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Home My WebLink AboutTR-8314 James F. King, President gpfFO( Town Hall, 53095 Main Rd. Bob Ghosio, Jr., Vice-President cOPy P.O. Box 1179 Dave Bergen d°+ Southold, NY 11971 W John Bredemeyer p1. Telephone (631) 765-1892 Michael J. Domino 1 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 Pre-construction, hay bale line 1 u day of construction Y2 constructed Project complete, compliance inspection BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK i PERMIT NO. 8314 & 8314C DATE: OCTOBER 16.2013 ISSUED TO: CLEAVES POINT CLUB & MARINA. INC. PROPERTY ADDRESS: 2820 SHIPYARD LANE, EAST MARION SCTM# 38-7-15 I AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 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 October 16, 2013, and in consideration of application fee in the sum of $500.00 paid by En-Consultants 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 construct in the westerly portion of property situated between existing rock revetment and dock, and landward of spring high water/tidal wetlands a +/-23' x +/-276' reinforced dune consisting of approximately 276 linear feet of 1-2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade), covered with approximately 489 cubic yards of sand fill including +/-389 cubic yards on-site excavated material derived from armor stone installation and +/-100 cubic yards sandy fill to be trucked in from an approved upland source; and to be vegetated with beach grass and native shrubs; along easterly property line and landward of C.E.H.A. boundary, construct a +/-9' wide x 197' long x +/-1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 15, 2013, and stamped approved on October 16, 2013. 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. Ix, y~yol * Sao' • TERMS AND CONDITIONS The Permittee, Cleaves Point Club & Marina Inc residing at 2820 Shipyard Lane East Marion. New York 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. James F. King, President ~q so Town Hall Annex Bob Ghosio, Jr., Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G Michael J. Domino Telephone (631) 765-1892 ~yC,o Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #8314C ApplicantlAgent: En-Consultants Permittee: Cleaves Point Club & Marina, Inc. SCTM#: 38-7-15 Project Location: 2820 Shipyard Lane, East Marion Date of Resolution/Issuance: October 16, 2013 Date of Expiration: October 16, 2015 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To construct in the westerly portion of property situated between existing rock revetment and dock, and landward of spring high water/tidal wetlands a +/-23'x +/-276' reinforced dune consisting of approximately 276 linear feet of 1-2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade), covered with approximately 489 cubic yards of sand fill including +/-389 cubic yards on-site excavated material derived from armor stone installation and +/-100 cubic yards sandy fill to be trucked in from an approved upland source; and to be vegetated with beach grass and native shrubs; along easterly property line and landward of C.E.H.A. boundary, construct a +/-g' wide x +/-197' long x +/-1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 15, 2013, and stamped approved on October 16, 2013. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: XX A maintenance agreement is attached hereto and is a necessary special condition of this permit. 07 BY: James F. King, President Board of Trustees • • James F. King, President q SOUryo Town Hall Annex Bob Ghosio, Jr., Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer p ` 2. • ,~O Telephone (631) 765-1892 Michael J. Domino D Fax(631)765-6641 ?xrrr~ct BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We) Cleaves Point Club & Marina Inc. The owners of record of property at: 2820 Shipyard Lane, East Marion, New York SCTM#: 1000-38-7-15 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: to construct in the westerly portion of property situated between existing rock revetment and dock, and landward of spring high water/tidal wetlands a +/-23' x +/-276' reinforced dune consisting of approximately 276 linear feet of 1-2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade) covered with approximately 489 cubic yards of sand fill including +/-389 cubic yards on-site excavated material derived from armor stone installation and +/-100 cubic yards sandy fill to be trucked in from an approved upland source: and to be vegetated with beach grass and native shrubs, as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. CL ~7CLT ILENE H. BARSHAY fN~ 1'Orr NOTARY F,Bl - IC, Slate of New York tlllf)~I~ No. 02 BA494073 ualified in NasSRU County t Q Commission Expires July 18, 20 L Notarized signature of owner of record ~ s Notary Public This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. James F. King, President O~~QF so~Tyol Town Hall Annex Bob Ghosio, Jr., Vice-President Q 54375 Main Road P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G Q Michael J. Domino '~0 • COU~ Telephone 765-1592 Fax (631) 1) 76 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 16, 2013 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: CLEAVES POINT CLUB & MARINA, INC. 2820 SHIPYARD LANE, EAST MARION SCTM# 38-7-15 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 16, 2013 regarding the above matter: WHEREAS, En-Consultants on behalf of CLEAVES POINT CLUB & MARINA, INC. 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 September 20, 2013, 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 October 16, 2013, at which time all interested persons were given an opportunity to be heard, and, z • • 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 CLEAVES POINT CLUB & MARINA, INC. to construct in the westerly portion of property situated between existing rock revetment and dock, and landward of spring high water/tidal wetlands a 23' x +/-276' reinforced dune consisting of approximately 276 linear feet of 1-2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade), covered with approximately 489 cubic yards of sand fill including +/-389 cubic yards on-site excavated material derived from armor stone installation and +/-100 cubic yards sandy fill to be trucked in from an approved upland source; and to be vegetated with beach grass and native shrubs; along easterly property line and landward of C.E.H.A. boundary, construct a +/-9' wide x +/-197' long x +/-1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 15, 2013, and stamped approved on October 16, 2013. 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, C;?'.~5r James F. King President, Board of Trustees 0 • ~gpFFfl( fc Town Hall Annex James F. King, President 54375 Route 25, P.O. Box 1179 Bob Ghosio, Jr., Vice-President Southold, NY 11971 Dave Bergen John Bredemeyer Telephone (631) 765-1892 Fax (631) 765-6641 Michael J. Domino BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD To: C?~ Cnnsui~-Ar'1-~''s -fir CIe~11P s I~il1~ Ic,~+A~~rlnanc• Please be advised that your application dated Q Zo l3 3 has beend reviewed by this Board at the regular meeting of your application has been approved pending the completion of he ollowing items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) % Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ BY: James F. King, President Board of Trustees • i My name is Susan Rackett-Rossetti. I grew up on Shipyard Lane, in East Marion, in the house where my parents have lived for 63 years, and I currently live once again on Shipyard Lane. When I was little, the beach at the end of the road was a big beautiful sandy beach that extended out more than 500 yards from where the current beach is. In addition, there was also a wide area of beach grass between the end of the road and the sand of the beach, and the road itself extended out far beyond where it currently ends. After the old oyster plant put up bulkheads in the early 1940's, the beach began to erode, until there was nothing left except a narrow strip of stones and rocks. The oyster plant closed in 1986, and since then the bulkheads have deteriorated enough to allow the natural flow of sand along the beach to return. As a result, the beach has begun to rebuild itself. I have copies of several photos attached, taken 21 to 27 years ago, and another taken recently, illustrating the state of the beach. I also have several comments: • The Public Notice that was posted only contained information about work to be done between the west end of the existing rock revetment, and the dock. I do not have an objection to that. • I do object, however, to the other part of the project that was only noted on file in the Trustee's Office. This concerns rebuilding of the existing rock revetment. This was not posted as a Public Notice. t O CT 1 6 9 1' -I 0 The end of Shipyard Lane is a public beach. I am concerned that the height of the proposed rocks at the end of the road will restrict access to the beach for anyone who is not agile, such as seniors. And, why are two different types of remedies proposed for each of these two sections? The area between the existing rocks and the dock propose a berm, with plantings of native grasses and shrubs. The non-posted proposal regarding rebuilding of the existing rocks only talks about the rocks being built up higher. - _ t D 2: LCT s 2, ,J Soo haia Board Trust( r x ~a l 1 ~ _ _ r r a~ _.a.-.e., ~ , - - - ~ , - - i,. s I S: F - N" iy I - PYni'. S ' r C7 r ~ ~3 ~ ~~tt v s r A~., ups i_ f :rt Y l~ 31. R _ _ .tau '•l 7r I ~•Y - r3,r Yr. i Y q ~ y L • Page 1 of 7 J. Kent 2195 Shipyard Lane, East Marion NY 11939 Phone: 1(631)477-6118 ll?nl5j Email: jkemail.pobox@gmail.com OCT 1 5 2013 October 15, 2013. Suathodiown' Subject: Proposed "Coastal Erosion Permit" for Cleaves Point Club and Marina Inc. To Whom It May Concern! 1. The Cleaves Point Club and Marina Inc. is requesting a "Coastal Erosion Permit." A notice of hearing was posted on 10/08/2013 by the entrance to the condominium complex as well as a copy of a notice was provided by Board of Trustees. Both notices are requesting a Coastal Erosion Permit for a construction situated: "...between existing rock revetment and dock, and landward...... (please see attached copies of both notices) I do not object to: "Construction in the westerly portion situated between existing rock revetment and dock.... 2. However, there appear additional request that is not explained by both notices mentioned above. There is a following statement that can be found on "A Partial Site Plan - Area of Work". It states the following: AREA OF HORK. RE-ESTABLISH TOP OF FXISTING REVETMENT TO EL 4 4' R THE P I RM APPROX. ±10 GU.Y05 OF PROP05EO 40-50 LB GORE STONE 5HALL BE PLACER OVER THE EX15TING REVETMENT 5TONE. PERIODIGLY, THE REVETMENT MILL BE INSPEGTED AND IF NEGE55ARY REWUR151-ED WITH STONE TO MAINTAIN THE TOP OF REVETMENT AT EL. 4.4'. • • Page 2 of 7 This additional plan proposal should not and cannot be permitted due to the fact that no appropriate information has been provided in acceptable due time for fair public review and project evaluation. Both notices, available for public review, do not mention this additional work, concerning re-establishing revetment. There are issues concerning this proposal: ¦ Public is not appropriately informed about this proposed major public beach re- construction. ¦ There is no beach errosion in the area proposed on the "Partial Site Plan - Area of Work" (see attached photos). ¦ This type of approach (revetment) would destabilize natural approaches to hydrological and ecological balance. ¦ There are other options that are environment friendly than re-establishing 4.4` revetment (see attached report: NATURAL SHORELINE STABILZATION)_ ¦ This public beach, as small as is, is recognized as a scenic site. ¦ Senior citizens, handicapped and children would be unable to access this public beach, because of revetment. ¦ Loss of public beach rights. Let it be on the record that I do object to this proposed additional work, found on "A Partial Site Plan - Area of Work", which states: "RE-ESTABLISHING TOP OF EXISTING REVETMENT TO EL 4.4 (please see