3 OF 9 +OA, /�Ill aaxWw JM 01`. .loo cOMYENF 8'3 LAYER OF 4'TO 6' - FILTER STONE OVER 4' 2'THICK DYER OF 1-2 Tp/ CUT TOP OF PILE ON SLOPE& TOP PILE SAND CAP STONES FITTED IN PLACE COVER w/FIBERGLASS CLOTH �ELEV 111.5 3x3x YA'L 12'LONG (SEE PAGE I FORUNITSOF PLACEMENT) i k TWO COATS EPDXY RESIN AT 4 ANk EOFACE CONIC HRU BOLTS EA PLATE CAP WHERE T"ERE`I TNO BUIKHEDAD TCP OF CAP ELEV+t0.0 ON OPP SIDE UCTURE 'PLATE CAP A2-28-700 SHE PILES (SEE PAGE 6) PROPOSED FINAL GRADE+93 A 890 STEEL.EPDXY DATED Bea/8 EACH TOP OF CAP ELEV+10.0 1 - 20'WIN T{'PLATE CAP i SEE DETAIL'f.. TOP OF CAP ELEV+10.0 w/43 TIES a 4'C-C AZ-28-700 SHEET PILES I 12'TREATED TIMBER ICES O I V-,p, A 680 STEEL•EPDXY COATED i ( 10"t C-C(ADJUST T TION 5IN TIP ELEV-30.0 SHEET PILE 6`TIOON 12'TREATED TIMBER PILES O t0"t C-C(ADJUST T (E--G SHEET CAT S) +9.0 FINAL GRADEp•� q DRIVE TO BELOW EXISTING 1X) Y Y 1 e -: 4'i CONTIN 12x12 1-2 TON 12%10EP I.E9 I III �.\.♦ .\ .\ . N.\ i x A I CAP STONES 12x12 BLOCKING I I i i m 12x10(BETWEEN PILES) I `V h 1 TTN F0.lER I 111 (2)C12X70 /14 IX*75 KSI 1\ - EXISTING GRADE If (J ESS AS REO IE��B.4�ff _TIE BACK RODS O ip'C-C I ) (VARIES BY LOCATION) CII�MIm-' C/CT�BACK�0- 1 1'CALV BOLT AT EACH I I II �'' i I - I �•��. ___ _ CENTER ON _ SIDE OF INTERLOCK ELEv+7.0 \1 C-SINK BOLT HEAD `- A 690 SHIM PLATES(AS NE 0) I III I I o+i RE R00 "`LLL k Flll w/EPO%Y FILLER ! I III REMARIS OF EXISTING )b'x 7'S0 A690 PLATE 1 III —NEAG/BREAKWATER h -- - EA SIDE OF TIE BACK 1 '`� 1 TO BE RECONSTRUCIEO i i i•b - ,d•1 FILTER STONE _SPACE BETWEEN EXISTING FILTER fABRI I EXISTING CR --�" I •. i Jb• -!4 i ' (VARIES BY LOCATI ) I II � BULKHEAD h REPLACEMENT REBULLT SHEET PILE BULKHEAD USE j `�•�'J 1 III; ' AZ28-7DO A-690 SHEETS 1 TIP ELEV-30.0 `--`J2'--I } 1 I I EAST FACE CONDITION I I COFXiN BLOCKING, THICKNESS WEST FACE CONDITION AS REQUIRED TO FILL SPACE I )4'HS T 3 WASHER \ I I REBUIL SHEET PILE y r-- —r.— \\—,n4 IV 75 KSI � � �Az"2 00 KH USE 90 SHEETS DETAIL 6-3 TYP DETAILS OF PROPOSED r s0IIII t I ql Tro -30.0 I W SHFR WfID TIE BAC-RODS O 10'C-C I III 1 1 DEADMAN I T P CA TIE-BACK+6.0 I III 1 1 I 2'DRAIN MOLES O S-C-C S _ 1 nl _ (SEE PLAN PAGE 5 FOR LOCATIONS) (2)C12x30 I I I RE BACK I III SCALE I' t'-0" FIELD COAT BOl D C 8 I CHANNELS PLATES WITH TW(I C ATS I I 4 EA A 325 CALV I I TOUCH-UP EPDXY EE CS) i I "U BOLTS PER SHEET CORRIG. I 1 III 1 I I I III i I VARIES 18-20' I I III i i VERWY IN FIELD REMAINS OF E)oSTINC SECTION 6-1 P DETAILS OF PROPOSED FILLED BREAKWATER REPAIRS JET GROUT TO+2 mlw FIL FABRIC+2 MLW TO+45 MLW i BULKHEAD/BREAKWATER 1 1 I 1 -10 MLW.THEN FILL TO BE RECONSTRUCTED I 1 ( I OBSTRUCTIONS SCALE i'><S"-0' REMAINMG VOW WITH TO CLOSE OPQlINC AS BEST POSSIBLE (1M;5T SEIE)REMOVE AS 1 1 IRIS A BEFORE DRIVE W 4x 8 x 20 TIMBERS i REpXREO FCR BULKHEAD 1 1 1 INSTAWN SHEET PILES CONCRETE REPLACEMENT P NEW TIE-BACK I I 1 9i' UTE CAP 3'f SPA BETWEEN EXISTING TOP a CAP ELEV♦1 I I 1 BULKME &REPLACEMENT Y Of 1- 2 TON A.. NEW WATER FITTED CAP STONES �1 I I I I V-10, + - '1 +9.0 FINAL GRADE •� 4 8'OF 4'-6'FILTER - '7 STONE ON 4'SAND ON i I 1 I WOVEN FILTER CLOTH NEW SHEET I i 1 CONTIN PILES 1 I 1 ) EXISTING TIMBER 12.12 i 1 1 1 BULKHEAD AT i CORNER / - - - - - - -' - . EXISTING PILE A 690 SHIM PLATES(AS NEEDED) i IRIM WAL£R AS NEEDED DETAIL 6-2 TYP BULKHEAD REPLACEMENT — WEST (2)c12x30 — —SCALE t' t'-0" 28'x 10'x'k'PL T 8:B TIE BACK 4 EA 3i'A J25 CATV TO FIT SHEET PILE - CHAfR1El5 THRU BOLTS PER SHEET CORRIC. (REMOVE EX TIMBER FMO AS NEEDED) CA TIE-BACK O O i O O 1HRU BOLTS FLLT.D VERIFY NEW PRE 2'-6 MAX 0 0 ? 0 0 AZ-SHEETPILES DETAIL 6-5 pgp SEE PLAN 5 FOR TVP WALE SIZE a RP ELEV TYP BULKHEAD NEW BULKHEAD, BREAKWATER & ROCK REVETMENTS SPLICE /WALEEET TO 1 fI4 tN.'75 K51 CLOSURE AT 0+00 ORIENT HARBOR. ORIENT POINT, NY CONN TIE BACK RODS O 10"C-C SCALE 3/4'.1•-0' c/t TTE-SACK +6.o r SO x 3L'A690 PLATE +► ASRC PRIMUS SOLUTIONS, INC. '-- -- -- - -- - - -- - - - WELD TOP AI BOTTOM FIELD COAT BOLTED CONN k PLUM ISLAND ANIMAL DISEASE CENTER REMAINS OF EXISTING TOUCH-UP OF TIE BACK PLATES WITH TWO COATS PLUM ISLAND. NY BULKHEAD/BREAKWATER I\\ TOUCH-UP EPO%Y(SEE SPECS TO BE RECONSTRUCTED I \ 8'x 6'x 9f PL - - - - _ (OFFSHORE END h EAST$IDE) I t WASHER(A-690) REMOVE AS REWIRED FOR 1 \ BULKHEAD REPLACEMENT 1 \ _�n LofNewt 4 CLE ENGINEERING, INC. I \ ,�c 15 Creek Rood. Marion. MA 02738 (508) 748-0937 DETAIL 6—4 I "�� �G?* DETAIL 6-6 TY4 p i'eaTS TYP BULKHEAD ; \ FENDER TO TIMBER CONN i \\� TMIS AREA BEF0 D"$--� BREAKWATER REPAIRS SHEET 6 OF 9 TYP BULKHEAD REPLACEMENT , I TALLING SHEET P s D BOLTING PATTERN PILE To RAISER ( EAST & OFFSHORE I I "+ems �A �, 4 ��1 I� WALE CONN 1'BOLT f ( I` DATE SCALE i'= 1.-0` { SCALE 1' 1" D' I VARIES 1 N0. 1 9000Y DETAILS AT BEST SM OF BIRxHEAD,TO YEET EX SHT TWS _—I ._-.__. _.__ � � AEV /T/I COYYENi ro V 5`6J 5 k51 .�.�✓ \ k 05 ^ •- EX. TIMBER WALL ef' MAYM • :+ _r 6> EMS77NO SHEET PILE WALL Sk 'Lis NGVD1929 ITEM OF WORK #1 ,: • ROCK REVETMENT WHERE SHOWN • ...e.ea.,w.. ,..e>C:L7 ....+.. ».eL »:L ,w „7_1" 14Wut �• \ I ROCK REVETMENT AY.LW - ' TO BE PLACED UNDER . e.-wv Vwyw ' _ �P•pe a 7N5 CONTRACT NAV088 DATUM SHIFT CHART IB", 12"CONC DEAOMAN R ,��.si •^• y�gS�a'ab a,r ^^ } N /^ (REPArR£O ALIC 20rJ) ••••>/ v\/ „ate o �'o aPa cs ,�a 4k r1P E.VSnNG DE-BACK LOCA77CN P Eet IIIa z j eSp� `e i- >Vst 'v' •y EIRSDNG SHEET PIE WALL _ 686 EXt50NG ROCK SPLASH ___ _ _ --_da,e____. •sis a P .'�j[//,a/y"EMS17NO EEL k PAO -PLAOEf.AI;G 20iJ 656a as 6 ,. w 9Qk9 ,.,.E waw 1, AREA-HOLD 10' BUFFER ALL AR .. ak.- 'ev...::P., e.»° a+a: w•Li Imo:' s 'e !RESIA TS OF HYDROGRAPNY FROM SURVEY DATED 12/20/11 BY CLE _ -- 0 4zJ }6 •.L : ENQNMW 4 INC.Scum000GS ARE IN FEET AND TENTHS AND REFER TO ••y - w w a eIt I v�•••• ,,, REMOVE FOUR EAYSIING DO[PFnNS DEPTHS BELOW NAWBd. CONTOURS SHOWY ARE M FEET AND REFER 70 •,,k _ a , ANO REPLACE Mill 1 to 7-PIE NAVD88' „o __ ____w _ m::- C� p •'.�i• DOLPHINS M LOCATIONS 5710M!/ 2.LAW ElEVAnONS SHOREWARD OF EMS7pM0 SEAWALL REFER TO 1 „ •••'k41k• NAVD88 DATUM,AS SURVEYED BY CLE ON 12/72/11 AND 12/27/11. USE 01MMER SUPPLED•0'K 12' `7 _- _o+ -i, w -- - a°,a,.°>'ae .' w Y i fffNCfB1AMc IS NWA"'TIDAL 3'fLEYAJIdM+73'NAMM ^ �� SOUINERN YELLOW PRJE FILES. O AT UNE NEW LONDON-ORIENT POINT FERRY LWaNG AREA.DAnM LOCATEDOFFSETOF 1.8'FROM NAVD88 TO AJLLW �g. u PLAN DATED 12/2017. REFERENCED TOUSACOE POST-OREDCE SURVEY ,,:o `• - w,Y +" .,r^ k�� +� r <.FEMA FLOOD LINES TAKEN FROM DnRU MM SEPTEMBER 2S 2009. .T61030008BH DATED s. k'�k5a \\\�\`.\ Ok O o 5.EEL CRASS k PROBING SURVEY CONDUCTED ON 12/20/11 BY CLE 'A ENS TING « '� V \"'• \ 1\\, SENt�ERN4 INC, ��i�_ - _- - --y„ _••'••,• � .. .. ;,, _-n a �; ar M S PLAIN. 30•t• , \ \ \\\\ \,.\ OUTCROPPINGS AND OBSMUCITOYS MAY EAST MAT ARE NOT SHO ON•.w V1�: ii b+'_ jV• �j'2!'t „�\\�` '\\\1\\,.i�`\\\\\\`\ .1111\�`\\\�V. & COOMWAIES ARE BASED ON NEW YORK L __ ,>, ,}3__O���� -- - -+—6♦ ; ! � ` a PLANE ONO IA-ANO NADBJ STATE O+SO __ _ ___ 1 7. THE INFORMARON DEPICTED ON THIS PLAN REPRESENTS THE RESULTS •-_-_V'o+�v v:w�'".5. _ e „A BY _" Y_ - .%+��_-�.- - '¢a- .-"-�`,, �l' _ -- at a;;E e y.,, --- �.- _ i HYDROGRAPHIC SIR PERFORMED aN Rff DA IEs sJMOYN.AND CAN ONLY •T, yo �� w VNEw.PXE DOL :3--.�. -„^$p`:'.... „L a -P- s- y- ..: '•'• :% BE CpM¢DERED AS 1FKRCATRMG iNE SEABED e0ND1 Ar THAT t. U ONNER SUF4LE'p�y s " V' �.LL .. s 4 I�h •d+- O ','J INTERPOLATED INFORMATION FROM BETMEEN S AT TIME. _ U GUARANTEED.41W HERDF(i RUGS L4 mot �L^„»L»2z-•, _ i:� aa- •• avL'-+ yin h d i�r.- O EUOSi BETMEEN iF1ESf RUM NO SURVEYS WERE COAVUNIC COO LOCA MAY f _ J{ , WERE CaTIES GC TO INIATE T'a• °e�� .P • :s +wL '_ PAL »::- - �'-• SYF ` ® uJ� PROPERTY LRIE'&CHANNEL L111175 EASEAEFnS UTILITIES R'O7ECFINIWL 7 e:»L- I iss V `nA :;: -- -� Yip cL ss isi:i :CL:F.»w:w I V v z-- x ao' S p FEATURES SHORELR�S,STRUCTURES HARM ATS OR ANY OTHER PHYSICAL •• s n PROPOSED REPLACEMENT LIMBER REPLACEMENT, Prt.ES w'•C+'�; " ^ • $ FEATURES RELATMG TO THE PROAECr SITE NOR DOES CLE WARRANT THE _$F1fET PR.E BULKH�EAIDi :z=%�'. REPLACEMENT lOr1L ,> EkT57ENCE OR LOCAitaM OF yU0 PHYSICAL iEATR7ES _ iS_"'•m-..:'L:»L'a.ae •w k yl, ;F%:zfas'a' .¢ JJ G POSSESSION AND USE OF ,s. _4;4s- - - s F'ETVDER(CONIw) - Y w y 3a� 9 IS THE MATERMN.CONrAMED ON THESE DRAWNGS � •Nk . 4 .kµ� s=- r' - ? O PR�CTDOQ�CGNNECTKNMTIITSUSEASITRE'LATEsTOTHETITLE ^•. Fr�PosEo 7 PRF ccusTER -- , VicU.—ay:: ; Pw ! w - = xMFGRMATTON USE,REPRODUCTION DR asaoARE OF TME b' CONTAINED HEREON IS EXPRESSLY PRpRBITED WTHOUT THE k s'V MITTEN CONSENT OF CLF ENCINEERM INC. : w• "w•e �� ••u _ _ _�� _ - o ¢ __ •--a iz- . - a COPY)WRT 2011 aE LKCIAZRIIGm ` a a .PROPOSED WAVE a bb'•' -e .,-.L.�:_,,,,....s.•..., aTYP 5T0 PENETRA IiON IESTs 'e CONCRETE-DEAOMAd' ♦ • b Az It p w •»3 ",""•` EN"Y ATTENUATOR _ - Y SEE PACE 5 � ?3 "bP i 2 • t + _ . 4 D ORIENT POINT ♦� _ �' �' y Q' _ 0 O�J INNER HARBOR p "•__ o =^ S CRAPHiC SCALE • �> Vi, n3 1•r. " PLA T CITON`5-7 WIVE BREAK ' `• + PAGE 2 / fiC-BACXS SEE k •aP_. .. � L W A7tt 1 •:aA t3 PILE CLOS __ ,a 1 X757MG S7F,Ifl'SHEET PILE Lldis G NEW 1 n . _-- _ _ 'tk ,;:zas YS'C••� ITEM OF WORK X72 / LKNEAD BE REPLACED P ECCE PROJZCT. _.�:.C�:»»= b=='L:.e•w»»L L^L L»»e:e„ nR N�EE PACES mIMS __..• . , PAIRS do UPGRADES v I NEW BULKHEAD, BREAKWATER & ROCK REVETMENTS, «- (S_TING BREAKWATER a �, ;; ORIENT HARBOR, 0 POINT, NY _ TIENT TYP EXIS71MG �h SPOT ELEVATION eL>oiL INC. ASRC PRIMUS SOLUTIONS. _ PLUM ISLAND ANIMAL DISEASE CENTER ;.' zt= PLUM ISLAND. NY as 65615 T- cle - - :';' X 14 `\\ I SOF'NEW y = CLE ENGINEERING, INC. i5 Geek Road, Mar on, MA 02738 508 748-0937 �#=44 SITE PLAN SHEET 1 OF 9 � R a, )� I' 19=01-12 SITE PLAN VIEW F Rw im, RcsrnwCODE Comm h91l Ne. aTE �p�W' SCARE' 1•=30 t �` %t-' hZ-H-r3 dp eA 1IB1 NES ro 9KACMIRR FXiFNlldr � ri-r3-IJ sTLSR raR c0A57RUCncN I CCE .!. ,4 APR 1 8 2014 Photograph No. 1: View of Orient Point looking east. Photograph was taken on February 2, 2012 at 10:54 EST. nN �l. z Photograph No. 2: View of Orient Point looking west. Both sides of the peninsula will be improved with stone revetment. Photograph was taken on February 2, 2012 at 11:04 EST. r . 3 Photograph No. 3: View of Orient Point Looking west where utilities "daylight" into Plum Gut. Photograph was taken on February 2, 2011 at 12:01 EST. t .. Slowfv Photograph No. 4: View of Orient Harbor looking west from the mouth of the marina. Photograph was taken on February 2, 2011 at 12:40 EST. APEX f_ raL § 5,c Photograph No. 5: View of dock at Orient Harbor looking south. Photograph was taken on February 2, 2012 at 12:50 EST. Photograph No. 6: View of Orient Harbor looking east. Photograph was taken on February 2, 2012 at 12:40 EST. W`i APEX � � II i milli Photograph No. 7: View of Orient Harbor looking south. Photograph was taken on February 2, 2012 at 12:45 EST. ��. "`$• �.,.a _ �i��l �'i��'+I�'��lu�i�{li��illi lil Photograph No. 8: View of Orient Harbor looking west. Photograph was taken on February 2, 2012 at 12:46 EST. Arki /APEX • Click on map to: Pan 74 �� ,► *08N M8'lent Pt t sr 53 0i ,'7 Legend Background Maps Qf I @11 t ? (Scanned Quads) R ,' fr I ti P c i r t Archeo Sensitive Area � / !r f- i�Jti ' p t ORIENT �NT ft State/National Register +„� y S • > f"1 Federal Eligibility CQU�EY QAFiK _e'er'�� :....9 National Register Listed ® State Register Listed (only) + C �I d1• Listing In Progress r3 State Parks 1 • a ~l5 County Boundaries .w Gem d `25 '- Ej Tax Credit Qualifying . Tracts • l tri na N cdcl' r TIDAL t AV%k APEX Via Overnight Carrier April 17, 2014 APR 1 8 2014 Ms. Elizabeth Cantrell Town of Southold Board of Town Trustees Town Hall Annex Building BoardafTrustees 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Request for Administrative Amendment Permit Nos. 7909 and 7909C U.S. Department of Homeland Security, Plum Island Animal Disease Center Orient Harbor and Orient Point Properties Orient, New York Dear Ms. Cantrell, The purpose of this correspondence is to provide the Town of Southold Board of Town Trustees (Town Trustees)with revised drawings to address comments by made by the New York State Department of Environmental Conservation (NYSDEC)with respect to the aforementioned Joint Application for Permit which was first submitted on July 12, 2012. The Town Trustees approved our application and issued the two aforementioned permits on September 19, 2012. As the NYSDEC-required changes discussed below lessened the overall potential impacts of the projects, Apex is respectfully requesting that the Town Trustees issue Administrative Amendments for both permits. The revisions to the plans included the following: Orient Point • Prepare a pre-construction survey showing existing conditions and proposed "build back" conditions. The amount of unconsolidated sand (available from a nearby dredging project)and revetment stone would be indicated; and, • The NYSDEC would be provided a copy of the map and we would meet with NYSDEC staff to discuss and confirm final proposed placement locations of the unconsolidated sands and revetment stone. Apex Companies, LLC • 120-D Wilbur Place - Bohemia, NY 11716 T 631.567.1777 • F 631.567.1967 - apexcos.com Ms. Elizabeth Cantrell, Townthold Board of Town Trustees isApril 17, 2014 Orient Point/Orient Harbor Administrative Amendment Reauest Pape 2 Orient Harbor Marina Breakwater/Wave Attenuator • The use of stone revetment has been removed from the breakwater portion of the project area; • The existing bulkheads, which are in very poor condition, will be replaced 12- inches seaward with new sheet piles; • The original extension of the breakwater has been replaced with a wave attenuator consisting of two parallel panels, the bottom of which do not intersect the local seafloor. This will allow for continued migration of sand and have the least effect on submerged aquatic vegetation (SAV); • A 12-cluster dolphin has been added to the southern tip of the wave attenuator; and, • Construction details (e.g., materials, pile spacing, etc.) are indicated in the drawings. Beach Bulkhead In order to protect SAV, the project plans have been revised to include the following: • Prior to conducting any work, the boundaries of the eel grass beds will be visually confirmed and demarcated with buoys, high-visibility stakes or other means to protect them; • The seaward extent of the revetment stone has been "tighten up" in the vicinity of the eel grass bed observed near the southeast portion of the area; and, • All work will be conducted from the land-side to protect the eel grass beds. Please note that the NYSDEC approved the revisions and issued Permit No.: 1-4738- 00158/00023 on September 25, 2013 (see Attachment A). Three full sets of the revised NYSDEC approved drawings are included in Attachment B. During the final design, the project engineer included the installation of batter piles on the wave attenuator and slightly reconfigured the breakwater sheet piles and added one dolphin. The NYSDEC was provided with these revisions on February 13, 2014(see Attachment C). It is anticipated that the NYSDEC will amend /reissue their permit to approve these minor revisions. Also attached to this submission are a revised Town Trustee Local Water Front Revitalization (LWRP)Assessment Form reflecting the NYSDEC-required changes (Attachment D) and $100 application fee (Attachment E). APEX Ms. Elizabeth Cantrell, Town Othold Board of Town Trustees April 17, 2014 Orient Point/Orient Harbor Administrative Amendment Request Paae 3 Thank you in advance for your expeditious review of this matter—the facility is hoping to initiate the project during April to complete bulk of the work before the height of 2014 hurricane season. Please feel free to call me with any questions that you may have at(631) 567-1777, extension 106. Sincerely, Apex Companies, LLC. Richard J. Baldwin, CPG, PG Project Director Enclosures cc: C. LaCour, PIADC C. Pena, CLE /APEX Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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. rp� �� �f`rt �..B. DESCRIPTION OF SITE AND PROPOSED ACTION r ��APR 1 8 2014 SCTM# 15 _ 9 _ 9 / 16-9-6.1, 16-2-1 & 2 II� The Application has been submitted to(check appropriate response): Town Board Planning Dept. [3 Building Dept. F� Board of Trustees I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 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: See attachment for full project description. APEX Project Description and Purpose The proposed project encompasses two locations including the United States Department of Homeland Security(USDHS) Plum Island Animal Disease Center(PIADC)Orient Marina and the eastern-most end of Orient Point, where there is a New York State-owned road maintained by the PIADC. There are PIADC-owned partially-buried electrical and communication cables which "daylight"at the very eastern tip of Orient Point,just east of an existing substation, where thence they run submerged on the sea-floor bottom across Plum Gut to service the PIADC on Plum Island. The PIADC is USDHS-run facility where certain highly-infectious foreign animal diseases are studied, such as foot-and-mouth disease. The PIADC"s primary role is to keep these diseases out of the United States and/or find quicker ways to diagnose them, and develop vaccines and other veterinary treatments. The Orient Point Harbor is one of the PIADC support facilities wherein personnel, equipment, materials, etc., can be delivered, then transported to the Plum Island facility on dedicated vessels. The purpose of the project is to protect/ upgrade support facilities/infrastructure on and adjacent to the facility's support facility located in Orient Point, New York. Orient Harbor: The purpose of this portion of the project is to repair/rehabilitate approximately 400-lineal feet of existing bulkhead which surrounds an existing jetty, and approximately 300-lineal feet of seaward-facing existing bulkhead located to the west of the marina entrance. This work will allow for the long-term continued use of the existing bulkhead systems so that they will not require replacement in the foreseeable future. A second purpose of the work is to provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approximately 45 feet. The work will include the following along the 300-lineal feet of bulkhead to the west of the marina entrance: 1) replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3)emplacement of approximately 300-lineal feet of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and, 5) emplacement of approximately 270- lineal feet of revetment stone along the seaward face of the existing bulkhead. The work along the approximately 400-lineal feet of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g., above mean low water[mlw])of the deteriorated steel bulkhead and/or, depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and, 3)emplacement of revetment stone only on the seaward faces of the existing bulkhead— this will include lengthening the existing jetty by approximately 45-feet(including a seven-pile dolphin with red navigation light installed just off of the jetty) utilizing a panel-type wave attenuator which does not intersect existing bottom conditions to provide safer navigation Apex Companies, LLC • 120-D Wilbur Place - Bohemia, NY 11716 T 631.567.1777 • F 631.567.1967 • apexcos.com conditions for vessels entering the marina. As a mitigation measure, the PIADC will establish coastal plantings in the in the 0.82-acre vacant parcel directly landward of the bulkhead to the west of the marina entrance. Orient Point: The purpose of this portion of the project is to provide long-term stabilization of the PIADC-maintained roadway and utility route, as well as to stabilize/protect the electric and communications cables where they enter Plum Gut. The work to stabilize the roadway will include the installation of approximately 230-lineal feet of revetment stone along the south- facing shoreline and approximately 400-lineal feel of revetment stone along the north-facing shoreline (for a total of approximately 630-lineal feet of materials to be emplaced), all above mlw. There are two options for protecting/stabilizing the sub-grade utility lines, including the following: Option 1: utilize revetment stone to stabilize the utilities where they"daylight" on the eastern tip of Orient Point and enter Plum Gut; or, Option 2: redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station. Option 2 may or may not include the installation of the north-and south-facing revetment materials. APEX Location of action: Orient Point / Orient Harbor Orient Harbor: 10 . 