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Home My WebLink AboutTR-8314 James F.King,President gUFED( Town Ball,53095 Main Rd. Bob Ghosio,Jr.,Vice-President �� Gy P.O.Box 1179 Dave Bergen H Southold,NY 11971 - w John Bredemeyer �¢ Telephone(631)765-1892 Michael J.Domino 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 Vt day of construction Y2 constructed: Project complete, compliance inspection �',+i 9`s/` _ , ♦.,.'�� ,��{.../p `- C� •i,�`/ '-..��. { _ a`i'r,fir Z'• %.:+ `•t r..1 `:��1. I- o it mil." i - - �15. :• BOARD OF SOUTHOLD TOWN TRUSTEES _ � SOUTHOLD,NEW YORK / PERMIT NO. 8314 &'8:314C DATE: OCTOBER 16,2013 ISSUED TO: CLEAVES POINT CLUB & MARINA,INC.. PROPERTY ADDRESS: 2820 SHIPYARD LANE,EAST+MARION g, SCTM#38-7-15 AUTHORIZATION Pursuant to the;provisions of Chapter 275 and/or Chapter I I I 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 �V` authorizes and permits the following: ' Wetland Permit to construct in the westerly portion of property situated between 11 existing rock revetment and dock,aad�Jandward,ofspring 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 '�of with appr9ximately,..489.cubic yards of sand fill including+/-389 cubic yards on-site excavated . material derived from armor stone installation and+%- cubic yards sandy till 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+/- µ, 197' long.x+/-1' high earthen berm consisting of approximately 36 cubic.yards of topsoil; and , install 8' diameter x 3' deep infiltcati.9i}basin west of the+/-12'wide portion of berm; and as depicted 9 Ahe site plan prepared by Jeffrey T.Butler,P;E.,P.C.;last dated October 15,2013, IN and stamped approved on October 16,2013. 3 IN WITNESS WHEREOF,the said Board of Trustees hereby_ causes its Corporate Seal to be affixed, �t and these presents to be subscribed by a majority of the said Board as of this date: 02 y s '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: 1. 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 ��,oF so�ryo Town Hall Annex Bob Ghosio,Jr.,Vice-President �O l0 54375 Main Road P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q • �O Telephone(631) 765-1892 Michael J. Domino O Fax(631) 765-6641 �yCOUNTY,� . BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8314C Applicant/Agent: 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 +/-9'wide x+/-197' long x+/-l' 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. o'er ' BY: James F. King, President Board of Trustees. James F.King,President 4�1OF SaUjyol �" Town Hall Annex Bob Ghosio,Jr.,Vice-President O,_ 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer �' y© Telephone(631) 765-1892 , Michael J.Domino D Fax(631) .765-6641 t BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-16 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 +089 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_� ILENE H. BARSHAY NOTARY PUBLIC, State of New YorkNo. 02BA4940733 1I�aQ�I, Qualified in Nassau County Commission Expires July 18, 20 Notarized signature of owner of record 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``��F SO(/�yOl Town Hall Annex 54 Main Road Bob Ghosio,Jr.,Vice-President ��` P..O.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q �Oly� Telephone 1) 76 -65-1892 Michael J.Domino �y Fax(6356641 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, 2 1 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, James F. King President, Board of Trustees James F.King,President gOFFO( Town Hall Annex Bob Ghosio,Jr.,Vice-President �Q�O �C G 54375 Route 25,P.O.Box 1179 Dave Bergen y Southold,NY 11971 John Bredemeyer �y r► Telephone(631)765-1892 Michael J.Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: �—CaSul:EAak -&r Ole ftves EbIn4- C!Ub-i" A4 �hC Please be advised that your application dated ZD It3 has been reviewed by this Board at the regular meeting of 3 and your application has been approved pending the completion of qhe following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 st 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 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 I xtended 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. OCT 1 .6 2013 Q'i1il:[; iiJStc'S • 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. OCT 1 6 2013 -TOuihald Tcotr. ar f Trus ee I _ bob r _ � iilll 1 �aaru, �. ... ��=�� _ _" _-- „�. _ _ _ _ _..�. , �' ` -.:-..w.��-- -s. r� �� z� -W� � t ', �-C G��,� � � �� i �'� C','-c 3 11 40 � K t -NA ✓i fir€ t Nv e' •pro �k O Page 1 of 7 J. Kent 2195 Shipyard Lane, ._ East Marion NY 11939 Phone: 1(631)477-6118 Email: jkemail.pobox@gmail.com OCT 1 5 2013 October 15, 2013. 5outhoid Ibii 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 RE-EHABLI511 TOP OF EXI5TIW5 REVETMENT TO LL.4.44. E6R Tffi'FVRla 5 0 L IMI TI NA SrOnM DMNA6E VOLUME APPROX: i10 G1�Y05 OF PR,oP05ED 40-50 LB GORE STONE HALL BE PLAGED OVER, THE EX15TINO REVETMENT5TONE, PERIODIGLY, TIE. REVETMENT WILL 13E IN!5PEGTED AIV IF NEGE%ARY RE*0JR1 HE[) ATIC STOKE TO MAINTAIN THE; TOP OF REVETMENT AT FL. 4.49. 