attached copy of a PARTIAL SITE PLAN - AREA OF WORK) I am objecting to it for the reasons mentioned above. Yours truly, J Kent Incl. For further information, please see attachments. ¦ NATURAL SHORELINE STABILIZATION Report ¦ Current beach photos ¦ Copies of notices ¦ Copy of a PARTIAL SITE PLAN - AREA OF WORK • • Page 3 of 7 NATURAL SHORELINE STABILZATION (NATURAL SHORELINE STABILZATION AND OTHER OPTIONS RATHERTHAN RE-ESTABLISHING 4.4' REVETMENT) The public beach, located on Gardiners Bay, at the end of Shipyard Lane and adjacent to the Cleaves Point Condominium Complex, is a small beach used by general public as well as it is recognized as a scenic site. However, it appears that there is a proposal to re- establish revetment on this beach for the purpose of limiting storm drainage volume from the Cleaves Point Condominium Complex. Re-establishing 4.4` revetment for the purpose of limiting storm drainage volume, would only destabilize natural approaches to hydrological and ecological balance. This beach is not erodins. On the contrary, this beach is recovering through natural process (see attached photos). Placing revetment (loose rocks or stones) would only destabilize the shoreline condition and trigger erosion. It is recognized by DEC that these types of structures (e.g. rip rap - loose rocks and stones) reflect wave energy rather than absorb it, thereby worsening turbulence and increasing erosion. Perhaps other methods, soft methods recommended by DEC, should be explored in order to prevent erosion and improve drainage of excess water. For example, planting native, deep-rooting vegetation or planting the trees and shrubs along the shoreline. The condominium grounds are not level. On the contrary, the grounds along the shoreline are sloping downward-inward, creating basin. This area is usually flooded. Leveling these grounds and using soft methods recommended by DEC would be environment friendly approach, improve drainage and stabilize the shoreline. All these methods should be explored rather than using revetment method. This small beach is an important part of our community, preserving it should be our priority. Residents of East Marion, whether senior citizens, handicapped or children, are using this public beach. This beach is recognized as a scenic site as well. This proposed re-established 4.4` reventment would deny access to the beach and exclude the rest of the community from their beach rights. There is no beach errosion. However, implementation of the 4.4` revetment would only destabilize natural approaches to hydrological and ecological balance and trigger erosion. This would be man-made erosion. J. Kent i ~ . A L a y t r r 5/° ~ rt.} r O O R f I x 4w 0 Page 5 of 7 DISPLAYED NOTICE-CLEAVES POINT CONDOMINIUMS A Wetland Permit and a Coastal Emsion p" construct in the westerly portion of prq*gy SUbetween existing rock revetment and dam, of t o spring high water/tidal wetlands a +1.23'x +1-276' reinforced dune consisting of approximately 276 knw feet of 1 -2 ton armor stone over core stone " rid filter cloth (partially excavated below existing b grade), covered with approximately 489 cu k yam of sand fill including +089 cubic yards on-site exaw material derived from armor stone instal W NOTICE IS HEREBY GIVEN that a public hearing will be held by the SpUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Rood, +hold, New York, concerning this property. A Wetland Permit and a Coastal EMWJ)er•nRto construct in the westerly portion of pmwty s . RECORD. between existing rock revetment and i` to :w,, OWNER(S) O of spring high waterltidat wetlands a ti-23'x +;-2Tg F reinforced dune consisting of appro**ely 216 kw j nT G1 I Vl~ / }~1 Ott 1i 0 C • feet of 1 2 ton armor stone over core st +e r,p rec rt . C I eaves filter cloth (partially excavated below exisEing beech grade), covered with approximately 469 ctob;c W" +1-389 armidstyards on•si6ce SUBJECT OF PUBLIC HEARING: sand fill including M material derived from armor stone irstaAd4uFi ax , I y fal to be trucked in from an approved upland source; and to be vegetated with beach grass and native shrubs, along eeeirly rte,!me anc!ardward of C EE.A. boundary, construct a +1-9' wide x +1-197' long x +1-1' high earthen berm consisting of apprnxmeter, u :,•-s !o; soi!; and install 8' diameter x 3' deep infiltration basin west of the +1-12' wide portion of berm. TIME & DATE OF PUBLIC HEARING: . bey 7o13 - od GJ6nesda -c;iir obov+ S. ?(A y If you have an interest in this project, you are invited to view the Town WeW which are available for inspection rior to the day of the hearing during normal business da s between the hours of~8 a.m and .m. i Page 6 of 7 NOTICE PROVIDED BY BOARD OF TRUSTEES 17. En-Consultants on behalf of CLEAVES POINT CLUB AND MARINA, INC. requests a Wetland Permit and a Coastal Erosion Permit to construct in the westerly portion of property situated between existing rock revetment and dock, and landward of spring high water/tidal wetlands a +/-23' x +/-276' reinforced dune consisting of approximately 276 linear feet of 1-2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade), covered with approximately 489 cubic yards of sand fill including +/-389 cubic yards on-site excavated material derived from armor stone installation and +/-100 cubic yards sandy fill to be trucked in from an approved upland source; and to be vegetated with beach grass and native shrubs; along easterly property line and landward of C.E. H.A. boundary, construct a +/-9' wide x +/-197' long x +/-1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm. Located: 2820 Shipyard Lane, East Marion. SCTM# 38-7-15 Page 7 of 7 EX. 6UARO RAIL TO REMAIN 3_p EX. BULKHEAD W TO REMAIN i 4_4 O s ~O W /4a D EXI571N9 STONE REVETMENT 70 BE REYlORKED aa64 (TENS DW6) 3 I a AREA OF WORK x a / RE-ESTABLISH TOP OF 15TIN5 REVETMENT TO EL.4.4' FOR THE R.FFO5E5 OF LIMITIN6 STORM Nd 6E VO WE x a APPROX. !10 GU.YDS OF PROPOSED 40-50 LB GORE STONE pa §Q SHALL BE PLACED OVER THE EXISTING REVETMENT STONE. PERIODICLY, THE REVETMENT WILL BE INSPECTED AND IF NECESSARY REWW15IfD WITH STONE TO MAINTAIN THE TOP 4 p OF REVETMENT AT EL. 4.4'. LLpiL~: I_T h QP~v T T 9 N_PARTIAL SITE PLAN - AREA OF P40RK Z z° 073453 P~ aq NOTES: re 1. ELEVATIONS ARE REFERENCED TO NAND. 1988 DATUM D E V E I V D EXISTING ELEVATIONS ARE SHOWN Tf%..aQ 9 _ yy p1 41 F I OCT - 7 2013 I1a µ MENT 0 EL 3.7' PROPOSED 40RTHEAST CORNER OF I W Q i0' SOUTHY,EST ALON6 (h z W O APPROX. W CU.YDS OF PROPOSED 40-50 LB GORE STONE SHALL 13E PLACED OVER THE EXISTING REVETMENT STONE RE-ESTABLI51-IIN6 THE TOP OF REVETMENT 0 EL. 4.4'. = ON A PERIODIC BASIS, THE REVETMENT SHALL BE LL _m INSPECTED AND IF NECESSARY REW LR15HED WITH STONE _ TO. REVETMENT o E1 TO MAINTAIN THE TOP OF REVETMENT AT EL. 4.4'. ~i~777SSS . aa' x0 R _ / !O JIM. 22) E'fMENT J EL 4.0' 5PRIN6 HI6N1 WATER MARK 0.1 ~~~~~~flflfl 7 REMAIN " PACE: !Y T T -d - 1 I/ 111 rot Y 11 if r y i 11 + Est, 7XV 777 r .i y t, ' C cc~ V1 lip. Ilk 14 co O + R ROW, r r y l~ r ~f e ~IFi ~F ~I t ' c s - ' I M`4 16* W O mg- y t Q7 H . 'a CL V4 '4~ 10 gpFFO(,~ lames F. King, President P.O. Box 1179 Bob Ghosio, jr.. Vice-President Southold, NY 11971 Dave Bergen oy Telephone 1631 765-1892 John Bredemeyer Fax (631) 765-6641 Michael Domino ap yyol ~ aaor Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: 4 M En-Consultants on behalf of CLEAVES POINT CLUB AND MARINA, INC. requests a Wetland Permit and a Coastal Erosion Permit to construct in the westerly portion of property situated between existing rock revetment and dock, and landward of spring high water/tidal wetlands a +/-23'x+/-276' reinforced dune consisting of approximately 276 linear feet of 1-2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade), and covered with approximately 489 cubic yards of sand fill including +/-389 cubic yards on-site excavated material derived from armor stone installation and +1-100 cubic yards sandy fill to be trucked in from an approved upland source; and to be vegetated with beach grass and native shrubs; along easterly property line and landward of C.E.H.A. boundary, construct a +/-9' x +/-197' long x +/-1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm. Located: 2820 Shipyard Lane, East Marion. SCTM# 38-7-15 Type area to be impacted: _ altwater Wetland -Freshwater Wetland -Sound -Bay Distance of proposed work to edge of wetland P'a cf Town C de proposed work falls under: _Chapt.275 _Chapt. 111 -other Type of Application: Wetland Coastal Erosion Amendment _Administrative_Emergency Pre-Submission Violation Info needed: Modifications: Conditions: &D, ~F 4el!j )CC;/ alvn> C/('t&-~ z J Ile c~ yai Cvr ~_irCl Pint Were: King B. Ghosio D. Bergen, J. Bredemeyer Michael Domino D. Dzenkowski other Form filled 9j4 in the field by Mailed/Faxed to: Date: ,S Board Of Southold Town Trustees SOOp UTHOLD, NEW YORK DATE: 2006 ?..q June 21 r._ PERMIT NO.... b-3. . CLEAVES POINT CONDOM INIUMS........._._ ISSUED TO ..__n... • ,~utt~nr~~at~~ri _ . Pursuant to the provisions of Chapter 615 of the Laws of the. State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Toin Ordinance en- ti led "REGULATING AND THE -PLACING., OF.OBSTRUCMNS IN AND ON TOWN WATERS AND PUBLIC LANDS and tote REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS- M LANDS .UNDER TOWN WATERS;?.'. and in accordance wi the Resolution of The Board adopted at a meeting held on . June.. 2I_.-.. 2006: and in consideration of the sum of $SU0,00.......... paid by Cleaves Point Condomin... B Of .East._MaF1Rn....... . N. Y. and, subject to the Terms and Conditions Usted on the reverse side hereof, of Southold Town Trustees authorizes and permits the fo8owing: wesand Permit to place 200+-CU YDS of dean µpht-textured sandy oil to create recommended feature USDA-NR 120~ 10 and 75•- wide, to be planted wan native species and such other vegetation in the and annotated and W-12' wide for erosion control and as as +plaePl~plan the dated /06 and plan S01 prepared by Sea install Lea rock vel reMapping vetment 6/21105. depicted all in accordance with the detailed specifications as presented in the originating apprication. IN WITNESS WHEREOF. The said Board of Trustees hxe- by causes its Corporate Seal to be affixed, and these presents to 6 subscribed by s majority of ftio said Board.as of this data. TERMS and CONDnX" Cleaves Point Condominiums cda(dingAt East. Marion tQ Yy.at' ftam. of the ooa &mdoa for tie i(nhaace of the Pettnk does updmt" athd praalbe to the fol= t. Thu the aid ,hoard of Ttuaem and the Town of Sopdmid am telaaed from arty trod n8 damages, a dalme for dwaages, of ayia adalog. dkectiy pe leditedly as a asmk of my open- atba pedotmod .,putwam':'ga.~is• peo0.dl..~_~~ idd 1 .!.f. oe fier wwn aepenle. , defend any sad all mch saits'btkhieod fiy third patties, and the aid fiem,801ea assuages toll ILbftlq . wide seipect dtaeto, pp-dOO*. aaptcte erdudon of ft 804 of Traftes of the Tom of Somtbgld. L Thu dhh Pewolc Is aalld for a WW of 24 sass, wbkh, is d7ptfilatod to be else' , e[dmeted dame'sequited to oamplete the wodc involved, bmt'Aw dd doomwatm waonmt, te9dw for an emasion may be made to the board at a trtce dWei S. Tbu Ibis Permit should be reudued lodefialeely, of as long as the am pandetee vd" to malutda the strucu a or peglect involved, to provide eddence to anyone mncemed that amh- Mmoon was odginaLLy obtained. t. That the work htvolved will be subject to the iatpecdon and opptoval of dte Boatd or toe ageots, and non-aompliaoce with the ptovisioat of the odglnadag epplitadoa, may be cm a [or met don of this Peewit by «sokfioa of the said Bond. 3. Thu there will be no uoteaux"le intedemoce with myigatlon, as a teaak of the wntk hetda ttathodaed. 6. That dhete dun be ah iowdereom with the d& of the phhblk to pan akd tr1 tdoa# the beach bane 610 and Sow wager croft . 7. That if fatere opaodom of rho Town of Southold sequiro tha removal Savor alandoas in the location of do mock betdn eathotbted, or K in the oplalm-oif4ba.Doud of Tmaoee& the. wad shall Anse unmasomble obsummm to (tee mavigadoo, do uU peamiteee wW be ngdmk "doe uodimi to remove of ekes this work or ptoject hecdn swW wimoat s=pasm to dm Town- a. That the Bald Dosed will be nodfkd by the Pmoltme a the wmpkdon,of tie wrote sate othed. 