88 Site acreage: Ozient Point . 4 .39 Present land use: Marina / County Park Orient Harbor: Marine II (M II) Present zoning classification: Orient Point : Residential Low Density (R-80) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Plum Island Animal Disease Center / Mr. Doug Ports (b) Mailingaddress: P.O. Box 848, Greenport, NY 11944-0848 (c) Telephone number:Area Code( ) (6 31) 323- 3 210 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No❑ If yes,which state or federal agency? USACE, NYSDEC, NYSDOS and NYSOGS 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.. 0 Yes ❑ No ❑ Not Applicable This water-dependent project will protect Orient Point County Park from erosion, as well as, enhancing the stability of existing marina infrastructure. 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 E No 0 Not Applicable According to the NYS Historic Preservation Office GIS-Public Access map, neither Orient Point, nor Orient Harbor are within an Archeo Sensitive Area (see attached maps) . 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 [3 Not Applicable This project will protect the visual interest of Orient Harbor by restoring the deteriorated dock and related infrastructure located atthe mouth of the Orient Harbor Marina. The installation of revetment stone along the coast of the Orient Point County Park will ensure that that visual and scenic resource will be protected from erosion. (see attached photos and drawings for details) . Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria © Yes D No 0 Not Applicable Planned project will include the installation of limited revetment stone at the Orient Harbor which will protect the bulkhead, located to the west of the marina entrance, and the dock which is located to the east of the marina entrance (see attached drawings for details) . 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 11 Yes 13 No 2 Not Applicable Project will not affect water quality or supply in the Town of Southold. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. © Yes Q No[] Not Applicable Eel grass is a marine, vascular flowing plant. To protect this valuable natural resource from the effects of this project, CLE Engineering conducted an Eel Grass and Probing Survey on December 20, 2011 MR a1sn cnndn nted an Rel (sacs Diva Verification Survey nn .Tamuary 11 , 2012 The results of these surveys—are—shewnethe—atteehed Site Plans (Figures 2A 2F) . During constructton, CLE willw ing or excavation is planned for any areas where eel grass is present. Please see attached drawings for details. 0 0 The NYSDEC required revisions to the original plans will further protect identified eel grass beds by "thinning" up the revetment materials to be placed adjacent to same and requiring that the eel grass beds be demarcated by bouys prior to the conduct of any work. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No© Not Applicable Project will not affect air quality in the Town of Southold. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No © Not Applicable Project will have no affect on environmental degradation due to solid waste of hazardous substances and wastes. 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. © YeEl No❑ Not Applicable This project will ensure the public's continued access to the Orient Point County Park. The installation of revetment along the coast of the Orient Point County Park will protect the park from erosion. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No © Not Applicable This project is on the location of existing water-dependant infrastructure. This project will protect the existing Orient Harbor and the Orient Point County Park from erosion. This will protect the public interest by ensuring the public's continued access to the public park. The Orient Harbor is a Federally-protect facility and in not accessible to the public. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No © Not Applicable The project is not anticipated in impact these resources Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable This project will have no affect on agricultural lands in the Town of Southold Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable This project will have no affect on any energy or mineral resources. Created on 512510511:20 AM James F. King,PresidentO� F014, Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President 3hZ` P.O.Box 1179 Dave Bergen 3 Southold,NY 11971 John Bredemeyer �y Telephone(631)765-1892 Michael J. Domino �Ol Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE N/A Pre-construction, hay bale line N/A 1 st day of construction N/A % constructed XX Project complete — please submit photographs of completed projects on each of the properties to the Office of the Board of Trustees James F. King, President so�jy Town Hall Annex Bob Ghosio,Jr.,Vice-President h0� OlO 54 Main Road P.O.. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer Michael J. Domino �O Telephone(631) 765-1892 Fax(631) 765-6641 OOUIVIY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 19, 2012 Richard J. Baldwin Apex Companies, LLC 120-D Wilbur Place Bohemia, NY 11716 RE: U.S. DEPARTMENT OF HOMELAND SECURITY PLUM ISLAND ANIMAL DISEASE CENTER 40550 ROUTE 25, 41425 ROUTE 25, ORIENT & 3250 & 3380 POINT ROAD, ORIENT POINT SCTM# 15-9-9, 15-9-6.1 & 16-2-1&2 Dear Mr. Baldwin: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 19, 2012 regarding the above matter: WHEREAS, Richard Baldwin on behalf of U.S. DEPARTMENT OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated July 16, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 19, 2012, at which time all interested persons were given an opportunity to be heard, and, 2 • • WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of U.S. DEPARTMENT OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER to: In ORIENT HARBOR - to repair/rehabilitate approx. 400 If. of existing bulkhead which surrounds an existing jetty, and approx. 300 If. of seaward-facing existing bulkhead located to the west of the marina entrance. Provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approx. 45'. The work will include the following along the 300 If. of bulkhead to the west of the marina entrance; 1) replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approx. 300 If. or more of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and 5) emplacement of approx. 270 If. of revetment stone along the seaward face of the existing bulkhead. The work along the approx. 400 If. of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g. above mean low water of the deteriorated steel bulkhead and/or depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead, to include lengthening the existing jetty by approx. 45' (including a seven-pile dolphin with red navigation light installed just off of the jetty). Establish coastal plantings in the .82 acre vacant parcel directly landward of the bulkhead. In ORIENT POINT - Install approx. 230 If. of revetment stone along the south-facing shoreline and approx. 400 If. of revetment stone along the north-facing shoreline (for a total of 630 If. of materials to be emplaced) all above MLW. Utilize revetment stone to stabilize the utilities where they "daylight" on the eastern tip of Orient Point and enter Plum Gut; or redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station; and as depicted on the site plans prepared by CLE Engineering, Inc., last dated March 8, 2012 and stamped approved on September 19, 2012. 3 • • Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $0.00 Very truly yours, y � J James F. King President, Board of Trustees JFK/eac BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7909& 7909C DATE: SEPTEMBER 19,2012 ISSUED TO: U.S.DEPARTMENT OF HOMELAND SECURITY PLUM ISLAND ANIMAL DISEASE CENTER 1. PROPERTY ADDRESS: 40550 ROUTE 25,41425 ROUTE 25,ORIENT& 3250&3380 POINT ROAD, ORIENT POINT SCTM# 15-9-9, 15-9-6.1 & 16-2-1&2 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 1 I 1 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on— Seotember 19,2012,and in consideration of application fee in the sum of$500.00 paid by U.S. Department of Homeland Security Plum Island Animal Disease Center and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to: In ORIENT HARBOR-to repair/rehabilitate approx.400 If.of existing bulkhead which surrounds an existing jetty,and approx.300 If.of seaward-facing existing bulkhead located to the west of the marina entrance.Provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approx.45'.The work will include the following along the 300 If.of bulkhead to the west of the marina entrance; 1)replacement of the existing wale; 2)replacement of existing tiebacks/anchors,as needed;3)emplacement of approx.300 If.or more of filter stone/splash pad directly landward of the existing bulkhead;4)repair of existing steel cap,as needed;and 5)emplacement of approx.270 If.of revetment stone along the seaward face of the existing bulkhead.The work along the approx.400 If.of jetty will include the following: 1)replacement of the existing wales, tiebacks and upper portion(e.g.above mean low water of the deteriorated steel bulkhead and/or depending on their condition,in-kind replacement of steel sheet piles on an as-needed basis;2)installation of filter stonetsplash pad interior of the jetty;and 3)emplacement of revetment stone only on the seaward faces of the existing bulkhead,to include lengthening the existing jetty by approx.45'(including a seven-pile dolphin with red navigation light installed just off of the jetty).Establish coastal plantings in the.82 acre vacant parcel directly landward of the bulkhead.In ORIENT POINT-Install approx.230 If.of revetment stone along the south-facing shoreline and approx.4001f.of revetment stone along the north-facing shoreline(for a total of 6301f.of materials to be emplaced) all above MLW.Utilize revetment stone to stabilize the utilities where they"daylight"on the eastern tip of Orient Point and enter Plum Gut;or redirect and bury the utility lines such that they run offshore,parallel and north of Orient Point,then make landfall and continue sub-grade to an existing sub-station;and as depicted on the site plans prepared by CLE Engineering,Inc.,last dated March 8,2012 and stamped approved on September 19,2012. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. F01h,Q'OGgob Ghosio, Jr. — Abse S COD • OV of C� y�ol 41 Sao* 0 0 TERMS AND CONDITIONS The Permittee U.S. Department of Homeland Security,Plum Island Animal Disease Center, residing at United States Govcmment, Washington, DC 20000 as part of the consideration for the issuance of the Permit does understand and prescribe to the following: I. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 0 9 James F. King, President �� sot/jyQ/ Town Hall Annex Bob Ghosio,Jr.,Vice-President `0 54376 Main Road P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Telephone(631) 765-1892 Michael J. Domino Q OOUNT'1 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #7909C Applicant/Agent: Richard Baldwin of Apex Companies, LLC Permittee: U.S. Department of Homeland Security, Plum Island Animal Disease Center SCTM#: 15-9-9, 15-9-6.1 & 16-2-1&2 Project Location: 40550 Route 25, 41425 Route 25, Orient & 3250 & 3380 Point Road, Orient Point Date of Resolution/Issuance: September 19, 2012 Date of Expiration: September 19, 2014 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To: In ORIENT HARBOR - to repair/rehabilitate approx. 400 If. of existing bulkhead which surrounds an existing jetty, and approx. 300 If. of seaward-facing existing bulkhead located to the west of the marina entrance. Provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approx. 45'. The work will include the following along the 300 If. of bulkhead to the west of the marina entrance; 1) replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approx. 300 If. or more of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and 5) emplacement of approx. 270 If. of revetment stone along the seaward face of the existing bulkhead. The work along the approx. 400 If. of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g. above mean low water of the deteriorated steel bulkhead and/or depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead, to include lengthening the existing jetty by approx. 45' (including a seven-pile dolphin with red navigation light installed just off of the jetty). Establish coastal plantings in the .82 acre vacant parcel directly landward of the bulkhead. In ORIENT POINT- Install approx. 230 If. of revetment stone along the south-facing shoreline and approx. 400 1f. of revetment stone along the north-facing shoreline (for a total of 630 If. of materials to be emplaced) 2 all above MLW. Utilize revetment stone to stabilize the utilities where they "daylight' on the eastern tip of Orient Point and enter Plum Gut; or redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station; and as depicted on the site plans prepared by CLE Engineering, Inc., last dated March 8, 2012 and stamped approved on September 19, 2012. INSPECTIONS: Please submit photographs of completed projects on each property to the Office of the Board of Trustees in lieu of an inspection. SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: N/A A maintenance agreement is attached hereto and is a necessary special condition of this permit. r� CZ BY: , James P. King, President Board of Trustees SOUTHOL D TRUSTEES No. p E R m I T Issued To • • • • ' • c1r, Date Of jr-jr Ff Andress 40S50 &A ?s , oris-M,, • THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE•TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 SOUT H. OLD TRUSTEES Nu. /,Alto, p ERMIT Issued To • • • • • s• e-r, Date Address W4-2s C& 24 bYILftE • THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 SOUTHOLD TRUSTEES No. PT Ila /102 Issued To • • zit. r4ro Date Address 325b Pbo*r• foga , &4n4- • THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE DOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 SOUTHOL D TRUSTEES No. �go9 + qc p E R m I T Issued TolA *S& bAllS*kL ,& - nlx Date Address 33So PbAw fnad % Qrl'fv%4- THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 Cantrell, Elizabeth From: Standish, Lauren Sent: Friday, September 21, 2012 10:46 AM To: Cantrell, Elizabeth; Nunemaker, Amanda Subject: FW: Plum Island Animal Disease Center(DOS#F-2012-0657 (DA)) Attachments: COASTAL-#42311-v1-F-2012-0657_(DA)_2ndNDI_RFI.PDF; COASTAL-#37633-v1- F-2012-0657(DA)_N DI_RFI.PDF From: Street, Jennifer(DOS) fmailto:Jennifer.StreetC'Odos.nv.govl Sent: Friday, September 21, 2012 10:43 AM To: Rich Baldwin Cc: Standish, Lauren; Terry, Mark; Jensen, Stacey M HQ02; 'Roger Evans, NYSDEC'; Nancy.Dwyer(&ogs.state.ny.us Subject: Plum Island Animal Disease Center(DOS#F-2012-0657 (DA)) Mr. Baldwin, Please find attached the NYS Dept. of State's second request for necessary data and information regarding the above-mentioned proposal, as well as a copy of the initial request. The original has been placed in the mail to you today. Please do not hesitate to contact me if you have any questions or concerns. Sincerely, Jennifer L.Street Coaual Resourn's Specialist NY S Dept. of State 1)iv1.1o11 of Coastal Resources line Commerce plaza 99 W.'Alington Avenue Albany. NY 1 231 318 474 1737 1 STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A. PERALES GOVERNOR ALBANY, NY 12231-0001 July 30, 2012 __17 July Mr. Richard J. Baldwin, CPG, PG 1 2 2012 SEP �r �1 APEX Companies, LLC, 120-D Wilbur Place Bohemia,NY 11716 Sm:�h7el� town RV,ss' din,E'eP's Re: F-2012-0657(DA)—Department of Homeland Security/Plum Island Animal Disease Center (PIADC) submission of a consistency determination for proposed bulkhead repair and maintenance and new shoreline stabilization, Orient Harbor and Orient Point Properties,Orient, Town of Southold, Suffolk County. Receipt of Consistency Determination,Request for Additional Information, and Notifleation That Review Has Not Beeun Dear Mr. Baldwin: On July 16, 2012 the Department of State (DOS) received the Department of Homeland Security— PIADC's consistency determination statement and supporting documentation regarding the consistency of the above-referenced proposal with the New York State Coastal Management Program. However, DOS has not been provided with the information required pursuant to 15 CFR Part 930.39. Therefore, pursuant to 15 CFR Part 930.41(a), the DOS 60-day review period pursuant to 15 CFR Part 930.41 has not begun. The DOS decision-making review period will begin when the Department of Homeland Security— PIADC provides DOS with the information required by 15 CFR Part 930.39. This information is necessary for the DOS to adequately assess the effects of the proposal on the coastal area and its uses, and to provide comprehensive data and information sufficient to support the Department of Homeland Security—PIADC's consistency statement. The following necessary information should be provided for DOS' review: 1. 15 CFR Part 930.39 describes the required content of a consistency determination and states "the statement must be based upon an evaluation of the relevant enforceable policies of the management program. A description of the evaluation shall be included in the consistency determination, or provided to the State agency simultaneously with the consistency determination if the evaluation is contained in another document." The PIADC's proposed activities will occur within the boundaries of the Town of Southold's Local Waterfront Revitalization Program (LWRP), which is a federally approved refinement of the NYS CMP. Please utilize the policies contained within the Town of Southold's LWRP for your policy analysis. W .DOS.STATEAY.US E-MAIL:INFO@DOS.STATE.NY.US F-2012-0657(DA) NDI/RFI USDHSIPIADC p.2 These policies can be obtained from our website at: hup://wwwdosnys.ov/coinmunitieswaterfronts/WFRevitaliration/1.,WRP status.htmlorby contacting the municipality. 2. 