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 4 of 7 PHOTO 1 PHOTO 2 z : �- r' •t ' law 1 Page 5 of 7 DISPLAYED NOTICE—CLEAVES POINT CONDOMINIUMS A Wetland Permit and a Coastal Erosion P construct in the westerlye, � Otto portion of property seated between existing rock revetment and dock, and y h water/tidal w '� of spring high wetlands a +1-23' x +�-� � reinforced dune consisting of approximately 276 low feet of 1 -2 ton armor stone over core stone n filter cloth a i(p rt ally excavated below existing beach grade), covered with approximately 489 cubic yerft of sand fill including +089 cubic yards on-site excavator material derived from armor stone installation am : . ^ WTICE IS HEREBY GIVEN that a public hearing will be held by t• , 50UTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. A Wetland Permit and a Coastal Erosion Perfirt10 construct in the westerly portion of property s ojw. OF RECORD: between existing rock revetment and dole,am;,, ON E R�S� of spring high water/tidal wetlands a•1-23'x - W reinforced dune consisting of approximately 276 km' w CC, ink'Cr I(A6 ��a� )"oe . feet of 1-2 ton armor stone ove,corestone r. . CI�aveV filter cloth(partially excavated below existing beech grade), covered with approximately 489 ajoc Wo d SUBJECT OF PUBLIC HEARING. sand fill including +1-389 armubicyards taiiaon-*exce»led material derived from alma•stone!nstaitatas"+•,M oX yeas sandy fill to be trucked in from an approved upland source: and to be vegetated with beach grass and native shrubs;aiorg eso* XWly**and landward of C E.H.A. boundary. construct a +!-9'wide x +1-197'long x +,-1' high earthen berm consisting of appro><t+nI"X a,bic yardsof topsoil;and install 8'diameter x 3'deep infiltration basin west of the +1-12'wide portion of berm. TIME & DATE OF PUBLIC HEARING: G sdlnesl.6 . O�}�,be r 1�v Rot ,3 . odor�o o�bov& �' 3vt If you have an Interest in this project, you are invited to view the Town Weis) which are available for inspection to the day of the hearing durinq nor►nal business da s between the hours o�rior 8 a.m and 4 m. Page 6 of 7 NOTICE PROVIDED BV 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 7of7 F7— EX.GUARD RAIL TO REMAIN 2.1 3.0 EX.BULKHEAD W — TO REMAIN o W 3. 4_4 0 A�� y 4.4 a+ Q / D EXISTING STONE REVETMENT TO BE REWORKED (THI5 DWG) pw', r r 3 u� AREA OF WORK. \4� //• RE-E5TABL151-1 TOP OF EXISTING REVETMENT TO EL44' X}LL FOR THE BEP05E5 OF I IMITINC7 5TO M DRAINAGE VOLUME APPROX. 110 GU.YD5 OF PROPOSED 40-50 LB GORE STONE C�q SHALL BE PLACED OVER THE EXISTING REVETMENT STONE. F; a PERIODIGLY,THE REVETMENT WILL BE INSPECTED AND IF NEGE55ARY RE+*IOUR19fl?WITH STONE To MAINTAIN THE TOP 0 OF REVETMENT AT EL.4.4'. Cc ' PARTIAL SITE PLAN - AREA OF P40RK ui 07349'3 P� NOTES: I.ELEVATIONS ARE REFERENCED TO NAND. 1988 DATUM D C E -E I EXISTING ELEVATIONS ARE SHOWN THUS; � - n OCT - 7 2013 i w a o MENT 6 EL 3.1' PROPOSED w i l:i ?,r p f 4ORTHEAST CORNER OF 50'5")H ZEST ALONG Q Q Q APPROX. ±10 GU.YD5 OF PROP05ED 40-50 LB GORE STONE dd 43 I SHALL BE PLACED OVER THE EXISTING REVETMENT STONE o m RE-E5TABL15HIN6 THE TOP OF REVETMENT® EL.4.4'. A p ON A PERIODIC BA515, THE REVETMENT SHALL BE p 4 $ m INSPECTED AND IF NECESSARY RENOLR15HED WITH STONE O _ QO TO MAINTAIN THE TOP OF REVETMENT AT EL.4.4'. O T.O.REVETMENT®EL.4.4' - EL.4.0' SPRING HIGH WATER MARK p.iE Q !a L.22') ETMENT �REMAIN •:�:'•:•�I�;;'0.,0'.''•. PAC-7E leaves Point Club and Marina,Inc. 2820 Shipyard Lane, East Marion SCTM#38-7-15 10/9/13 AIi _ GNP- `- Cleaves Point Club and Marina, Inc. 2820 Shipyard Lane, East Marion SCTM#38-7-15 10/9J13 i • *' � � .. .. - .. - • _. � •a..,� _ �. _ — '� `ter r ` . osuFFotk James F.King,President �� O P.O.Box 1179 Bob Ghosio,.Jr.,Vice-President GS Southold,NY 11971 Dave Bergen y Telephone(631 765-1892 John Bredemeyer Fax(631)765-6641 'Michael J.Domino Southold Town Board of Trustees Field InspectionMork Session Report Date/Time: Ah 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 +/-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.W.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 Types area to be impacted: saltwater Wetland Freshwater Wetland Sound Bay Distance of prop ed work to edge of wetland Pa of 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: �`�'' �l C; a` C� eV Present Were: J. King B. Ghosio D. Bergen, J. Bredemeyer Michael Domino D. Dzenkowski other Form filled off,in the field by Mailed/Faxed to: Date: Board Of Southold Town - Trustees ' SOUTHOLD, NEW YORK PERMIT NO. ... DATE: June 2Za...20Qb r ISSUED TO CLEAVES POINT CONDOMINIUMS _. ........................_........_................................ .........._._.................................... Pursuant to the provisions of Chapter 615 of the Laws of the.State of New York, 11891; and Chapter 404 of the -Laws of-the :k State of New York 1952; and the Southold Town Ordinance en- titled_•"REGULATING AND THE••PLACiNG..OF�08STKVC;�I NS IN AND ON TOWN WATERS AND PUBLIC LANDS and'-the REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS.F$OM LANDS .UNDER TOWN'WATERS;!". and in accordance with 'the Resolution of The Board adopted at a meeting held on .June- 2�1_ 2006 :_, and in consideration of the sum of $5QO 0.0............ paid by Cleaves Point Cvndomini4�n�................................. of ..........East...MarAort.................................... N. Y. and subject to.