9. That do Pecmlme will obtain all other pemtim rod taaseom disc a q be tog" eap* pum=p p.dds peamk whkL moy -be ad4m to realm upttn fallow to abok same. e: - - - - - - - - - - - - - - - - - - - - - - - • • 0 0 James F. King, President oF souryo Town Hall Jill M. Doherty, Vice-President ,`O 6 53095 Route 25 Peggy A. Dickerson P.O. Box 1179 # Southold, New York 11971-0959 Dave Bergen John Holzapfel Telephone (631) 765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit #6384C Date: June 21, 2006 SCTM# 38-7-15 Name of Applicant/Agent: Proper-T Permit Services Name of Permittee: Cleaves Point Condominiums Address of Permittee: 2820 Shipyard Lane, East Marion Property Located: same DESCRIPTION OF ACTIVITY: Place 200+-CU YDS of clean light-textured sandy soil to create a dune-like feature 120+- long and 15+- wide, to be planted with native species and such other vegetation as recommended in the USDA-MRCS planting plan dated 6/21/06 and install a rock revetment 40+- long and 8'-12' wide for erosion control and all as depicted on the plan prepared by Sea Level Mapping and annotated 6/21/06. Permit to construct and complete project will expire two years from the date the permit is signed. SPECIAL CONDITIONS: (apply if marked) _XBluff restoration through a re-vegetation plan is a necessary speoW condition of This-permit. _ A relocation agreement is attached hereto and is a necessary special condition of this permit. _ A maintenance agreement is attached with application and is a necessary special condition of this permit. r 0 0 2 James F. King President, Board of Trustees JFK/hkc Topographic Map st „ CP condo ` APPROVED BY .e =021-06M7-15 S r~ BOARD OF TRUSTEES p Town: SmftW 71 TOWN OF SOUTHOLD Dahrn'.~WaW DATE (l1i Low p 7.2 Tide Rings 2.5+/- 6.3 7,9 - 901-1, P' 40' 616 8.0 81dy, 9 5.9 6B bA I 6.1 ZO 7.9 of 2kb 1 5.6 6.3 7.1 75 eW 5B 65 7A 75 7.7 7.7 ;S 73 y 1 5.6 .9 6.6 6.6 7.6 ...0 i 62 63 7.0 7.1 _dFQOO~ JUN 5.7 6.7 ~ 5 2 1 ,J I 5.4 PROPOSED PLACEMENT OF 200t cu YOS OF 6B 7A CLEAN UGHT-TEXTURED SANDY SOIL TO 6.6 65 f 5.6 CREATE A DUNE-LIKE FEATURE 129t LONG 65 6.6 6.7 79 _ --J 5.7 : AND 15'1 WIDE, TO BE PLANTED WITH NATIVE SPECIES AND SUCH OTHER VEGETATION AS 7A 6.5 6.1 - RECOMMENDED IN THE USDA-MRCS SUGGESTED 6A 4'PLAN7ING PLAN DATED 621N6. 6.3 6.4 62 6.3 6.1 III 5.1 5.7 6.4 51 5.5 w 6.4 6.4 65 THIS MAP, PREPARED BY SEA LEVEL MAPPING A 63 65 6A IS NOT, NOR IS IT INTENDED TO BE, A SURVEY 43 5.4 CA 63 61 AND WAS ANNOTATED BY JAMES E. FITZGERALD, JR. 42 6q ON 621/08. 5 4.0 1.9 ___-.____29 5.7 7 PROPOSED ROCK REVETMENT 6 5g 5.7 0.7 13 2 -__-_4B't LONG AND W-12'WIDE -0.47- Q7 P:4.___.6A 63 6.1 22-fa 6.4 6.7 1.0 ~ WM7-__ y 16 0A 2T'--,,R k 6.3 6.6 65 Od' -0.1 7.1 Reve XISTI 05 bnem ~7 Q -02 Oh 13 1.1 1A 0.7 Q/ -0.1 0.6 REVETMENT IGROCK 05 02 ____D.O__ ----0.1:' . ! $ CORPS OF ENODLEEdR DATA PROJECT PLAN 8 Q -0.3. ApplkeUm rq dk8 the propmly of SEA PURPOSE: Plero ckm amd fill for d= rrnpmuon Cl.,. Pokl Cwdm, SCTN now 38-7-IS LEVEL and hmmU rock revemmr for ermioo cmtroL Repexmed by am-792 Na PROPER-T PERMIT SERVICES .92198e P.0.9mI5s1 OATUM:MLW P.O.Box617, khkgo 11935 PMtROBEN1'11801 W: Gudi Say AT: EM NNOe lames E. Fe:am.14 Jr. 631-7345900 N,E H FOJ! COUNTY: S u1TOm STATE: New Yak Jmse 21.2ab NYB RSI9IW a"~s / ~9q \ I 0 i wowu ~ma s emu.."o rr " "w u< wawa c I min ~ < I ° _ ~ ~ ~ I9OfiS III i \\C~J Bldg 6 III 1' ~ afv wWiuarv uueaure• v 'v1 1 I 1 / / \ N ~ yl I~ I M1/!~~ ` tirm~'r!m•P~:" n~1~4a uu lul+n u~n~ .I/ ~ ./'f`1.urwaJ ~ ~ ~?1 au v. ~{/plau e. mil M•" u~" Q uanu uu ~rv.K ,w.w isyx.unlry[ , / ~ ~ = _ ¢ Gr ' ` ` ~ or ekr C GARDINERS BAY 51i SITE PLAN ~r . tr,-PO-D R'_SIDING DECKS 8 STAIRS REPLACEMENT AT ,LEAVE POINT VILLAGE CONDOMINIUM ASSOCIATION s u • a o me up.ery vm ?P7p_ C4'?YAFty I.ANE. FAST MARff NY T939 SCTM. 9IDO-38-)-12,8 838-A, 15 • James F. King, President Town Hall Annex Jill M. Doherty, Vice-President _ ,`O~ 54375 Main Road P.O. Box 1179 Peggy A. Dickerson # # Southold, New York 11971-0959 Dave Bergen Bob Ghosio, Jr. Telephone (631) 765.1692 -~IIIII~ Fax (631) 765.6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 3, 2009 Mr. Nigel Robert Williamson, Architect P.O. Box 1758 Southold, NY 11971 RE: CLEAVES POINT CONDOMINIUMS 2820 SHIPYARD LANE, EAST MARION SCTM# 38-7-15, 38.2.1-Bldgs. 3 & 4 & 38-7-14, 38.2-2-Bldgs. 5 & 6 Dear Mr. Williamson: The Southold Town Board of Trustees reviewed the site plan prepared by Nigel Robert Williamson, Architect, last dated March 18, 2009, and received on March 30, 2009, and determined that the replacement of the existing decks and stairs with new in equal dimensions on the buildings is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, James ~n ,"President 9 Board of Trustees JFK:eac Jill M. Doherty, Vice-President 54375 Main Road James F. King, President *~qeow'l - Town Hall Annex Peggy A. Dickerson i P.D. Box 1179 Dave Bergen Southold, New York 11971-0959 Bob Ghosio, Jr. Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD January 30, 2009 Nigel Robert Williamson, Architect P.O. Box 1758 Southold, NY 11971 RE: CLEAVES POINT CONDOMINIUMS 2820 SHIPYARD LANE, EAST MARION SCTUMS-7-15 & 38.2-1 - Bldgs. 1 & 2 Dear Mr. Williamson: The Southold Town Board of Trustees reviewed the plans prepared by Nigel Robert Williamson Architect dated January 12, 2009 and determined the proposed replacement of the existing stairs and decks with new decks and stairs of equal dimensions to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff and/or wetlands jurisdictional boundary, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary best management practices are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call Sincerel , Jam F. King, Preside Board of Trustees JFK:Ims ~Y l~~• o ~n:~iAaifY~iLWU '1. 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EXISTING BUILDING NOTE. lyt to W renUV d bo a b plywood su sLos" bshate . I A I 1 IS of Q , Sn..t Ioo0 - 3B.o1 _ FIRST FLOOR F'LAN I[BjU~S ~(~M~}7(~ 1 + 2 'i Z gl PROPOSED RE-SIDIN(, DECKS & STAIRS REPLACEMENT AT 1lV ~Jp~ CLEAVES POINT -/IU1GE CONDOMINIUF!. ASSOCIATION M2D HIPTPRO LANE 649 1 ARION NY 11939 •~u • is °^^'r :""'•v "1A° ss x.n n w+w. wiM EXISTING BUILDING NOTE: al exWe mdlE d b be re~a+cd to P,y mW.te. 41- t u Q 5 c o E = o 3 a SECOND FLOOF PLAN a PROPOSED ING DECK 8 STAIRS REPLACEMENT AT ~ UH THIN~I,v OU- S, 1 { 2 i CLEAVES POINT VILLI,GE CONDOMINIUM ASSOCIATION ~-2 t ZW SFPtORO L E. FAST KRON NY M9 a .c w . a an iY .y a I ra m nm i,rr a m MT -orp E7~ NORTHWEST ELEATION ® ® ®I SOUTHWES. ELEVATION - rs i ~ I L SOUTHEAST ELEVATION NOTE. NO TRIM TO WINDOWS & DOORS - CORNER BOARDS ONLY j nm ~ ua ® ~I 0] a L LJ I__L C NORTHEAST ELEVATION • e'~ YC?~SET) FS'0 NO DPC: S & STAIRS REPLACEMENT AT rl~ t_ R LDL' 1 2 zl4 yLEAVES POINT VILLAGE CONDOMINJM ASSOCIATION A-3 RXI SXPY030 L E E TI NY fl A a~u a Yaru~ m I - NOTE. All exsGng E ks, stairs 8 Wirxy b be rerm ed helve irstaWlan of new Berks. - J ~ I ~ y ....v,~~c •r .~L qY A.`.~ I ~ o1m Ali I xw> i9Wdi I 1 i a cXISTING 6J-DING NOTE AN exterorl ,,al b be re,w to aly.d substrate NOT rebcale lig* rixlures wmp by ow x it 1,1 ~y FII 9 L ^ I ov.. vv... -YI EIFiT ELCOR PLAN tt L - , .sy PROPOSED RE-SIDING DECKS 6 STAIRS REPLACEMENT AT z CLEAVES PRINT VILLA iE CONDOMINIUM ASSOCIATION D DDDHND 3 2@0 94 AFQ LANE. FAST M aOg W 11939 s a SNOW 1 - - i, NORTHEAST ELEVATION - - - NOTE. NO TRIM TO WINDOWS K DOORS - COPNFF BOARDS ONLY 'MLA SL~EWiE _ a - FF-F--]-F_.__ ® A A11 A ® ~A A IA,9A_ A_ H~I b..n' 1 n.at- a-kTHW 4 ELEIWTI .N _ - - - eaxrmp¢~• \ i ® 7 ® ® T _ ® ® '~7 alp E c , 12 cO 'HF4FT F VATION ;NOFTRWEST ELEVATION SIMILAR)1 PROPOSED RESCING CEC2 d STAIRS REP_ACEMENT AT r 'I CLEAVES POINT VILLAGE OONOMINIUM ASSDCATION ET Imo-' 1 LDD?a T ~N SxMNN ~f. WST 4sGIM Nv. n9J9 w.. a ai + a.a. m I ~ \ NOtE NI extercr mocks stmrs 8 Iootug b be ~ ""2 removed 2tore ~n5ollolim of rew mks. ~ n V hY I EXIS-1N, F, I CINN~ NQ-E_ NI pAl u .11.x: '0 Oe lelli[ U b p,.d 11W,... W t Mb a Iq"s. fixtures supliN byo w Y FF ~ c s.. 3 FIRST FLOCK PLAN PROPOSED RESIOINC,I)ECKS S STAIRS REPLACEMENT AT ~~D~,~ 1? 'Z CLEAVES POINT VILLAGG_ CONDOMINIUM ASSOCIATION 1~' ILDHNG 4 2" SNPYAfm LANE. EAST N HION NY 11939 r~is vv~ it rx+~..i ub~ a i 7T] ME In it NORTHEAST ELEVATION , /,away a Fp El El ? ? a~ a Ia ® d a e ® a I u 4- ii III <.w- l v.a. I - I nw 1 SOUTHWEST ELEWTgN .m e...... v. IE e A ? ? m ~.f.',:.`•S~S'! _ _ ~gC:~0.~mE..}~IG~i~', ill R Q Er ~I? ~lt3~i 4 z / SOUTIEAST ELEVATION - T FROPOSC-0 RESIDING DECKS d STAIRS REPLACEMENT AT y~1T I~ `T CLEAVES POINT VILLAGE CONDOMINIUM ASSOCIATION r ~~~~lly V +~yV M. Yid loaf b ~ 11 NN NI: G Al ealern dt ks, star d 4Mi ~ b x rc ed txtom mstallatiM of !pw decks v9 1 ~x ^ I I I EXISTIV, bUILLI x!L'E Alll Px!e u/ al , ff-Y.ve'J Ic Dlpn[ Ic _ I I G 1i 1L 0 Q ~ rebmk LgF15, livt~res v.~ylid I~ by vxner w vu + b ~ fir. a . LN b IL C 3 'z FIRST FLOOR PLAN PROPOSED RE-SIDING DECKS & STAIRS REPLACEMENT AT ~p '7 ~j ~~'}j JL~~ Z QL6.VES POINT VILLA iE CONDOMINIUM ASSOCIATION ~J A-112820 y1M MU Laf FAST NsRION NY 11939 au~c W'-rto an n .1.9 am+ NiM All is,N desks, stairs & Wm ngs b be mmovzc I betwe Irslalbtim of rnv cECks - i °`I`^zb Wes 4vo'w) ri w p.+a ml Ili uc. o-u: X S . x. I I EXISTING BJILDINV NQi All exlHcr metenoi b X 2rt'ave[I _ ~ m pp..as suM!mte I ''j I { a " mr xv£ - x 9 ? relcmlP Ig1R. flxl ppXDtl DY cwm ~~--d ~A E PROPOSED RE-SIDING DECKS d STAIRS REPLACEMENT AT T1 1219 CLEAVES POINT VILLA iE CONDOMINIUM ASSOCIATION LJ 1~ ~~v ~7j 6 M SM PYAFU I E. EAST M'RION NY 11939 scut %..I'4 m.rw + 9 NORTHSST EE. W)N m1 ° m NORTHWEST ELEVATIDN J EEO I ItE SOUTHWEST ELEVA7NN ¦ OEM 40 a SOUTHEAST ELENATIDN g R s PROPOSED RE-SIDING. DECKS dSTA1R5 REPLACEMENT AT E 'CLEAVES PONT VILLAGE CONDOMMNM ASSOCKTKN CLEAVES POINT CLU• D MARINA, INC., 2820 SIHPYARDANE, EAST MARION - - SEP 2..0 2013 a, ^r - s ' w AT "NOMMEM.- ~ - Figure 1. Looking east from landward end of dock along shoreline and location of proposed reinforced dune. a ~ 3a .rp rb r AL, /'1nitP'c i'_elimlJPg rt,-::i Jiro jt'e.sterly end of existing stone reveltnew along shoreline and location of proposed reinforced dune. CLEAVES POINT CLU OkND MARINA, INC., 2820 SHIPYARD LANE, EAST MARION - i¦ - L - - LLL ~Y u .air J Win--•r-~-~_. _ A~~[~1` `~.rr+ '~-mot _ -_'~F Figure 3. Looking northeastfrom dock and Gardiner's BaY at location ofproposed reinforced dune. - !LW -~"~"-ice=-- o .,n ..s.. ~ ,'r .a;-rt3~"rL ~--Ur ,rpm' _ dqr' Figure 4. /oolong nortb.lrom beach over pre vwuslp installed bio-lop and location of proposed reinforced dune toward condominium buildings. CLEAVES POINT CLL! 6 ,AND MARINA, INC., 2820 SHIPYAR • NE, EAST MARION jwlk, IMP- _ J1 1i 40 rl;zmw Figure S. Looking north from beach at easterly end of existing stone revetment toward end oj'Shipyard Lane and location of proposed earthern berm to he constructed along easterly property line. ~.f 1 -t7~ " ! 1j t , 4f j - ;l 3ki~•~ rw ~ ~ ? i Figure n. Looking uortirea,s:,9r,rr, .i., , P:,, (y wj)Y fa Laiw imswra,(m&m inium buildings and location of proposed earthern berm to be constructed along easterly property line. CLEAVES POINT CLUB .A ti D ~1. Id 1 1. I Y( 2820 SHIPYARD LANE EAST MA k i ~ 1N Nor s s 0 71 I'I • • R "may _ ' . _ r -_,h his"' -VII Nip Figure 7. Looking north along easter~y property line at location of proposed earthern berm to be constructed under tree canopy. 