15 CFR Part 930.39 also states "The consistency determination shall also include a detailed description of the activity, its associated facilities, and their coastal effects, and comprehensive data and information sufficient to support the Federal agency's consistency statement." You have provided a detailed description of the proposed activities for both locations however; you have not provided a description of the anticipated coastal effects. You have provided a project description and drawings for three (3) options for the activity proposed for the Orient Point property, but have not provided any analysis of these alternatives,nor have you indicated the preferred alternative for this location. Please provide an analysis of the coastal effects for the activities proposed at both locations, and for each of the options provided for the Orient Point location. Please also identify the preferred alternative for the Orient Point location. If you have any questions or need any other assistance regarding this matter,please contact me at (518)474-1737 (e-mail JGmlfer.Suect(d,dos.ny. ov). For additional information regarding the consistency requirements of the Coastal Zone Management Act in New York State,please visit: 11Up://www.dos.ny.!,a)v/conummitieswaterfronts/publicationsTools/laws rcas.html. Sincerely, J4 I�J_ Coastal Resources Specialist Division of Coastal Resources Ce: Lauren Standish for the Board of Trustees, Town of Southold—via e-mail Mark Terry—LW RP, Town of Southold—via e-mail Roger Evans—NYSDEC Region 1 (1-473 8-00158/00023)—via e-mail Stacey Jensen—COE/New York District—via e-mail Douglas Ports—USDHS/PIADC STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A. PERALES GOVERNOR ALBANY, NY 12231-0001 FN September 21,2012 Ili'i I �n i Mr. Richard J. Baldwin,CPG, PG 2 ) 20� U� APEX Companies, LLC. 120-D Wilbur Place Bohemia,NY 11716ov,n `,Is!ees Re: F-2012-0657(DA)—Department of Homeland ecun Plum Island Animal Disease Center(PIADC) submission of a consistency determination for proposed bulkhead repair and maintenance and new shoreline stabilization,Orient Harbor and Orient Point Properties, Orient,Town of Southold,Suffolk County. Second Request for Necessary Data and Information, and Notification That Review Has Not Beeun Dear Mr. Baldwin: On July 16,2012 the Department of State(DOS)received the Department of Homeland Security—PIADC's consistency determination statement and supporting documentation regarding the consistency of the above- referenced proposal with the New York State Coastal Management Program. On July 20,2012,DOS had requested necessary data and information required to begin the consistency review(enclosed). However, DOS has still not been provided with the information required pursuant to 15 CFR Part 930.39. Therefore,pursuant to 15 CFR Part 930.41(a),the DOS 60-day review period pursuant to 15 CFR Part 930.41 has not begun. The DOS decision-making review period will begin when the Department of Homeland Security—PIADC provides DOS with the information required by 15 CFR Part 930.39(enclosed). This information is necessary for the DOS to adequately assess the effects of the proposal on the coastal area and its uses,and to provide comprehensive data and information sufficient to support the Department of Homeland Security—PIADC's consistency statement. If you have any questions or need any other assistance regarding this matter,please contact me at (518)474-1737(e-mail Ieiinifer.Sti-ect(ados.ny.�!ox). For additional information regarding the consistency requirements of the Coastal Zone Management Act in New York State,please visit: htp'i,www dos ny gov/communiticsAalcrfronts'aubIications]ools/laws regs.html. Sincerely, J4 11�V ._ Coastal Resources Specialist Division of Coastal Resources Cc: Lauren Standish for the Board of Trustees,Town of Southold—via e-mail Mark Terry—LWRP, Town of Southold—via e-mail WWW.DOS.STATE.NY.US E-MAIL:INFOQDOS.STATE.NY.US 9 Roger Evans—NYSDEC Region I (1-4738-00158/00023)—via e-mail Stacey Jensen—COE/New York District—via e-mail Douglas Ports—USDHS/PIADC NYS OGS—Nancy C. Dwyer—via e-mail • �gpFFO(,fc • Peter Young,Chairman Town Hall, 53095 Main Rd. Lauren Standish,Secretary r P.O.Box 1179 `>F Southold,NY 11971 T PlfXd{i3L�7 6tP 1 I --- -- — - Conservation Advisory Council SEP 14 Town of Southold P S At the meeting of the Southold Town Conservation Advisory Council held Wed., September 12, 2012 the following recommendation was made: Moved by Doug Hardy, seconded by Jack McGreevy, it was RESOLVED to SUPPORT the Wetland Permit and Coastal Erosion Permit applications of US DEPT. OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER for the following - ORIENT HARBOR -to repair/rehabilitate approx. 400 If. of existing bulkhead which surrounds an existing jetty, and approx. 300 If. of seaward-facing existing bulkhead located to the west of the marina entrance. Provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approx. 45'. The work will include the following along the 300 If. of bulkhead to the west of the marina entrance; 1)replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approx. 300 If. of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and 5) emplacement of approx. 270 If. of revetment stone along the seaward face of the existing bulkhead. The work along the approx. 400 If. of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g. above mean low water of the deteriorated steel bulkhead and/or depending on their condition, in-kind replacement of steel sheet piles on an as- needed basis; 2) installation of filter stone/splash pad interior of the jetty; and 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead, to include lengthening the existing jetty by approx. 45' (including a seven-pile dolphin with red navigation light installed just off of the jetty). Establish coastal plantings in the .82 acre vacant parcel directly landward of the bulkhead. ORIENT POINT - Install approx. 230 If. of revetment stone along the south-facing shoreline and approx, 400 If. of revetment stone along the north-facing shoreline (for a total of 630 If. of materials to be emplaced) all above MLW. Utilize revetment stone to stabilize the utilities where they "daylight" on the eastern tip of Orient Point and enter Plum Gut; or redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station. Located: 40550 Route 25, Orient and Orient Point. SCTM#15-9-9, 15-9-6.1 & 16-2-1&2 Inspected by: Peter Young The CAC Supports the applications and recommends a vegetated non-turf buffer along the parking lot. There is a concern, however, with the impact the extended jetty will have on the replenishment of the shorelines to the west. Vote of Council: Ayes: All Motion Carried U.S.Dept.of Homeland Security Plum Island Animal Disease Center - r • �!' '.a dent Point CTM#15-9-6.1 &16-2-1&2 /12/2012 - �'"` �'' '" ✓ A- r " p JC 1 �t 141 t i �}' i ' � ✓ - it � � y'� t A! n 4 ,N. � , ✓ _ r ASRC P.O. Box 2091 Greenport NY 11944 Tel: 631-323-3073 Fax 631-323-3087 9.10.12 Mr. Roger Evans Regional Permit Administrator New York State Department of Environmental Conservation SUNY @ Stony Brook 50 Circle Road Stony Brook, NY 1 1790-3409 SEP 1 0 2012 Ms. Elizabeth Cantrell r Town of Southold Board of Town Trustees Town Hall Annex Building Goat;of Tntstees 54375 Route 25 ---- P.O. Box 1 179 Southold NY 1 1971 Subject: PIADC Orient Harbor Marina Jetty Extension Dear Mr. Evans and Ms. Cantrell, Primus Solutions Inc. is the Operations& Maintenance contractor at the Plum Island Animal Disease Center (PIADC) and is responsible for the operation of the ferries. We carry passengers and freight year around, night and day, in and out of Orient Harbor, often in inclement weather, navigating 110' and 120' ferries through this narrow harbor entrance over 20 times/day. When sustained winds from the NE, to SE exceed 25 knots an easterly surf condition builds up at the harbor entrance that often forces us to suspend operations. Specifically the breaking surf condition can overpower the vessels' rudders or pick up the stern and cause a near broach as they steer into the harbor entrance"throat". I have worked as a ferry Captain at PIADC since 1999 and estimate that on average we have to cancel 6+days/year or 120+ ferry trips/year due to easterly surf at the harbor entrance in weather that is otherwise safe to operate in. By extending the jetty approximately 45 feet it is anticipated that the easterly surf condition will be mitigated and the ferry Captains will have more maneuvering room and margin for error; increasing the safety of navigation and requiring fewer trip cancellations. _------ --n_, �LQpp���1. EiS WC / 6303 l y Lane•Snne 130-Greenbelt.MD•20770 1? 301837 5500 30 U V 1477 ASRC P.O. Box 2091 Greenport NY 1 1944 Tel: 631-323-3073 Fax 631-323-3087 Please do not hesitate to contact me at ext. 3073 if you have any questions or need more information. Best regards, L�dCharles LaCour, Primus Transportation Manager Charles.lacoar,�i associatcs.dhs.eov CC: File ASRC 63031ry Lane•Suu-130 Greenbell.MD•20]9(1 j, 301 837 55W Fa 301 H37 M11 Cantrell, Elizabeth From: Richard Baldwin <RBaldwin@apexcos.com> Sent: Monday, September 10, 2012 2:57 PM To: Cantrell, Elizabeth Subject: PIADC Orient Harbor Marina Jetty Extension Attachments: Orient Point Captains Letter(091012).pdf Elizabeth, Per our conversation of this morning, please find the attached letter prepared by one of the Applicant's Ferry Captain regarding current navigational challenges with respect to the harbor's current infrastructure. Thank you for your continued assistance in this matter, and please feel free to call me with any questions you may have. Rich W# Richard Baldwin Ar\ Apex Companies,LLC APEX P E X B2ohe WilburNY 11lace 1716 , . . 0)631-567-1777ext.106 M)631-987-6710 Privacy Notice:This message and any attachment(s)hereto are intended solely for the individual(s)listed in the masthead.This message may contain information that is privileged or otherwise protected from disclosure.Any review,dissemination or use of this message or its contents by persons other than the addressee(s)is strictly prohibited and may be unlawful.0 you have received this message in error,please notify the sender by return e-mail and delete the message from your system.Thank you. � I i SEP 1 0 2012 }l_ L"-141 rlTd of Testees 1 08/1B/2012 83:48 631854.7 SC PARKS • PAGE 02 F. COUNTY OF SUFFOLK 1 , [ u E � �II AUG 2 1 2012 L,i STEVENBEt1.ONE Southhol5 Town SUFFOLK COUNTY EXECUTIVE Foard of Trustees DEPARTMENT OF GREG DAWSON COMMISSIONER PARKS,RECREATION AND CONSERVATION August 20,2012 Jahn Searing,PE Project Engineer. Primus Solutions Plum Island Animal Disease Center Re: Proposed improvements to Orient Point County Park,Town of Sotithold Dcar MT, Scaring: In response to your request, Suffolk County Parks hereby authorizes,in concept,the actions described in the documents you provided to this office August 1,2012. In part,the proposal calls for the stabilization of the existing roadway and the installation of rock revetment. Of the two options described, Suffolk County Parks would prefer Option 1. This authorization is provided only so that the application and permit.process may continue. Parks does not authorize commencement of work at this time,and we will not do so Lentil a final decision is made on which option is chosen and all necessary permits(including New York State)are secured. In addition,be advised that an access agreement must be executed between Parks and your contractor;this process can commence when you provide a draft of the agreement to Parks. Should you have any questions regarding this conditional authorization,please contact Nick Gibbons at N631-854-0971. Sincerely, i �~,;7 Greg Dawson,Commissioner Suffolk County Department of Parks,Recreation and Conservation cc: Jim Barr,Superintendent Nick Gibbons,Principal Environmental Analyst Mike Laearbara, Park Supervisor 11 MONTAUK HIGHWAY-P.0.BOX 144 WEST SAYVILLE.NEWYORK 11796.0144 (671)65/4949 FAX:(671)6614677 covd�r ppreK3 Cantrell, Elizabeth I I i From: Standish, Lauren Sent: Tuesday, August 21, 2012 11:51 AM AUG 2 ] 2�]� To: Cantrell, Elizabeth Cc: rbaldwin@apexcos.com Subject: FW: [New Sender - ] - Orient Point DHS Applicati n - Messail,W, e unknown sender Attachments: Suffolk County Authorization Letter.pdf Good morning Mr. Baldwin, Since we last spoke, I have transferred to the Town Supervisor's office and no longer handle the Wetland Permit applications. I forwarded your e-mail to Liz Cantrell, who will be handling your application. Please feel free to contact her at 765-1892 if you have any questions. Lauren Standish From: Richard Baldwin rmailto:RBaidwin(aOaoexcos.com] Sent: Tuesday, August 21, 2012 11:46 AM To: Standish, Lauren Cc: Lacour, Charles (CTR); 'cpena@cleengineering.com'; 'mcount@cleengineering.com'; Heather Moran-Botta Subject: [New Sender - ] Orient Point DHS Application - Message is from an unknown sender Good Morning Lauren, Per our earlier conversations, please find the attached letter from the County of Suffolk Department of Parks, Recreation and Conservation authorizing, in concept, the proposed work on the County-owned land. As I understand, with the submission of this letter, our Town Trustees applications should be considered complete and will be included in the September 19th work session (with a Trustee's field inspection, if required, on September 12th). Please note that Mr. Charles LaCour at will need to be contacted at (631) 404 2650 to provide access to the secure Orient Harbor facility. Thank you for your continued assistance in this matter. Please call me at your convenience to confirm the status of the application, or with any question you may have. Rich Richard Baldwin fft Apex Companies,LLC 120-D Wilbur APEX Bohemia,NY 111716 0)631-567-1777 ext.106 M)631-987-6710 Privacy Notice:This message and any attachment(s)hereto are intended solely for the individual(s)listed in the masthead.This message may contain information that is privileged or otherwise protected from disclosure.Any review,dissemination or use of this message or its contents by persons other than the addressee(s)is strictly prohibited and may be unlawful.If you have received this message in error,please notify the sender by return e-mail and delete the message from your system.Thank you. 1 OgUF FO( James F. King,PresidentV �C P.O. Box 1179 Bob Ghosto,Jr,Vice-President � �Z Southold,NY 11971 Dave Bergen w Telephone(631 765-1892 John Bredemeyer 0 Fax(631)765-6641 Michael J. Domino Southold Town Board of Trustees Field InspectionlWorksession Report Date/Time: US DEPT. OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER requests a Wetland Permit and Coastal Erosion Permit– ORIENT HARBOR - to repair/rehabilitate approx. 400 If. of existing bulkhead which surrounds an existing jetty, and approx. 300 If. of seaward-facing existing bulkhead located to the west of the marina entrance. Provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approx. 45'. The work will include the following along the 300 If. of bulkhead to the west of the marina entrance; 1)replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approx. 300 If. of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and 5) emplacement of approx. 270 If. of revetment stone along the seaward face of the existing bulkhead. The work along the approx. 400 If. of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g. above mean low water of the deteriorated steel bulkhead and/or depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead, to include lengthening the existing jetty by approx. 45' (including a seven-pile dolphin with red navigation light installed just off of the jetty). Establish coastal plantings in the .82 acre vacant parcel directly landward of the bulkhead. ORIENT POINT - Install approx. 230 If. of revetment stone along the south-facing shoreline and approx. 400 If. of revetment stone along the north-facing shoreline (for a total of 630 If. of materials to be emplaced) all above MLW. Utilize revetment stone to stabilize the utilities where they "daylight" on the eastern tip of Orient Point and enter Plum Gut; or redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station. Located: 40550 Route 25, Orient and Orient Point. SCTM#15-9-9, 15-9- 6.1 & 16-2-1&2 Types of area to be impacted: `Saltwater Wetland _Freshwater Wetland / Sound _Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: �Chapt.275 /�Chapt. 111 _other Type of Application: Wetland _Coastal Erosion _Amendment —Administrative—Emergency _Pre-Submission Violation Info needed: Modifications: fi�vd 4 v' Conditions: < - q a� felirn rf\ W e5f �Yzy) u 6 lig h I ex e s w �-, Prejnt Were: J. King _B. Ghosio / D. Bergen, Bredemeyer_,� Michael Domino D. Dzenkowski other Form filledoyt in e ild by Tgyp✓ Mailed/Faxed to: Date: Photograph No. 1: View of Orient Point looking east. Photograph was taken on February 2, 2012 at 10:54 EST. �i { Photograph No. 2: View of Orient Point looking west. Both sides of the peninsula will be improved with stone revetment. Photograph was taken on February 2, 2012 at 11:04 EST. A APEX .XJ. :app Photograph No. 3: View of Orient Point Looking west where utilities "daylight' into Plum Gut. Photograph was taken on February 2, 2011 at 12:01 EST. Ip i Photograph No. 4: View of Orient Harbor looking west from the mouth of the marina. Photograph was taken on February 2, 2011 at 12:40 EST. A APEX Photograph No. 6: View of dock at Orient Harbor looking south. Photograph was taken on February 2, 2012 at 12:50 EST. Photograph No. 6: View of Orient Harbor looking east. Photograph was taken on February 2, 2012 at 12.40 EST. Art APEX 00 Photograph No. 7: View of Orient Harbor looking south. Photograph was taken on February 2, 2012 at 12:45 EST. Photograph No. 8: View of Orient Harbor looking west. Photograph was taken on February 2, 2012 at 12:46 EST. A APEX Click on maG tc: Pan Apo /OS 58 74 RB°� 36 az; B8 63 $, 53 �`� '�O°n �9^•ient Pt i-�.Chthouse Mjdr�a _ O _ 65 41 77 --��.. Legend Background Mapa Qf I M 1 ISrannetl Quaac) * r•• Point •l*i'e . • v Arched Senaltiva Area • u• P + •;9' fl • , '• Stal"atlonal Roglater • v � .• ORIENT POINT ♦ m +� �, ,wn� • • f - 'tCOUNI PARK x Nachnal tional Eligibility + �,N an ifs • . ••a • National Rplatar LI•[.E a{1 'S• • U16 C a..yy • F� f�� ® (only) + iP•• �• •t! ne • •'i9 c '.. ?� Listing In Frog", Poi • �,•, ` • ••v113f i •i� • - 3 Slate Parka - • f .h J�� 9e• • o _ -'�S- 0 County eaunearW O .em Taa Cledit qualifying n o � '°•' Orient: �• '�:�s srina Tx[a Po' • � mt ate,,. • . ,a •g��go,��n�a�;�n� .e. 8 I , a D25 LD.<0 MO fip pp,fi5 117 2. y 3 a^ ',l• a b �r AV W LL M'S . Ca '•..y\er.c�s i - -- �- -- -- _ COUNTY OF SUFFOLK © LqN ° —�._ oil �. Q "�.. -_�- •_-.-_ - R ProMm'TV SeevbLMapry � o sE�'Sfi [ ..._.-__ � .. _— �'- -_•-- �,.-_._- � m do�r,r.rrmn PROPF- Ebb am �ND 10111 'it woo n N `0"S ,sem > �er, -a —.gni o> 31 ¢� i/ .�...� .. — — rvor¢s COUNTY OF SUFFOLK Real Property Tex S mAmrY I a e E76 OFFICE LOCATION: Of soalyo MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 # Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) CA Southold, NY 11971 Q Telephone: 631 765-1938 i� Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jim King, President SEP 1 R 2012 Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: September 17, 2012 Re: Proposed Wetland Permit for U.S. DEPT. OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER SCTM#1000-15-9-9, 15-9-6.1 & 16-2-1&2 Richard Baldwin on behalf of U.S. DEPT. OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER requests a Wetland Permit and Coastal Erosion Permit— ORIENT HARBOR - to repair/rehabilitate approx. 400 If. of existing bulkhead which surrounds an existing jetty, and approx. 300 If. of seaward-facing existing bulkhead located to the west of the marina entrance. Provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approx. 45'. The work will include the following along the 300 If. of bulkhead to the west of the marina entrance; 1) replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approx. 300 If. of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and 5) emplacement of approx. 270 If. of revetment stone along the seaward face of the existing bulkhead. The work along the approx. 400 If. of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g. above mean low water of the deteriorated steel bulkhead and/or depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead, to include lengthening the existing jetty by approx. 45' (including a seven-pile dolphin with red navigation light installed just off of the jetty). Establish coastal plantings in the .82 acre vacant parcel directly landward of the bulkhead. ORIENT POINT - Install approx. 230 If. of revetment stone along the south-facing shoreline and approx. 400 If. of revetment stone along the north-facing shoreline (for a total of 630 If. of materials to be emplaced) all above MLW. Utilize revetment stone to stabilize the utilities where they "daylight" on the eastern tip of Orient Point and enter Plum Gut; or redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an 0 existing sub-station. Located: 40550 Route 25, 41425 Route 25 & 3250 & 3380 Point Road, Orient and Orient Point. SCTM#15-9-9, 15-9-6.1 & 16-2-1&2 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that the Board considers the following: In the event that the action is approved the following BMP is required pursuant to: § 275-11. Construction and operation standards. A. General. The following standards are required for all operations within the jurisdiction of the Trustees: (2) Erosion control. Installation of an erosion control structure is necessary during any building, grading, landscaping or site work activity within Trustee jurisdiction. This structure may include, but is not limited to, installation of a silt fence, hay bales, wood chip berm and silt booms. The placement of the erosion control structure(s) shall be determined by the Trustees or their designee. All intertidal construction and excavation requires the installation of a silt boom that will retain all suspended sediments within the immediate project area. Require the installation of a silt boom in areas where practicable. 