-the Terms and Conditions listed -on the reverse side hereof, of Southold Town Trusfees authorizes and permits the following: Wetland Permit to place 200+-CU YDS of clean light-textured sandy soil to create a dune-like feature 120+-Ion ' wide, planted t h native species and such vegetation as recommended in the her planting plan dated 2 ed 6 1/06 and install a rock revetment 40+tcontrola long and W-12'wide for erosion nd all a CS 'depicted on the plan prepared by Sea Level Mapping and annotated 6/21/06. all in 'accordance with the detailed specifications as presented in •the originating application. IN WITNESS WHEREOF, The said Board cif Trustees hare- z by causes its Corporate Seat to be affixed, and these presents to W subscribed by a majority of a said Board -as of this date. V leg . . i TERMS and. CONDMONS Cleaves Point Condominiums at East. Marion .:..,.- - N. Y ss, p . the coad&ratioa for the isivanoe of the Permit'does uadentand and prescribe to the fo1= t. Jim.-ti),6 said •0oSrd of Tirustees and the Tows of Southold are trieged front any *bd at damages,•or dames for-damages of suits arising:dkeolly'oe h dko4y as a crauk of any opt- Rica'. perfoaaod..pursafaa�t: :.i1 .pepppll...tznei•,the d wt,ials•or-bet own 0440te. defend any and all such sults`inldated.:by'third fatties, and the said#'enagwe assume fvfl ilsbdilty . . with atispoct thereto. C9-th plete•exclusion of t1bo•Mard of Te wu* of the Torun of SoodwI4. : L Thu this Pet" it'wnd for a'tdod of 24 -cm wretch•is db'psklet d to be flit' estimated do.-required to oompletc the wodc inrolv+ed,but'ihould dr&Wwaaoa waar=4 cequieA for an extension amy be made to the Board at a later a 0c. - ` 3. 711at this Permit should be retained indefinitely, or as long as the said Pecmlaee wlshii eq.Quintain the. structure or. project involved, to provide evidence to anyone concerned that aittli- : Edon was originally obtalfted. . 4. That the Rork involved will Be subject to the kgection and approval of the Board or its aggats, and ooa-complLwce with the provisions of the originating application.a ty-be auise'fot edrocadon of this Permit by resoludon of the said Board.. S. Thu theft will be no unreasonable interfertam with navigation. as a result of the wodc berdn withorined. 6. That there shall-be ao interference with the riot of &e puNk to pass and repass *lots$ the beach between high-and low water marks. 7. That if future opecadous of tha Town of Soathpld xquito rho.temo d aacl,/oc alterations I in die lgcs l of the wodc herd*'aathodz4 or 14 in the opioioa'af.tie.Bostd of Truftes„ dw.. wotic..shau cause anrwisoaable obstrawoa to free savigadoa, tho utd PetwIme will be reg4dred, Von due notice to crmxe or *lot dils rwodc or project hetdn'stated wNxW vzpeuses to the Town" • bf $atdiold 8. That the said Board will be nodfled by the Permittee of the coaqdedon.W the work prized: 9. That:the Pbnmittee will *bWn•all other pen alts and cKwwte'•tfi*t azh► be required.. p1emead�l t+o:d* Qeraalt.'widdt m#y•be $abject to reroke Upon ftilaee t>o obtain.sama �' -- .... James F.King,President ��oF S�Ury� Town Hall Jill M.Doherty,Vice-President ,`O 53095 Route 25 Peggy A.Dickerson P.D.Box 1179 Southold,New York 11971-0959 Dave Bergen John Holzapfel � i� Telephone(631)765-1892 C,QUNt`�,� 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-NRCS 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) _X_ Muff restoration through a re-vegetation plan.is a necessary s-peeial 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. 2 James F. King President, Board of Trustees JFK/hkc Topographic Map 4 APPROVED BY N Prepared for. Cleaves Point Condo. _ w � surveyed:03-29-os emu,L,,,e [:BOARD OF TRUSTEESPart of SCT#1000- &7-15Town:Southold 7.1 WN OF SOUTHOLD Suffolk County,NY Datum:Low Water 72 DATE G/2 i p Tide Range:2.6 t/- 6.3 7.9 6.6 8.0 Bldg.3 5.9 6.6 6.4 6.1 7.0 7.9 OF alp ? 5.6 6.3 7f 76 0� 8A 7.7 _ 5h 6.5 7.0 7.5 7.7 73 5.6 6.6 1 7.6 5.9 6.0 63 7.1 5.4 5.7 62 -- 6.7 70 68 .7.1 JUN 21 2W6 PROPOSED PLACEMENT OF 2001 CU YDS OF CLEAN LIGHT TEXTURED SANDY SOIL TO 6.6 CREATE A DUNE-LIKE FEATURE 120't LONG 79 zt 5.6 % 65 6,6 5.7 :AND 154 WIDE,TO BE PLANTED WITH NATIVE 6.7 SPECIES AND SUCH OTHER VEGETATION AS 6.5 6.1 9 70 RECOMMENDED IN THE USDA-MRCS SUGGESTED 6A 4'PLANTING PLAN DATED 621106. 6.3 6.4 62 6.3 6.t .....`` 5.1 5.7 6.4 5.1 5.5 6.0 6'4 6.4 6b 1 THIS MAP,PREPARED BY SEA LEVEL MAPPING A 63 ' 6.5 IS NOT,NOR IS IT INTENDED TO BE,A SURVEY 5.4_ 6.1 AND WAS ANNOTATED BY JAMES E.FITZGERALD,JR. 3542 Stake 5.4''•., 6.3 6.1 ON 6/21106. 1.9 --------- _ 4.0. 0.7 13 _- -'- 7 _ 5.7 PROPOSED ROCK REVETMENT .6 5b 5.7 _ 49*LONG AND 8'-12'WIDE a3'---- 0.7 ---72- 6.4 0.7 1.0 ' 1.9_ _ ke 0.9 6 Rock 6.3 6.6 6,5 ..4 d2- 1.0 Revetment ' G -02'-�f 0'a 1s � 05 r., - t.t 1.0 0.7 _p,j'-.___- EXISTING ROCK- a j - 0.6 REVETMENT 02 _0 0------------- h e o:o'- 05 ------ - L7 S 0 3. CORPS OF ENGINEERS DATA PROJECT PLAN Q y Application regarding the property of S E A PURPOSE:Place clean sand fill for dune restoration Cleaves Point Condos,SCTM#1000-38-7-15 LEVEL and install rock revetment for erosion control. Represented by MAPPING PROPER PERwr SERVICES P.O.Box t 538 DATUM:MLW P.O.Box 617,Cutchogue,NY 11935 RKs taed,W 11801 IN:Gardiners Bay AT:East Marion James B.Fitzgerald,Jr. 631-734-5800 ROBERT 1L FOX COUNTY:-Suffolk STATE:New York June 21,2006 NYS PLS*50107 s9o:aze aoaaou+ L.'3UfcIM�fRc �p / o cP y/o e / o / Jo/ 9Papgsra,R45�niPG 9p P.isnYP Bur.oWPs P�s�¢srnra4 vxis.nm 9¢.cks< srua .P pug ecrr.usreuorw.l ca¢a sa r wa Admirt \\�• wpierco.