1 r, Figure 8. Looking southwest from Shipyard Lane toward location of proposed earthern berm to be constructed under tree canopy along easterly property line. ? % ate. e,~. a""' o ' A aax n. ~a S e ` P a i ? ? A ? P a.es~rM a I o ? q A a0 a ? S a f ? P q F ? t. iP5 n q : ? S. q ar a ~a ~ Se ~ 9e er a A q a ® ~ ( d r' o, 7 E4~. PO_B6 I COUHTVOFSUFFOLK © MW PeopMy TU $Mlm Agen o • • OFFICE LOCATION: OF snuryo MAILING ADDRESS: Town Hall Annex ti `p P.O. Box 1179 54375 State Route 25 * # Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 Q Telephone: 631 765-1938 i~ Fax: 631765-3136 OOUN i,ac~ LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM ~ - I OCT 1 5 2^13 t To: Jim King, President, Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: October 15, 2013 Re: LWRP Coastal Consistency Review for CLEAVES POINT CLUB AND MARINA, INC SCTM#1000-38-7-15 En-Consultants on behalf of CLEAVES POINT CLUB AND MARINA, INC. requests a Wetland Permit and a Coastal Erosion Permit to construct in the westerly portion of property situated between existing rock revetment and dock, and landward of spring high water/tidal wetlands a +/-23' x +/-276' reinforced dune consisting of approximately 276 linear feet of 1-2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade), covered with approximately 489 cubic yards of sand fill including +/-389 cubic yards on-site excavated material derived from armor stone installation and +/-100 cubic yards sandy fill to be trucked in from an approved upland source; and to be vegetated with beach grass and native shrubs; along easterly property line and landward of C.E.H.A. boundary, construct a +/-9' wide x +/-197' long x +/-1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm. Located: 2820 Shipyard Lane, East Marion. SCTM# 38-7-15 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 actions are CONSISTENT with the LWRP. 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 • ~~~gpFFO(~.~ • ti Peter Young, Chairman -J! Town Hall, 53095 Main Rd. Lauren Standish, Secretary T P.O. Box 1179 'F Southold. NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., October 9, 2013 the following recommendation was made: Moved by John Stein, seconded by Doug Hardy, it was RESOLVED to SUPPORT the application of CLEAVES POINT CLUB AND MARINA, INC. to construct a 23'X 276' reinforced dune consisting of approx. 276 If. of 1-2 ton armor stone over core stone rip-rap and filter cloth and covered with approx. 489 cy. of sand fill, including 389 cy. on site excavated material derived from armor stone installation, and 100 cy. sandy fill to be trucked in from an approved upland source and vegetated with beach grass and native shrubs. Construct a 9' wide X 197' long X 1' high earthen berm consisting of approx. 36 cy, of topsoil and install 8'X 3' infiltration basin west of the 12' wide portion of berm. Located: 2820 Shipyard Lane, East Marion. SCTM#38-7-15 Inspected by: William McDermott, Doug Hardy The CAC commends the applicant(s) on this project as it represents a very sound engineering plan. This method of erosion control is the format of the future for both residential and commercial properties. Vote of Council: Ayes: All Motion Carried -n EN-CONSULTANTS FELC T 7 2013 E J V E October 6, 2013 James King' ChairmanD - Board of Trustees Town of Southold P.O. Box 1179 aout~ a:c'w i tr ;rt, Southold, NY 11971 Board ` Re: Cleaves Point Club and Marina, Inc., 2820 Shipyard Lane, East Marion Dear Mr. King: We recently submitted an application on behalf of Cleaves Point Club and Marina, Inc. requesting permission from the Trustees to implement projects designed to address chronic erosion and drainage issues that were exacerbated during Hurricane Sandy last year. Since submission of the application, two additional features of the drainage plan were developed by Jeffrey Butler, the project engineer, which we would like to add to the project design. The first is the addition of two additional infiltration basins and the second is the addition of some stone to raise the top of the easterly portion of the existing rock revetment, which has slumped over the years such that the top elevation of that portion of structure has fallen between 6 and 12 inches lower than the rest of the structure. The design concept for the raising of the end of the revetment is depicted on the attached sketch, "SK-1," from Jeffrey Butler, which we wanted you to have in hand during your upcoming field inspections. If this plan addition is acceptable to the Board, we would submit a site plan revised accordingly to reflect this design and the two additional infiltration basins. Should you have any questions regarding any aspects of the project, please feel free to contact me at your convenience. Res fully yours, Robert E. Herrmann Coastal Management Specialist 1319 North Sea Road I Southampton. New York 11968 1 p 631,283 o 560 11 691.283.6136 - • ~suFFO~~ • James F. King, President Town Hall, 53095 Main Rd. Bob Ghosio, Jr., Vice-President rw P.O. Box 1179 Dave Bergen , Southold,NY 11971 John Bredemeyer , Telephone (631) 765-1892 Michael J. Domino Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only oastal Erosion Permit Application Wetland Permit Application Administrative Permit _Amendmen VTransffer~xttePs ion Received Application: I I L0 3 el Fee: E Q E I V E Compmplete completed Applicationn_ 13 D Incomplete ' SEQRA Classification: Type I_Type H_Unlisted LE 013 Coor dination: (date send ?~WRP Consistency Asses ment om (AC Referral Sent_ t h t Date of Inspection: -Receipt of CAC Report: -Lead Agency Determination: Public cal Review: Public Hearing Held: .3 Resolution: Name of Applicant Cleaves Point Club and Marina, Inc. c/o Howard J. Weisler, President Address 1810 Shipyard Lane, Building 7, East Marion, NY 11939 Phone Number: 631 477-8657 Suffolk County Tax Map Number: 1000 - 38-7-15 Property Location: 2820 Shipyard Lane, East Marion (provide LILCO Pole distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton, NY 11968 Phone: 631-283-6360 CO. .Board of Trustees Applicn GENERAL DATA Land Area (in square feet): 393,454 Area Zoning: RR (Resort Residential) Previous use of property: Condominiums Intended use of property: No change Covenants and Restrictions: Yes 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 Building Dept. Yes X No Does the structure(s) on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date NYS DEC 1-4738/00784/00001 Southold Trustees No Permit Required 1/30/09 & 4/3/09 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): In westerly portion of property situated between existing rock revetment and dock, construct landward of spring high water/tidal wetlands a+/-23' x +/-276' reinforced dune, consisting of approximately 276 linear feet of I - 2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade) covered with approximately 489 cubic yards of sand fill (including +/-389 cy on-site excavated material derived from armor stone installation and +/-100 cy sandy fill to be trucked in from an approved upland source) to be vegetated with beach grass and native shrubs. In easterly portion of property along inside of easterly property line and landward of the Coastal Erosion Hazard Area boundary, construct partially within Chapter 275 jurisdiction a+/-9' wide x +/-197' long x Phigh earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm. All work is to be done in accordance with the "Shoreline Stabilization Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated September 16, 2013. rcl of Trustees Applicatico WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Drainage improvements in easterly portion of property and shoreline stabilization/erosion and flood protection in westerly portion of property. Area of wetlands on lot: +/-5,425 square feet Percent coverage of lot: +/-1.4 1 Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? +/-389 cubic yards How much material will be filled? +/-525 cubic yards Depth of which material will be removed or deposited: +/-3 feet Proposed slope throughout the area of operations: +/-1:2 Manner in which material will be removed or deposited: See attached plans. 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): The project will be located entirely landward of the spring high water line and unvegetated tidal wetlands area along the subject shoreline. The proposed protective dune structure will be reinforced intemally with buried armor stone but during normal, non-storm conditions will act and serve as a vegetated, sandy dune that will provide a source of habitat and food supply for the adjacent ecosystem. Thus, the project will have no significant adverse impacts on the adjacent, unvegetated tidal wetlands area or tidal waters of Gardiners Bay. or oard of Trustees ApplicaWn COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To provide shoreline stabilization and flood and erosion control in westerly and only portion of subject shoreline not presently stabilized by the existing stone revetment. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? +/-389 (cubic yards) How much material will be filled? +/-489 (cubic yards) Manner in which material will be removed or deposited: See attached plans. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) The construction of the proposed reinforced dune entails the placement of armor stone partially below and approximately 3 feet above existing beach grade, which will then be completely buried with an approximately 23' wide, 4' high dune feature to be planted with native vegetation. During normal and mild storm conditions, the resulting dune structure will provide habitat and food supply for the adjacent ecosystem while providing flood and erosion control for the upland property. During severe storms when the sand may be severely enough eroded to compromise the integrity of the dune, the buried armor stone will serve to stabilize the shoreline and mitigate against unabated shoreline erosion. The stone will also maintain a "line in the sand" around which the sand dune may be reconstructed and revegetated after such a storm event or storm season. Consistent with Policy 4 of the LWRP, as evidenced by a previously failed installation of bio-logs and plantings (see Figure 4), the reinforced dune is proposed where non-structural, vegetative erosion control methods alone have proven to be insufficient at stemming erosion of this only remaining unprotected portion of the subject shoreline to the west of the existing rock revetment and where a naturally protective feature is otherwise absent. Thus, while sand renourishment and vegetation in the form of a constructed dune that is intended to recreate a natural protective feature will serve as the effective source of erosion protection during normal conditions as noted above, the proposed armor stone must be included in the design to provide a last resort method of shoreline stabilization during an avulsive storm event. But further consistent with Policy 4 and with Chapter 111-15, the armor stone will be buried inside the sandy, vegetated dune feature, which will be constructed with a naturally sloping face and will be located entirely landward of spring high water and tidal wetlands to ensure that it does not adversely impact the adjacent tidal wetlands or tidal waters; does not cause a measurable increase in erosion at the site or adjacent properties; and does not interfere with natural coastal processes. Moreover, the reinforced dune structure has been designed to the minimum scale necessary and in accordance with sound engineering practices to ensure the long term success of the structure at controlling erosion. As part of the long term maintenance of the structure, the success of the vegetation will be monitored and ensured, and the sand dune will be replaced as needed. • 617.20 SEQR PROJECT ID NUMBER APPENDIX C STATE ENVIRONMENTAL QUALI REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 1- PROJECT INFORMATION ( To be completed by A plicant or Project Sponsor) 1. APPLICANT / SPONSOR 2. PROJECT NAME Cleaves Point Club and Marina, Inc. 3. PROJECT LOCATION: Municipality East Marion County Suffolk 4. PRECISE LOCATION: Street Address and Road Intersections. Prominent landmarks etc - or provide map 2820 Shipyard Lane, East Marion, Town of Southold, SCTM #1000-38-7-15 5. IS PROPOSED ACTION: New r_~ Expansion ? MDdJJlQtiOn / alteration 6. DESCRIBE PROJECT BRIEFLY: In westerly portion of property situated between existing rock revetment and dock, construct landward of spring high water/tidal wetlands a+/-23' x +/-276' reinforced dune, consisting of approximately 276 linear feet of I - 2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade) covered with approximately 489 cubic yards of sand fill (including +/-389 cy on-site excavated material derived from armor stone installation and +/-100 cy sandy fill to be trucked in from an approved upland source) to be vegetated with beach grass and native shrubs. In easterly portion of property along inside of easterly property line and landward of the Coastal Erosion Hazard Area boundary, construct partially within Chapter 275 jurisdiction a+/-9' wide x+/-197' long x+/-1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x Y deep infiltration basin west of the +/-12' wide portion of berm. All work is to be done in accordance with the "Shoreline Stabilization Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated September 16, 2013. 