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: Lori Hulse, Assistant Town Attorney Cantrell, Elizabeth From: Standish, Lauren Sent: Tuesday, August 21, 2012 11:51 AM To: Cantrell, Elizabeth Cc: rbaldwin@apexcos.com Subject: FW: [New Sender - ] - Orient Point DHS Application - Message is from an unknown sender Attachments: Suffolk County Authorization Letter.pdf Good morning Mr. Baldwin, Since we last spoke, I have transferred to the Town Supervisor's office and no longer handle the Wetland Permit applications. I forwarded your e-mail to Liz Cantrell, who will be handling your application. Please feel free to contact her at 765-1892 if you have any questions. Lauren Standish From: Richard Baldwin rmallto:RBaldwin@ai)excos.coml Sent: Tuesday, August 21, 2012 11:46 AM To: Standish, Lauren Cc: Lacour, Charles (CTR); 'cpena@cleengineering.com'; 'mcount@cleengineering.com'; Heather Moran-Botta Subject: [New Sender - ] Orient Point DHS Application - Message is from an unknown sender Good Morning Lauren, Per our earlier conversations, please find the attached letter from the County of Suffolk Department of Parks, Recreation and Conservation authorizing, in concept, the proposed work on the County-owned land. As I understand, with the submission of this letter, our Town Trustees applications should be considered complete and will be included in the September 19th work session (with a Trustee's field inspection, if required, on September 12th). Please note that Mr. Charles LaCour at will need to be contacted at(631) 404 2650 to provide access to the secure Orient Harbor facility. Thank you for your continued assistance in this matter. Please call me at your convenience to confirm the status of the application, or with any question you may have. Rich Richard Baldwin Q Apex Companies,LLC E Bohe a0-0 Wilbur NY 1 lace Ar- 1716 0)631-567-1777ext.106 M)631-987-6710 Privacy Notice:This message and any attachment(s)hereto are intended solely for the individualist listed in the masthead.This message may contain information that is privileged or otherwise protected from disclosure.Any review,dissemination or use of this message or its contents by persons other than the addressee(s)is strictly prohibited and may be unlawful.If you have received this message in error,please notify the sender by return e-mail and delete the message from your system.Thank you. 1 08/1B/2012 03:48 631857 SC PARKS • PAGE 02 COUNTY OF SUFFOLK is STEVEN BELLONE SUFFOLKCOUNTYEXECUTNE DEPARTMENT OF GREG DAWSON PARKS,RECREATION AND CONSERVATION cOMMISSIONER i 1..CG 2 1 — – August 20,2012 John Searing,PE Project.Engineer. Primus Solutions Plum Island Animal Disease Center Re: Proposed improvements to Orient Point County Park,Town of Southold Dear Mr. Searing: In response to your request,Suffolk County Parks hereby authorizes,in concept,the actions described in the documents you provided to this office August 1,2012. In part,the proposal calls for the stabilization of the existing roadway and the installation of rock revetrnent. Of the two options described,Suffolk County Perles would prefer Option I. This authorization is provided only so that the application and permit.process may continue. Parks does not authorize commencement of work at this time,and we will not do so until a final decision is made on which option is chosen and all necessary permits(including New York State)are secured. In addition, be advised that an access agreement must be executed between Parks and your contractor;this process can commence when you provide a draft of the agreement to Parks. Should you have any questions regarding this conditional authorization,please contact Nick Gibbons at #631-854-0971. Sincerely, Greg Dawson,Commissioner Suffolk County Department of Parks,Recreation and Conservation cc: Jim Barr, Superintendent Nick Gibbons,Principal Environmental Analyst Mike LaBarbera, Park Supervisor 11 MONTAUK NIGNWAY-P.O.BOX 144 WEST aAYVILLE.NEWYORK 11796.0144 (671)9544949 FAX: 1671)6544977 ppjtKg Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Tran$er y,.on Aeceived Applica 7 1 V Received Fee:$ t6. - Completed Application_ _ Incomplete _SEQRAClassification: JUL 1 6 Type I Type If Unlisted D 2��2 _Coordination:(date sent) iLWRP Consistency Ac—­ c^-^ —CAC Referral Sent:_ 1-Date of Inspection: _Receipt of CAC Report _Lead Agency Determination: Technical Review: t/`ublic Hearing Held: Resolution: Name of Applicant U.S. Dept. of Homeland Security, Plum Island Animal Disease Center Address P.O. Box 848, Greenport, NY 11944-0848 Phone Number:( 34 323-3073 Suffolk County Tax Map Number: 1000 - 15-9-9 / 766-9-6 . 1, 16-2-1 & 2 Property Location: Orient Harbor - 40550 Main Road (Route 25) , Orient NY / Orient Point - Point Road, located at the tip of the north fork of Long Island. (provide LILCO Pole #, distance to cross streets, and location) AGENT:Mr. Richard J. Baldwin, Apex (If applicable) Address: 120-D Wilbur Place, Bohemia, NY 11716 Phone: 631-e67-1777,ext. tos �O�aa�la. Ard of Trustees Application• GENERAL DATA Land Area(in square feet): orient Harbor - 187,000 / orient Point - 15, 534 Area Zoning:Orient Harbor: Marine II (M II) Orient Point : Residential Low Density A (R-80) Previous use of property: Marina / County Park Intended use of property: same Covenants and Restrictions: Yes X No If"Yes", please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept. Yes X No Does the structure (s)on property have a valid Certificate of Occupancy Yes X No Prior permits/approvals for site improvements: Agency Date NYSDEC Tidal Wetlands 3/5/2009 NYSDEC Water Quality 3/5/2009 NYSDEC Ex. & Fill 3/5/2009 No prior permits/approvals for site improvements. Has any permitlapproval ever been revoked or suspended by a governmental agency? x No Yes If yes, provide explanation: Project Description (use attachments if necessary): Please see attachment for full project description. APEX Project Description and Purpose The proposed project encompasses two locations including the United States Department of Homeland Security (USDHS) Plum Island Animal Disease Center(PIADC) Orient Marina and the eastern-most end of Orient Point, where there is a New York State-owned road maintained by the PIADC. There are PIADC-owned partially-buried electrical and communication cables which "daylight" at the very eastern tip of Orient Point,just east of an existing substation, where thence they run submerged on the sea-floor bottom across Plum Gut to service the PIADC on Plum Island. The PIADC is USDHS-run facility where certain highly-infectious foreign animal diseases are studied, such as foot-and-mouth disease. The PIADC"s primary role is to keep these diseases out of the United States and /or find quicker ways to diagnose them, and develop vaccines and other veterinary treatments. The Orient Point Harbor is one of the PIADC support facilities wherein personnel, equipment, materials, etc., can be delivered, then transported to the Plum Island facility on dedicated vessels. The purpose of the project is to protect/ upgrade support facilities/infrastructure on and adjacent to the facility's support facility located in Orient Point, New York. Orient Harbor: The purpose of this portion of the project is to repair/rehabilitate approximately 400-lineal feet of existing bulkhead which surrounds an existing jetty, and approximately 300-lineal feet of seaward-facing existing bulkhead located to the west of the marina entrance. This work will allow for the long-term continued use of the existing bulkhead systems so that they will not require replacement in the foreseeable future. A second purpose of the work is to provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approximately 45 feet. The work will include the following along the 300-lineal feet of bulkhead to the west of the marina entrance: 1) replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approximately 300-lineal feet of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and, 5) emplacement of approximately 270- lineal feet of revetment stone along the seaward face of the existing bulkhead. The work along the approximately 400-lineal feet of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g., above mean low water[mlw]) of the deteriorated steel bulkhead and/or, depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and, 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead— this will include lengthening the existing jetty by approximately 45-feet(including a seven-pile dolphin with red navigation light installed just off of the jetty)to provide safer navigation conditions for vessels entering the marina. As a mitigation measure, the PIADC will establish Apex Companies, LLC • 120-D Wilbur Place - Bohemia, NY 11716 T 631.567.1777 • F 631.567.1967 • apexcos.com coastal plantings in the in the 0.82-acre vacant parcel directly landward of the bulkhead to the west of the marina entrance. Orient Point: The purpose of this portion of the project is to provide long-term stabilization of the PIADC-maintained roadway and utility route, as well as to stabilize/ protect the electric and communications cables where they enter Plum Gut. The work to stabilize the roadway will include the installation of approximately 230-lineal feet of revetment stone along the south- facing shoreline and approximately 400-lineal feel of revetment stone along the north-facing shoreline (for a total of approximately 630-lineal feet of materials to be emplaced), all above mlw. There are two options for protecting/stabilizing the sub-grade utility lines, including the following: Option 1: utilize revetment stone to stabilize the utilities where they "daylight' on the eastern tip of Orient Point and enter Plum Gut; or, Option 2: redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station. Option 2 may or may not include the installation of the north- and south-facing revetment materials. i APEX Brd of Trustees Application• WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: See attached desription Project Sites : Orient Harbor / Orient Point Area of wetlands on lot: 9ee attached Plans square feet Percent coverage of lot: see act—hes P'.a % Closest distance between nearest existing structure and upland edge of wetlands: NA feet Closest distance between nearest proposed structure and upland edge of wetlands: NA feet Does the project involve excavation or filling? No X Yes Orient Harbor: 1, 645 Orient Point : 2, 577 If yes, how much material will be excavated? cubic yards How much material will be filled? 4 , 222 cubic yards Depth of which material will be removed or deposited:9ee .' ohe° p —feet Proposed slope throughout the area of operations: See attached plans Manner in which material will be removed or deposited: See notes on site plans attached to Application Package Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): No adverse effects are anticipated. APEX Project Description and Purpose The proposed project encompasses two locations including the United States Department of Homeland Security (USDHS) Plum Island Animal Disease Center(PIADC) Orient Marina and the eastern-most end of Orient Point, where there is a New York State-owned road maintained by the PIADC. There are PIADC-owned partially-buried electrical and communication cables which "daylight" at the very eastern tip of Orient Point,just east of an existing substation, where thence they run submerged on the sea-floor bottom across Plum Gut to service the PIADC on Plum Island. The PIADC is USDHS-run facility where certain highly-infectious foreign animal diseases are studied, such as foot-and-mouth disease. The PIADC"s primary role is to keep these diseases out of the United States and /or find quicker ways to diagnose them, and develop vaccines and other veterinary treatments. The Orient Point Harbor is one of the PIADC support facilities wherein personnel, equipment, materials, etc., can be delivered, then transported to the Plum Island facility on dedicated vessels. The purpose of the project is to protect/ upgrade support facilities/infrastructure on and adjacent to the facility's support facility located in Orient Point, New York. Orient Harbor: The purpose of this portion of the project is to repair/rehabilitate approximately 400-lineal feet of existing bulkhead which surrounds an existing jetty, and approximately 300-lineal feet of seaward-facing existing bulkhead located to the west of the marina entrance. This work will allow for the long-term continued use of the existing bulkhead systems so that they will not require replacement in the foreseeable future. A second purpose of the work is to provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approximately 45 feet. The work will include the following along the 300-lineal feet of bulkhead to the west of the marina entrance: 1) replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approximately 300-lineal feet of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and, 5) emplacement of approximately 270- lineal feet of revetment stone along the seaward face of the existing bulkhead. The work along the approximately 400-lineal feet of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g., above mean low water[mlw]) of the deteriorated steel bulkhead and /or, depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and, 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead— this will include lengthening the existing jetty by approximately 45-feet(including a seven-pile dolphin with red navigation light installed just off of the jetty) to provide safer navigation conditions for vessels entering the marina. As a mitigation measure, the PIADC will establish Apex Companies, LLC• 120-D Wilbur Place • Bohemia, NY 11716 T 631.567.1777 • F 631.567.1967 - apexcos.com coastal plantings in the in the 0.82-acre vacant parcel directly landward of the bulkhead to the west of the marina entrance. Orient Point: The purpose of this portion of the project is to provide long-term stabilization of the PIADC-maintained roadway and utility route, as well as to stabilize/ protect the electric and communications cables where they enter Plum Gut. The work to stabilize the roadway will include the installation of approximately 230-lineal feet of revetment stone along the south- facing shoreline and approximately 400-lineal feel of revetment stone along the north-facing shoreline (for a total of approximately 630-lineal feet of materials to be emplaced), all above mlw. There are two options for protecting/stabilizing the sub-grade utility lines, including the following: Option 1: utilize revetment stone to stabilize the utilities where they"daylight' on the eastern tip of Orient Point and enter Plum Gut; or, Option 2: redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station. Option 2 may or may not include the installation of the north- and south-facing revetment materials. i APEX B41rd of Trustees Application• COASTAL EROSION APPLICATION DATA Purposes of proposed activity: See attached description Project sites : Orient Harbor / Orient Point Are wetlands present within 100 feet of the proposed activity? No x Yes Does the project involve excavation or filling? No x Yes Orient Harbor: 1, 645 p If Yes, how much material will be excavated? (cOrient Pubjnt :ic yard , 577 s How much material will be filled? 4, 222 (cubic yards) Manner in which material will be removed or deposited:Excavated material will be used for beach nourishment per the May 7,2010 permit issued to US Dept of Homeland Security,Excavation&Fill in Navigable Waters,Permit ID 1-4738-00158/00016, Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) No such environmental impacts are anticipated. APEX Project Description and Purpose The proposed project encompasses two locations including the United States Department of Homeland Security (USDHS) Plum Island Animal Disease Center(PIADC) Orient Marina and the eastern-most end of Orient Point, where there is a New York State-owned road maintained by the PIADC. There are PIADC-owned partially-buried electrical and communication cables which "daylight" at the very eastern tip of Orient Point,just east of an existing substation, where thence they run submerged on the sea-floor bottom across Plum Gut to service the PIADC on Plum Island. The PIADC is USDHS-run facility where certain highly-infectious foreign animal diseases are studied, such as foot-and-mouth disease. The PIADC"s primary role is to keep these diseases out of the United States and /or find quicker ways to diagnose them, and develop vaccines and other veterinary treatments. The Orient Point Harbor is one of the PIADC support facilities wherein personnel, equipment, materials, etc., can be delivered, then transported to the Plum Island facility on dedicated vessels. The purpose of the project is to protect/ upgrade support facilities/infrastructure on and adjacent to the facility's support facility located in Orient Point, New York. Orient Harbor: The purpose of this portion of the project is to repair/ rehabilitate approximately 400-lineal feet of existing bulkhead which surrounds an existing jetty, and approximately 300-lineal feet of seaward-facing existing bulkhead located to the west of the marina entrance. This work will allow for the long-term continued use of the existing bulkhead systems so that they will not require replacement in the foreseeable future. A second purpose of the work is to provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approximately 45 feet. The work will include the following along the 300-lineal feet of bulkhead to the west of the marina entrance: 1) replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approximately 300-lineal feet of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and, 5) emplacement of approximately 270- lineal feet of revetment stone along the seaward face of the existing bulkhead. The work along the approximately 400-lineal feet of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g., above mean low water[mlw]) of the deteriorated steel bulkhead and/or, depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and, 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead — this will include lengthening the existing jetty by approximately 45-feet (including a seven-pile dolphin with red navigation light installed just off of the jetty) to provide safer navigation conditions for vessels entering the marina. As a mitigation measure, the PIADC will establish Apex Companies, LLC • 120-D Wilbur Place • Bohemia, NY 11716 T 631.567.1777 • F 631.567.1967 • apexcos.com coastal plantings in the in the 0.82-acre vacant parcel directly landward of the bulkhead to the west of the marina entrance. Orient Point: The purpose of this portion of the project is to provide long-term stabilization of the PIADC-maintained roadway and utility route, as well as to stabilize/ protect the electric and communications cables where they enter Plum Gut. The work to stabilize the roadway will include the installation of approximately 230-lineal feet of revetment stone along the south- facing shoreline and approximately 400-lineal feel of revetment stone along the north-facing shoreline (for a total of approximately 630-lineal feet of materials to be emplaced), all above mlw. There are two options for protecting /stabilizing the sub-grade utility lines, including the following: Option 1: utilize revetment stone to stabilize the utilities where they "daylight' on the eastern tip of Orient Point and enter Plum Gut; or, Option 2: redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station. Option 2 may or may not include the installation of the north- and south-facing revetment materials. OA APEX 617.20 • Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I -PROJECT INFORMATION To be completed b A licant or Project Sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME U.S.Department of Homeland Security,Plum Island Orient Harbor/Orient Point Properties 3. PROJECT LOCATION: Municipality Town of Southold County Suffolk 4. PRECISE LOCATION(Street address and road intersections,prominent landmarks,etc.,or provide map) Orient Harbor-40550 Main Road(Route 25),Orient,New York Orient Point-Orient Point Road,located at the tip of the north fork of Long Island. 