�n, ¢4 cr�cur W ewc i�uv6¢Bon,upp¢.- {[n+R wcrs.E snit suiu�� In la, •_—.__r Courts 4 � •o F't\ Bldg I Bldg 4 Bldg.3 Bauch (5.F�¢...... psB—,�oov. sna rwro+<.rvy. r 5 lr�i a..wn�aa m.n"y v 0¢aW iuG:ICZue P65vvrraI Br wP—"4 n,Pu / I ° \\^ �ep,aa¢sy Eun�i.m�an<p.o d m a.o�pw¢r p.alp 4'm�¢oum�� iA¢auu.d au¢.resrs evm ua ao eeo <mW.a��sax t Fra¢a {.f ./ _ _ C s..cn¢c Bxx¢usrnu,r GARDINERS BAY EZ� SITE PLAN k a� mco rh._PQSD RE-SIDING DECKS 8 -STAIRS REPLACEMENT AT CLEAVES P01NT VILLAGE CONDOMINIUM ASSOCIATION ,B—,.^wcH -1R20 SH'?YARD LANE.FAST MARION N.Y 11939 S.C.T.M. 1000-38-7-42,8 8 38-24,4.5 sue.¢r•W..., w 2r�ao¢�aaos r"y 0 James F.King,President Of so�ryo Town Hall Annex Jill M.Doherty,Vice-President 54375 Main Road Peggy A.Dickerson P.O.Box 1179Southold,New York 11971-0959 Dave Bergen Bob Ghosio,Jr. Telephone(631)765-1892 �,�►� 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, . 0 57 James F. King, President Board of Trustees JFK:eac James F.King,President "of SO(/Z,0 Town Hall Annex Jill M.Doherty,Vice-President 54375 Main Road Peggy A.Dickerson P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 Bob Ghosio,Jr. Telephone(631)765-1892 `iy'vv111 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 SCTM#38-7-15&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 7 Board of Trustees JFK:Ims I .�yu,<mgrasrLL srsle _ F•h' .L ZOIJif IG.ANAL�S'ISf: .glL1.:tl11rLTutr:llO.vB 61 NNAl. 6'n'YRI�L+/a�.J--��•��w„�� '��' REFERE LE:z(JNING,N D,1,0RIOOLD THE LODE' 1VOgY�^Ltl��-^S_-�PJunny.'m!lR:Lma_ 6)7[L:uPmj�. THE TOWN CF SOUTHDLD . M'IMafmL.Ul3�LP.4C-fP"uAK 4.HW.PRW'� /!�[�LLL.ARS]Yf1IITPflIV I ` •p1.t51P1L4ZT2i,[>=P] +:nFJIS%/�f(5)A>_PPCIN(daDRI»AIS®.rf-'f�TiYti Tli :�. SITE: AREA:Pi.1�6EM5 P.ESIDENGE MSTRIT.uV6V�J9S1.Y2V•dti lLL2 . + wPREA:}TGS"Co. OR T.,Suo T"'+`y4s uDTLD'pPGE: E:REF.P+pFING bBVue su+E E�M� tN)C C0rt0q'•tO19r7bYPeRM)LC'A�K1x MDIZL...Taa`NGDINRIWTNgTsaL7i.. r .FROfiiS£0 l)Dur3u,...r„s�.fQ]q'jy `. 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OFF•ST-T ..I. e REF PARNIN6 dP' M„TP�aMQ�.wPA L•��4aG I �• .I / /�j'_iL \/y _ ( JLX SOHEDV EI' p15TL?wTI�MYr y IL XTPI•F IAiO f G ^I l��-\' •`"" '/�/ Vt , -- PARKING' REQUIRED:49�'S PYELL..I.Mf}R ., � •�• \ �� (. 1��j / � .: PROPOSEoi V LO.RS 1>.F[GOY G=t+L ay-cYFTIc,+ r/s%�W, .•r \_ DM1s�wT "' .ra s git7 d u _, // i \ =n. a I ♦ 4 cn0.5 access.-PJ_Dc, K2A6 Gxrr•H4Hn d-c•b rPa-LS•.IT5.2 y� nl 4 I 1 / V 1:y,.dr [5 SET 04=XS (REF.PNV 0:liG BUI E ) I . Ia:.X.eccFPxvA L^Gb�ai Rxvz-YL2T eHc+H - � .� '�I`. fPONT YARD:REGUI ED 50 .SSc9 O.Au.KCK'iLi•Pl0 vI]H i'_:r c i� - /+.� /; \/J// mot O -T Ic\ I pppPOSE Eb.2D 52PTK_.+r•CS.L.M a a PSTGIF:V]IGN r THH � 2 I I L;� I'(2,. / ROP.OS D!A �[.A'Tc oFLCc�+N AOVR DUI - - � °V 3H' •A 1 'BO]H of GAEOVIRED JS ( PROPOSE (00 )1 oresand9P c.u�a'ay...c..]:% • _ _ � -FEr .REQU u�•.e,.sr.-y.e+S swza,.�gixo•�,v-v..w«+�H..R.�..�L•:,L-:+,w� 2�� ___ I� � ? / � K.:. _ I D0� f Cr ClAwnf/PT.eu.•sT emio-15A'>. , I •• � `1 ., � � >L ''S -PROPOSED 00 _ PForoC aeal)U-G•¢x3'-d4L'-N 4a+O CC�L~i[.Yn._nn9,fsLAse-ILvI I •f - (n',a _ _ I DI OG HEGHJ(R RWNGYbB4 ). . . ••`' v / y .;/ � 'e•.wnw - .]<''\ cISTI.CVKYJ a:Y<Y.I: V I 4 f 'r)� I � � •�/�V'� N �,f% I .. !G 1P_ '.- f_ PO 0'S 20 �e-1 41 uearaT'.a-/O e.+L. � i 1� � F• I. I _ I ems, ` /,e•„ >r.3id w.I S_��=G IY,"..a.Y �: "�IL�.J7�+L-�- 1�._'' 1 �i"• s /1 M� SQ- _ 'l \ TaRLr/-+.l+t '.ec' .4b•.'+�--4�0¢ I (�. I I -- �� / f 4YY2!! ; 5_y T ; . mv=r�:.uwrtzti.e`sx-z�..i-rn+:7Doa.a4=LV Lu,w�6)eev,•..uwr{,.r<,.r I,I; �I I ��a,, `..r j� /. � 1 a. a _.s+ _ ) v2..8=o•w..4=o•wbu. •I I ten.-- i:�` /: -_ _ 1-4 1 9.K 81 4 - rr.rc ua.e-.Lri n�xrewTm<mc.,w-r__es'•srw�..+a=�i Av_-,�+ .i Ii ' I a_-.�+_ B II. uG 13.I�I •e�,�'�I \ rd��+P��. b /- / W aM 1 D a: L' z eorriir+I mrnco Xi,-ro ec uo .,_.�..±u,v-o D,`.:.rr -lu,rw _ %,.,,C�E.1' •6e-I�..I k' �J f' If�. Q .94_. oKwurr rive Frre.:R1 en+.:L•1 1 „I I'• I{ 4 I• D s _••,H "/+ i i/ t NERCrK ceGf.F"(1 TiNG TP GYaN4 �,l.' - _I`� `` �_11��_'_ I`.__; --r'--� rl •�•; 2).. P�wL+�wcr:,axe�arswn+ ! I 41Rcns cr_c ```- ---------- _T 9 i'/ 0 J __S_�p A__ ------------ vY.i ---- o - . .rtns _ / _ ✓ n R ` C Y .N I G M lN---nlg_ - - _-1'EwbSD S a°j P J, r Ha.O �crsVNl'.Y.P.onKO wvlSw ly .tM'(L,IR.y�' 4.. - .. N E •� KONTOKOSTA ASSOCIATES EN � . s, ® ' ' GINEERS&ARCHITECTS.4]WEST 54iH STREET + 1 .. .I:EW.YOR, CITY •.�. -_-__SM.nww/wmtaL LWue.. �. , .Slot � {.. '�PROJ_PROD • .. l .. _ �.R.e'lcmrn l.a•Y 72.mB erroPc iuvl.vc.urri•,n wns•.awwx c� r�,r n,o'n+.r,ra/�arv,n?>v,JAelnzJ<e. ;. . yA�olNees "--",.awTo P.( ' C :SITE 4EVELOPMEN7 PLaN i why z .' - .. LOCATILTI PLAN .. •�R^E f IEED�1..N`Ir �DL;'.. 