7. AMOUNT OF LAND AFFECTED: Initially 9.035 acres Ultimately 9.035 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? Eyes r_1 No If no, describe briefly: 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) ® Residential El Industrial I--] Commercial Agriculture E] Park / Forest / Open Space Other (describe) 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) Eyes ? No If yes, list agency name and permit / approval: NYS DEC 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? I] Yes ®No If yes, list agency name and permit / approval: 1nS A RXLVLT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? Yes No I CERTIFY HAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant /Sponsor Na Robert E. Herrmann, Coastal Management Specialist Date: September 18, 2013 Signature If the action is a Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment • PART II - IMPACT ASSESSMENT T completed b Lead Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.4? 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. El Yes R1 No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) Ct. 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. Longterm, short tens, cumulative, or other effects not identified in C1-C5? 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)? ? Yes ?z No If Yes, explain briefly: E. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? Yes Q No If Yes, explain briefly: PART III - 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 EAF and/or prepare a positive declaration. ? Check this box if you have determined, based on the information and analysis above and any supporting documentation, thatthe proposed action WILL NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting this determination Board of Trustees c/y 2 p ~ Name ea Agency Or T ate JAWfS K-, ) ~I/)I,- President Print or Type Name o Responsible Officer in Lead Agency rile o Responsible Officer yua `0e L~4X SgRature ot e~rbTe~cer in Load Agency Signature o reparer (If different from responsible officer) NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Cleaves Point Club and Marina, Inc. SCTM#1000-38-7-15 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: In westerly portion of property situated between existing rock revetment and dock, construct landward of spring high water/tidal wetlands a +/-23'x +/-276' reinforced dune, consisting of approximately 276 linear feet of I - 2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade) covered with approximately 489 cubic yards of sand fill (including +/-389 cy on-site excavated material derived from armor stone installation and +/-100 cy sandy fill to he trucked in from an approved upland source) to he vegetated with beach grass and native shrubs. In easterly portion of property along inside of easterly property line and landward of the Coastal Erosion Hazard Area boundary, construct partially within Chapter 275 jurisdiction a+/-9' wide x +/-197' long x+/-I' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm. All work is to be done in accordance with the "Shoreline Stabilization Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated September 16, 2013. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 2820 Shipyard Lane, East Marion 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wednesday, October 16, 2013 na, 5:30 p.m. You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Cleaves Point Club and Marina, Inc. c/o Howard J. Weisler, President PROPERTY OWNERS NAME: 2820 Shipyard Lane, Building 7 MAILING ADDRESS: East Marion, NY 11939 PHONE#: 631-477-6857 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton, NY 11968 PHONE 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. WOOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Parkside Heights Co. 43 West 54th Street, 2F New York, NY 10019 Oki-Do Ltd. 20 West 64th Street, 24E New York, NY 10023 STATE OF NEW YORK COLJPnY OF SUFFOLK Robert E. Hermann doing business at En-Consultants 1319 North Sea Road Southampton, NY 11968 being duly sworn, deposes and says that on the 7th day of _ O c t n b p 20 13 , 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 their 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 Southampton that said Notices we a Mailed to each of said persons by (certified)(re*ztarud) mail. Robert E. Herrmann Coastal Management Specialist Sworn *o h, fore me this 7th day of October _'20 13 KIM H. STEPHENS NOTARY PUBLIC STATE OF NEW YORK a COMMISSION N0. 5015931 '-Notary F'u c -MLIFIEO IN SUFFOLK COUNTY EXPIRES AIOPST Z. 201-1 N~ F U.S. Postal Service~. CERTIFIED MAILTm RECEIPT C3 ru (Domestic M1 Postage $ rr ° Cc M Certified Fee N O Return Receipt Fee O r•-- Postm O (Endorsement Required) Y Herq~ Restricted Delivery Fee 0 (Endorsement Required) E3 a O Tota' - S - - ra 1 I- Sentl m Parkside Heights Co. C3 siieei 43 West 54th Street, 2F " r °f PO New York, NY 10019 Postal MOM CERTIFIED MAIL,,, RECEIPT m (Domestic Mail only; No Insurance ~gi-ra,e Provided) M1 z M1 t 0' Postage $ 43 +J rl Certified Fee Z C3 Return Receipt Fee H Pgstmark O (Endorsement Required) d f Were O Restricted Delivery Fee C3 (Endorsement Required) it O Total P,-'--- - M not To Oki-Do Ltd. p sireei, A 20 West 64" Street, 24E r. or Po ea New York, NY 10023 k - Sta Bi [ City, . F E F e C li t Fr R. ~C F i 6 ~~o~gyfFO(,~c James F.King, President Town Hall, 53095 Main Rd. Bob Ghosio, Jr., Vice-President ,Y t P.O. Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer Telephone (631) 765-1892 Michael J. Domino 1 # Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of CLEAVES POINT CLUB AND MARINA, INC. COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS l Brian Riley , wWWo At /dbaEn-Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 7th day of October 2013, I personally posted the property known as 2820 Shipyard Lane, East Marion, SCTM# 1000-38-7-15 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, October 16, 2013. Dated: (signature) Brian Riley Sworn to before me this ~(P day of (9C 20/3 ota ~ Public KIM H. STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO. 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2, 20/] I NOTICE OF HEARINGI NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. - A Wetland Permit and a Coastal Erosion Permit to corisbW in the was" portion of propwty wtuaiad OWNER(S)OF RECORD . between existing rock revetment and dock, and landward of spring high water/tidal wetlands a +/-23'x +/-276' 0#1 reinforced dune consisting of approximately 276 linear G' t°aVeS q D ink-C' ItAb f 12 ann0L C . feet of 1-2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach SUBJECT O F PUBLIC HEARING: gam' covered with approximately 489 cubic yards of sand IM including +/-309 cubic yards on-site excavated material derived from armor stone installation and +/-100 cubic yards sandy fill to be trucked in from an approved upland source; and to be vegetated with beach grass and native shrubs; along eaderty property line and landward of C.E.H.A. boundary, construct a +/-9' wide x +/-197' long x +/-1' high earthen berm consisting of approxmataly 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm. TIME & DATE OF PUBLIC HEARING: • l,Jc9dnest~o~ , tk-+r~ber l6, ao~ 3• od-o,~ ahoy' S 30WA If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m and .4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Board of Trustees Application County of Suffolk State of New York Pau, T J e~ c~a,~~ Res, ctan~cs tb+.+.~ A.>~ CL,,,a f-p Mr4141 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 DAY OF ,20 ILENE H. BARSHAY NOTARY PUBLIC, State of New York No. 02BA4940733 Qualified in Nassau County Commission Expires July 18, 20 Notary Pu is • • Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) C l-r?Mta QC+,.dr e~ r rn i1R, Na Sl~° d"1 1X~N`D $ ~Q~t~-Qf residingat 2 Q ZI~~~ MN LfiNt `1 (ppntownerofproperty) (mailing address) sd`t4, J, `~[ay N y IA39 do hereby authorize FN- eg*JS141.TIAQM (Agent) to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner's signature) APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the w of town ^f°^m an emoLo ens The purpose of this form is to provide information which c alert the town of possible conflicts of interest and allow it to , lee whatever action i , necessary to avoid same. ^ C`~ T rn fN rt YOUR NAME: E1C~T^ a1~u~ oi,v~ Cl~clw+~ ~1vJ~ (Last name, first time, middle initial, unless you am applying in the time 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 oC Change of Zone Coastal Erosion X Approval of plat Mooring Exemption from plat or official map Planning Other (If "Other", name 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 pL 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 applicantlagent/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 greeter 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 ~f ( RA L• 206 Signature Print Name Vkcu it•iD 3• l w"It ~(LC~D~?~ Form TS 1 Town of Southold • LW CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. A II applicants for perm its' including Tow n of Southold agencies, shall corn plete this C C A F for proposed actions that are subject to the Town of Southold W aterfront Consistency Reiiew Law. This assessm eat is intended to supplem ent other inform ation used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer must be explained in detail, listing both supporting and non: supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the PI - nin Department, all local libraries and the Town Clerk's office. n E E I V E D B. DESCRIPTION OF SITE AND PROPOSED ACTION ~la(Uluf D SCTM# 38 - 7 is SEP 2 0 2013 PROJECT NAME Cleave Poin Club and Marina, Inc. f e' The Application has been submitted to (check appropriate response): Town Board ? Planning Board ? Building Dept. ? Board of Trustees 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: LeLlsi Nature and extent of action: In westerly portion of property situated between existing rock revetment and dock, construct landward of spring high water/tidal wetlands a+/-23' x +/-276' reinforced dune, consisting of approximately 276 linear feet of I - 2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade) covered with approximately 489 cubic yards of sand fill (including +/-389 cy on-site excavated material derived from armor stone installation and +/-100 cy sandy fill to be trucked in from an approved upland source) to be vegetated with beach grass and native shrubs. In easterly portion of property along inside of easterly property line and landward of the Coastal Erosion Hazard Area boundary, construct partially within Chapter 275 jurisdiction a+/-9' wide x +/-197' long x +/-I' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +/-12' wide portion of berm. All work is to be done in accordance with the "Shoreline Stabilization Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated September 16, 2013. Location of action: 2820 Shipyard Lane, East Marion Site acreage: 575,246 s.f. Present land use: Condominiums Present zoning classification: RR (Resort Residential) 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: Cleaves Point Club and Marina, Inc. (b) Mailing address: c/o Howard J. Weisler, President 2820 Shipyard Lane, Building 7, East Marion, NY 11939 (c) Telephone number: Area Code 631-477-8657 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No El If yes, which state or federal agency?NYS DEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ?Yes ? No ® Not Applicable 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 ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ® Yes ? No ? Not Applicable The project will be consistent with Policy 3, as the dock will be located amongst numerous other similarly constructed docks, which characterize the adjacent shoreline of Little Creek. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ? No ? Not Applicable See attached. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ?Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ? No ? Not Applicable CLEAVES POINT CLUB AND MARINA, INC. 2820 SHIPYARD LANE EAST MARION, NY SCTM #1000-38-7-15 LWRP: POLICY 4 In westerly portion of property situated between existing rock revetment and dock, construct landward of spring high water/tidal wetlands a +23' x +276' reinforced dune, consisting of approximately 276 linear feet of I - 2 ton armor stone over core stone rip-rap and filter cloth (partially excavated below existing beach grade) covered with approximately 489 cubic yards of sand fill (including +389 cy on-site excavated material derived from armor stone installation and +_100 cy sandy fill to be trucked in from an approved upland source) to be vegetated with beach grass and native shrubs. In easterly portion of property along inside of easterly property line and landward of the Coastal Erosion Hazard Area boundary, construct partially within Chapter 275 jurisdiction a +9'- 15' wide x +197' long x +1' high earthen berm consisting of approximately 36 cubic yards of topsoil; and install 8' diameter x 3' deep infiltration basin west of the +12' wide portion of berm. All work is to be done in accordance with the "Shoreline Stabilization Plan" prepared by Jeffrey T. Butler, P.E., P.C., last dated September 16, 2013. The project will be located entirely land*f the spring high water line and unvegetatedl wetlands area along the subject shoreline. The proposed protective dune structure will be reinforced internally with buried armor stone but during normal, non-storm conditions will act and serve as a vegetated, sandy dune that will provide a source of habitat and food supply for the adjacent ecosystem. Thus, the project will have no significant adverse impacts on the adjacent, unvegetated tidal wetlands area or tidal waters of Gardiners Bay. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ? Yes ? No ® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ? Yes ? No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ® Yes ? No? Not Applicable The proposed structure will be installed above spring high water and tidal wetlands associated with Gardiners Bay and will in no way prevent use or impede public access along the shoreline. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's w&-de pendent uses and promote sit of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 5 for evaluation criteria. ? Yes ? No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ? Yes ? No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ? Yes ? No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ? Yes ? No ® Not Applicable PREPARED BY TITLE coastal management Specialist DATE 9/18/13 Amended on 811105 -n EN-CONSULTANTS September 18, 2013 Town of Southold 733; Board of Trustees SEP 54375 Main Road Post Office Box 1 179 Southold, New York 1 1971 Re: Cleaves Point Club and Marina, Inc. 2820 Shipyard Lane, East Marion SCTM # 1000-3 8-7-15 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: I. Three (3) Wetland & Coastal Erosion Permit Applications including: a) Short Environmental Assessment Form; b) Authorization & Disclosure Forms; and c) Shoreline Stabilization Plan prepared by Jeffrey T. Butler, P.E., P.C.,, last revised September 16, 2013. d) Survey prepared by Nathan Taft Corwin III Land Surveyor, last August 2, 2013. 2. One (1) set of site photographs. 3. Application fee of $500.00. 4. Three (3) LWRP Consistency Assessment Forms including: a) project plan. I trust this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. Tobert ly, E. Herrmann ko~ Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton. New York 11968 1 p 631 283.6360 f 631.283.6136 - ' rv tvi r o n r ri o rr t_'1 cU 1, JtI iq SURVE SURVEY OF PROPERTY SITUATE 2 °S8 E EAST MARION TO TOW TOWN OF SOUTHOLD GO SUFFOLK JFFOLK COUNTY, NEW YORK P~ ti S.C. TAX N TAX No. 1000-38-07-P/0 14 Po 90 S.C. TAX N TAX No. 1000-38-07-P/0 15 SCALE 1"=40' AUGUST 2, 2013 flDTOTAL AREA = 575,246 sq. ft. E (TO TIE LINE) 13.206 ac. Tom TOl C or of 2E REFERENCED TO N.A.V.D. 1988 DATUM NOTES: 1. ELEVATIONS ARE REFERENC EXISTING ELEVATIONS A LEVATIONS ARE SHOWN THUS: so EXISTING CONTOUR LINE EFL - FIRST FLOOR :ONTOUR LINES ARE SHOWN THUS: -------5------- FLOOR GFL - GARAGE FLOOR BE FLOOR TO - TOP OF BULKHEAD BB BOTTOM OF BULKHEAD DF BULKHEAD )M OF BULKHEAD TO - Top OF CURB RC - BOTTOM OF CURB BF CURa )M OF CURB 2. FLOOD ZONE INFORMATION INFORMATION TAKEN FROM: FLOOD INSURANCE RATE M NCE RATE MAP No. 36103CO176 H & 36103CO177 H ZONE AE BASE FLOOD EL 4SE FLOOD ELEVATIONS DETERMINED ZONE VE. COASTAL FLOOD OASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION), O BASE FLOOD EL 4SE FLOOD ELEVATIONS DETERMINED _ ~~O O ZONE X": AREAS OF D 2% REAS OF 02% ANNUAL CHANCE FLOOD, AREAS OF 1% ANNUAL CHANCE FLOOD S WITH AVERAGE E ITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 1 SQUARE MILE ZONE X AREAS DETERMINI EAS DETERMINED TO BE OUTSIDE THE 027 ANNUAL CHANCE FLOODPLAIN SO O. ~S. ~J. y1 cp~pP ,~~es c^ F ~EpG~TS d 4 0SO E 00 x~ 5~ ~6 Oo E 6 zx 2~ x 229.70' E xss x~ \ x Fi. N 85'LE h 0 \ x~ x ro ~ G N o x V m p \ o x L W ~9~ f <F Y y \ x 4, \ g s ss ~ ~ p V I h n CONDOMD CONDOMINIUM MAP OF o i "CLEAVI "CLEAVES POINT" M \ v FILED IN THE OFFICE OF THE OFFICE OF THE CLERK OF SUFFOLK COUNTY I M ON JULY 26, 1987 AS FILE No. 156 o of ~x X G ON JULY 20, 1 CONDOMINIUM MAP OF ~u "CLEAVES POINT VILLAGE" 4Fo FILED IN THE OFFICE OF THE CLERIK OF SUFFOLK COUNTY ON MAY 6, 1963 AS FILE No. 86 0 o~ N rv x z e~Oe C x r 4 ~SU o u U ~qx ~e f yF:w ~e 17 ~Wc`z 4eq e II E- o -!1 ~s 5 w 4 nl m N 0 x„ \ BUILDING i o: K IW/.s`o / Wa o OECX \ 1 00 OEC I ° vECR 2N')'s 00 OEC ~ K 3 2 9f ~ 4 q'F. ~ ~ 83 _s= Y~ zas Y~' ~ BVII.pING off\~sC \ ~ `M W n-_____-- \ gG vv E .5T S-a 22 xss avi o J9 ~ 3G 3~ 11~ 1\~ ~,~s __----_-_-x t,p X~- aG 1 1 1 ~ ~ BUIIpING \V qq \ Wo 00ECN 1 \ wGOUECK x~ 251 %').d 21 SIfPS W0p0 °ELK ~ ~RW~Wo 4WMbMN ~ ` \ STEPS x~ \ \ \ \ \ 70NF 2pN f e f x2, z \ ` xa.Z 4F k svv OEC% `NA'Ur L vECEUrmrv~ \ ~ ~ ` \ ~P< s\ auLLDINc \ l ae \ \ \ xs3 \ x14, \ wasv Ec _ _ y1\ X2 \ gg~'' woos \ EbA$iAL EROSION HAZgRp LINE \ SrEas xy ` 1 \ \ \ C 5 A FR AS SC ALED`E~iOM CK g,1 W°°0 o X~ N~4 36 fiOF 5511 SHEET 29-0 X 4p . \ _lU V 1 1 1 0,,, 5.9 0 ZONE'~~ E) IS, I~c±r \ \ 1 ` 111 1 µ0. 11 \\\1 \ ~NAT`M`VVEGEETAPON ~fy'ba7o99 a \ '2f X]5 N 77'25'19" ~W;RO \ / 96.96, W a N O 15 ` XX/ 63`-19,/g„ ye z3 N! , x 23\ iuFIAUWN MIi OF y]9~11 \ \ \1 1 \ % i~ r__.E[yC1.Rl~ XZb / \ \ S NAT(IRAL VEGETgE. \ / \Cp / aG 76 "1CIlwA ER _ 8Y suw _~E~slc _x'~"~ N~ f~5.a X,xs _ ~ - ~PgINC'grvR>VA1 2Z 1 1 1 \ J2 ER~MARp- X,la / "Sp° I N 83'3A, Al 1'70" / ~w R~Mp ~0 pQ~NC ck S p i r v VY PE LINE - _ FIBER flOLL$ \ % L 1 1 6.76' 4mmc wcN weie _ _ \ Sj N 75. " MMrc=~- _ \ \ b - I °,V`oownNp p ~r ~ok 53 so „ w -ROw or ROC ~,J~\\ N - x ZO ~bp0 p~NC h xd'~ ZON SEE (E4 s) _ ` _ _ tk Mbp~T~rC f k1 ti Op0! It Y9 LE LINE flL Y9 LE LINE ALONG HIGH WATEG MAGR LL2 ~M ! o N 85'51'02" W 105.75' S 89'13'12" W Wpp~pNp 38 s ' _ agd~' 12" W 122.45' I'1 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 3G t ~ J BY THE LIALS A VED AND ADOPTED FOR SUCH us T N1]~E 'F OeK STATE LAND 88 cD A ~ TITLE UASSO CH IU~, DF' RE T m y'~P ZAF ~I .p IV~~~Np p~k 50467 ~L1Np gUR'1~ ~3 s3Fo GARDINERS BA Y NY 5 L¢. NO 50467 ao UNAUTHORIZED ALTERATION TO THIS SURVEY IS A VIOL TLORIZED ALTERATION OR ADDITION Nathan Taft Corwin III IS SURVEY VIOLATION OF SECTION 7209 OF THE NE1 EDUCATION lAW ON 7209 IS Is A A IO J209 OF THE NEW YORK STATE MON LAW I.T'NG 000 o., COPIES OF THIS SURVEY M Land Surveyor S O of THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INK EMBOSSED SEAL SHALL NO AND SDAT STAF INKED SEAL SEED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 5 A VALID TRUE COPY _ CERTIFICATIONS INDICATED ONLY TO THE PERSON FOE ACATIONS INDICATED HEREON SHALL RUN Successor To. SHenley J. Isoksen, Jr. LS. TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno LS. 15 PREPARED, AND ON HIS TITLE COMPANY. GOVERNME IEPARED, AND ON HIS BEHALF TO THE COMPANY, GOVERNMENTAL AGENCY AND TIHe Surveys - Subdivisions - Site PI005 - Constru011e0 Ley01If LENDING INSTITUTION LISTEI TO THE ASSIGNEES OF THE NG INSTITUTION LISTED HEREON, AND IE ASSIGNEES of THE LENDING INSTI- PHONE (531)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS AR N. CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIG[ AND/OR EASEMENTS OF EXISTENCE OF RIGHT OF WAYS 156fi Moln Raad P 0. Box i6 'OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT SHOWN ARE NOT GUARANTEED. J0me5por1 , New York 11947 Jcmesporf, New York 11947 21-487A w w www.dlpnetnycll.com d 206.2' bb., (//~~~~~A\\\I(nI- of 0y0a CiY llell.com 1623' ~C Ivy V ~V I I V V ~ $ 0% 9•~P www(for.ceother elates) 800-212-4480 1 811 AREA OF WORK n 393' OCT 1 6 2013 21.0' 123' MIN Bylaw, excavators and contractors working In the Far eatery reasons, homeowner are strongly 0 a ~ o I^ five boroughs of New York City and Nassau and encouraged to cell as well when planning any Suffolk Counties on Long Island must contact type of digging on their property, Homeowner ~ EXISTINS N % DIgNet, 1.800-2724480 or 811, at least 48 hour can =meet us directly at 1-800.272-0480 or by .fob t EMLOMS TO RERAIN ~d w:NOd Town but no more than 10 working days (excluding calling 811, the national Nil before you dig weekends and legal holidays) prior to beginning number. For excavation work completed on (NO WORK) o rv 7A. DUE 0 EL bA', APP LREATE TI FILL D AWIT RE5ERA l Oft B ELL W APPROX. ffW' LF. I IY EATS W FILL RE5ERVEI7 FROM ON SITE Ly any mechanized digging or excavation work to personal property, it is the contractors FxwwrlaN AND Am1r ` I IN FILL PR~OPUBW ARMOR STOW ILLATION AND AOOITIONAL TRUED ensure underground lines ere marked. responsibility-NOT the homeowners-to contact )P05k1) ARMOR STONE. F- R ~ S ,7f Excavator and contractors can also submit DigNet. Having utlllty lines marked prior to EL. g0 louts requests online, through ITIC. If you do not digging Is free of charge. EL bpi 9 FAIL = .1' EX16TINO DECK TC REMAIN O - E 25'd5% 1-2 TON N 25'-35'6,1-2 TOM ARMOR STONE currently use ITIC, please u111.800.5247603 Vj EL. To' bA' 9OOPE OF WORK Fo _I REC95'REMBTTS EVAR`TS WORK FOR INSTALLATION E for more information. `ryVW~j, EL 64, EL. TA' p EL. 50 . bA' - ~ ~ PROP. iA. REINFORCED [ -MINIMM~p~6~~RORD LL 7P. TD. REINFOROED~ ~D16~p1E~ IBD'~ M. 6A' RG p -MINIM.M BROW COAR EL 5A' IpC V4^ EL. 40 . 4A' 4 ' M PROP. TO. ARMOR 5TO E W. TO. ARMOR 5 TIE LINE ALONG EXCAVATION NOTES: NOTES: EL. 3,0' SPRING HIGH HATER N HIM WTR MARK _ EL 40' Ls4 ~Yy4' 5PRIN0 HIGH WATER MARK 4 $L I'T) EL. 30 REQUIREMENTS: I. ELEVATIONS ARE REFERENGEO TO N.AV.D. I9bb DATUM EL 20 m m 1. WORK SHALL ONLY 13ESIN AFTER THE CONTRACTOR HAS, BEEN SHOWN THE PROPER EXI5TIN5 ELEVATIONS ARE 5HOHN T HJS, C ^ "Mw'" ~.n • v , iH , x „v,. Y ~ . ds; ~ _ oF{) Err a :.w. IL ID T 7 b REPORTS 5TATINS THAT ALL RAZARD005 MATERIALS IF ANY HAVE BEEN REMOVED FFL. - FIR5T FLOOR FROM THE 51TE USING FEDERAL, STATE, AND LOCALLY APPROVED METHODS AND OPL. - 6ARAOE FLOOR 5 / EL OA' LINE OF P~ROyPOSED EXCAVATION k.,' J FROCEOURF, STR TU FOR THE MATERIAL QUESTION M - TOP 6 F BULKD : 3X M OF BW.KIEAp 5GALE SEGTION P t _ EL. L0' eM Q YP5 O.'F^EARIN TO BE 2. ALL LL STRUCTURES, BOTH ABOVE AND D BELOW GRADE ARE SHOWN AS A GUIDE. BB - rO F LOCATION OF S)BB)RFALE STRUCTURES ARE ESTIMATED TO LOCATED AS SHOWN. r0 - TOP O TOP OF OURD EL X xti~ 21 SCALE: 3,(6 = I'-O° EXCAVATE) AW RE5ERJ® FOR FILL PROP. BA. EXCAVABO . -2.0' ROP. BD. BD. EXCAV~ L~ EL. -2.0' - GxiB THE OERTIFYINS ENGINEER DOES NOT ATTEST TO THE AGGURAGY OF BE BE THE LOCATION ec 90TfOM OF EL, -3.0' PU65 RANY.,BJ ARMOR STORE BB~IN6e:.^~^?