5. PROPOSED ACTION IS: New 1:1 Expansion 21 Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: Please see attached sheet for full project description and purpose. 7. AMOUNT OF LAND AFFECTED: Initially See attached sheet. acres Ultimately acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? 121 Yes FiNo If No,describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? 0 Residential E] Industrial 21 Commercial E]Agriculture Z Park/Forest/Open Space ❑1 Other Describe: Orient Point-New London Ferry Terminal is located adjacent and east of Orient Harbor.The Orient-by-the-Sea marina is located adjacent to the west. Surrounding the harbor is residential area.The area near the Orient Point portion of the project is open space/ park land. 10. DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,STATE OR LOCAL)? RlYes No If Yes,list agency(s)name and permit/approvals: U.S.Army Corps.of Engineers,NYS Department of Environmental Conservation, NYS Office of General Services,NYS Department of State and Town of Southold. 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? Yes No If Yes,list agency(s)name and permiUapprovals: Tidal Wetlands: 1-4738-00158/00014,Water Quality Certification: 1-4738-0015/00015, Excavation&Fill: 1-4738-00158/00016 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REOUIRE MODIFICATION? ❑ Yes Z No ApplicanVsponsor nlI CERTIFY T THE IN`ORMq,TIOeOVI D A VE IS TRUE TO THE BEST OF MY KNOWLEDGE^�2^)� Signature: 1)-4 ,r/ ,L.` f'•�!, If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 Reset PART II - IMPACT ASSESSMENT To be completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.47 If yes,coordinate the review process and use the FULL EAF. ❑Yes R✓ No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration may be superseded by another involved agency. ❑ Yes ❑✓ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,if legible) C1. Existing air quality,surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly: C3. Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly: C4. A community's existing plans or goals as officially adopted,or a change in use or intensity of use of land or other natural resources?Explain briefly: C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: C6. Long term,short term,cumulative,or other effects not identified in CI-05? Explain briefly: C7. Other impacts(including changes in use of either quantity or type of energy? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA CEA 7 1f yes,explain briefly: FlYes ❑✓ No E. IS THERE,OR IS THERE LIKELY TO BE CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? if ves explain: Yes ❑✓ No PART 111-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above,determine whether it is substantial,large,important or otherwise significant. Each effect should be assessed in connection with its(a)setting(i.e.urban or rural);(b)probability of occurring;(c)duration;(d)irreversibility;(e) geographic scope;and(f)magnitude. If necessary,add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question d of part ii was checked yes,the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur.Then proceed directly to the FULL FAF and/or prepare a positive declaration. Check this box if you have determined,based on the Information and analysis above and any supporting documentation,that the proposed actio WILL NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting thi determination. Board of Trustees p �¢'/r' 7 Zp j Z Name of Lead Agency Date J,r) /J S /--. 1�'i Iti �, President O Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer a l ignature of Responsible Officer i ead Agency Signature of Preparer(If different from responsible officer) ;k APEX 6. Project Description The proposed project encompasses two locations including the United States Department of Homeland Security (USDHS) Plum Island Animal Disease Center(PIADC) Orient Marina and the eastern-most end of Orient Point, where there is a New York State-owned road maintained by the PIADC. There are PIADC-owned partially-buried electrical and communication cables which "daylight" at the very eastern tip of Orient Point,just east of an existing substation, where thence they run submerged on the sea-floor bottom across Plum Gut to service the PIADC on Plum Island. The PIADC is a USDHS-run facility where certain highly-infectious foreign animal diseases are studied, such as foot-and-mouth disease. The PIADC"s primary role is to keep these diseases out of the United States and /or find quicker ways to diagnose them, and develop vaccines and other veterinary treatments. The Orient Point Harbor is one of the PIADC support facilities wherein personnel, equipment, materials, etc., can be delivered, then transported to the Plum Island facility on dedicated vessels. The purpose of the project is to protect/ upgrade support facilities/infrastructure on and adjacent to the facility's support facility located in Orient Point, New York. Orient Harbor: The purpose of this portion of the project is to repair/rehabilitate approximately 400-lineal feet of existing bulkhead which surrounds an existing jetty, and approximately 300-lineal feet of seaward-facing existing bulkhead located to the west of the marina entrance. This work will allow for the long-term continued use of the existing bulkhead systems so that they will not require replacement in the foreseeable future. A second purpose of the work is to provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approximately 45 feet. The work will include the following along the 300-lineal feet of bulkhead to the west of the marina entrance: 1) replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approximately 300-lineal feet of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and, 5) emplacement of approximately 270- lineal feet of revetment stone along the seaward face of the existing bulkhead. The work along the approximately 400-lineal feet of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g., above mean low water[mlw]) of the deteriorated steel bulkhead and/or, depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and, 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead — this will include lengthening the existing jetty by approximately 45-feet (including a seven-pile dolphin with red navigation light installed just off of the jetty) to provide safer navigation conditions for vessels entering the marina. As a mitigation measure, the PIADC will establish Apex Companies, LLC • 120-D Wilbur Place • Bohemia, NY 11716 T 631.567.1777 • F 631.567.1967 • apexcos.com 0 • coastal plantings in the in the 0.82-acre vacant parcel directly landward of the bulkhead to the west of the marina entrance. Orient Point: The purpose of this portion of the project is to provide long-term stabilization of the PIADC-maintained roadway and utility route, as well as to stabilize/protect the electric and communications cables where they enter Plum Gut. The work to stabilize the roadway will include the installation of approximately 230-lineal feet of revetment stone along the south- facing shoreline and approximately 400-lineal feel of revetment stone along the north-facing shoreline (for a total of approximately 630-lineal feet of materials to be emplaced), all above mlw. There are two options for protecting /stabilizing the sub-grade utility lines, including the following: Option 1: utilize revetment stone to stabilize the utilities where the "daylight' on the eastern tip of Orient Point and enter Plum Gut; or, Option 2: redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station. Option 2 may or may not include the installation of the north- and south-facing revetment materials. APEX James F.King,President Town Hall,53095 Main Rd. Bob Ghosio.Jr.,Vice-President P.O. Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer 4� Telephone(631)765-1892 Michael J.Domino Fax(631)765.6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of U.S. DEPT. OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER COUNTY OF SUFFOLK) STATE OF NEW YORK) /Ar 'DAVIT OF POSTING siding at/dba being duty sworn, depose and say:: That on theCk6 / day of W�a`-� 201Q, I personal posts the property known as by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 19,2012. Dated: /Z (signature) Sworn to before me this /Fday ofSv r 20%- ® v Oma-G<t-- Notary Pubt c Wendy L Peeholk Notary Public,Sbibl of New York No.1t77M Qualified In Suffolk Couft commission Explive Now. ��`' 0 %UfFOlkeo �i James F. King,President Town Hall,53095 Main Rd. Bob Ghosio.Jr.,Vice-President y.. P.O. Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer �Q! � Telephone(631)765-1892 Michael J.Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of U.S.DEPT. OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING ,residing at/dba being duly sworn, depose and y: That on the&6day of °' 201-7f-pers allyp�sted the prope: y known as --7-7'1 �� �2y� �o �j_„/1 by placing the Board of Trustees official posterherr�asily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 19,2012. Dated:�j^ is mit /L (signature) Sworn to before me this If day ofSe/w7- 20/s' Notary Public Wendy L•Pacholk Notary Public,Stab of New York No.4877391 Qualified In Suffolk County Commission ExPlm Nov D i �o�osuFFot,��o James F. King,President Town Hall,53095 Main Rd. Bob Ghosio.Jr.,Vice-President ,+- �i�r P.O. Box 1179 Dave Bergen dj, ! 'F Southold,NY 11971 John Bredemeyer LIQ Telephone(671)765-1892 Michael J.Domino 1 * Fax(671)765.6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of U.S. DEPT. OF HOMELAND SECURITY, PLUM ISLAND ANIMAL DISEASE CENTER COUNTY OF SUFFOLK) STATE OF NEW YORK) FFIDAVIT OF POSTING r'i residing at/dba A"- being "being duly sworn, depose and say: That on the P,-day of��� 20 ersonally pos fire open know s by placing the Board of Trust s official poster where it cab easily be se n, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday,September 19,2012. Dated�S; (signature) Sworn to before me this /-f'day ofS� / 20/,?- Notary Pub Ic Wendy L Pachoik Notary Public,Sbft of Now York No.4d77M CwIHiW in St iNk Counh co n nhnlon EXPIM Nov.24, -70 ic/ PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: See Attached Address: See Attached STATE OF NEW YORK COUNTY OF SUFFOLK Richard J. Baldwin _Apex Comn____p ni� L,C—, residingat 120-D Wilbur Place Bohemia, NV 3171- _, being duly sworn, deposes and says that on the 5th day of S Plat P bar , 20_12, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Bohemia NY , that said Notices were mailed to each of said persons by (certified) (registered) mail. 7 �tcl�var'-/ Sworn to before me this Day of m , 20 7— Lary Public BEATRIZ J.ALVARADO NOTAR: PUBLIC,STATEOFNEWYORK Rcrunuon No.OIAL6253454 Qualified is Suffolk County Comn"m Exphu December 19,20 -.-... ..__ . i Orient Point Tax Map Number � Owner I Mailing Address 1000-16.-1-1 µAnne C&Joseph 1 Minetti 81426 252nd Street, Belleros -- ----- -- - --- --26 - - -- - 1000-15.-9-1.6 hT alassa Realty, LLC 1090 Latham Ln, POB 345 Orient, NY1 1957 - yli 1000-15.-9-1.7 Thomas&Asimina Manis 47 Vanden n Dr, Manhasset, NY 11030 [1000-15A-1.8 _II James& Lawrence Svrcek 700 Latham Ln, Orient, NY 11957-I 1000-15.-9-1.9 t Samir Attia &lila SharifF 12 Woodfield Ave, Northport, NY 11768 1000-15.-l.10 William &Cynthia Arnold 3893 Brooklyn Ave, Seaford, NY X11783 1000-15.-9-1.11 Gres Debra L Liv Trust 12 Salt Hay Way,Smithtown, NY _11787 1000-15.-9-1.12 1 Thomas W Love 77 Ivy Way, Port Washington, NY - - 11050 ------- -------- 1000-15.-9-1.13 Daniel F Nickola POB 186,Orient, NY 11957 ------ -- - ----- 1000-15.-9-11.1Cross Sound Ferry Sry Inc 2 Waters St, POB 33, New London,CT 06320 1000-15.-9-15.1 Cross Sound Ferry Sry Inc 2 Waters St, POB 33, New London,CT 06320 1000-15.-9-5 Long Island Power Authority, 1 Metro Tech Center, Brooklyn, Attn: Keyspan Corp Attn: Prop NY 11201-3850 Tax 20t" Floor 1000-15.-9-4.3 William G. Wysocki POB 417,Orient, NY 11957 1000-15.-9-3.4 A&1 LI Rlty LLC POB 33, New London,CT 06320 ~' 1000-15.-9-3.6 A&J LI Rlty LLC POB 33, New London,CT 06320 Orient Harbor 1000-15.-9-8.1 Mgh Enterprises Inc POB 333, Orient, NY 11957 1000 151000 15 9 1 101 10 Cross Sound Ferry Sry Inc 2 Ferry St, POB 33, New London, CT 06320-0033 1000-15.-9-7 Tara Donovan 107 S 4"St, Brooklyn, NY 11249 1000-15:9-1.14 Anna Pafitis 125 Lands Rd, POB 433,Orient, NY 11957 1000-15.-9-1.13* Daniel F Nickola LPOB 186,Orient, NY 11957 - *listed for Orient Point and Orient Harbor Pard of Trustees Application• County of Suffolk State of New York Richard J. Baldwin / Apex BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature SWORN TO BEFORE ME THIS�h DAY OF Jil 20� BEATRIZ J.ALVARADO NOTARY PUBLIC,STATE OF NEW YORK Registration No.01AL6253 Qualified in SuffoOt Co ry ion Expire,"Dccem 1 ,20 Notary ubl �rd of Trustees Application• AUTHORIZATION (where the applicant is not the owner) I, Mr. Doug Ports residing at the Plum Island Animal Disease Center (print owner of property) (mailing address) P.O. Box 848, Greenport, dohereby authorize Richard J. Baldwin NY 11944-o848 (Agent) Apex Companies, LLC to apply for permit(s) from the Southold 13,o4rd of Town stees on my behalf. — sito ? zFZ (Own# signature) Bard of Trustees Application• AUTHORIZATION (where the applicant is not the owner) j, Doug Ports residing at plum Island Animal Disease Center (print owner of property) (mailing address) P.O. Box 848, Greenport do hereby authorize Richard J. Baldwin (Agent) Apex Companies, LLC to apply for permit(s) from the SouthTIdBd ofTown Tr eon my behalf. GO (Owner' ignature) 0 • APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to movide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Plum Island Animal Disease Center / Ports, Doug (Last time,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion X Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",time the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this d��Su�20� Signature ao i Print Name 35,,2„ Form TS 1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 15 - 9 - 9 / 16-9-6 . 1, 16-2-1 & 2 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. E Building Dept. 11 Board of Trustees lid I. 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: See attachment for full project description. 0 • Location of action: Orient Point / Orient Harbor Site acreage: Orient Harbor: 10 . 88 Orient Poi Present land use: Marina / County Park Orient Harbor: Marine II (M II) Present zoning classification: Orient Poin • Residential ow D nc; v (R-80) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Plum Island Animal Disease Center / Mr. Doug Ports (b) Mailingaddress: P.O. Box 848, Greenport, NY 11944-0848 (c) Telephone number: Area Code ( ) (6 31) 323- 3 210 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes [� No❑ If yes,which state or federal agency? USAGE, NYSDEC, NYSDOS and NYSOGS 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. x❑Yes ❑ No [:] Not Applicable This water-dependent project will protect Orient Point County Park from erosion, as well as, enhancing the stability of existing marina infrastructure. 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 ❑x Not Applicable According to the NYS Historic Preservation Office GIS-Public Access map, neither Orient Point, nor Orient Harbor are within an Archeo Sensitive Area (see attached maps) . 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 0 No E Not Applicable This project will protect the visual interest of Orient Harbor by restoring the deteriorated dock and related infrastructure located at the mouth of the Orient Harbor Marina. The installation of revetment stone along the coast of the Orient Point County Park will ensure that that visual and scenic resource will be protected from erosion (see attached photos and drawings for details) . Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ® Yes El No 0 Not Applicable Planned project will include the installation of revetment stone at the Orient Harbor which will protect the bulkhead, located to the west of the marina entrance and the dock which is located to the east of the marina entrance (see attached drawings for details) 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 E Yes E No ©Not Applicable Project will not affect water quality or supply in the Town of Southold. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. © Yes [1] No[E Not Applicable Eel grass is a marine, vascular flowing plant. To protect this valuable natural resource from the effects of this projectEngineering conducted an Eel rrans and Probing SLrcey on December 29, 2011. OLE also Genduevgd. an. VPI Q�algg B've Veli€'eat'en Survey en danaarT-11, 2012. The construction, CLE will keep equipment and dredging away from locations of eel grass. No dreTging or excavation is planned for any areas where eel grass is present. Please see attached drawings for details. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No© Not Applicable Project will not affect air quality in the Town of Southold. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No © Not Applicable _Project will have no affect on environmental degradation due to solid waste of hazardous substances and wastes. 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. © YedO No❑ Not Applicable This project will ensure the public's continued access to the Orient Point County Park. The installation of revetment along the coast of the Orient Point County Park will protect the park from erosion. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. 0 Yes ❑ No © Not Applicable This project is on the location of existing water-dependant infrastructure This project will protect the existing Orient Harbor and the Orient Point County Park from erosion. This will protect the public interest by ensuring the public's continued access to the public park. The Orient Harbor is a Federally-protect facility and in not accessible to the public. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No © Not Applicable The project is not an i ipated in impact these eso r e S . 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. 