77 7V 31w W .,-S, NOTE:Al existing decks,stairs&footings to be removed r before installation of new decks. It IL 64- EXISTING BUILDING i NOTE; All exterior material to be removed to plywood substrate A, Y-W at '4 7 c: 0 Ln E gc:tq I ocio 3 S.0 U9 FIRST-FLOOR PLAN X HUHLDHNG2 1 * 2 cn PROPOSED RE-SIDINC,DECKS & STAIRS REPLACEMENT AT CLEAVES POINT VILLA GE CONDOMINIUM ASSOCIATION 2820 HiPYARD .LLANE EAST N ARION N.Y.11939 occr mm,.sn ca+F ac:.a DELk��'� v.a:.,v�pE m+ani+caun�o xnp swpa rv:PeVm. ti•-c n A'n�u W^p��cu4CV D4L,c EXISTING BUILDING NOTE:All exterior material to be removed to plywood subsIrate. vlko 12 s g u Q �) c E r 0 z L SECOND FLOOD PLAN �PROPOSED RE-SIDING DECK 8 STAIRS REPJLACEMENT AT a ��( ��(�� CLEAVES POINT VILL/,GE CONDOMINIUM ASSOCIATION v J� 2820 SHIPYARD LANE,EAST M RION KY.11939 sEa E '•)D' 12.—°ev 42- F 71 NORTHWEST ELEVATION ■ F1 r SOUTHWEST ELEVATION =7cZ14 F77M i ElIn [111-EQ Lil p SOUTHEAST ELEVATION NO`rE:NO TRIM TO WINDOWS 8 DOORS-CORNER BOARDS ONLY V--=u E NORTHEAST ELEVATION BUaLDKNG-B lo 2 ;E POSED'RESIDING DECKS ��S REPLACEMENT ENT AT CLEAVES POINT LLAG CONDOMINIUM ASSOCIATION A-3 _a _T NOTE:All existing decks.stairs 8 lootirgs b be removed before installation of new decks. r illy I I Y I " EXISTING BUILDING NOTE All exterior material to be removed to plywood substrate NOTE: relocate light fixtures supplied by owner. 'a b rur v.. r D6Gt ur. Dfrx ofcC 6" � 9-O I� T 7� � - 0 z Z � .9 FIR T FLOOR PLAN bo•_,y• �,.-�- 3o z PROPOSED RE-SIDING DECKS & STAIRS REPLACEMENT AT CLEAVES POINT VILLA 3E CONDOMINIUM ASSOCIATION 2820 SHIPYARD LANE,FAST M RION RY 11939 sDu.c •_ra mrr. if aa�u.=y acw z I - - FF PM r Fll L=01 F=-, I Fr--,q Ffl EM PM Ed FE-1011 FF R[T-11 ri I m' ' IFT-ill IFFIFT711 Hm f Tu I NORTHEAST ELEVATION NOTE:NO TRIM TO WINDOWS &DOORS-CORNER BOARDS ONLY EDDR KWOUIE I' IIIMFN II I -FT.I! I! - --_ c.. -PAR — — I� ® ' ®I ® I ® ® ® ® ®i�l ®• ®II ® t�' �,® I®I � � it v ly was SOUTHWEST ELEVATION ® T ® 01 Flo a i - SOUTHEAST ELEVATION (NORTHWEST ELEVATION SIMILAR( � % m PROPOSED RE-SIDING,DECKS d STAIRS REPLACEMENT AT pD¶'S��}� ��`��('p � Z CLFI+VFS POINT VILLAGE CONOMINIUM ASSOCIATION �U IJJi �`��j 2fi20 SHIPYARD LAf�,ElST MARIDN.NY.17939 eu�A.'_a arc n a.u..y vow , 31"I'V NOTE.All exterior decks.stairs &footings to be removed before installation of rL-w decks. qw, rr sr N X v EXISTING BUILDING NOTE:All exterior motenal to De rerncvtd to plywood substrates relocate lights.fixtures supplied by oNner 0 Yu < 0 '0 LA E a) -0 FIRE[ FLOOR PLAN D3 PROPOSED RE-SIDING,I)ECKS & STAIRS REPLACEMENT AT L-OILMNG 4 CLEAVES POINT VILLAGI: CONDOMINIUM ASSOCIATION 2820 SHIPYARD LANE.EAST MIfION N.Y. 11939 1-o D— ED 10 ED JI, 7 F mi ll F11, -7 7 17711 TFIMI 17771, 1171111m 171-M r I IF Mal NORTHEAST ELEVATION Ell F11 NORTHWEST ELEVATION L --ILM= IM -P FT-T M111-p I H n-g- ELI LZI - -I - ! I TT SOUTHWESr ELEVATION < F-I SOUTHEAST ELEVATION z PROPOSED RE-SIDING DECKS & STAIRS REPLACEMENT AT CLEAVES POINT VILLAGE CONDOMINIUM ASSOCIATION IUMDENG 4 2820 SHFVAFD LANE.EAST MARION NY 11939 va NOTE:All exterior decks,stairs &W. irxls to be removed before installation of ne.decks. S-3 Mit EXISTING bUILDING NOTE All exterior maler:GI to be removed to pl�ivood subslrate. Note relocate ligHs,fixtures supplLed by owner. LID L C S F� E z FIRST FLOOR PLAN of PROPOSED RE-SIDING DECKS & STAIRS REPLACEMENT AT 3UHLDHITG 5 CLF,'.VES POINT VILLA3E CONDOMINIUM ASSOCIATION D) 2820 tHIPYARD LANE EAST WRON N.Y. 11939 SCALE D— T.A.Ay 2-q 2o-_-a,: - 30'-4t,- Ik NOTE,All existing decks.stairs&footings to be removed before installation of new decks. ff X Drat ocrc X EXISTING BUILDING NOTE All exterior motefiai to be removed to ply,rcd substrate. .7 7 'P relocale lights,fixtures supplied by owner. o iz u) o Iz, '5 7di FIRST FLOOR PLAN cm PROPOSED RE—SIDING DECKS& STAIRS REPLACEMENT AT MM 2 R-I LD) "UM" 6 CLEAVES POINT VILLA3E CONDOMINIUM ASSOCIATION 2820 SHIPYARD LANE,EAST M RON NY 11939 A-I 16) ® ❑ ❑ ❑ ❑ ❑ 1 — - i NORTHEAST ELEVATIGN �r.e•.•....rahv) NORTHWEST ELEVATION �..___._ ��- �. �� •w..... -c s..�o -I a uw.v ra c a pce u.a. ,- -. - I I I I 1 F q1 q EMU Noll 1 SOUTHWEST ELEVATICN ®R•a.e f I 4�. a 0 i ® � ° ❑ ❑ = SOUTHEAST ELEVATION rn PROPOSED RE-SIDING.DECKS&STAIRS REPLACEMENT AT U v �� Z CLEAVES POINT VILLAGE CONDOMINILM ASSOCIATION D11 `u-' Fm- 2820 SH'FYAM LANE,EASE MA ON NY n939 a...w.,a o.><,r a4.��:y b sw.•-:". p., CLEAVES POINT CLUB AND MARINA,INC.,2820 SHIPYARD LANE,EAST MARION EC S E PO 2013 i J Figure 1. Looking east from landward end of dock along shoreline and location of proposed reinforced dune. - _ - '�s T r• _ � _� ` �� ,',e�I ! ice♦ +', K�►1 _ � t � ,�, '�•\...1 � ,gyp '�� . ;i Figure 2. Looking west from westerly end of existing stone revetment along shoreline and location of proposed reinforced dune. CLEAVES POINT CLLIS AND MARINA,INC.,2820 SHIPYARD LANE,EAST MARION Y' Figure 3. Looking northeast from dock and Gardiner's Bay at location of proposed reinforced dune. Figure 4. Looking north from beach over previously installed bio-logs and location of proposed reinforced dune toward condominium buildings. CLEAVES POINT CLUB AND MARINA,INC.,2820 SHIPYARD LANE,EAST MARION .K ♦. M Figure S. Looking north from beach at easterly end of existing stone revetment toward end of Shipyard Lane and location of proposed earthern berm to be constructed along easterly property line. L � � Figure 6. Looking northeast from the end of Shipyard Lane toward condominium buildings and location of proposed earthern berm to be constructed along easterly property line. CLEAVES POINT CLUB AND MARINA, INC.,2820 SHIPYARD LANE,EAST MARION Nor 7-1 Figure 7. Looking north along easterly property line at location of proposed earthern berm to be constructed under tree canopy. �t or k 4' Figure 8. Looking southwest from Shipyard Lane toward location of proposed earthern berm to be constructed under tree canopy along easterly property line. osxow At xaw r A O�xbot .91, f1 U ♦ J 3 ,]eU IM1CM_ e_ ,� •"�• as P♦ 9P `f, .o. ,1112 P ,vnx vt a211 ^y y P MaMr9 P lUM1 h P `°� f r� SEE 8EC N0.,]x 9d1TMOtD r/ xxa. y ., F� P♦ O . as P, P 061a01 ®� d eEE eEG rq.wx • O P^ P Pa q.P �! e1 �a 9e N. of 2 u,�amrwr�x 1 P`o ' souman �♦ P C P P toe te.tx P P F 4 '4j ♦, FOP 4 4 P - te�, a� 9 toa � 4 q +on t on O mua1e � ee caw.r.e.