~'. . EL -3D' OF THE SUBSURFACE STRUCTURES SHOWN OR TN05E 51RULTJRES NRES NOT SHOWN, QU 3. NOT USED E -0A' 4' TO b" RIP RAP OO-IS IBS CORE STOW). ~PyROPOSED FILTER y ~FABRIC, 2 FABRIC, EL. AV 4 TO THE 5E5T OF THE ENGINEER5 KNOWLEDGE, NO ENVIRONMENTAL HAZARD(S), THATO `r BEDDING SIUWI BE PIACW ON FILER FABRIC t1' t3' L5 FABI PM L6230 E. -5A' TO PREVENT %OMNG 5230 EL. -5.0' COULD BE A66RAVATEO BY THE WORK EXISTS ON TH15 51TE, - - ~j 5. THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN EXLAVATIN6 AND OR REMOVING EL. 6.0 EL. 5,01 SUBSURFACE STRU67URE5, ETC„ WE TO THE LIMITED AVAILABILITY OF INFORMATION LONCERNIN6 5013SURFAGE UTILITIES. 7 6 EXCAVATION PROGEOURE9 SHALL BE PERFORMED BY THE LONTRAGT04(5), IN WO/F ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. PARK50E HEIGHTS COMPANY /s I 1=r1=Nn; ~ , PROPERTY LINE PLANTING SGHEDULE P EXI5TIN6 BUILDIN5 APPROVED BY FOR USE ON PRIIP05EII REINFORCED DUNE, n ¦ PROP05ED GRASS AREA (MIX OF AMMOPHILA BREVILIGULATA) BEACH PROE DUt?E + - t * # + _ + BOARD OF TRUSTEES ? z 6RA55 2-3 COLUMNS PER PLANTING HOLE 12' O.C MAX. WITH PANICUM REINFORCED TOWN OF SOUTHOLD VIR6ATUM) SWITCH 6RASS AT 2'-O' OC, 2 CAL. CONTAINER). W/ BURIED STONE AND PROPOSED NORTHERN BAYBERRY BUSH (MYRICA PEN5YLVANICA) TO BE + r r`'^ ) 1 DATE ~b ~y5000 z as PLANTED AT A MINIMUM 3 FOOT ON CENTER (3 6ALLON CONTAINER). 229.10' 1 AND/0 PROPOSED BEACH R05E BUSH (ROSA VIRGINIANA) TO BE PLANTED PROPOSE[) N 85°45'20" E ' AT A MINIMUM 3 FOOT ON CENTER (3 GA/~L,L.~O~~N~~~CONTAINER). EARTHEN BERM „55 "pg ND OR PROP05ED BEACH PLUM BUSH (PRV:W5 MI TO BE PLANTED PROP05ED DUNE ACGE55. Q d@ iL 66 Tc56 EXISTING SPOT ELEV. x 6.0 W MONIMENT D , AT A MINI" 3 FOOT ON CENTER (3 GALLON C.ONTAINERv r ( l 'FROM 5HIPYARO LANE LOO a 4 W B6q ry f. !!s" .43 (SEE PLANTING DETAIL, THI5 DWG) " " ' PHOTO KEY N STAKE LOCATION ~ N 3 m Np 56 v~ 56" ,,y 56 ~ Y FOR USE PROPOSED BERM, HYDRANT POLE ~ u~ PROPOSED D HYDR05EED UTILITY 1 ' - `U.sb f o~ = EXISTING" 56~y GONDOMINIL H OF ENTRANCE NOI B 3 01 5m \ FFL.EL. = FINISHED FLOOR, ELEVATION BL.S.P l; "51 J., O < W m XX EX OHL PEE Nmn %SPIV 51aN MAP of NOTE: SITE: L 51TE LOCATION MAP H x z "SUMMIT ESTATES, 5EOTION I" ALL PLANTED VEGETATION WILL REQUIRE 5GOPE OF NORK: NOT TO Sc:,A NOT TO 50ALE M m ¢ Q PAN . o~ MONITORING OVER 3 GROWING SEASONS. PMK r p 1G 0NiION A. y N" I. INSTALL ASPHALT 5PEED BUMP (ASPHALT CONCRETE - TYPE (2) NOTE: LOCATED AT CONDOMINIUM ENTRANCE No.2, 5EE SITE PLAN AND MACHINERY ACCESS, F ZY A(GE55 FOR PROP. WORK WILL BE PROM: d CO CONDOMINIUM MAP OF S 2SECTION 'C' SHIPYARD LANE D LANE A~'LLEAVE5 POINT 11EO IN I. ol"OC oP TN3 GFw oP wProLa couxx qY[ N ALT ]B, NBl M FILE No. 166 $ ,:p1 CONDOMINIUM MAP PROVIDE ASPHALT SPEED BUMP AT 2. INSTALL EARTHEN BERM (tab GU.Y05 OF TOP 501L REQUIRED) Q O 32 qq aI ,ap CCNDOMINIUM ENTRANCE (t2'Wx20'L6) ALONG SHIPYARD LANE, SEE SITE PLAN AND SECTION 'C' FOR rT, ~ (V CLEAVES POINT VILLAOF z PAID IN TIEOPPIC2 OF M 1. OF IG.t4 -4" INFORMATION. SEED PER PLANTING 5C4-EOULE ~1 1? PROVIDE EARTHEN BERM, 3. INSTALL (3) INFILTRATION BASINS, LOCATE PER SITE PLAN AND PROP05ED ON LfFOIK fIA.MY =a, we3 AS PILE No. ee OT rcf4EL 3D APPROX. tq'W iIq-I'LGxtl'HIGH. N5TALL AS SHOWN IN SECTION 'C' AND DETAIL. "h au l NxE LOCATE BERM LINDER TREE CANOPY (LAG E.O. BERM 4. RE-ESTABLISH TOP OF EX. REVETMENT TO EL.AA WHERE INDICATED ON SHORELINE STAE31 L STABILIZATION PLAN: 8 ~ n ME OF EX15TINC TREES TRUNKS) MAINTAIN VALLEY PLAN 1 (APPROX. 50' LONG 0 5E CORNER OF PROPERTY). USE APPROX. ' PROP051P 3 ~ wRE GUTTER AT EX15TING EDGE OF PAVEMENT 310 GU.YD5 OF PROP05ED 40-50 LB CORE STONE, PLACE OVER THE SITUATE AT. APPLICANT/OWNER, (LEAVES POINT GU18 AND MARINA, INC. V(P INFILTRATION BASIN N0.3, EXI5TIN5 U5E: fW CU.". OF TOP SOIL EXI5TIN5 REVETMENT STONE. EAST MARION, W.Y. cONDOMIMUM IrnL TOWN OF SOUTHOLD 5. REMOVE TEMPORARY PARTITION LANDWARD OF EXISTING DUNE 51B SECTION 'L'(51MILW ENTRANCE Not TG MM Box TO REMAIN 32 " SUFFOLK COUNT)', NEW YORK 51TE PLAN BASED ON ORIGINAL %RVEY BY: ENGINEER, MI G. LINE T T Ex 519 TO REMAIN (SEE PHOTO NOS) EX HL POLE MOB SC1M ND.: 1000-38-01- P/0 4 AND P/0 IS TO Ra+Aw ANDG NRE b. INSTALL 'REMOVABLE PARTITION' (FOR PROPERTY ACCESS). AND P/0 15 NATHAN TAFT GORHIN III, 1-5, RqO EX 5W Eel TO REMAIN EARTHEN BERM TO BE OFFSET SEE DETAIL 'A' FOR DE516N AND MATERIALS. PA. BOX Ni JAME5PORT, N.Y. III P: 631-921-20A0 S~P,`~ OF N O9 h5p 1 Lq t3bq rU.YV OF ON SITE REINFORCED 3 2 REVETMEJTxAPPROX. t b' 1. EXCAVATE DATE: AVG 02, 2013 PROPOSE. EARTH SMALL BE REMOVED AND FROM T.O. PROPOSED REMOVABLE PARTITION r, ~ FOK F'KOF'ERTT AGGE55 + s ~ ' a a Kt5tKVtD I'OR FILL ON 51TE EARTH SHALL BE LEED IN b, 3 SITE DATA EXISTING: EXI5TIN5. PROPOSED ~ONEx P' P'UK FR I x~ ZONE qE ~y SEE DETAIL 'A', OWS Noe T CONJUNCTION WITH AN ADDITIONAL 1100 GU.YDS OF SANDY FILL AREA OF SITE, 575,246 SF. (132 515,246 SF. (13206 AG) N.G. n ¢ PROPOSED &'.1~ Y INFI (TRUCKED IN FROM AN APPROVED UPLAND 51TE) TO ATTAIN THE 7P05ED 6'~ INFILTRATION BASIN No.l, 5 a aAMML To RFNax PROPOSED REINFORCED DUNE DESIGN, USE ON SITE 5EE 5E0TION'0'- 5EOTION'c" j,° ] EXCAVATED AND TRUCKED IN MATERIAL TO FILL 5PAGE5 FLOOD ZONE INFORMATION TAKEN FROM N * ~ $W IN FROM, 5 B" ENISrgM (I ILOINS PROP. &'m INFILTRA 30 ex. ezK K BETWEEN CORE AND ARMOR STONE - THI5 WILL ENSURE A FLOOD INSURANCE RATE MAP No. 3610300176 ` )P. INFILTRATION BASIN No.2, o TO xewn STABLE BASE. THE BALANCE OF FILL MATERIAL WILL BE U5151) ZONE AE: BASE FLOOD ELEVATIONS DETERM secTInNN'c' (SIMILAR!Tao e~ _ e TO COVER THE ARMOR STONE (FOR A BERM EFFECT) AS ZONE VET GOA5TAL FLOOD WITH VELOCITY H NATIONS 3GO1 DETERMINED 36103GO177 H Q90FfS590NP~'~~6 .31 5] 5EE 5EOTION'C' (51MILA T+~ _ a emu FROP05ED IN SECTION 'A'. BASE FLOOD ELEVATIONS DETERM WITH VELOCITY HAZARD (WAVE A( TION); orAC EROSI 2A .33 A I a Ad 5rc PREP AREA FOR REINFORCED DUNE INSTALLATION, SEE JATION5 DETERMINED JEFFREY T. BUTLER, PE T 1 -e~ 374ROL/ \\55 1 1 w cri*fm1 COMPACTION NOTES PRIOR TO INSTALLING BEDDING (DWG No.2~. EXIST. STONE ZONE X HIM AVERAGE DEPTH OF LE REVETMENT 55 THP NNUAL CHANGE FLOOD; AREAS OF 196 ANNUAL GRANGE FLOOD PTH OF LE55 THAN I FOOT OR WITH DRAINA6E AREAS LE55 THAN Q W F SNFEr A5 xgZEO Fu,,\ a¢ yu TO BE REWORKED 9. INSTALL PROPOSED ARMOR STONE FOR A LENGTH OF APPROX. 150UARE MILEI AND AREAS PROTE( D AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANGE FLOOD. J O 21 2 2 OF,w "~M xAT 55 63 r2T \ ZgIE,. e C,9 ExlsriN5 TO BE OVT5IDE THE 0.2% ANNUAL CHANGE FLOODPLAIN. ~j .23 E.O. E% VEGETATION X 61 (KO~I3'IILOIfrG 55 39 t216L.F. - SEE 51TE PLAN FOR CLARITY. THE PROPOSED ZONE X, AREAS DETERMINED TO BE OUTSIDE r r 0 RE-E51ABL151-1 TOP OF EX REINFORCED DUNE WILL BE INSTALLED LANDWARD OF REVETMENT TO EL44' SEA50NAL HIGH WATER (SHW, EL. 2.29. iQUZ~ ? U _ "4P E0 EX. BEACH GRA55 \ 9 6/ 1 / O'~+IS, >J (FOR THE FURF'05e5 OF LIMITING INSTALL THE STONE AS FOLLOWS, PROPOSED WORK SUN U. ® 5PRII~G HIGH WATER x2@ FROP05ED as STORM DRAINASe VOLUME) A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALL ED ARK SUMMARY: a z p o x3~ x43 REIWORCW uP (To BE EST LISH; AFf]WA o 7 yONe~ 10AC E OF SPRING HI6H WATER / TIDAL WETLAND BOLNDARY) gp~o w Is nP ) [y o BELOW THE EXISTING GRADE ON A BED OF 4' TO 6' RIP I. DRAINAGE IMPROVEMENTS: 2 ZOAf~ 6/ ''a°k" 123h QV L5, TO CONSIST OF, 5 bl " 5B / „a s MISIIX55TM RFVEWW RAP (10-15 LB CORE STONE), I.0' IN DEPTH (MIN) AND INSTALL SPEED BUMP m CONDO ENT. No.2, P NDO ENT. No.2, PROVIDE EARTHEN BERM (+-,'{^ktIgl'L6xil'HI6H) ALONG F2 Q Q Q --.k ,gQ" ON 5TE FILL EXCAVATED FOR ARMOR 5TONE INSTALLATION (1309 CUYD5) AND \ R~ TORmAx fm "IQ UNDERLAIN WITH FILTER CLOTH. INSTALL ARMOR STONE SHIPYARD LANE, CREATE (3) &V INFILTR (3) 6'm INFILTRATION BASINS, BUILD REMOVABLE PARTITION FOR O Q Q Z m j TO PROPERTY AND RE-ESTABLI54 TOP OF EX. REVETMENT TO EL.4.4'. 1b \ \ TRICKED IN 5ANDY FILL (NOO CU.YDS), "9P x12 / o lb THREE STONES DEEP AND ONE STONE HIGH, AS DEPICTED SERVILE VEHICLE ENTRY TO PROPERTY IN SECTION 'A'. INCLUDING THE BEDDING, THE BASE OF A. PPOP05ED MATERIAL REQ'D TO REST REO'D TO RE-ESTABLISH EX. REVELMENT d" O N 77• \ ` ' \23 ED EX VEGETATION 4-2 TON ARMOR STONE (1610 TONS), EC. U .1i 2.16, I,I IT \ . EX ML 4"-a' RP RAP (S60 UPI AND FILTER FABRIC A5 REQUIRED r35 ` ~ /51E 1. 310 OU.YD5 OF 40-50 LB CORE 40-50 LB GORE STONE Q F- 96.96' \~K 5EE 5ECTIQJ'A' AND SCOPE OF WORK FOR INFORMATION 4i. ? NdO BE INSPECTED AND IF NECESSARY BELOW GRADE (EL, it b). 2. E5TABLI51-1 REINFORCED DUNE BY FIRST I DUNE BY FIRST EXCAVATIN6, IN5TALLIN6 PROP05ED STONE, z W < CL 0~ IL N63. 2] E0. EX, 32 EO. EX BEACH GRA55 3 29• \ 3 " BEACH GRA55 31 x44 \ y_II f.9 j .39 ,3.4 _ \ry PERIODICALLY, THE REVETMENT WILL THE 5TRllG7URE WILL EXTEND APPROXIMATELY L3.6' o RENOURISHED WITH STONE TO B. THE SECOND LAYER OF ARMOR STONE HILL BE GOVERINS STONE W/ EXCAVATED MATEF ei k/ I] MAINTAIN THE TOP OF REVETMENT INSTALLED TWO STONES DEEP AND ONE STONE HIGH ON AND RE-VEGETATE PER SCOPE OF WORT ;AVATED MATERIAL AND SUPPLEMENTAL TRUGKED IN FILL - SHAPE W a p Q / • \ \ IS 5PRING E%. ELEC PIN / / PROP. 'AREA TO BE RM5ETAT®' le ~'4 i 9 h' L ' ,•1.1 " 23^ ~1(y~!~q~ HIGH WTR xL9 35 '.~4 APPROX 16,342 SOFT AREA "¢_o .52 AT EL. 4.4'. TOP OF THE 5UB-GRADE BASE DESCRIBED IN 'ITEM A' A. PROPOSED REINFORCED DUN SCOPE OF WORK (A5 5HOHN IN SECTION W) TINFORCED DUNE BILL OF MATERIAL m Z 1' P \ \1 40 ae_ ~„y Fi "]6 5EE 5ECTION'A'AND PLANTIN65LHEWLE 11 xm F I TO 2 TON ARMOR STONE v- Q x- . 3 FROP(nED ARMOR STONE .3b ABOVE. THE ARMOR STONE WILL BE PLACED AND I OH•~~V IOG TONS OF I TO 2 TON AF SHAPED 50 THAT THE EDGE OF THE SECOND LAYER OF K/ p'. GU.FT. OF GORE STONE IF GORE STONE OR RIP RAP 2 `p • 11-aeoW REINFORCED DIRE x31 00~ STONE WILL 51T LANDWARD OF THE BASE LAYER 3. t3H9 CUXOS EXCAVATED ONi i EXCAVATED ON SITE FILL ~ F In m M STW x 1216 LONE, SEE 5,101 OF WORK Oro N77 01 W T 21'\ " 35 FOR INSTALLATION RE3IIREFENT5 (APPROX. 45' ANGLE) 50 THE STONE DOES NOT EXTEND 4, itoo GUNP5. TRACKED IN SANDY SEAWARD AND THE STRUCTURE DOES NOT ENCROACH ON 5. FABRIC FILTER CLOTH AS NI PXKEO IN SANDY FILL Z W I i ER CLOTH AS NEEDED. W O ~ O OW THE EXISTING BEACH. qj o 4752' W N 83°3110° W ' ki\ L 3@ 116.76' nE ` `~nt"q~~ . \ (~IYa1 .3s PINE Va" OF LEAF AREA EUi G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED GENERAL NOTES OL 13 '^w•°oy`4+ pd~ y CII~ ZOAF' ~ xJ RETAIN NATURAL FORM ONE STONE DEEP AND ONE STONE HIGH ON TOP OF THE m 0 14~ x+C pp~ I6H N4 6) 13 IS 10 rER' 14 Io L4 SPRAY WITH HILT-PROOF BASE DESCRIBED ~',IGN'ITEM B' FOR A TOTAL HEIGHT OF > ~i #S LL ~ W x ° ACCORDING To MFG'S APPROXIMATELY ibb' (EL. 15.09. THE ARMOR WILL BE I. CONTRACTOR SHALL CHECK AND VERIFY AL ea Nh ~ INSTRUCTIONS IF FOLIAGE 19 SHAPED SO THAT THE EDGE OF THE TOP LAYS OF WORK AND HE SHALL FAMILIARIZE HIM5ELI AND VERIFY ALL GONDITION5 TO THE SITE PRIOR TO STARTING OF QWW1 o F ' a7 165.13' _ r~ PRESENT STONE WILL 51T LANDWARD OF THE BASE STONES AGREE WITH SAME ILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK O J d U 3 Y~ A MINIMAL EA5TING VEGETATION WILL BE Z N &$'51'02° W o o TIE LINE ALON - ~j (APPROX. ANGLE) 50 THE STONE DOES NOT EXTEND 2. ALL WORK SHALL AND THE NEW YC 1 TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING N N Q~ ~ REMOVED DARING PROP05EO WORK, AND 4a 10$,75' 0 5 8q°13'12" W o HIGH WATER M TIE LINE ALONE GROUND LINE TO eE SAME AS SEAWARD AND THE STRUCTURE DOES NOT SNOT D CODE AND ALL RILES ULES AND REGULATIONS ! I wGH WATER HARK AT THE NURSERY THE EXISTING BEACH. THE STONES AND BANK WILL 3. IF IN THE COURSE OF CONSTRUCTION A CON RE-GULATION5 OF THE TOWN OF SOUTHOLD, O 5 ANY GJOH VEGETATION WILL BE REPLACED y ' "RUCTION A CONDITION EX1515 WHIGH DISA64T-5 WITH THAT AS A5 PART OF PLANTING OF REINFORCED 122.45 I&- MIN. FOR AGAIN BE 5HAPED, GRADED AND FILLED AS NEEDED TO INDICATED ON THESE PLANS, THE CONTRA N5, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE EN6INEER. b pWE. 5EE MOP05ED AREA TO BE REVEGETATED' PLANTS ENSURE A STABLE STONE BASE (SEE NOTE W05 FOR SHOULD HE FAIL TO FOLLOW T14I5 PRO(ED UP To 4' SOURCE OF FILL MATERIAL) A55UME ALL RESPONSIBILITY AND LIABILIT IN THIS PROCEDURE, AND CONTINUE WITH THE HORK, HE SHALL TY AND LIABILITY ARISING THEREFROM. FA( 5E: GAMMRS BAY HIGH, 20' STRllGTION SHALL SLOPE AWAY AND BLEND INTO EXISTING BEACH. `Y MIN. FOR REMOVE BURLAP FROM TOP D. COVER STONE Al BALANCE OF RESERVED MATERIAL 4. GRADING AROUND NEW CONSTRUCTION 5HAL OF GALL FOR A BERM EFFEOT' A5 DEPICTED IN SECTION 'A', (THIS 5. NO FILL HILL BE PLACED 5EAKARD OF THE PLANTS EAWARD OF THE PROPOSED REINFORCED DUNE. 4~ e SITE PLAN OVER 4' DWG) 6. NO DEBRIS SHALL BE PERMITTED TO FALL ITTED TO FALL INTO NEI&HBORIN6 PROPERTIES. M059 3 HIGH b" MIN / IL .1 WITH TOPSOIL a PEAT- 10. ODU&RADE AREA IMMEDIATELY NEE. RESTORE SURFACE ELEVAT ONDOF BEACH TO MATCH 1. DO NOT M055 RATIO BY VOLUME IN WRITTEN DIMEN51ON5 SUPERSEDE SCALED DIMENSIONS. THE ENGINEER SCALE HAS NOT EEN RETAINED FOR 0 LAYERS-WATER EACH LAYER NEIGHBORING AREAS. 