11Yes ❑ No® Not Applicable This project will have no affect on agricultural lands in the Town of Southold Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No E Not Applicable This project will have no affect on any energy or mineral resources Created on 5125105 11:20 AM %` APEX Project Description and Purpose The proposed project encompasses two locations including the United States Department of Homeland Security (USDHS) Plum Island Animal Disease Center(PIADC) Orient Marina and the eastern-most end of Orient Point, where there is a New York State-owned road maintained by the PIADC. There are PIADC-owned partially-buried electrical and communication cables which "daylight" at the very eastern tip of Orient Point, just east of an existing substation, where thence they run submerged on the sea-floor bottom across Plum Gut to service the PIADC on Plum Island. The PIADC is USDHS-run facility where certain highly-infectious foreign animal diseases are studied, such as foot-and-mouth disease. The PIADC"s primary role is to keep these diseases out of the United States and /or find quicker ways to diagnose them, and develop vaccines and other veterinary treatments. The Orient Point Harbor is one of the PIADC support facilities wherein personnel, equipment, materials, etc., can be delivered, then transported to the Plum Island facility on dedicated vessels. The purpose of the project is to protect/upgrade support facilities/infrastructure on and adjacent to the facility's support facility located in Orient Point, New York. Orient Harbor: The purpose of this portion of the project is to repair/rehabilitate approximately 400-lineal feet of existing bulkhead which surrounds an existing jetty, and approximately 300-lineal feet of seaward-facing existing bulkhead located to the west of the marina entrance. This work will allow for the long-term continued use of the existing bulkhead systems so that they will not require replacement in the foreseeable future. A second purpose of the work is to provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approximately 45 feet. The work will include the following along the 300-lineal feet of bulkhead to the west of the marina entrance: 1) replacement of the existing wale; 2) replacement of existing tiebacks/anchors, as needed; 3) emplacement of approximately 300-lineal feet of filter stone/splash pad directly landward of the existing bulkhead; 4) repair of existing steel cap, as needed; and, 5) emplacement of approximately 270- lineal feet of revetment stone along the seaward face of the existing bulkhead. The work along the approximately 400-lineal feet of jetty will include the following: 1) replacement of the existing wales, tiebacks and upper portion (e.g., above mean low water[mlw]) of the deteriorated steel bulkhead and/or, depending on their condition, in-kind replacement of steel sheet piles on an as-needed basis; 2) installation of filter stone/splash pad interior of the jetty; and, 3) emplacement of revetment stone only on the seaward faces of the existing bulkhead— this will include lengthening the existing jetty by approximately 45-feet(including a seven-pile dolphin with red navigation light installed just off of the jetty) to provide safer navigation conditions for vessels entering the marina. As a mitigation measure, the PIADC will establish Apex Companies, LLC • 120-D Wilbur Place • Bohemia, NY 11716 T 631.567.1777 • F 631.567.1967 - apexcos.com 0 0 coastal plantings in the in the 0.82-acre vacant parcel directly landward of the bulkhead to the west of the marina entrance. Orient Point: The purpose of this portion of the project is to provide long-term stabilization of the PIADC-maintained roadway and utility route, as well as to stabilize/ protect the electric and communications cables where they enter Plum Gut. The work to stabilize the roadway will include the installation of approximately 230-lineal feet of revetment stone along the south- facing shoreline and approximately 400-lineal feel of revetment stone along the north-facing shoreline (for a total of approximately 630-lineal feet of materials to be emplaced), all above mlw. There are two options for protecting/stabilizing the sub-grade utility lines, including the following: Option 1: utilize revetment stone to stabilize the utilities where they "daylight' on the eastern tip of Orient Point and enter Plum Gut; or, Option 2: redirect and bury the utility lines such that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station. Option 2 may or may not include the installation of the north- and south-facing revetment materials. Irk APEX APEX Via Overnight Carrier July 12, 2012 Ms. Lauren Standish Town of Southold Board of Town Trustees i JILL 0 2012 Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Application for Wetlands and Erosion Control Permits U.S. Department of Homeland Security, Plum Island Animal Disease Center Orient Harbor and Orient Point Properties Orient, New York Dear Ms. Standish, On behalf of the U.S. Department of Homeland Security, Plum Island Animal Disease Center (PIADC), Apex Companies, LLC (Apex) is submitting the attached one original and two copies of the Town of Southold Board of Town Trustees (TOS Trustees) Application for Permit package for the following two project sites: • The Orient Harbor, located at 40550 Main Road (Route 25), Orient, New York; and, • New York State-owned road on Orient Point maintained by the PIADC, located on Orient Point Road at the tip of the North Fork of Long Island. The following proposed activities are included in the attached permit application package: • Orient Harbor: Repair/ refresh existing bulkhead systems which surround an existing jetty, and a seaward-facing portion of an existing bulkhead located to the west of the marina entrance. This work will allow for the long-term continued use of the existing infrastructure so that they will not require replacement in the foreseeable future. A second purpose of the work is to provide safer navigation conditions for vessels entering the marina by extending the existing jetty by approximately 45 feet. • Orient Point: Stabilize the roadway including the installation of revetment stone along the south-facing shoreline and installation of revetment stone along the north-facing shoreline. There are two options for protecting/ stabilizing associated sub-grade utility lines which ultimately serve the Plum Island Animal Disease Center including the following: Option 1: utilize revetment stone to stabilize the utilities where the "daylight' on the eastern tip of Orient Point and enter Plum Gut; or, Option 2: redirect and bury the utility lines such Apex Companies, LLC • 120-D Wilbur Place • Bohemia, NY 11716 T 631.567.1777 • F 631.567.1967 • apexcos.com 0 Ms. Lauren Standish, Town of Southold Board of Town Trustees July 12, 2012 Orient Point/Orient Harbor Application for Permit Paae 2 that they run offshore, parallel and north of Orient Point, then make landfall and continue sub-grade to an existing sub-station. The purpose of this portion of the project is to provide long-term stabilization of the PIADC-maintained roadway and utility route, as well as to stabilize/ protect the electric and communications cables where they enter Plum Gut. Apex is respectfully requesting that the TOS Trustees review of this permit application package, which includes the following attachments, as well as the $500 fee for the two applications: • Attachment A— PIADC letter naming Apex as an authorized agent for permitting matters; • Attachment B—TOS Trustee Application for Permit; • Attachment C—TOS Trustee Application General Data; • Attachment D—TOS Trustees Affidavit and Access Authorization Form;' • Attachment E-TOS Trustees Agent Authorization Form; • Attachment F - TOS Trustees Application — Coastal Erosion Application Data; • Attachment G - TOS Trustees Application —Wetland /Trustee Lands Application Data; • Attachment H —TOS Applicant/Agent/ Representative Transactional Disclosure Form; • Attachment I —TOS LWRP Consistency Assessment Form with attachments; • Attachment J - New York State Environmental Quality Review (SEQRA) Short Environmental Assessment Form (EAF) of an Unlisted Action; • Attachment K- One-inch-to-20-foot site plan with project details for both properties and view directions of eight representative site photographs; and, • Attachment L - Eight representative site photographs (including time/date of when they were taken) of the properties; As required by prevailing regulations, appropriate permit packages have also been submitted to the United States Army Corps of Engineers, New York State Department of Environmental Conservation, New York State Office of General Services and New York State Department of State under separate covers. 'Please note that Orient Harbor is a secure Federal facility. As such, the Town will need to contact and arrange an inspection date and time with Mr. Charles LaCour at(631)404-2650 to ensure access to the property. T APEX Ms. Lauren Standish, Town of Southold Board of Town Trustees July 12, 2012 Orient Point/Orient Harbor Application for Permit Pape 3 Thank you in advance for your expeditious review of this matter. Please feel free to call me with any questions that you may have. Sincerely, Apex Companies, LLC. Richard J. Baldwin, CPG, PG Project Director Enclosures cc: C. LaCour C. Pena A APEX 4UL Ep) EDGE OF PAVEMENT P 19 g04 KEY XV= HYDROGRAPHIC CONTOURS8h 30MHW= EEL GRASS SURVEY LINES aEX. DREDGE = EEL GRASS + SPOIL MATERAL NAVD88 = PHOTOGRAPH LOCATION/DIRECTIONY1LE DOLPy1NMHW > • D g'9NGVD1929 v 6 PILE DOLPHIN F ,o /; ' _15 900 ..._... _ MLW � y�y LA' G 64 MLW 8.5 = EX. SPOT GRADE S`�THT 9iVO b�si II �"9�;&s.° + sgi r e9x EX. DREDGE !a0 O MLLW ----= FEMA FLOOD ZONE LINE SPOIL MATERIAL 300, : IS !i WETLAND INVENTORY MAP 1410 Q-i-QQ 9hq,0 -15 15/ > BOUNDARY (SM, LZ syF sT F�FNTr j `os '�S MLW DATUM SHIFT CHART FT�FF! RFF 5 ML •moi Sp ��_ � + :°56w� r9aS — 9 NpVDa6 6 M�W� s/N `p -15 9ryw4 d+>� '' •sis„89s' 8� 1 "'� !�" SyFFTT�eF ZONE pE /13' Np?ID 5„96.0 B4 o O � . SM r 9i, ' s FCFl p!9 �_ FX qN��q�� ,yT BG�! NE 10j 0" F� plp S 0�S `���� 0S f O 1 +0 � eg A' NOTES: *grya ° � Oo '9,S5, MHW +4 i. RESULTS OF HYDROGRAPHY FROM SURVEY DATED 12/20/11 BY CLE RU •"' ROB + 46} .Di ENGINEERING, INC. SOUNDINGS ARE IN FEET AND TENTHS, AND REFER TO 'O/l!. Fiyp�75 1T r�'.>a DEPTHS BELOW MLW. CONTOURS SHOWN ARE IN FEET AND REFER TO MLW. > . • • �, �ry Fri' I 2. LAND-SIDE ELEVATIONS SHOREWARD OF EXISTING SEAWALL REFER TO MLW r95 �. 4i DATUM, AS SURVEYED BY CLE ON 12/12/11 AND 12/21/11. J r COASTAL 3. BENCHMARK IS NOAA DISK "TIDAL 3 STA 11 23" (PID LX0260) ELEVATION OQ 4 teD 10 pi BEACy +7.5' NAVD88, LOCATED AT THE NEW LONDON-ORIENT POINT FERRY LOADING .ea .9j�;, • ' ' . <Xc1 15 rya31 8�s AREA. DATUM OFFSET OF 1.8' FROM NAVD88 TO MLLW REFERENCED TO 5 *•D6 2iF�NT9ioF.(` l O a „'a8 � . MLW p0' S MAG NAIL SET IN STEEUSACOE POST-DREDGE L BULKHEAD CAP VEY PLAN DEL2+5.7?NAVD88011, C(+7.3AL N MLW). RK 5,0 . ' ' . ��\ F�- NFO F_F O�. � eg'^ 4. FEMA FLOOD LINES TAKEN FROM DFIRM MAP 36103CO088H DATED + �.16 / i°a6 Z�50 ✓F� 0XyR9ll y ..�'� + SEPTEMBER 25, 2009. 5. EEL GRASS & PROBING SURVEY CONDUCTED ON 12/20/11 BY CLE / 9�c.• i' < H ^ - ,� ENGINEERING, INC. >a ' 6 o q `s�'F `STF 6. ULTRASONIC TESTING ON SHEET PILES AND EEL GRASS DIVE VERIFICATION 9ry S gas DO , _ 5 X15' `LFII FT AF! SURVEY PERFORMED ON 1/11/12. � _ - �7S � F THAT ARE NOT SHOWN + da 6 � � � 7. ROCK OUTCROPPINGS AND OBSTRUCTIONS MAY EXIST >61 --- �-, ON THIS PLAN. eg s 8. COORDINATES ARE BASED ON NEW YORK LONG ISLAND NAD83 STATE d. > �' 'i9§ PLANE. 9. THE ON LAN NTS HYDROGRAPHICSURVEYSPERDFORMED THIS ONP THE DATES SHOWN,HANDECAN ONLY BE>a40ry RFs LAND ��AJ �FlFFr�p/ ^lal r tae FA p INTERPOLATED CONSIDERED NFORMATION FROM BETWEEN SOUNDING RUNS 1AS INDICATING THE SEABED COND177ONS AT 3 NOTME. UNDER (--15A O GUARANTEED. SHOALS, OBSTRUCTIONS OR OTHER DIFFERING CONDITIONS MAY 9ry�3 OCEAN �/ o >s ,E+i �0�� 5 EXIST BETWEEN THESE RUNS. NO SURVEYS WERE CONDUCTED TO LOCATE PROPERTY LINES, CHANNEL LIMITS, EASEMENTS, UTILITIES, GEOTECHNICAL ti `�` + 9 I o N S CAL FEATURES RELATING TO THE PROJECT SITE, NOR NOR DO SATS OR N CLE T WARRANT HER SI THE EXISTENCE OR LOCATION OF SAID PHYSICAL FEATURES. 10. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED '>. ' ' ' ' '.�j�• �, �Pp PROJECT, ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE �F� f 2+50 O WRITTEN CONSENT OF CLE ENGINEERING INC. 5 pR kX S /10 Q COPYRIGHT 2012, CL ENGINEEAPMV ED BY �Y4 BOARD b . . S//,' OF TRUSTEES 3". . . . o! • ' 1 _ TOWN OF SOUTHOLD A Fa F DATE I I" /9 2-491z- 15 -o/z IF<F-15 - GRAPHIC SCTEF PL o 10 20mmm C RI FEET 1 inch = 20 ft. SM -10 LAND PROJECT: UNDER ORIENT HARBOR JETTY AND BULKHEAD SM OCEAN CLIENT: WTSI . . . . . S 40550 ROUTE 25 SGR`l cR a ORIENT POINT, NY 11957 FY l FSS or Wil$ i N F y�"�`°S° p °�� - CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 zN W EXISTING CONDITIONS 60!57 �OPfs510NP SITE PLAN SHEET I OF 8 1 v\ _75 r SCALE: AS�NOTED CHECKED DATE 3 8 12 DRAWING No. 17127,000_0RIENT POINT SITE PLAN VIEW sM DRAWN°bbb REVISION . RCS MDATE EC IB Y Y.' COMMENT 09094100 SCALE: 1"=20' - fq EEP) KEY EDGE OF PAVEMENT \ HYDROGRAPHIC CONTOURS 6 •... = MHW EEL GRASS SURVEY LINES 6 f S9 0 06a° = EEL GRASS � 91 �J = EX. DEDGE +1 PHOTOGRAPH LOCATION/DIRECTION II O3 0 .' SPOIL MATERIAL NAVD88 MHW TY/LE DOLPH/N O t NGV01929 , ,dos PILE pp `' 6 �� 9ry� ex, •j�a +B . 8.5LPHIN = EX. SPOT GRADE PROPOSED `90° MLW CASTAL6 ----= FEMA FLOOD ZONE LINE MITIGATION be G,o ,� O /: _15 g ' a +g MLLW AREA FTy aN0 PO 1 �'.S1 ' 3g\1 e60 +98i s4 WETLAND INVENTORY MAP IL DREDGE `100 N � PILE DOLPyINS j Lo * S MLW DATUM SHIFT CHART BOUNDARY (SM, LZ) SPOIL MATERIAL , 1 . S -I� -4p✓�oF .D-h0D, 9rya0 REPLACED BE -15 15� ���tO F NT yFF\pTFF 6Sa Z S � • +93 RFp �F pA'O H� '1F Do 10. S p Fk gsNF�FN �<< 9 NpVDgB 46 MLw� -15 9 wq > p + +896 R00 , SAO TFOFp PE EL• k pVD65 1 FX Ti '° 70'ti'i0 FFT BFR ZONE �3 96 .,64 5M '99 ,GFT p� F� Hti Bq 4T 'OH p ql< FEM J� L' *Bx* " p 9ry• 5 AL4 OSS, '', c 9 p HTONO 7gOP F �� S NpP� eG���ly¢ % SEM ONE _ o 'y') "'y - <Lq� R Si,� F 83 t v ��,; /yg7F •'S, + P'd' NOTES: e h qp O - +4.4' 1. RESULTS OF HYDROGRAPHY FROM SURVEY DATED 12/20/11 BY CLE A; ,o Rq � O S MHW ENGINEERING, INC. SOUNDINGS ARE IN FEET AND TENTHS, AND REFER TO +� IJ°�S RGgB +90 p ¢ * �r ,o `I +3 DEPTHS BELOW MLW. CONTOURS SHOWN ARE IN FEET AND REFER TO MLW. •t� + r F o r, • + <F NO 5 ,.�6 2. LAND-SIDE ELEVATIONS SHOREWARD OF EXISTING SEAWALL REFER TO MLW 11 I6a 2} �TypJ DATUM, AS SURVEYED BY CLE ON 12/12/11 AND 12/21/11. •�l o o,� `'T RpQ 3. BENCHMARK IS NOAA DISK "TIDAL 3 STA 11 23° (PID LX0260) ELEVATION o 6 3 le'?to COASTAL +7.5' NAVD88, LOCATED AT THE NEW LONDON-ORIENT POINT FERRY LOADING BEgCy AREA. DATUM OFFSET OF 1.8' FROM NAVD88 TO MLLW REFERENCED TO +• i � I 4 15 : na31 C USACOE POST-DREDGE SURVEY PLAN DATED 12/12/2011. LOCAL BENCHMARK '8a y2 _.5 pROp "*06 't/4u,pF, IS MAG NAIL SET IN STEEL BULKHEAD CAP EL. +S.T NAVD88 (+7.3' MLW). 4. FEMA FLOOD LINES TAKEN FROM DFIRM MAP 3610300088H DATED •'. ��'FoS O F SFO FOFn �. g'". . . - SEPTEMBER 25, 2009. 5. EEL GRASS & PROBING SURVEY CONDUCTED ON 12/20/11 BY CLE ENGINEERING, INC. 6. ULTRASONIC TESTING ON SHEET PILES AND EEL GRASS DIVE VERIFICATON 9h 6 93� 0 . • 15, �yFFr�FF( SURVEY PERFORMED ON 1/11/12. C\5 J -15 << Oi7F 7. ROCK OUTCROPPINGS AND OBSTRUCTIONS MAY EXIST THAT ARE NOT SHOWN ON THIS PLAN. B. COORDINATES ARE BASED ON NEW YORK LONG ISLAND NAD83 STATE PLANE. 9. ACTUAL LOCATION OF PHOTOGRAPH NUMBER 7 AND 8 ARE OFF OF SHEET 2. sTopo , RgsV of y ST 'lp ?io � J SOF To 9. THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF F6 TjFe,�CO LAND �pJ _ Ivq�<F�p2 lal + qS NFF BE CONSIDERED AS INDICATNGROGRAPHIC SURVEYS GTHE SEABED CONDITONSMED ,ON THE DATES OAT THAT TIME.CAN ONLY A-,�' Ick, H F 5 C UNDER O INTERPOLATED INFORMATION FROM BETWEEN SOUNDING RUNS IS NOT h O /r o w `q / � �' opo � s OCEAN � �� o � •O. �R GUARANTEED. SHOALS, OBSTRUCTIONS OR OTHER DIFFERING CONDITIONS MAY 8na 3 + h FTF.VSFscO ms`s oSFOEXIST PROPERTYWEEN LINESmCHANNEL LIMITS,ESE RUNS. NO URVEYS WERE EASEMENTS, UTILITIES, GEOTECHTO NICAL c" W kar RF�ca poT4: 90 m o SRop FEATURES, SHORELINES, STRUCTURES, HABITATS OR ANY OTHER PHYSICAL 0 8 ti o N FEATURES RELATING TO THE PROJECT SITE, NOR DOES CLE WARRANT THE m F S 1 9 Sp F <`T \ FCTF F w 9 a /cF p�7F 10.1 POSSESSION AND STENCE OR IOUSE�OF THE MATERIAL F SAID PHYSICAL FEATURES. ON THESE DRAWINGS C' IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED F �� O' oaF qp PROJECT, ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE Fny +50 INFORMATION A INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE ha0 OO WRITTEN CONSENT OF CLE ENGINEERING INC. • S © COPYRIGHT 2012• CLE ENGINEERING, INC. .�Q . . •� �/ 2 L Fro ST, -15 : ! O GRAPHIC SCALE • TQ o W 20 IO 90 C' pR IN FEEL ) 00 1005, 1 inch = 20 ft. SM -10 Nq�G T� pYC R�Opo PROJECT: UNLANDDER NgoRFOc" ``�4,FORIENT HARBOR JETTY AND BULKHEAD LZ SM : OCEAN 7icyT CLIENT: WTSI 15 40550 ROUTE 25 s FF d ORIENT POINT, NY 11957 GFLc� s : cle of NE CLE= CLE ENGINEERING, INC. oso pofl� = 15 Creek Road, Marion, MA 02738 (508) 748-0937 PROPOSED CONDITIONS Z�FO 60451 " SITE PLAN SHEET 2 OF 8 i 0 = pRaPESS10NP \ SCALE: AS NOTED CHECKED DATE 318112 DRAWING No. 11127.000-ORIENT POINT SITE PLAN VIEW Sp ��� DRAWN BY: RCS MEC BY: COMP.CODE 08094.100 � YIWWW REVISION No. DATE COMMENT SCALE: 1"=30' EXISTING CONDITIONS— SECTION VIEW MHW TOP OF FENDER PILE EL. +11.64EX. SHEET PILE NAVD88 EX. GRADE EXISTING 1-4' VARIES i TOP TIMBER WALE — — �BOUNDERS ,�TOP SHEET WALL NGVD1929 EL. EL. +8.6t EL. 18.74 (2) 10'X10" TIMBER WALES i -ii - - - --- - - - -,T_ 6.5' �EX. SHEET PILE MLW +4.4' (MHW) EX. SANDY FILL • MLLW WIDTH VARIES 1-2' --�I 1 EX. STEEL WALE REMAINS EX OLD UMBER STEEL WALE SHEET-PII-L WALL EL. +84'tr` 1 ' STEEL CAP 9 CX CONCRETE RUBBLE \ +L6'(NAVD88) I( - - CRETE �• T EL +8 78't (MLW) +0.65' (NGVD29) — — N Ft' DEGRADED CON 1111 1111 MLW DATUM SHIFT CHART (2-5' WIDF CHINKS) - __ 0.0' (MLW) EX. OLD FAILED _ i '.1..__.. , QE7 WCEN SHEETS EGROUND EX. STEEL SHEET _ EX. 01.0 FAILED SHEET PILE WALL X. / (VARIES) l PILE WALL SHEET PILE WALL (TyP,) 12"d TIMBER PILE EX. DEGRADED ONCRCTE +4.4' (MHW) (TYP.) BETWEEN SHEE S \\\ -- Esi TING TH ACK +1.6' (NAVD88) ANCHOR •— — — —+0.65' (NGVD29) 0.0' (MLW) 4 C i EXISTING DREDGE TEMPLATE EX. GRADE TO -14.2' MLW /EX. GRADE W1 2' " MLLW)W/ 2' OD ... - 771, _ - SECTION B—B' SECTION A—A' r ti _ '° SCALE. 1"=4' SCALE: i "=4' 2' ALLOWABLE OVERDREDGE TO -162' MLLW (-16' MLW) TOP OF 12"0 FI-NDER PILE EL.. +11 5t TOP TIMBER WALE TOP EL. +8.51- EXISTING 1-4' BOULDERS EX SHEET PILE EL. +8.3t / t+ n \� +4.4' (MHW) i _ 11" EX. STEEL WALE EX. SANDY FILL +1.6' (NAVD88) ` EX. DEGRADED ' — — — — — — — — — — - +0.65' (NG'VD29) CONCRETE - 0.0' (MLW) BETWEEN SHEETS GRAPHIC SCALE EX. OLD FAILED - SHEET PILE WALL 4 ° 4 4 ° 1° ( IN FEET ) 1 Inch - 4 }4 PROJECT: EX. GRADE ORIENT HARBOR JETTY AND BULKHEAD CUENT: WTSI 40550 ROUTE ORIENT POINT, 25NY11957 SECTION C—C' I ep SCALE: 1"--40 CLE ENGINEERING, INC. _ = 15 Creek Road, Marion, MA 02738 (508) 748-0937 _-- �� 3p YO y,�P . 9: SECTIONS: EXISTING a SITE PLAN SHEET 3 OF E �m y SCALE: AS NOTED CHECKED DATE 31812 DRAWING Na 11127.000 ORIENT POINT �Fp 60461 DRAWN BY: RCS MEC I BY: 1 1 COMP.CODE 08094.100 pgOFESS\ONS 1\�U REVISION No. DATE _ _ _ _- COMMENT _ PROPOSED CONDITIONS— SECTION VIEW TOP OF PROP. 1' WIDE MHW �= C, c. IE EXISTING 1-2 STEEL CAP EL. +10.7" i' STEEL CAP TO BE REPAIRED - ' ' CRAL'F TON BOULDERS PROPOSED COASTAL MITIGATION AREA _ 10 i =_ AND RE-SECURED AS NEEDED PROP. i ' WIDE Vtir S TO BE RE-USED EX. SHEET PILES TO BE EL. +8.8" STEEL PILE CAP AS SPLASH PAD TRIMMED AND SPLICED PROPOSED SPLASH PAD (2) 10'k10" TIMBER WALE_,- WITH NEW SHEET PILE NAVD88 OR FULLY REPLACED TO BE RE-ATTACHED TO IN KIND (TYP.) PROPOSED 5' IAYER i-2 TON STONE - Y 8 8.33 NCVD1929 � �(, t, --<' -C-' r L. „•�" NEW SHEET PILE OF 6-8 TON ,, ,-r TOP EL. +8.6' REVETM14ENT STONE 1t1. lf�,_P), 1;!_s .�`! ,���_ +4.4' (MHW) '-I-i f. r - +4.4' (MHW) +4.4" (MHW) REPLACE ;, ,, n"`r, EXISTING t�', <)`�<� EX. STEEL WALE TO BE 2• PROPOSED 4-6" TIEBACK PROPOSPROPOSED WAL OF r +1.6 NAVD88 REMOVED AS NEEDED (TYP.)--._ ,.- PROPOSED FILTER STONE J 3-4' LAYER OF ml ( ) SIDES OF PLATE TYP. / 1.5 TON ROCK ME ANCHORS _ _ _ _ +1.6' NAVD88 // AS NEEDED +0.65' (NGVD29) +1.6' (NAVD88) , PROPOSED 5 LAYER ) EX. SANDY FILL PROP. STEEL WALE — +0.65' (NGVD29) MLLW - .. . ."' 0.0' (MLW) +0.65' NGVD29 ) SPLICE PLATE PROP. TIE ROD 4-6 FILTER STONE ) OF 6-8 TON 0.0( (MLW) ) ' 7 (WELD ON BOTH (12' AL ,r' _ _ _ _ TO BE RE-USED _ '- - 0.0' (MLW) EX. OLD FAILED EX. OLD TIMBER SHEET-PILE WALL REVETMENT STONE J. MLW DATUM SHIFT CHART TO BE REMOVED CUT EX. OLD FAILED EX. GRADE / 3-4' LAYER OF - '�� : 'I - SHEET PILE WALL 1.5 TON ROCK 'I TO BE CUT AND SHEET PILE WALL CONCRETE \ TO BE EXCAVATED TO BE CUT AND REMOVED ABOVE 12 LAYER OF FOR REVETMENT CONCRETE 4-6" FILTER STONE REMOVED ABOVE W/ FILTER FABRIC PROPOSED SPLICE PLATE EX. GRADE li (WELD ON BOTH 12" LAYER OF \ TO BE EXCAVATEE SIDES OF PLATE TYP.)SEE DETAIL 1 I 4-6" FILTER STONE FOR REVETMENT W/ FILTER FABRIC , ISI"INi 01,1 13.5' - Ul,r- - I: j SECTION A—A' 4 ' ol: I,i, SCALE: 1"=4' - - .... � 20 ( I,�� : ll;l �I� SECTION B—B' C' ALI OIC ;; t SCALE., 1"=4' 1nP OI FFI"lll-Ir PILE EL. t 1 LL't 10"x10" TIMBER WALE TO BE RE-ATTACHED TO PROPOSED NEW SHEET PILE 4 TOP OF PROP. i' WIDE INTERNAL EXISTING 1-4' TOP EL. +8.5' STEEL CAP EL. +10.7' BOULDERS TO i BE RE-USED 8.33" EX. SHEET PILES TO BE WALE PROPOSED AS SPLASH PAD TRIMMED AND SPLICEDI JACKING - WITH NEW SHEET PILE OR FULLY REPLACED PLATE, WELDED O IN KIND TYP.) PROPOSED TO NEW AND TIE ROD OLD SHFFT EX. STEEL WALE TO BE REMOVED AS NEEDED (TYP.) PLATE, TO BE +4.4' (MHW) PROPOSED SPLICE EX. SANDY FILL DETAIL ALONG TO BE RE-USED DETAIL 1 EDGES OF NEW r SCALE: 1"=2' AND OLD SHEETING +1.6' (NAVD88) — — — — — — +0.65' (NGVD29) .. _. ..... .. .... ..... ... . .. .