�caoa X au.n,ar e� _� . ^ "a•u�, �\, b pa..o�nw 'w:aw`ao. sEE sEc.r+o.,m ��mte,iaa. Cp Sr P.D.85 .TICE COUNTY OF SUFFOLK © e <. swnaata sEcnoe rro r o u___ __ _ __M__ Real Property Tax Service Agency r f]nM � � ra rautnrty areatm ry1 xr. .an r r rr .r.wra w.vwsw rmanwm[r r.°Y°cr v1K a o a na wa mert.trw,EmxE.¢xer P 'aa m Iw1 PHl1PESlvum OFFICE LOCATION: OF SO(/ryO MAILING ADDRESS: Town Hall Annex �� lQ P.O. Box 1179 . 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) CAW Southold,NY 11971 Q Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUMCE D '....A._ _ OCT 1 5 2013 To: Jim King, President oar 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 O%OFF04/( � eel Peter Young,Chairman Qca Town Hall,53095 Main Rd. Lauren Standish, Secretary P.O.Box 1179 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 i EN-CONSULTANTS r E C I V E October 6, 2013 James King, Chairman Q�j - 7 2013 Board of Trustees Town of Southold P.O. Box 1179 arutl,ri owrn— Southold,NY 11971 '�' Re: Cleaves Point Club and Marina,Inc.,2820 Ship-yard 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. Resp lly yours, Robert E. Herrmann Coastal Management Specialist 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting James F.King,President ti = Town Hall, 53095 Main Rd. Bob Ghosio,Jr.,Vice-President ,�. r"�h P.O.Box 1179 Dave Bergen ! ' Southold,NY 11971 John Bredemeyer �Q ,��! Telephone(631) 765-1892 Michael J.Domino J* Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only oastal Erosion Permit Application Wetland Permit Application Administrative Permit _A men dmen t/Transfer xte sion Received Application: �� 3 empleteved Fee: ��..,.� Completed Application 1 j D {L��. _Incomplete _SEQRA Classification: Type I Type II Unlisted SEPE20013 Coordination: (date sent)�I,WRP Consistency Asses ment orm 3�AC Referral Sent: S _Date of Inspection: e _Receipt of CAC Report: _Lead Agency Determination: Yechnical Review: ublic Hearing Held: I © 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 C& Board of Trustees Applic. ►n 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 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 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 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. ` - ;ard of Trustees Applicatic 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 5/6 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? N o 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 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. 3oard of Trustees Applica �n 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. PROJECT ID NUMBER 617.20 SEQR APPENDIX C STATE ENVIRONMENTAL QUALri x xEVIEW 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 ❑Expansion ❑Modification/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 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 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 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. 7.AMOUNT OF LAND AFFECTED: Initially 9.035 acres Ultimately 9.035 acres 8.WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? ®Yes ❑ No If no,describe briefly: 9.WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT?(Choose as many as apply.) ®Residential ❑Industrial ❑Commercial ❑Agriculture ❑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) ®Yes ❑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? ❑Yes ®No If yes,list agency name and permit/ approval: 1bS A R�LT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? Yes No I CERTIFY AT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/Sponsor Na Robert E.He=ann,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(Ti_'-)____ com leted by 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 ❑✓ No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration may be superseded by another involved agency. Yes ✓0 No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers maybe handwritten,if legible) C1. Existing air quality,surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly: C3. Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly: C4. A community's existing plans or goals as officially adopted,or a change in use or intensity of use of land or other natural resources?Explain briefly: C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: C6. Long term,short term,cumulative,or other effects not identified in C1-05? Explain briefly: C7. Other impacts(including changes in use of either quantity or type of energy)? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? El Yes z✓ No If Yes,explain briefly: E. IS THERE,OR IS THERE LIKELY TO BE,CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? ❑Yes ✓0 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,that the 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 A/ Z p 1 7 OC T Name of Lead Agency Date J d X /J b, President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Sigtiature of Responsible Officer in Lead Agency Signature of Preparer(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 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 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 T 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 @ 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. ,OOF 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 COUNTY 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 7 t h day of_ O r t n b P r ,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 wee Mailed to each of said persons by (certified)(regixtaxed) mail. Robert E.Herrmann Coastal Management Specialist Sworn +o 1-wPfore me this 7 t h day of October �2013 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 otary Pu is LIFIE0 IN SUFFOLK COUNTY EXPIRES AUGUST Z. 2011 Og�fFO(�. �bti �o�y James F.King,President ti Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President ,i. P.O.Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer �/0 �� Telephone(631)765-1892 Michael J. Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of 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 I, Brian Riley ,fzWiagAt/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 beforp me this & day of(9 2013 NVi'ary Public K I M H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20 /7 NOTICE OF H -EARI ,NG 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 construct in the westerly portion of property situated between existing rock revetment and dock, and landward. OWNER(S) OF RECORD--. of spring high water/tidal wetlands a +/-23' x +/-276' reinforced dune consisting of approximately 276 linear CleowesqDi4-C 66 f IV^r *A OC • 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 SUBJECT OF PUBLIC HEARING• 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. TIME & DATE OF PUBLIC HEARING: �� DI • off- o�bo ' 30 YI tJodnes&Y o� b� l�o, a 3 or If you have an interest in this project, you are invited to view the Town file(s) which are available for ins ection rior to the day of the hearing during normal business days between the ours o 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 CL'A „M- 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/L R 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 Ni 20 ILENE H. BARSHAY NOTARY PUBLIC, State of New York No. 02 BA4940733 Qualified in Nassau County Commission Expires July 18, 20 Notary Pu is Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) CL%Mta Ste' I,M residing at Z'4 w Shy L (pit owner f pro erty) (mailing address) 5ftA"t M ilk''U-i �N �l 1 A 39 do hereby authorize 6(- 6MI64L-TA M (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 part of town officers and employees.The purpose of this form is to provide_information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. • �J E�e�T kt^,0&-JI C1,4^ e T fi 1�RJN YOUR NAME: rt �� P (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee oL Change of Zone Coastal Erosion JL 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 V- If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this `? d f �L• 2001.3A _ �•• Signature Print Name "tea '3 yfc_%az�--X" Form TS 1 r Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. A 11 applicants for perm its* including Town of Southold agencies, shall com plete this CCA F for proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law . This assessm ent is intended to supplem ent other inform ation used by a Town of Southold agency in m a k in g a d e to r m in a t i o n o f c o n s is to n c y, *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. D E C E I V E B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 38 - 7 - 15 SEP 2 0 2013 PROJECT NAME Cleave Poin Club and Marina,Inc. a 'iTu 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: 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 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 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 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 ❑ 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 LVV" Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No M 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 M Not Applicable a 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 ❑ 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 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 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 lands )f the spring high water line and unvegetatec 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 m r-de endent uses and promote sit A new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ElNo ® 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 EN-CONSULTANTS September 18,2013 Town of Southold l Board of Trustees LSEP 2 0 2013 i 54375 Main Road Post Office Box 1179 Southold New York 11971 S00b.1 TtNVI 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: 1. 