60N5TRUC NON. ETAINED FOR ON 51TE IN5PECTION5 AND/OR O55ERVATION5 OF THE UNTIL SETTLED. DO NOT TAMP II. PLANT NATIVE VEGETATION IN 'AREA TO BE REVEGETATED', 19. ANY DISTURBED GRADE WILL BE RE5TORED 1 BE RESTORED TO BACK TO ORIGINAL WITHIN PROPERTY LINES. 60 50 O 60 120 180 240 500 PLANTING DETAIL APPROX. 6,342 5GIFT. AREA (SEE PLANTING SCHEDULE). Q. THERE ARE O VEGETATED TIDAL WETLAND' TIDAL WETLAND5 ON THE SITE. GRAPHIC, 56ALE 6' FOR PLANTS UP TO a HIGH 10. NO BEACH EXCAVATION FOR FILL. NO EXC/ SCALE; NONE L~ 6' FOR PLANTS OVER 4' HIGH PURPOSE OF OBTAINING FILL OR STONE M! 2 FILL. NO EXCAVATION OF THE BEACH 15 AUTHORIZED FOR THE LL OR STONE MATERIALS. of 2 r--~. Y d 0 1013'(REF) IOI 31 (RfF) 136 q' (REF) EX UTL POLE (fORESRODND) S~~II!TT Iii EX U?L POLE NYW22 I'IEX UTIL POLEI III i'(FOREGROUND) NYTIp3 EX UTIL POLE ~ i(FOREGROLhV01 NYi123 (FOREGROUNq) I S I TO REMAIN SJARD RAIL FIN5 &ARO RAIL EMAIN EL. BO' ?L EXI5TIN6 LOW POINT a CENTER III OF ROADWAY, EL. 12.T 2 EL.6A' ~ - x3.5 g pp EL. 4.0' i EL 20 g ~ ~ tlt EL. 2A' E .OD' EXISTIN5 STONE REVET KI5TIN5 STONE REVETMENT (PARTIALLY BRED) TO I RTIALLY EREP) TO REMAIN EL ~D q~ ~q q~ R: D' tlSS tl$1 N1 Al 6Y by So Eb _ SECTION 1B' (FOR REFERENGE) ~ T ~bED ~ t~ ~ $ d o 5GALE. Ya" = 1'-0" APPROX. i10 CU.YD5 OF PROPOSED 40-50 LB CORE STONE :STONE SHALL BE PLACED OVER THE EXISTI146 REVETMENT STONE iTONE RE-E5TAI ISHING THE TOP OF REVETMENT O EL. 4.4'. ON A PERIODIC BASIS. THE REVETMENT SHALL BE INSPECTED AND wECTED AND IF NECESSARY RENO)R15HED WITH STONE TO MAINTAIN THE TOP IN THE TOP OF REVETMENT AT EL. 4.4'. PROP REMOVABLE PARTITION ACCESS IO'Iff (REF) 06R (REF) lOlB' (REF) SEE FOR DETAIL 'A, PROPERTY DWG N02 ' EX UTIL PC L EX UTIL POLE NYTx23 EX UTIL POLE (BEYOND) (BEYOND) NYTQ2 (BEYOND) CONDOMINIUM ENTERAZE %.2 µ,,2 ~ EXISTING 1111 101 EVERGREEN TREES pRpppSEp 8'm INFILTRATION MODIFIED r ) (FORE6ROUND) ARE NOT SHOWN FOR BASIN No.l TO BE LOCATED AT Ig a Ex UTIL POLE Ex15TIN5 ASPHALT DRIVE TO BE MODIFIED WOES OF CLARITY (BEYOND) FULL HEIGHT REACHED GONDOMINfM ENTERENG~Ey~N~oyI WOR.~~y f2.5' PROM EX. CURB (TYP) ) PROPOSED EARTHEN BERM Ex urlL POLE EX. LOW POINT, EL. 2b' ) ExI5TING ASPHALT DRIVE (NO M) i APPROXIMATELY 12161-6 X N11423 RUNOFF FILTERS THROU5H ~ c PROPOSED SPEED BUMP(ASPHALT) 4-T) il' HIGH TO BE PLANTED PER (BEYOND) SURROUNDING LAWN SCRREEyW~TTOP LID L 1 LANDSCAPE SCHEDULE (TYPICAL) H TG 6.6 TO 6 a HEIGHT VARIES PER EX GRADE 7 REVETNENT RBVR0MT, W crN X66 BE 6,4 BC 6b , t25' 125 T.O. BERM a EL. 155 TD. RL 1ORKED REVETHUT SPRING HI6H WATER HARK _ p R.4.4' q 7&.227 EL 60' TO 4 EL. 40 4A' 42x „ L x35 B2~ J TO 4.4 EX15TINO DRAPE WITHIN EL, 2A' - Po E5TABLISHED LAWN AREA TO REMAIN EL oo' FPRO W IRS' H BASIN - PEA GRAVEL FILTER LAYER X I.Tx. ^ m O ~l EL. 2 a f~TW/~7"DmJ REVETMENT B EL 3.1' ExisnxO Zroxep~Mi£11ENT EL OA' CLEAN STONE _ - TOP OF EX. REVETMENT B 1 PERMEABLE FILTER FABRIC MOP05ED RE-WORK TO 0 RE-WORK TO Q=R FROM m TALY MWJ TO R lk x Z LL EL -20' \ CORNER OF PROPERTY E-4 NATURALLY OCCURRING ONE FOOT BELOW SURFACE SOUTHEAST CORNER OF PR AND a PERIMETER WALLS EXTENDIN6 150 L.F. IN A t5O L.F. IN A F-+ ( Q O TAPER SPEED \ PROP05ED PROPOSED SAND FILTER /RUNOFF EXFILTRATE5 (NO FABRIC a II SOUTHWESTERLY DIRECT0 ERLY DIRECTION SEGTION V 1/3~WP!p0CURB ASPHALT5PEE[ ASPHALT SPEED BUMP INFILTRATION BA IN THROUGH UNDISTURBED h-'-2I~' DIA. CLEAN STONE Q S d) 5E 120N O / TA. BUMP B EL ( TA. BUMP a EL 1551 SUBSOILS WITH MINIMUM J RATE OF 03 INCHES CH ° d) 5GALE:Ya" = 1-0" ~~y -1 TOP OF PROP05ED EARTHEN PER HOUR 00 T; " BERM (BEYOND) is) EXI5TING WOO ~ ~ \ A CURB TO REMAIN ~-f- U15TIW A5FW EXI5TIN6 A5FHALT / / - DRIVEWAY Not DRIVEWAY N02 EXI5TIN5 GRADE AT EARTHEN BERMW , PROP05ED INFILTRATION BASIN a EL. t2b' (BEYOND) ENLARGED URGED VIEW ® \ PROPOSED PROPOSED: PEA GRAVEL cI~T T'• 1~ ENGINEER. PROPOSEL 'POSED INFILTRATION BASINpo.I - AS SHOWN R ~F NCW y SPEED BUr .D BUMP EXI5TIN6 NEARBY TOP INFILTRATION BAS oJ2 - SIMILAR SOIL TO REMAIN (LOCATED @ LOW PONT EL 3.1', SEE PLAN) )NE EE PLAN) O ~~9r GOMPAGTION NOTES: 5GALE: NONE REQUIREMENTS 5JB GRADE PREPARATION I. THE CONTRACTOR SHALL REMOVE ALL SURPLUS FILL, DEMOLITION RUBBLE, AND EXISTIN6 SURROUNVIN6 PROP05ED INFILTRATION BASIN N0.3 - SIMILAR . AUrc oNA" vN ono 1'- - lL - , w PERMEA13LE EARTH W2'- Y' a C'LtnN JIrmt I (LUCA'1'Lll L LUW YUIN.l tSL G.4' ~L'C YLA1V) tFLAN) r w REPORTS STATING THAT ALL HAZARDOU5 MATERIALS IF ANY HAVE BEEN REMOVED OTHER UNDESIRABLE MATERIALS SUCH MATERIALS SHALL BE PROMPT HAULED FROM THE 51TE L61NO FEDERAL, STATE, AND LOCALLY APPROVED METHODS AND FROM THE CONTRACTOR SHALL FIN ACCORDANCE GRADE IN ACCORDANCE WITHD 2 m2 _d s PROCEDURES FOR THE MATERIAL IN QUESTION PROPOSED 2. ALL STRUCTURES, BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE. THE GRADING PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING LOCATION OF SUBSURFACE STRUCTURES ARE ESTIMATED TO BE LOCATED AS SHOWN. SYSTEM. THE TOLERANCE OF THIS ROUGH GRADING SHALL BE WITHIN I/2' HIGH TO FABRIC FILTER sFa o~aaas THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACY OF THE LOCATION I' LOW. DURING TH15 OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT pROFE55~0~P OF THE SUBSURFACE 5TRWNRE5 SHOWN OR TH05E STRUCTURES NOT SHOWN. AREAS. S.CH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR JEFFREY T. & TLER, P E. 3. WORK SHALL BE PERFORMED BY THE CONTRACTOR(S) AT THEIR OWN R15K AND DETERMINING THE METHOD OF TREATMENT REQUIRED, IF ANY. LIABILITY. ALL DAMAGE TO THE RIGHT OF WAYS, SIDEWALKS, CURBING BOTH ON 51TE OR ADJACENT TO THE WORK AREA WILL BE REPAIRED OR REPLACED 50LELY AT 2. MAINTAINING DRY 51TE CONDITIONS. ENLARGED VIEN 0 TYPIGAL THE LONTRALTOR5 EXPENSE. WRING PREPARATION OF THE SUB GRADE AND UNTIL THE CONCRETE 15 IN PLACE, 4. TO THE BEST OF THE ENGINEERS KNOWLEDGE, NO ENVIRONMENTAL H42ARP(5), THAT THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN PROPOSED INFILTRATION BA5IN Q J COULD BE AGGRAVATED BY THE WORK EXISTS ON THI5 SITE. AND TO MAINTAIN A DRY 51TE CONDITION. SUCH MEA51RE5 SHALL INCLUDE SCALE: NONE (B) 2x6%10' LG CCA PLANK5 O 5 THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN EXCAVATING AND OR REMOVING PIMPING OF FREE SURFACE WATER, MINOR HAND ANO/OR MACHINE SHAPING TO SUBSURFACE STRUCTURES, PIPING, ETC., DUE TO THE LIMITED AVAILABILITY OF FACILITATE WATER REMOVAL, AND OTHER OPERATIONS TO SPEED DRYING. INFORMATION CONCERNING 511B51RFACE UTILITIES. 3. NATIVE 501E COMPACTION VAI zZ~ V 0C) o 6. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE AREA OF WORK, BY THE CONTRACTOR PRIOR TO THE START OF WORK. THE CONTRACTOR 15 TO MNNTAIN THE COHESIVE AND WHESIONLE55 NATIVE 501L SHALL BE COMPACTED TO 15% AND FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL 100% OF THE OPTIMUM DENSITY, RESFELTIVELY, PRIOR TO PLACEMENT OF FILL. 4x6 CGA P- 4~/x6 GGA P05T5 z Il 11 ~ WORK 15 COMPLETE COMPACTION: PLAN VIEW ),`CHAMFEI yC~HAMFER AT TOP OF POST REMIREO ~Q ~ Q Q ) V Q 1. GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO THE AREA OF WORK THESE 4. THE FILL MOST SELECTION TION AND EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: GATES WILL BE CLOSED AT THE END OF THE DAY WHEN OPERATIONS ARE CEASED (TYPICAL C MYPIGAL OF 4) Q Q Z p] ~ AND THE WORKERS HAVE LEFT THE 511E SAND-GRAVEL MIX (1.5 TO 3% FINES < 002 MM AND LBR > IT), 0 EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE CONTRACTOR(S), IN - A N 0 z (3 ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. -GRAVELY SOIL 0 TO b% FINES < 002 MM AND CBR > 8), 9. GAS, ELECTRIC, PROPANE, SEWER, POWER, WATER AND OTHER SERVILE CONNECTIONS -SANDY SOILS (5 TO b% FINES ( 002 MM AND LBR > 0), o A <w/~ ~ Dl CL SHALL BE 9156ONNELTED, REMOVED, OR SEALED IN CONFORMITY WITH THE -SILTY GRAVELY SOILS (b TO 10% FINES < 0.02 MM AND ( BR > 8), L APPLICABLE REEULATION5 OF THE PUBLIC UTILITY OR THE MUNICIPAL AGENCY HAVING -SILTY SANDY SOILS (b TO 15% FINES < 002 MM AND GBR ) 8), JJRI5DILTION. -CLAYEY GRAVEL 501L5 (OVER 20% FINES < 002 MM AND LBR > 5), q'-O" CLEAR PA55A5E ML U C o Q R PA55A6E Z -CLAYEY SANDY SOIL (OVER 20% FINES < 0.02 MM AND GBR > 5), NHEN PLANKS ARE REMOVED) ARE REMOVED) C/) v Q O .AB GRADE THE CONTRACTOR SWILL SPREAD AND COMPACT THE FILL MATERIAL IN 6 GENERAL INCH MAXIMUM LIFTS, EACH LIFT SHALL BE COMPACTED TO 95% OF THE O Z W AGKEO, NO COW, -ry - - o Q ~9 I, IN ORDER FOR THE CONCRETE TO BE DURABLE, THE SUB GRADE MUST BE PROPERLY OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LE56 PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE THAN OPTIMUM MOISTURE CONTENT UP TO 2% WETTER OPTIMUM DENSITY (x (REMOVED AS REWIRED FOR PA S COI, (TO BE AGE )FOR PASSAGE) - _ _ = ~ d ~ o ~ ~ N WITH THESE SPELIFILATIOflS, USING THE NECESSARY MEANS AND MATERIALS TO AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED BY ASTM PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE D1551. NO RUBBLE TRASH BOULDERS OR OTHER DEBRIS WILL BE ~O FORESEEN. THEREFORE, NOTHING IN THE FOLLOWING SHALL RELIEVE THE & OWED OWED AS FILL MATERIAL IN ANY USAGE. www.dlgnelnycli.com EXIST. GRADE = - _ _ _ W # IL - CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS, AND IN THE END, TO PROVIDE A SOUND SUB GRADE of www calls A6 1AN9 l l.cum I I 9 o~ o 2. USING 501L TEST DATA AT ITS OPTION, THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE CONTRACTOR. IF PROVIDED, THE DATA WILL INCLUDE GLA551FICATION OF THE 501L P 4r'--0 Iii W J Q v z IN ACCORDANCE WITH THE UNIFIED 501L CLASSIFICATION SYSTEM (ASTM D2401). THE 1 I & SONG IG P (for other states) I v I I I ) 800-212-44801 811 1 1^ BELOW UNDISTURBED 5011- (MIN) (MI NN Q SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER R i i i TYPICAL OF 4 S o Ca A. SOILS DESIGNATED AS HIGHLY EXPANSIVE (LH, MH, AND OH) MAY REQUIRE LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. I I SUCH SPECIAL TREATMENTS WILL BE DETAILED IN THE SITE-SPECIFIC BID By law, excavators and contractors working In the For safety reasons, homeownere are strongly `4 Q I I five boroughs of NawYom City and Nassau and encouraged to call as well when planning any I I I I DOCUMENTS IF THE LOST 15 TO BE INCLUDED IN THE CONTRACTORS BASE BID. Suffolk Counties on Long Island must contact type of digging on their property. Homeowner I I B SOILS DESIGNATED AS HIGHLY ORGANIC (OH, OL, AND PT) MAY REQUIRE DlgNet, 1-800-2724480 or 811, at least 48 hours can contact us directly at 1-800.272-4480 or by ELEVATION SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE but no more then 10 working days (excluding calling 811, the national call before you dig F/INOE : I I EXTENT OF THI5 TREATMENT WILL BE DETAILED IN THE 5ITE-5PELIFI0 DKIIMENTS IF THE COST 15 TO BE INCLUDED IN THE CONTRACTORS BASE weekends and legal holidays) prior to beginning number For excavation work completed an any mechanized digging or excavation work to personal property, It Is the contractor's LJ BID. ensure underground lines are marked. responsibility-NOT the homeowner's-to contact 0. THE CONTRACTOR SHALL INSPECT THE SUB 6RADE AND NOTIFY THE ENGINEER Excavatom and contractors can also submit DIgNat Having utility lines marked prior to OF ANY CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT APPRE55EP IN THE SITE-SPECIFIC BID DOCUMENTS. THE EXTRA COST OF UNANTICIPATED locate requests online, through MC. It you do not digging is free of charge. DETAIL 'Al currently use ITIC, please call 1.800524-7603 REMOVAL/ REPLACEMENT WILL BE BASED ON THE UNIT OOSTS PROVIDED for mom Information, PROPOSED REMOVABLE FA 3LE EASSAOE HLr WITH THE BASE BID. THE COST OF UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. SCALE: Yi' = I'-O" of 2 r