__. ..... . .. ... - 0.0' (MLW) EX. OLD FAILED GRAPHIC SCALL'' SHEET PILE WgLL TO BE CUT AND 3-6' LAYER OF Y 0 1 ] 4 n CONCRETE 1.5 TON ROCK REMOVED ABOVE ( IN FEET ) PROPOSED 8-10' LAYER 1 inch = 2 ft. Il SHL,'I PILI OF 6-8 TON REVETMENT STONE PROJECT: ORIENT HARBOR JETTY AND BULKHEAD 12" LAYER OF _ 4-6" FILTER STONE \ — CLIENT: -- -- WTSI W/ FILTER FABRIC 40550 ROUTE 25 EX. GRADE II ORIENT POINT, NY 119517 TO BE EXCAVATED FOR REVETMENT SECTION C—C' SCALE: 1"=4' c - - -- - - -- -- - -- - - - = ENGINEERING,CLE NGI - E G, INC. oFNE p 0 = 15 Creek Road, Marion, MA 02738 (50.8_) 748-0937 p GRAPHIC SCALE ;� 9: SECTIONS: PROPOSED ° 2 4 a 15 m W SITE PLAN SHEET 4 OF 8 yn FOq 60457 SCALE: AS NOTED I CKCD DATE 3/8112 DRAWING N°. 11127000—ORIENT POINT ( IN FEET ) 90FgSS10NP DRAWN BY: RCS MEC I BY: CO_MP.CODE 08094.100 1 inch = 4 ft 1`) REVISION No. DATE COMMENT i MHW NAVD88 NGVD 1929 5 p MEW % ,° �� MLLW /� /CI ! X6 MLW DATUM SHIFT CHART a v 5 SM �P�pOaa `x1 5 �P� EX3"0 50 00 CTRIC / P �00�5 A 5 s9 F FFP SITE DH EL. +17 2.N 5 Q b, EX z E EX RIP ai F NC IN s ss •N '/a i MLW 0.0' EE GRASS SURVEY LINE °Tro � ,'1,yoa el 6� ti •2A4 /� ' 4 � • 5 ' •2b1 A 2 •",m .'� LECTR EX. - h•'p�M TOP 0 ° C LE w� \LAND GRO pNM COASTA , '/''• 5 UNDER BAN NOTES: OCEAN h p�M ' "' 1. RESULTS OF HYDROGRAPHY FROM SURVEY DATED 12121111 BY CLE EX 3" ENGINEERING, INC. SOUNDINGS ARE IN FEET AND TENTHS, AND REFER NM ' E CT C TO DEPTHS BELOW MLI .. CONTOURS SHOWN ARE IN FEET AND REFER ECW BL 5� TO ML •?;'? pHM � 2. LAND—SIDE ELEVATIONS REFER TO MLW DATUM, AS SURVEYED BY CLE ON 12/13/11 AND 1/09/12. 0.0 .? � OHM OV EAD >e 3. BENCHMARK IS NOAA DISK "TIDAL 3 STA II 23" (PID LX0260) WIRES s ELEVATION +7.5' NAV088, LOCATED AT THE NEW LONDON—ORIENT pN ,o POINT FERRY LOADING AREA. DATUM OFFSET OF 1.8' FROM NAVD88 TO EDGE SPOIL a MLLW REFERENCED TO USACOE POST—DREDGE SURVEY PLAN DATED AM/ / i EL. +5.7NAVD88 (+Z3 ) 00BENCHMARK LWMAG NAIL SET IN STEEL BULKHEAD CO L H MATERIAL AP pp �O EX SITE BENCHMARK / �� GROIN —._y,,. 4. FEMA FLOOD LINES TAKEN FROM DFIRM MAP 36103C0086H DATED I' PK SET "A" IN UTILITY x,•, SEPTEMBER 25, 2009. NM ,,.,. fr+ I EEL GRASS SURVEY CONDUCTED ON 1/11/12 BY CLE ENGINEERING, / p POLE EL. +14.13" MLW INC. y s 6. ROCK OUTCROPPINGS AND OBSTRUCTIONS MAY EXIST THAT ARE OP 0 p� o .:oao C /pdM T NOT SHOWN ON THIS PLAN. 7. Lm z B / » COORDINATES ARE BASED ON NEW YORK LONG ISLAND NAD83 TAL CO SBEACH o ,N„ STATE PLANE. pNM a 0, 8. THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE •9l5 RESULTS OF HYDROGRAPHIC SURVEYS PERFORMED ON THE DATES pN •?;'? A' SHOWN, AND CAN ONLY BE CONSIDERED AS INDICATING THE SEABED -s •' ° / / M ^ CONDITIONS AT THAT TIME. INTERPOLATED INFORMATION FROM BETWEEN •e' e p�M x,,. k" SOUNDING RUNS IS NOT GUARANTEED. SHOALS, OBSTRUCTIONS OR LAND OTHER DIFFERING CONDITIONS MAY EXIST BETWEEN THESE RUNS. NO UNDER SURVEYS WERE CONDUCTED TO LOCATE PROPERTY LINES, CHANNEL •3,31 ON ° - Kr OCEAN LIMITS, EASEMENTS, UTILITIES, GEOTECHNICAL FEATURES, SHORELINES, F STRUCTURES, HABITATS OR ANY OTHER PHYSICAL FEATURES RELATING OIN " TO THE PROJECT SITE, NOR DOES CLE WARRANT THE EXISTENCE OR W 0 3 P4 I �„ - LOCATION OF SAID PHYSICAL FEATURES. ,e.as ��4) q, x"' 9. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE 5 6 x,. , KEY DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT Xt�6 ,� 00 HYDROGRAPHIC CONTOURS RELATES TO THE TITLED PROJECT, ANY OTHER USE, REPRODUCTION OR W) en 00 �0 xx1d ITE N AR �� DISCLOSURE IT THE INFORMATION CONTAINED HEREON IS EXPRESSLY 6� io OJ/ �PO� " -IN 0 W L „ •••• = EEL GRASS SURVEY LINES PROHIBITED WITHOUT THE WRITTEN CONSENT OF CLE ENGINEERING INC. L / USG D 5 1 © COPIRIGHT 2012, CLE ENGINEERING, INC. A ZONE VE EL 15 ' N� VEGE7A OF O ,� �P r .1 M ASTAL / I N - rf = EEL GRASS PROJECT: rEV L z B � �_ •'"" o�� ,°", ORIENT POINT ELECTRIC CABLE STATION REPAIR �kj 3 6' MLW ' °'4ya -0 = PHOTOGRAPH LOCATION/DIRECTION & REVETMENT STABILIZATION FE n ZONE 0� = MHW CLIENT: WTSI in —550 OUTE X EX AREA � ' - MLW ORIENTRPOINT, 2NY 11957 VEGETATION F 6' MLW 99 STATION " ° "'" i( Lli=lE�PO r 8.5 WALL EX. SPOT GRADE = EL 12' NA�D�13. FENCE FEMA FLOOD ZONE LINE C le V ZONE V� NE WETLAND INVENTORY MAP m2 BOUNDARY (SM, LZ) = CLE ENGINEERING, INC. da �Fo 50451 = = 15 Creek Road, Marion, MA 02738 (508) 748-0937 pROFESS0 1 EXISTING CONDITIONS SITE PLAN VIEW / �lh�l\y GRAPHIC SCALE eo ,10 SITE PLAN SHEET 5 OF E / SCALE: 1"=30' - i SCALE: 1' 30' 1 CHECKED DATE 3 8 12 DRAWING No. 7710.000—ORIENT POINT DRAWN BY: RCS MEC I BY: MP CO .CODE 08094.700 ( IN FEET ) REVISION No. I DATE COMMENT 1 inch = 30 fL EX. UTILITY POLE GRAPHIC SCALE OPTION 1: TOP OF TOP OF 0 0 5 10 ?D b PROPOSED RAP REVETMENT COASTAL BANK EX. DREDGE SPOIL MATERIAL COASTAL BANK OPTION (SEE DETAIL 2) 70' PROPOSED RIP RAP REVETMENT ( IN FEET ) -- - - - - - - RIP ---- - --- -- ----- - - -�- - - - -- - � - �- ------ i - -- - --- (SEE DETAIL-2) 1 inch - 1 tt - - ----- - - 0ASTAL BEACH --- -' / !\ ! \\!� \\ \-��\ /\% �!%\\\ %\� \/ / - ------- - - - - - - - - ---- - --- -- - --- -- --- 8 COAST L @EACH --- - - ---- +1.6 NAVD88 EX. UTILITY POLE GRAPHIC SCALE TOP OF TOP OF ,c c s to an .tn COASTAL K / COASTAL BANK EX DREDGE SPOIL MATERIAL 70 inch 10 ft, -- __- __�/\\ __/X�\\ %\\�_\ - __ � %i _ COASTAL BEACTI- COASTAL BEAL I i%\\ I / \ \ — -- - - � — -- - --- — +4.4 MHW41 - - --- -- - - - --- - - - --' - - - ---- -- - / / �\ \\\/��\<\1) \%\�\, \\-- -- ---- - - -J i/ \ j\\�\ ---- - --- - - - Lm Uu +0.65 NGVD29 . ._... --- - ..—. .I ..r..: — - . _ . . — — ...':. .....:. .. .._. I' / /- -\%j\\f%/ \\f i\�\�1\/tom\\\ . - - ---- - --- - �\ --��\/t 7\\il / \I -- - / -i -- - - -- R - - I EX. UTILITY POLE GRAPHIC SCALE TOP OF TOP OF 4 0 5 10 m w OPTION 3: PROPOSED RIP RAP REVETMENT COASTAL BANK EX. DREDGE SPOIL MATERIAL COASTAL BANK (SEE DETAIL 2) 70 OPTION 3: PROPOSED RIP RAP -- - - --- --- - _— -- -- _ — - - _ - - - _ (SEE DETAIL_ 2) REVETMENT _ _ h FEET fit. 8-- - -- - ---- --- �-- - -- -- - ------ - -- ----G�OASTAL -BEACH - - -- - /�\ \\� \\\ \%\j \ \/ \\\ /\ \\/ -/-- -- -- -- - - - - --- ---- COASTAL BEACFI �I- ------ - ------- - - ---- - — 8 \\ \/ i� �- X/ \� —\ - +4.4 MHW4' \_j \�/\/ \ /\� / \% +t6 NAVD88 -- - I. _-. ... I. .".-.. ....__ ..._ �.-�' LAND--UNDER OC AN . - +1.6 NAVD88 +0.65 NGVD29L— - ...... OPTION 3: ...... . . . / PROP05ED-ELECTRIC CABLE / %\/ \ i\\\ , - --- - --- - - - - - --E-X-.--CAB _ - - y r - .. _... ._+0.65 NGVD29 0.0 MLW/ - _-i - -- - - - - _ � / /\/ /\/�\ ,� \ LE (AP-P-ROX-� _ - _ -_ - --_ -- -_ _ _ -- _ - _-� /\\ \�\\\\%\/ \ /-/ .. .._ _ h0.0 MLW 4-- _ _ _ - - - ----- - -- _ _ _ _ _ - - _ __ _ - \ - -- - y /j jJ'\\\/ - ----- --- --- --- - -- - - - - -- - - - ------ - ---- --- - - - - -- - - ---- - -- - --- - �\\'�iL� 4 2 5 TE (SEE DE17A1 7. \ / -- PROPOSED CONDITIONS: OPTION 3- — - - - - - -- - -- — - - - a —12 - - - - - --- - - - -- - - -_ - --- -- -- - -I'- -- - - - - - - ---------- SCALE: 1°=10' - -1- --- --- ---- - - - - - -- - - - -- i--- - - -- I- - -- --� � - ----- ' - --- - --- - -- --- - -- -- - - - - --- - --- -- - -12 -- --- - -- - - --�- - L - _ _ - ----- -�� -- - - - - I'- - - -- ---- - - --- -- I -!&0 - - - - -280 -_- ---- -260 - _ --240 - - - -220 -200 -180 -160 -140 -120 -- ----- - -100 -- - - 80--- --- -- - -60- -- ---- - -40 - -- -- - -- - --20 - ---�- - Ipl - - -16 , DETAIL 2: TYPICAL REVETMENT P. o ) -,o PROPOSED 4-6' LAYER OF SCALE: 1"=4' 6-8 TON REVETMENT \/ STONE \\/ EXISTING GRADE \ TO BE EXCAVATED / \ 3-4' LAYER OF 12" LAYER OF L5 TON ROCK A, 4-6" FILTER STONE \ ,5 'O.ro W/ FILTER FABRIC �� - - RF FOOTRFo / T MHW s z O Op �N�NO MLW� 0,0'c" qN NAVD88 �7NGVD1929 +0.65' - Cy MLW 0.p' - - c, S_M_- - -_ - Fx H ip SM MLW 10 ON�J OHW� OHW� DHW Pio F, // a - - -- -- aH � HW - - _ SM MLLW - / ONW • D�HW�_ HWS OHW� CTR`T s -_ OVA" OHW I �� OHW � 7 C HW DIV - 1- r, �O MLW DATUM SHIFT CHART -S eFN �qTF F to % DHW DHW _ �' any c? KEY T Op NO FEM ZONE VE EL. 15' NAVD88 (+16.6' MLW) FF F� x/ yG 2 `S' OqS O •vs, , civ FEMA ONE VE EL. 13' NAVD88 (+14.6' MLW) = HYDROGRAPHIC CONTOURS 4' S'T U ', 7Y� N '� �ti F ,o EEL GRASS SURVEY LINES "'//0 1 i" ' l� z SM = ti s > • ry SM 0 = EEL GRASS 5 2 }' \3 OF NEIN PHOTOGRAPH LOCATION/DIRECTION +� = w = MHW FOFT / o A e<F S; '.L,l m 2 LW) 2 +'• ?SM 7L O0- Z��Oa 60451 ......... = MLW q M VD +., c 9OPEssiO „ 8.5 EX. SPOT GRADE ONE VE 13 NA" 8 e OST ° +y - = FE�VE G TF 00 e�cy �. 6u1o�ly ----= FEMA FLOOD ZONE LINE \ FEMA Z /I/So N a M�-W _� t�,..M9 . � +W --- - = WETLAND INVENTORY MAP z c �N 1 �` GRAPHIC SCALE PROJECT: BOUNDARY SM, LZ / MLW 0:0 +' o 2 e e ORIENT POINT ELECTRIC CABLE STATION REPAIR 65 � �;�. / Orti Fro _ ,� MINE— & REVETMENT STABILIZATION ,' F ✓ g , ( IN FEET MNW 3 a 1 inch = 4 n c1JENT: WTSI DETAIL 3: ELECTRIC CABLE RE-ROUTE 40550 ROUTE 25 / ^^ SCALE: 1"=4' ORIENT POINT, NY 11957 CAB INSTALLED ANDL BURIEDE2.5' MINIMUM c le BENEATH EXISTING GRADE WITH MARINE PLOW OR = UNDERWATER VEHICLE CLE ENGINEERING, INC. o� w SUITABLE FOR TRENCHING = 15 Creek Road, Marion, MA 02738 (508) 748-0937 AND BURYING WITH MINIMAL GRAPHIC SCALE DISTURBANCE TO SEAFLOOR 2.5' MIN. PROPOSED CONDITIONS: OPTION 3 o s b SITE PLAN VIEW SITE PLAN SHEET 8 OF 8 5 SCALE: 1"=30' \ SCALE: 1' = 30' CHECKED DATE _T18112 DRAWING No. 11127.000_ORIENT POIM ( /\ESTIMATED \ \ � / DRAWN BY: RCS MEC BY; COMP.CODE 08094.100 Il7 FEET EXCAVATION —I� REVISION No. DATE COMMENT 1 inch = 30 ft. \ SIDE SLOPE=0.5;1 • f % _ - - _ ! Sk r _ - -- _ - _ _ MHw T - - - _ r' _ - _- - . _ . - • -..- - a "� . M' ,_- _'"_ 4 - - - _ NAVD88 � / : __ `s NGVD 1929 _ -- / j - -- - _ -- MLW = -� _ • _ _ - , A_ - - = o - - -- �_ ' •'- MLLW : t_ --- - - - r \"� I�\� r r; • _ r- - - ,,,,/ i0 �,��,,,` i - - _ r MLW DATUM SHIFT CHART - _ -- - -- -- __ - - _ _ - _ -- - __ p - `' R, fir, _, .)t� ( :jam . -, -- - v - _ .. = - - - --' . XJL , _ _ - 't`.i� ////// . / 11 `'}}t _ _ ill I . b. _ -- - Al" ', -'" 1.89 x,40'' L _ BOARD OF TRUSTEES '� ---- _._ - '�� J� � T `- "Err 4.. Y ✓ . _ _ - - - __ _ _ -- -`� ` � .: ; �4r� TOWN OF SOUTHOLD . ." - - - - 11 _.-_______ - ../ - ✓fir"' t^Irj •�::"i` 1.-`'--•.I.a,,7, •� _ �.F` O��/ cab 'It o �t� ---- - - --- f r= ; l_ _ ; ;` _ DATE _ n `'t I � , t 1, I _/� _5h 1 /a '. - _ .• - ,/., - _ - / rte`_ - ii l �- ,r ," 11L � i` h,,r ',t`,\, `� _"_Y -_..-.-_' , . '`_ _ - - -, t 'i' 1 j ili A.499 x , ti��1'�Y.�2.01 r` I ' - 11 - IJf t t3 3 ` 'I F i-. 1 '' `?t. I y. __ sif _ ' . __ - _ .---.- -.-- _. _ _ --._ - _ I-) Jaw,L�, Oli 1 --__. 1. r 12 66 i i :. - / ' { -__ --T- I 11, . 5 y ' � r 91' - E-- �-.-- ----__ -�_.---- _ , ��' x', �, rr \ na fns f "s1 t { 1+ _-__ q "s= _ - _-_.__-.-_ `5 -- =�,- -- - '� -'a}�8,;} r� ,_ - .Ay'. 1 i L's- '� _ E 4`, ' ., . . , . _ _ - r s C,, - � 1 ,( r 1 yy 0.35 • -_-_ _'- - _-- .�" �(,g r J`'yy _ - i ,+s I' x!! x LJrxI _ ./x i�:c-^%.:''r �trY r " 'r- - }' - 7. =f -' { .- ._ -., '• _-f Jam_. r S. '/' 14/ . - -'- - �,.. - � /' fs'- m i i :' /'G / ' . - ��,g] �` `/' ;\ "1gt rr �11 � lip r s J"�: _05__ - x 284 ��ai." ._ c % _ �% i • - ------ - / r - ba-,%� t- r+-r, , ,. ±bnkr } 4 j `/ ���'•_ ""�� \ %'�;7` i .- - _ _ _ - r- y - _ : - : - - r''. r - x9.48 '�}`b rs �� s ~� ' I r r x 2.69 -. ! . ! b ' rc'r: �--terms _ -- - __ , �� - -i' '116 __'`' '/ 7p - - ' ?� , - -- I. i� _"' ^#b t nk2�� I� "gn� ,, 11 , F.r fF' -1 J%`''` ------- - -- t - fir_'-- 11 :f !%- ©NSI TOP - / - - - -- o .i ,t i - --------- __ - _ J/ Litt _-+ " �_ f / �1 ("` 1�S T LJ : -- --- / fi tbnk2l 1� S ' IJNU ? I - ;- 3� BANN - _ - v^ oc� j., ' ; _ `J,x, �t. f r� rr -/ NOTES: - � - ~ - ~ o' = b /`j- off` - /" 1. RESULTS OF HYDROGRAPHY FROM SURVEY DATED 12/21/11 BY CLE • _ - _ .� x 'i f ^; ,' �1 - .: -- -' - ,- ,.-`r.- j-. t k, E x,�, _ `-, ENGINEERING, INC. SOUNDINGS ARE IN FEET AND TENTHS, AND REFER --- ,,-_ -._-- / �' - ,�- -1 k -;' 'f / TO DEPTHS BELOW MLW. CONTOURS SHOWN ARE IN FEET AND REFER -- /! ``'259 39 /,•/ = 1^S€`" ' '. v. . -- ' ` t "_j-� - ti - - i xh�� - - �- ��, `` TO MLW. -` - f ; w. - - ` f - % 131 _ f, 2. LAND-SIDE ELEVATIONS REFER TO MLW DATUM, AS SURVEYED BY .` �`� l .' /" h p �'26 ��,- '�' ��� _ �`' '' CLE ON 12/13/11 AND 1/09/12. _� !�-' -, .'- '=' `N . 'bCft �" -' tbnk� / 3. BENCHMARK IS NOAA DISK "TIDAL 3 STA /I 23" (PID LX0260) - t _ / �'2 w /'� �,, - ? - - ELEVATION +7.5' NAVD88, LOCATED AT THE NEW LONDON-ORIENT / --' O _ , „ ,' - _ �, r' _-' f ,!. �° ,-' '= - � ti_- POINT FERRY LOADING AREA. DATUM OFFSET OF 1.8' FROM NAVD88 TO r ..- , �! / gnd - J ,/ •� J ` =r - E :- " -__ MLLW REFERENCED TO USACOE POST-DREDGE SURVEY PLAN DATED .�---�' s ;' /'� t % - ILM k` 12/12/2011. LOCAL BENCHMARK 1S MAG NAIL SET IN STEEL BULKHEAD { ©�'� ,o F` '` CAP EL. +5.7' NAVD88 (+7.3' MLW). _- �'` t" SITE BENCHMARK 5$y�` x- = f ` 4. FEMA FLOOD LINES TAKEN FROM DFIRM MAP 36103C0086H DATED _- - I- E K ET �, � SEPTEMBER 25, 2009 _.---- _.--_____' __" - __--_ _ -- 4�� � 1 E t� ,w _ . ',' h.9rLW x�' � - 5. EEL GRASS SURVEY CONDUCTED ON 1/11/12 BY CLE ENGINEERING, -_ '' x _ ' �� I -- '' __ INC. -"`;=ter O xlo3o ;' __ _, 6. ROCK OUTCROPPINGS AND OBSTRUCTIONS MAY EXIST THAT ARE ,_ _ f '' ! tcnk2 gnd _'1''` �TAL � �N�\ � • ___` �,-iu I NEly I, NOT SHOWN ON THIS PLAN. - " r -'' '; %" �/ \�, , „ - _�-�-`k fqt 1'A� BEACH - , �� 0 7. COORDINATES ARE BASED ON NEW YORK LONG ISLAND NAD83 / x13c�Oh , EA . F/ 75 .� r �'r - STATE PLANE - / - /14 , �� �� `gnd -- _ - --8- ___� J, �, .C? „,1 * 8. THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE /� i r' /'.-- _ I t 01 x933 _ ` ' RESULTS OF HYDROGRAPHIC SURVEYS PERFORMED ON THE DATES `+� cnu -� _5 _ Lu _ - ` 3. tbnk �f. '�� J - iI 1. f`V��a_`~: -1, :� } R y u� SHOWN AND CAN ONLY BE CONSIDERED AS INDICATING THE SEABED _ _:- __._ -'"- I -''ter I ��,Na ~ -� .�� ;., �'v CONDITIONS AT THAT T1ME. INTERPOLATED INFORMATION FROM BETWEEN ,,_ > i.-�'.' - �. o/ r )ML ,� i s, �,, ` -'-; 1 ' k L,�l, ,''__ � ! SOUNDING RUNS 1S NOT GUARANTEED. SHOALS, OBSTRUCTIONS OR _ __ - - '' �' �j� M� , ,�--_ - � -' . OTHER DIFFERING CONDITIONS MAY EXIST BETWEEN THESE RUNS. NO y 337' / t3sn ' © l,. sus�/ t_r'_. +JNCEf ;,C}� �� xbch _� - -`�� '- SURVEYS WERE CONDUCTED TO LOCATE PROPERTY LINES, CHANNEL _- t` r� _ �_. --- -r -�!�`% f„r .--_1 f�, ���" ��: "' _;}-' ' r, CES` ' p LIMITS, EASEMENTS, UTILITIES, GEOTECHNICAL FEATURES, SHORELINES, , �' _ - '- -- 'wad j{0 STRUCTURES, HABITATS OR ANY OTHER PHYSICAL FEATURES RELATING =" cI,L` J /�-, - Z� " °r� - 4TO THE PROJECT SITE, NOR DOES CLE WARRANT THE EXISTENCE OR ,---'" '" G ,577, tb � - �j ) i 1 l_ ;' � �' '`_ ` LOCATION OF SAID PHYSICAL FEATURES. \ ' '_ ' ___ k. ON1.1�J f."!'� _- ;. .. i rf f Ji '� "`1m_. , J r r u ^ KEY DRAIMNGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT /`- _1_1­_____­__,_ -"'� _= - -C / / / e j , �' b f` / ' ,11. __ _ HYDROGRAPHIC CONTOURS RELATES TO THE TITLED PROJECT, ANY OTHER USE, REPRODUCTION OR -/ . i �� ;,� ,/ ':``ITE N� iYARK` , / DISCLOSURE OF THE INFORMATION CONTAINED HEREON IS EXPRESSLY � _ vV` �-' tbnkC•• `�� ' N4� i- - ,'` f !f �i' ���,u i' .�`USC Dt ;' I-,�� #� r PROHIBITED WITHOUT THE WRITTEN CONSENT OF CLE ENGINEERING INC. tzm'.� ''� -`' AO L IN 0 C./WALL .. •••• = EEL GRASS SURVEY LINES © COPYRIGHT 2013, CLE ENGINEERING, INC. ,TOP OF - ' %') ©� � �� 1� � v� � 1 >, VEGETATE / r' t c . r; r� ,ii4 ' ' I /` /, :CMA ZONEi• 12 � TAL _.�� / �. J ,/ = EEL GRASS PROJECT: ZONE l y,,!' ���� i.' n 1 bib �v` -f �.� '�iv.:a � I r, r" ;' r1 ;`r FEMA ��,� �' o '-- _r ,,� �, , , �„ ; ;r ORIENT POINT ELECTRIC CABLE STATION REPAIR (+13' - 0 � .� _Gw �� - _ & REVETMENT STABILIZATION M >W ' - �rJ ) - ` ,- -0 - PHOTOGRAPH LOCATION/DIRECTION T rvrr 4 r C � �' r,r11, tbnkI '1"'_- r----I-- .��...e -- 0 10.89,,E �.r � ' ' 4 i^ f<f , t TATr'ON Y;4`� 1111 = MHw cLIEt1T: WTSI ,� VE�fE AREA , , , . `- o� 40550 ROUTE 25 --_ /` / = MLW pot --- ,�,,,� `-- , ` <5' '' r` ,y' , - - ORIENT POINT, NY 11957 } mMr 99 - J I_f• ___'\ __ yJ / f / X U.5 8S (+1 r 3. nT %' f' n = EX. SPOT GRADE / ;: F- vE r_t- �il" r f' // :"`, �'/ ," `/ , -----= FEMA FLOOD ZONE LINEC-le FEMA . CA --- /` - WETLAND INVENTORY MAP �, '/ !✓` ; /,%� . BOUNDARY (SM, LZ) CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 ,' �� ,� ,� -'� ' ,� , % �'/ ,.11 f` EXISTING CONDITIONS SITE PLAN VIEW � � j' GRAPHIC SCALE SCALE: 1"=30' f r,,. i/ ,`' 30 0 15 30 60 120 SITE PLAN SHEET 6 OF 9 �, L4 ;`r r' mmm� SCALE: 1" = 30' CHECKED DATE 4,116113 ORAWlMG No. f 1127.000_ORlEN7 POINT r�/ -' %/ DRAWN 8Y: RCS MEC BY: 11127.100 ` `/" / i i( IN h --FE 0 ) f REVISION No. DATE -- --__�-._�..�._:..�_,._.-,_-.COMMENT -_____.,____ ---__-__.,_..--.----------- --- I- Il / 1 - - - ----- ----- A �. -- ---.-,-.„- ------------­- - ---- --- - - -'- -------- - - 7 'c GRAPHIC SCALE 10 0 5 10 20 40 OPTION 1: PROPOSED RIP RAP REVETMENT u (SEE DETAIL 2) - - ---- PROPOSED RI RAP REVETMENT PTION 1 -• ___-.---- - -- _ - ----- -- �. .._... .. - -- - -- -— -- -: P IN FEET ) (SEE DETAIL 2) 1 inch = 10 ft _ -77777711, --- --- t +4.4 HW M , - - , _ 4 _ - __ - _ +1.6 NAVD88 _ _ — — — — — __ — — — — — — — — _ — — — _ +1.6 NAVD88 +0.65 NGVD29 ............................... ........_-......................:...... .................,. ... ..........-.... .... . ` t =77+0.65 NGV029 0.0 MLW _ - - O.D MLW ~`'`- -4 -4 -8 -8 PROPOSED CONDITIONS: OPTION 1 -12 SCALE: 1 "=10' cQ U j -12 14: 10: -L500 ra- -?6300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 1 0 I -16 DETAIL 2: REVETMENT DETAIL (TYP. SCALE: 1 "=4' - - - F PROPOSED 4 LAYER 0 -�o :' -`�`- 6-8 TON REVETMENT _ - - - STONE \ EXISTING GRADE - TO BE EXCAVATED z _ _ Qj 3-4' LAYER OF - 1 5 TON ROCK 12" LAYER OF - - - -- •- - - -- 4-6" FILTER STONE '-` - -- - - W/ FILTER FABRIC ^ y Y - -- - - = - - -- -_ GRAPHIC SCALE 0 16 _ - IN FEET _ - - — - - __.. - _ - 'If1 inch — ft _ r _ �� • — i Tr _ n B �` r ~� 7/0�FNT —---- '� �b - - _ ` •y#`'� ry _r- - �'Lt�`` r--- - -- - S 1vt - - - �.� HV-, QIO H ---� a IFC Q QHV---- DHw - QN.a C'p r�ST�p O off w —___ off w a =_ r - 5� i — s - - - - . t _ - f 4UI /c SFO o DHw Ir Q - 4� pti 'r G'E` .9 71%-\`DIHW-- HV_ S q�0,�, ,$,p � ti --____ OHw W S r KEY S D t - O q�. (b--•�• � r -y w UH n� - n ' HYDROGRAPHIC CONTOURS 0- 4'r, fi f 10 o D f/ /R` toes "�r r., w H w-_____ D b '� h` ,' c'? ` * `,' r* f u Por -rr — D tii C` 6 . ?�4A ZONE t�E �, E.'_. _ >` i - EEL GRASS SURVEY LINES .... C Agfa t vf�� V 1 PVA�.�L :art 1 fJ y1 d i 70 ., 1 s SMEEL GRASS ' _", r � \� i `1�I I `�'"' ` �n —--_ .__-- Sn4, +I � — .•, r-;- b� ---_ � 8 >-.__---- - _l /•`� �'�'�'�f„ r_/; a ---'. ---- ,,,-- ` PHOTOGRAPH LOCATION/DIRECTION — r f l ;✓ " , - `, c-� - �- - � = MHW IL (Op NEW _ _ ON .r r~- ��,; q,�,ps G. ;p'�,� MLW - _ cc x 8.5 qnd = EX. SPOT GRADE 1 / i •" I 7 f r FEMA ' m > - r: -; -?; - _ - ;�� ---- = FLOOD ZONE LINE 0451 , WETLAND INVENTORY MAP �� �L• T 7 N�y��� _ .� � t .- '�- ,,-`" ��r N-'- - � _ -� � ___ ---- - ,������ _-.^___~.___._= - -- il�, j BOUNDARY (SM, LZ) J f ! Y h r . ORIENT POINT ELECTRIC CABLE STATION REPAIR , ' 0.0 & REVETMENT STABILIZATION tviIlk -- q� CLIENT: .� �" MHW ' WTSI _�--- _ - _- 40550 ROUTE 25 4,,� '�" _ ----y"` -- ~ -- �4 ORIENT POINT NY 11957 -- — - lam J///• _ lr 'moi _ _fY NAVD88 c e NGVD1929 +0_65'r _ CLE ENGINEERING, INC. f 15 Creek Road, Marron, MA 02738 (508) 748-0937 ri, - f r - ' PROPOSED CONDITIONS: OPTION I \kl GRAPHIC SCALE MLW 30 o 15 30 80 120 SITE PLAN VIEW MLLW -0.2' SITE PLAN SHEET 7 OF 9 SCALE: 1"=30' SCALE: 1" = 30' CHECKED DATE 4 16 13 DRAWING No. 11727.000_ORIENT PAINT DRAWN BY: RCS MEC JBY. COMP.CODE 11127.100 ai FEET ) MLW DATUM SHIFT CHART RFvrs'oN No. __ t_ DATE COMMENT I inch = 30 ft. GRAPHIC SCALE 10 0 5 ,0 20 40 _ - - IN FEET 1 inch = 10 ft • _ +4.4 MHW 4 t , 1.6 NAVD88 +4.4 MHWq — 9 , +1.6 NAVD88 - 65 NGVD2 +0.65 NGVD29 .... ................— — — — -- -- _ -- .................................. ...._... ..............................,.,..._... `�D D MLW .................... ..........._... ........ ...._ ....._............... OPTION 2: 0.0 MLW-" PROPOSED ELECTRIC CABLE _ 7777777� -4 -4 2 5, RE-ROUTE (SEE DETAIL 3) l �_ _ -8 -8 PROPOSED CONDITIONS: OPTION 2 LO � -12 -12 SCALE: 1"=10' �j `rj - -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 -16 -16300 -280 -260 -240 - :` - - -- - - - L 3: ELECTRIC CABLE RE--ROUTE DETAIL - o - -- -- -- SCALE: 1"=4' -,o ; CABLE TO BE INSTALLED AND BURIED 2.5' MINIMUM BENEATH EXISTING GRADE I = - r WITH MARINE PLOW OR UNDERWATER VEHICLE SUITABLE FOR TRENCHING AND BURYING WITH MINIMAL R F 00 _ T SEAFLOOR DISTURBANCE RBANCE 0 DS U ._ 2.5 M - 1 - _ -- - ESTIMATED \ u EXCAVATION - - ` - SIDE SLOPE=0.5:1 • �� ___ -_ - e --• - -- - �Ao --- - GRAPHIC SCALE - - _ - _ - - - `` " /C 4 0 2 4 a ,s - -- - - -- _ ..,_- -__ o,�, - - - -- ✓ -- - - -- - - -- _ ` M f - - IN FEET- - --- � -- - -- -- --- - — 1 inch 4 P� - r SM sm �! n JJW Qh1 W--: CAH c CLQ ` -#' - v s_ '• - — ` 6 _ `- - --- - - - c W ----_ }� " -- Qr �� , ;A 1 �•� 10 W`---- 131,W — aN W_--___ Q -re"� - -`_ -'�' '' _ / QHW KEY QHW—•--.__ Nw 1,L 1 QH W--- - �`! ��� OHW----__ Hw �H t� ` =a ' , _ �J �` '9`J -''°' , ~'-�' ' i " ` "'� � '' --0 HYDROGRAPHIC CONTOURS ,t '/' © 9• ( / - 10 W Q 3 QHV OCA O f i0 \,� t 1 �i� '�'jvrC s�L_ r ELtr��✓2 ?� f 1 J ���Ll ?4� F ,;'rte F _. i ' til'. 1 l _W)- _ - r----r , ;;tom t r r< o•• EEL GRASS SURVEY LINES �.� `'- •`'lt� °a ! - f �' �-�f ` - - - Lfr}:�1 EEL GRASS O � +� � �- � - =�'_•'_���'h"n,�' 6 �� `iv ♦Jas'� -- ! r �' �`Lk t I' ''r _'---- - "~- !- —a-4.Am 'r, . ',1,f r # - PHOTOGRAPH LOCATION/DIRECTION - _----�--- _ -- —- - \, --j r `' "`- ---- '•_. = MHW .. � r t MLW Ar sm 8.5 z n ti - EX. SPOT GRADE e`,�r } `- _ '-�, _ ,- r'- - —., - - �' : ,a{ _ -_ -----fie --'-- ---_ ., f• C ,S• z��F '� ..tom 1/0 +(1451 1 FEMA FLOOD ZONE LINE r�? LAND INVENTORY MAP y �0 WET - 1P,JS M, BOUNDARY {S LZ fir lei f — = - - ,_. :•` �,_' PROJECT: FEM - '--'' ELECTRIC CABLE STATION REPAIR ORIENT POINT , bR' 0.0 . . - _ =- & REVETMENT STABILIZATION WTSI - _--- ' . .,...�, �.._- ��--.---'- - MHW t`', '�^'� �•�, __---- + ' `' � --• "_--- f: ,� 40550 ROUTE 25 ORIENT POINT, NY 11957 '' `'fir. "--'' --•- " -- . ------~ " --•-- �" , _- �. NAVD88 c e � NGVD1929 _ -- �. - CLE ENGINEERING, INC . f - V, 15 Creek Road, Marion, MA 02738 (508) 748-0937 ;' { _ PROPOSED CONDITIONS: OPTION 2 yy _ MLW GRAPHIC SCALE SITE PLAN SHEET 8 OF 9 _ SITE PLAN VIEW 30 0 ,S 30 60 120 MLLW - - SCALE: 1 "-30' SCALE: 1" = 30' CHECKED DATE 4 i 6 13 aRAwINc No. 11 127.000_oRIENT POINT DRAWN BY: RCS MEC BY: COMF.CODE 11127.100 REVISION No. DATE COMMENT - _--____-- _-- --' MLW DATUM SHIFT CHART _T --_ _-_ - ( IN FEET - 1 inch = 30 ft ----- GRAPHIC SCALE 10 0 5 10 20 40 OPTION 3: PROPOSED RIP RAP REVETMENT ' - -- Z r, -- RAP REVETMENT ( IN FEET ) _ OPTION 3- (SEE DETAIL 2) PROPOSED RIP _ (SEE DETAIL 2) -_ 1 inch = 10 ft. - 8 - - +4.4 MHW } --- +4.4 MHW .. 4 - - _ !' _...__.. - '= - � .- .____-_ .—____ +1.6 NAVD88 +1.6 NAVD88- - — _ — ......,—......... .—.... .....--.... .....—........... ..... NGVD29 N VD 9 — — -- --............--...:..:.. .. ......... ... ..........—...........—...........,.—...,................................... - - +0 65 G 2 _. ............ . X0.0 MLW ,r'..... . . ....,ONION 3: - _ - 0.0 MLW r PROPOSED ELECTRIC CABLE 4 -4 2.5, RE-ROUTE (SEE DETA! _ . - -8 -8 = PROPOSED CONDITIONS: OPTION 3 -12 � -12 SCALE: 1 "=10' I i -16 -1%o -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 DETAIL 2: TYPICAL REVETMENT (TYP. _ o SCALE 1 =4 _ - - -- - R OF - • PROPOSED 4 6' LAVE -ro -. - - — - ------- -- 6-8 TON REVETMENT STONE -- EXISTING GRADE ` TO BE EXCAVATED - _ • _ o D� 0 - - - 4, ------ - - _ � ---- - ---- - -�-- - _. . . 3- LAYER OF - r. 1.5 TON ROCK 12 LAYER OF `~- ` --- - -- - : ~ 6FILTER - - FILTER FABRIC ---- - J, cc o MHW --_t_ - _._ - — - - - _ . _ -- • - y '` -- ---_ _ _• "_------ - � %q�. r _.___-- -~-_.. ..____ 1` -,, ,� ---__ ------- -_ - - - — -- ------ - --- -- - -- - -- - NAVD88 NGVD 1929 `=-•' 00 �k b "'ra yam "- -._._._- "'. '_---- :~ - _ _ _ - - -- - -_ Tj tc�i` & .- - --_ *� �?y ! SM _- .__ , MLW GH W HW --+_ QH sm _. - - ,viba - MLLW OH W QHW QHw--__ umw--- _— � _. . �\� �y �i ,. MLW DATUM SHIFT CHART QHW " o s �,�' �- ro o�Q ow a W� e - r _ ,; �, KEY r � �` yr H Q - r FAi ?ON 'v F ? °�� NAVD88 l � 6,6• Ad �r — ,,I' ' iu�^ _;' �. _ _ HYDROGRAPHIC CONTOURS .�1� t�L�}/-� 7 O N E t� NAV,0,1- 19, y j i ff r !� - -._ fir_-�,'' ''�. � - __._,.—. - ------ --- i c., �. /;s T, s3'- a --TG 1•_.—. a j r�iy9l•'� `� 5.! � ' � �; `0_��"`_- _ - __. .' `�o 9 S `!� .'. � s r4 i = EEL GRASS SURVEY LINES .^_..� �.-..� --- 4Fc_ `�` ''' __.. . ..,_.._.tom _ c,5 '-- ._.___-•'bd �' 9 ? / 7 - ' J ^^yr \Y� r — hk -7 EEL GRASS J / r 1 PHOTOGRAPH LOCATIONIDIRECTION 10,00/' Scop -- J= _ - �► - �_ _ _!`` _ _--l-;-___.-•-- __ �... -;-�. __ J------- _ _ C4F NE►y j„ MHW +fry co MLW � ..- "' llf s''•= `." ___ _ -2 ;•��q�r� -"'l! -_-- —4;�-_ _----�- ------ -- - ALJ ' j� � — /�r1; t 1 1 1�i C`Nj us x8.5 uj {y n d = EX. SPOT GRADE _ a 044 .f ` r ^,, i `r, r' �-� FEMA FLOOD ZONE LINE _ .C-�? _ _ .D rJ - h ..-_- - WETLAND INVENTORY MAP - -� �: BOUNDARYSM, LZ F - - , GRAPHIC SCALE PROJECT: 4 0 2 4 8 ,e ORIENT POINT ELECTRIC CABLE STATION REPAIR NO,L 0.��° & REVETMENT STABILIZATION IN FEET b _ 1 inch 4 ft. CLIENT. WTSI , �,v,�`---. - .. y, ��w �•_------ ` -"`" _�-- -` �__--__--.__-.__ _--- - 40550 ROUTE 25 _ — DETAIL 3: ELECTRIC CABLE RE—ROUTE ORIENT POINT, NY 11957 --' '- SCALE: 1"=4' * _ 5 x f - // f - --... - ------' .�` ' t....---`- f• CABLE TO BE INSTALLED --- AND BURIED 2.5' MINIMUM e - - - BENEATH EXISTING GRADE _ WITH MARINE PLOW OR = CLE ENGINEERING., 1 N CUNDERWA . ER SUITABLET FOR TRENCHING = 15 Creek Road, Marion, MA 02738 (508) 748-0937 AND BURYING WITH MINIMAL DISTURBANCE TO SEAFLOOR 2.5' MIN. _ PROPOSED CONDITIONS: OPTION 3 - GRAPHIC SCALE - SHEET 9 OF 9 30 0 t5 30 60 120 SITE PLAN VIEW SITE PLAN -= SCALE: 1"=30' - -- - 5 1 \\ j SCALE: 1" = 30' CHECKED DATE 4116113 --TDRAWING No. 11127.000—ORIENT POINT ESTIMATED \ 7 DRAWN BY: RCS MEC BY: COMP.CODE 11127.i00 ( IN FEET ) EXCAVATION ��r�� REVISION No. DATE COMMENT 1 inch = 30 ft. SIDE SLOPE=0.5:1 e-:;.1ir /_�Q-," U�Flo EDGE OF PAV�E &jEpV7- '�6Q-4 I KEY HYDROGRAPHIC CONTOURS A,60 c �?o +4.4' EEL GRASS SURVEY LINES MHW 25 u EEL GRASS Ex. -DREDGE SPOIL MAIER/AL f NAVD88 = PHOTOGRAPH LOCATIONIDIRECTION �"*c"vx, 7, NGVD1929 +0.65' '7A = MHW /�6 0 5 "7� 1 7-11 = MLW 0.0' x 8.5 MLW Z�4 Ae �q gnd = EX. SPOT GRADE �po -0.2' Q) = FEMA FLOOD ZONE LINE EX� DREDGE MLLW IA L SP011 MA7ER 15 4^ 5 = WETLAND INVENTORY MAP +00) BOUNDARY (SM, LZ) c6 MLW DATUM SH/FT CHART STANDARD PENETRATION TEST 0- El 15 114 - -A Q�_ LOCATION Q) 0/ \t Ar. '9 s 001- 19&Z Z c) 4/4", 0� + 7 NOTES. 16'S�� 20111 BY CLE '%0 + 1. RESULTS OF HYDROGRAPHY FROM SURVEY DATED 121 9 ENGINEERING, INC. SOUNDINGS ARE IN FEET AND TENTHS, AND REFER TO 4�0 .3 DEPTHS BELOW MLW CONTOURS SHOWN ARE IN FEET AND REFER TO MLW It jr 4 2. LAND-SIDE ELEVATIONS SHOREWARD OF EXIS77NG SEAWALL REFER TO MLW DATUM, AS SURVEYED BY CLE ON 12112111 AND 12121111. -TIDAL 3 STA It 23- (PID LX0260) ELEVATION .0> C0'4SrAL 3. BENCHMARK IS NOAA DISK S. Q REACH -ORIENT POINT FERRY LOADING +7.5' NAVD88, LOCATED AT THE NEW LONDON AREA. DATUM OFFSET OF 1.8' FROM NAVD88 TO MLLW REFERENCED TO lb 15 Q cy USACOE POST-DREDGE SURVEY PLAN DATED 1211212011. LOCAL BENCHMARK IS MAG NAIL SET IN STEEL BULKHEAD CAP EL. +5.7' NAVD88 (+7.3' MLW). -a C) MLW 0-0 + ,> 50 4. FEMA FLOOD LINES TAKEN FROM DFIRM MAP 36103CO088H DATED SEP TEMBER 25, 2009. + 5. EEL GRASS & PROBING SURVEY CONDUCTED ON 12120111 BY CLE ENGINEERING, INC. 6. ULTRASONIC TESTING ON SHEET PILES AND EEL GRASS DIVE VERIFICATION SURVEY PERFORMED ON 1111112. -5 7. ROCK OUTCROPPINGS AND OBSTRUCTIONS MAY EXIST THAT ARE NOT SHOWN CY ON THIS PLAN. c 7 8. COORDINATES ARE BASED ON NEW YORK LONG ISLAND NAD83 STATE ""I(y I(y PLANE. C, 9. THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF HYDROGRAPHIC SURVEYS PERFORMED ON THE DATES SHOWN, AND CAN ONLY BE CONSIDERED AS INDICATING THE SEABED CONDITIONS AT THAT TIME LAND l4k,N-1 z INTERPOLATED INFORMATION FROM BETWEEN SOUNDING RUNS IS NOT 4 75 0 --, 1�5 - , i. ��'�; ob, A% UNDER GUARANTEED. SHOALS, OBSTRUCTIONS OR OTHER DIFFERING CONDITIONS MAY C) 'All,,I-i 11 . - OCEAN EXIST BETWEEN THESE RUNS. NO SURVEYS WERE CONDUCTED TO LOCATE 0 Q, r + __�z cy PROPERTY LINES, CHANNEL LIMITS, EASEMENTS, U77LITIES, GEOTECHNICAL FEATURES, SHORELINES, STRUCTURES, HABITATS OR ANY OTHER PHYSICAL FEATURES RELAPNG TO THE PROJECT SITE� NOR DOES CLE WARRANT THE j LLJ EXISTENCE OR LOCA77ON OF SAID PHYSICAL FEATURES. 10. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAKlNGS IS GRANTED ONLY IN CONNECRON WfTH ITS USE AS IT RELATES TO THE TITLED INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE f- PROJECT, ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE 7 24+ WRITTEN CONSENT OF CLE ENGINEERING INC. no (g) COPYRIGHT 2013, CLE ENGINEERING, INC. 7 OV NEF z/1 OSG.p I V P R 18 201 cc -464) 4 Lu .-15 ------ $0457 r ss% GRAPHIC SCALE 20 0 10 20 40 80 IN FEET I inch 20 ft. LAND _10 UNDER PROJECT: f". OCEAN ORIENT HARBOR JETTY AND BULKHEAD % ClJENT: A" WTSI _15 40550 ROUTE 25 ORIENT POINT, NY 11957 S, c e CLE ENGINEERING, INC. 15 Creek Rood, Marion, MA 02738 37 (508) 748-09 EXISTING CONDITIONS SITE PLAN SHEET 1 OF 9 SCALE: AS NOTED CHECKED I DATE 4116113 D AWING No. 11 127.000-ORIENT POINT ov - 14 3 DRAWN BY. EC BY. COMP.CODE 11127.100 SITE PLAN VIEW '50 REVISION No. DATE COMMENT SCALE: 1"=20' 7 0 74 EDGE OF PAVr-_-tvlEl'%jT IQ KEY HYDROGRAPHIC CONTOURS 41/ Y +4.4' A- MHW EEL GRASS SURVEY LINES 16 if c� 9, EEL GRASS _)R�:'F IGF- NAVD88 PHOTOGRAPH LOCATIONIDIRECTION C) lk V, oft. SPOIL MATLERIAL PIL E NGVD1929 +0.65' 7 = MHW _14� 4k 4,/, v <?l,>0 = MLW l,)0LP,4*,,V 0.0' MLW x 8.5 PROPOSED V�lp d = EX. SPOT GRADE COASTAL Iqw Q S�� MLLW MITIGATION -15 44�/' FEMA FLOOD ZONE LINE AREA 'k /z" Ql� q'q Ile 'y WETLAND INVENTORY MAP EX. DRlJ_E_D6l'E E + s MLW DATUM SH/FT CHART -SPO!'_ MATERiAL INS -4-p-H BOUNDARY (SM, LZ) -too -15 +00) Al + 4. STANDARD PENETRATION TEST c6 LOCATION 150" 4. 9 /0 40.6 + 00 ;1 0 0, & " .9 �0 0 0 �S46' '-ovpe"' 'Ile �po J0,88 V' 7, C) ------- Wo 45' *69 1.6 ­2 99 C) .70 A-4 3 cc- OE so 4; N. +4</ NOTES: 4� 1. RESULTS OF HYDROGRAPHY FROM SURVEY DATED 12120111 BY CLE 0 cy ENGINEERING, INC. SOUNDINGS ARE IN FEET AND TENTHS, AND REFER TO e4- DEPTHS BELOW MLW CONTOURS SHOWN ARE IN FEET AND REFER TO MLW �01 5r 15 2. LAND-SIDE ELEVATIONS SHOREWARD OF EXISTING SEAWALL REFER TO MLW lr6 `�Qpl � DATUM, AS SURVEYED BY CLE ON 12112111 AND 12121111. A 77ON 3. BENCHMARK IS NOAA DISK "TIDAL 3 STA It 23" (PID LX0260) ELEV '70- C 0'4 SrA L +7.5' NAVD88, LOCATED AT THE NEW LONDON-ORIENT POINT FERRY LOADING -�O��' SEA CH &0 AREA. DATUM OFFSET OF 1.8' FROM NAVD88 TO MLLW REFERENCED TO USACOE cy Cy POST-DREDGE SURVEY PLAN DATED 1211212011. LOCAL BENCHMARK IS MAG 15 - 5/", : �cy NAIL SET IN STEEL BULKHEAD CAP EL. +5.7' NAVD88 (+7.3' MLW). ICY 4. FEMA FLOOD LINES TAKEN FROM DFIRM MAP 36103CO088H DATED MLW. 0 Lk 1-0 Ln SEPTEMBER 25, 2009. 5. EEL GRASS & PROBING SURVEY CONDUCTED ON 12120111 BY CLE Kv u ENGINEERING, INC. 6. ULTRASONIC TESTING ON SHEET PILES AND EEL GRASS ME VERIFICATION SURVEY PERFORMED ON 1111112. --- ------ 15 7. ROCK OUTCROPPINGS AND OBSTRUCTIONS MAY EXIST THAT ARE NOT SHOWN 5 cl 41"`f� ---------- ON THIS PLAN. 8. COORDINATES ARE BASED ON NEW YORK LONG ISLAND NAD83 STATE PLANE. '70; �lc; 9. ACTUAL LOCATION OF PHOTOGRAPH NUMBER 7 AND 8 ARE OFF OF SHEET 2. 9. THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF c HYDROGRAPHIC SURVEYS PERFORMED ON THE DATES SHOWN, AND CAN ONLY 0 BE CONSIDERED AS INDICATING THE SEABED CONDITIONS AT THAT 77ME 0 INTERPOLATED INFORMA77ON FROM BETWEEN SOUNDING RUNS IS NOT Teo. , 01�01 66 --A GUARANTEED. SHOALS, OBSTRUC77ONS OR OTHER DIFFERING CONDITIONS MAY LAND 'polo Q) EXIST BETWEEN THESE RUNS. NO SURVEYS WERE CONDUCTED TO LOCATE 0 , LINDER Z 60 OCEAN PROPERTY LINES, CHANNEL LIMITS, EASEMENTS, U77LITIES, GEOTECHNICAL FEATURES, SHORELINES, S7RUC71JRES, HABITATS OR ANY OTHER PHYSICAL co FEATURES RELATING TO THE PROJECT SI`IE� NOR DOES CLE WARRANT THE EXISTENCE OR LOCATION OF SAID PHYSICAL FEATURES. co 0 'ONO 10. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS LU GRANTED ONLY IN CONNEC77ON WITH ITS USE AS IT RELATES TO THE TITLED --- PROJECT, ANY OTHER USE, REPRODUC77ON OR DISCLOSURE OF THE INFORMA77ON V ;zi . CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF CLE ENGINEERING INC. e4- 2+5 ;f0lo COPYRIGHT 2013, CLE ENGINEERING, INC. cc w Lu 15 tp $0451 FES GRAPHIC SCALE 20 0 10 20 40 so IN FEET I inch 20 ft z ------ LAND PROJECT: _10 UNDER OCEAN ORIENT HARBOR JETTY AND BULKHEAD CUE": A" _15 40550 ROUTE 25 WTSI ORIENT POINT, NY 11957 c e CLE ENGINEERING INC 5 Creek Road, Marion, MA 027J8 (508) �48-09J7 PROPOSED CONDITIONS ------ SITE PLAN SHEET 2 OF 9 DATE No -15 4116113 SCALE. AS NOTEDTCHECKED =DRAWING No. 11127.000-ORIENT POINT DP.4WN BY: RCSIME COMP.CODE 11127-100 __C I B Y. SITE PLAN. VIEW REWSION No. DATE COMMENT ----------- '50 <�2 SCALE: 1"=30' 100 '0 rtAf, EXISTING CONDITIONS- SECTION VIEW MHW TP OF' ,FENDER PILE EL. 41 1.654'± _ `� f E};. SHEET PILE EX. GRADE NAVD88 VARIESij EX.ISFING i-� ' TOP TIMBER WALE--_ f� J 4r;t,',._DE, S LL , 8. i NGVD1926 t (2) 10 Io TIMBER WALE f WIDTI- 'VARIES -+- �. �N �ti_L EX_ OL?; TIMBER � , � MLW HIL?-PILE WALL EL. -i•-tS.41 ±� k +4.4 (MH W) ✓ , STEEL CAP L {_ r CNC RETE RUBBLE -L �L I - - r �y �1�f MLLW �,� - 2 -. WIDE CHUNKS) - .'� r �8. � � r 'MLW) _ � �' - - i WALE - _ _ _ _ _ +1.6'(NAVD88) E,,. GROUND � -.�- EX. STEL SHEET _ .— � >, PILE +0.65' (NcvD29) -a � _� �. . 9EGRADECt L. �ICR� TE MLW DATUM SHIFT CHART r RrEs ,HALL 0 o ' (MLW) BETWEEN SHEETS ( r � - - - - - T. rP-r, Ex O FAILED - - � . +4.4' (MHW) - �__ �,_� INA LL' ---- -- _ - Sl IEEr PILE WALL I -- --- --- - 12"o TIMBER PILE EXISTING ( Y TIEBACI<.' T I . Br � Ex.y' �'E' AL;Er; 1f.ily°i-.tr�G ( i Y�✓f w 1V -SHEETS ANCHOR +1.6 (NAVD88) -- — — —+0.65' (NGVD29) 0.0' (MLW) I EX. GRADE EXISTING DREDGE TFMPLATE EX. GRALDE TO - 14.2" ML W� � -- - �_- 2 ALLOWABLE OVERDREDGE TO - 16.2' MLLW (-- 16' MLVV), SECTION SECTION "D " E SCALE. 1 "-4, SCALE: 1"=4' TOP OF 12"o FENDER -, PILE EL. + I 1.5'± ti. TDP TIMBER WALE \ y � TDP EL. +8.5± EXISTING 1-4' \L / BOULDERS E.X. SHEET PILE. EL_ +8.--)± - _e SOF NE 0 +4.4' (&f HW) Lu - EX. STEEL WALE � 045 EX. SANDY FILLJ r��tiQ +7.6' (NAVD88) v Ex. DEGRADED GRAPHIC SCALE — — — — .- — — — — +0.65' NGVD29 ' 1 p 2 4 8 16 CONCRETE0.0 (MLW) BETWEEN SHEETS ( IN FEET ) s 1 inch 4 t� _ EX. OLD FAILED r� SHEET FILE WALL I PROJECT: ORIENT HARBOR JETTY AND BULKHEAD cUErrr: WTSI 40550 ROUTE 25 ORIENT POINT, NY 11957 c e _.� r I CLE ENGINEERING., INC. .= 15 Creek Road, Marion, MA 02738 (508) 748—093 7 „ SECTION A SECTIONS: EXISTING SCALE. 1"-4' SITE PLAN SHEET 3 OF 9 - - - _.____ SCALE: AS NOTED ICHECKED DATE 4116 13 DRAWING No, 11127.000-ORIENT POI DRAWN BY: RCS MEC I BY: COMP. 11127.100 REWfSION No. DATE ------ _ ._.._ COMMENT._.. -- - ------- - -- --- STEEL CATWALK FOR PROPOSED 12 TIMBER PILE REPLACEMENT TIE RODS NAV LIGHT ACCESS LUSTER WITH NAV BEACON REBUILT SHEET PILE 11'-4' PANELS BULKHEAD TOP EL +'- 0.0 PROFILE DESIGN SHEET PILE 55'f WAVE WAVE BREAK TYP 11'-4' HZ 14-770 HP12x53 INTERIOR TYP FRAME HP14x117 i PANEL (TYP PILE) r it It :o SHEET PILE WAVE BREAK CORNER TIE-BACK To O O „ » O ELEV B `� O 00 +4.4' MHVV H PILE WAVE ENERGY TYP TIE-BACK ATTENUATOR +1.6' NAVD88) " " 5 ea HP12x5 ELEV A HP12x53 +O.fiS' NGVD2� — — -- --- --- VERT IN PAN:-"L TYP FRAME 4x117 TIMBER 4..4... .ML� ......... .... ...._. ..... .... I ..-. ....... ... . & FRAME TYP PILE) PILE CLUSTER i "C" REMAINS bE 11'-9' OF EXISTING BULKHEAD 47'-0' HP41x117 PILE BOTTOM OF FRAME SUPPORTS FOR WAVE ATTENUA ELEV -4.0 \ EXISTING GRADE i`� j REBUILT SHEET PILE BULKHEAD AZ28 700 7/7777�/ rl --- 7 TIMBER PILE CLUSTER - - - - - - - 600ELEVATION A H PILE WA ENERGY ATTENUATOR— VEPLAN VIEW BREAKWATER EXTENSION SCALE i" = 5' SCALE i" = 5' { STEEL CATWALK FOR PROPOSED 12 1fIMBER PILE REPLACEMENT TIE RODS NAV LIGHT ACCESS CLUSTER WITH i4AV BEACON REBUILT SHEET PILE 11'-4' PANELS BULKHEAD TOP EL + 0.0 i PROFILE DESIGN - - - - _ - - -- - - SHEET !PILE WAVE WAVE BREAK I +4.4' MHW +1.6' (NAVD88 +D.65' (NGVD29� - .- T(_ - _ ...... . ......... 010... M.L1N ....... .... . REMAINS OF EXISTING BULKHEAD PROJECT: ORIENT HARBOR JETTY & BULKHEAD REPAIR NEVy Yp � pS(3.p�•Q�e c a CLIENT: PLUM ISLAND ANIMAL DISEASE CENTER PLUM ISLAND, NY � '� BOTTOM (0F FRAME 504SI ti� EXISTING GRADE FOR WAVE BREAK ELEV -110.0 Es c e CLE ENGINEERING, INC. 15 Creek Road, Marion, MA 02738 (508) 748-0937 HP41x117 PILE SUPPORTS SECTIONS: PROPOSED SITE PLAN SHEET 4 OF 9 - — - - - - - - - --- -- -- - ---- - - - - - SCALE: NOTED NG No. 11127.000—ORIENT POINT CHECKED TE 4 16 13 DRAWING ELEVATION " — SHEET PILE WAVE BREAK DRAWN 8Y.• JDR BY: COMP,CODE 11127.100 B �• DATE COMMENT -_-- ------ --=— ^- ——___ -____.- . ._...._ __ ---- - ------------ -------- --- __ ------- - SCALE 1" = 5' ----- --- ----- - I Y8' GALV STEEL GRATING ' L 4x4x�` STEEL STRINGERS W5x19 STEEL BEAMS 1 �6' X HEAVY STEEL PIPE RAIL 4' STEEL PIPE LEGS HP14x117 STEEL BRACES %' STEEL PLATE CAP AT EACH PILE TOP OF CAP ELEV +10.0 AZ-28-700 STEEL SHEET PILES PROPOSED FINAL GRADE +9± TOP ELEV +10 MLW A 690 STEEL, EPDXY COATED C 15x50 STEEL CAP CHANNEL 12' TREATED TIMBER STEEL WAVE CREST PILES @ 10' C-C �4 DEFLECTORS (BOTH SIDES) \✓r\\/\\/\\//\\/.�1 /�\�\��\\/�\\�/�\�/�\\/�\�/�\�� x ll\<<< EXISTING GRADE AZ 14-770 STEEL (VARIES BY LOCATION) SHEET PILE FILLERS FOR WAVE BREAK PANELS +4.4' MHW (2) C12x30 #14 1:1'4' 75 KSI STEEL TIE BACK RODS @ 10' C-C +1.6' (NAVD88) 12x12 TIMBER BLOCKING TIE BACK C/L TIE-BACK +6.0 _ BETWEEN PILES — _CHANNELS . — — _ — __ — — — — — — — — _ 7.7 — — — — +0_65' (NGVD� — ............................I-.. . ...... ................ ..0,O... MLS............... � 12x12 TIMBER BLACKING DESIGN WAVE (CONTIN) (REF MHWS) REMAINS OF EXISTING BULKHEAD/ BREAKWATER ��\\��,�\\��\\��\�Z�\`�Z�\\/ TO BE RECONSTRUCTED v� 2 t SPACE BETWEEN EXISTING HP 12x53 STEEL X-BRACE \ w w AT EACH PILE EXISTING GRADE X ¢ z BULKHEAD & REPLACEMENT < W w +4.4' (MHW) <VARIES BY LOCATION) �cqLd _jw IL > F- 2 M F- <E x a W W \\`�\\ L,— ¢W w o- A J Y I I +1.6' (NAVD88)CL 10 Ln W CqCq X N �— +0.65' (NGVD2 .............. ........................... .............................. ...... = ... w Dc .... ..... . .............................................0.0....(MLW)....... ........ ¢ ,=o F- c3 BOTTOM OF WAVE HP 12x53 STEEL PANEL ENERGY ATTENUATOR FRAMING ELEV —4.0 SECTION " D" TYP DETAILS OF PROPOSED FILLED BREAKWATER REPAIRS SCALE 1" = 5'-0" j 5'-0' HP-14x117 STEEL H PILE SUPPORTS, 60' LONG BOTTOM OF WAVE BREAK -10 MLW 1STEEL CAP TO BE REPAIRED PROPOSED COASTAL MITIGATION AREA AND RE-SECURED AS NEEDED EL +8 - _ r PROPOSED SPLASH PAD - - 1-2 TON STONE 4 Ne +4.4' (MHW) �q� pS G.aF0¢'1~ REPLACE cr w EXISTING TIEBACK PROPOSED +1.6 (NAVD88) a ANCHORS STEEL WALE AS NEEDED — +0.65' (NGVD29) s 50451 PROPOSED 4' LAYER OF 0.0' (MLW) r- 4-6" FILTER STONE PROPOSED 5' LAYER OF 6-8 TON EXISTING GRADE STONE (VARIES) EX. OLD TIMBER SHEET-PILE WALL REVETMENTE TO BE REMOVED/CUT 3-4 LAYER OF 1.5 TON ROCK PROJECT: ORIENT HARBOR JETTY & BULKHEAD REPAIR �j;�/r; r ,� rr K\\ r ,� � � � !, r �r\j % � _- ___ =\/ f \ �, ��� \� \�` \ _.;:_a _ — — ANT: PLUM ISLAND ANIMAL DISEASE CENTER r EX. GRADE PLUM ISLAND, NY X" 12" LAYER OF TO BE EXCAVATED 4-6" FILTER STONE FOR REVETMENT W/ FILTER FABRIC - - - 13.5 SECTION " C" TYP DETAILS OF PROPOSED BREAKWATER EXT c r SCALE 1/2" = 1'-0" - - - - - - - SECTION E" TYP DETAILS OF PROPOSED BULKHEAD REPAIR CLE ENGINEERING, INC. SCALE 1"=4'-0" 15 Creek Road, Marron, MA 02738 (508) 748-0937 SECTIONS: PROPOSED SITE PLAN SHEET 5 OF 9 SCALE. NOTED CHECKED I DATE 4116113 DRAWING No. 11127.000-ORIENT POINT DRAWN BY. JDR BY. COMP.CODE 11127.100 REVISION No. j DATE COMMENT