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. Si e ly, obert E. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting SURVEY OF PROPERTY SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C . TAX No. 1000-38-07- P/0 14 1 S.C. TAX No. 1000-38-07 - P/0 15 v10 SCALE 1 "=405 AUGUST 2, 2013 EC TOTAL AREA = 575,246 sq. ft. (TO TIE LINE) 13.206 ac. SEP 2 0 2013 oar o`,r srcu- NO TES: 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 5.0 EXISTING CONTOUR LINES ARE SHOWN THUS: -------5------- F.FL. - FIRST FLOOR C.FL. - GARAGE FLOOR TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD TC - TOP OF CUREI BC - BOTTOM OF CURB 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO176 H & 36103CO177 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); 00 BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. O0p, ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. �IOGl 1�S 0 F` A 229.70 7.2 x \ 0 N 85°45 20" E X� XC` 6 oZ n I C? S X \ X\0.1 u XJ. r/ Y 0 X IVOI P °J� \ O FO 01 G X � .o 37 \O 9L2r X� 4.9 yG t (\ X U� � \mac'QO �s 4.7 �J X \ 3.77 \ �' CONDOMINIUM MAP OF o I \ "CLEAVES POINT" ,CO \ \ �XL FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 1 10 j ON JULY 28, 1987 AS FILE No. 166 o O CONDOMINIUM MAP OF 3.2X o� "CLEAVES POINT VILLAGE" -rya Y O Z FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY LX \ O U o ONI MAY 6, 1983 AS FILE No. 86 x q �j ac z XJ.2 C/1�, � � � �X c�k G (�^u O1 52 q�p V x Apo I x e [ti V Fz W io X X Z OI FPy� ml61, �4 ml N Fs\2 _ O rn i BUILDING j X AJ � I x 6.0 � F�O WOOD \� o WppO DEpk \ WOOD DECK 5.7 DECk 9 pa6 X5.8 FF 10 A-�`� BUILDING 3" 3 -- y �\\J `Opp / FZos WOOD DECk FF , z2y(1a 5. pol / \ =�v \\ \\ -------------------_. _ 2 �� 1 X4.2! X4S o � N J \ _ _ \ o --------------X4.0 3� �� \\ F 7 7 ii O`f`l' l j JPRp 5. DEC K sr OS/ \ WOOD /o°os/ / ! x28 � B \ \ I \ \ UILDING o0 � \\ oa \ WOOD DECk 0J\� 2 \\ \ X37 x3.3 \\\ \\ \\ II �7�'g00�0_-p�/X,j� i 17 .4 \\\ WOOD DECK FF.8.7 / 5.8 STEPS WOOD DEC6. K � I TURw(gIDVN</MT aF \ \ \ � / �� \\\ \\\ \\ S.5 // /��jr //14.3 2 x 22 \` \ \\ \ EPS F F 8. / 2.1 2.7 \ F N � a W3 x- x- \\ \ \ON\\2O F 6.4 7 ti�a e O ` NATURAL VEGETATION X2 \\ ` X'�-7 \\\ \\�� 1 F( x WOOD DECK B1UIL S>,.4 ry��//�0S°// / 6\ DING ------ \ \ \ J .53 6.4 I / / °F'Pti - `��\\ \ - _ \\\ \\ oa OD DECK FF.88 / J`�LO�O°O s�q,l X4.4 / X-3I \\ X -- -_--- zB 3\\ X \ \ 39 63 FF II TF,o°O �6F°!- / / '' / \ WOOD B. J' __ ---- _ \ \ C�A,STAL EROSION HAZARD \\ ��iC STEPS -___ X \\ \ \ COAS Al EROSION HA ARpLINEEAq MA CALED�FROM \x_ `_ WOOD p - - _ X S.o \ \ \ PHOTO 48-636-83 AR \\ -5\ 61.z cc Z 3- 33 -2pN - \\ \ \ SHEET 29-0 OF 49 - x X �f Af �e \ \ S� \ o�, �..t 5.9 Ov\v s� soy ♦ x / a ----____ ZONE ��fC g P I oW �'Z / / _ 2.2 4� \ 2.B 2. 9� X3\ \ X-'�-I \\ X \�\ \�- .- 1.6 \ �2 \� \ -4- °O !� //X \ \\ x3 \ 2e NATURAL VEGETATION22 \\ 3 -__\ ``` \ �F`009onP7- \ o \ \ 39 \ °s� j/ //lX 3.9 x 3.4 / N 77°2 SSW\ \ '\\ _\ 4 X X s�°°��'o / ♦' , w 965 9 W 1Z 4R�fOcf�F\ BOX \XL7 �� L�l \\ \\\\ \\` oo�� y °c� / //X� O J 52 \ X � A , \� A \\ \\ 37 \� '� rn ! �\ x \\ X \\\ \ o� /��X // X� /// / ?g '_ \\X \ 4. to I,9'' L \\\2.2 \` I 3 J \ /-XA_0 X¢.2 --- �E x 7♦ / x-3 6 / '✓ \\ \\\ \ \\ \ \ 2 X_3 0 i-" - 3.5 \\ X2 \ TURF LIMIT OF _3-9` `...� // / LAWN / X i XL PANEL o= 160 -- - X NATURAX VEGETATION \�� X� /// / 4.5 r\OjO. •60' -----------2- ain�i 'R - �- 3., Xu X� N --_ '�PRINC-UGH WEE '. -`\ -\ _ / �G �, 17 ---_7--- �M-ARR �\ X� F RAMP °O1 'SOS, N 83 , „ ----_ 17 47 521 ITV °31 20 W WOOD Op k _ FIBER ROLLS 1 1 6.7 6' TIE LINE ALONG NIGH_ wooaT rooa ti°Oo°r N 7 c°5 O;TfRzM' K pQ°O r J 5" ``ROW OF ROCK FLp 4o c \ Nf , k0p00pk 3 0000 _ \\ \ ZON Vf C 6=-- F 4 3 1.7. 3.8 9 LO 165 3, ) WOOD n Doak V WOOD pC 1_7 CK 4p O O ��°�1 0 1-7 L TIE LINE ALONG HIGH WATER MARK PREPARED IN ACCORDANCE WITH THE MINIMUM 30 oao�� 3°0 2" W woo T,NG j Uo 105.75' S 89° 1 3'12" W 1 22.45' D DOCk �`00 z°� IV STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 3° oQo __J BY THE L.I.A.L.S. ANO-APPROVED AND ADOPTED 40 (D FOR SUCH USFPBY THE NEW YORK STATE LAND F 3$ � (3Ty TITLE ASSOC�?I�N, ('��`V�� '`e� q'• WpOATINa z0 U j 0 03 0o GARDI E]� BA Y ` ' ,s1�' tea! N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan T of t Corwin TO THIS SURVEY IS A VIOLATION OF III SECTION 7209 OF THE NEW YORK STATE FLOATING wooD DOCK EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 15B6 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 21-487A i �t www.dignetnycli.com 20,52 �- o of N//�1�AWI� ��n Y011101Y or www.wll8ll.com �VIvG 188.1' (for other states) �a a 393' AREA OF WORK N 800-.212-4480 1611 OCT i 6 2013 `rc4 21.0' 423' 3'MIN _ II �� f- LU I �` _ ® J By law,excavators and contractors working in the IFor safety reasons, homeowners are strongly oaathald Icwn five boroughs of New York City and Nassau and :encouraged to call as well when planning any ��,p EXI5TIN6 a Suffolk Counties on Long Island must contact type of digging on their property. Homeowners , 4 I PROP05ED REINFORCED DUNE BUILDING TO REMAIN L�L u� µ� ry ' `, TA.DUNE®EL 6.0',APPROX.t2T6'L.F. Di Net, 1-800-272-4460 or 811,at least 48 hours c.an contact us direct) at 1-800-272-4480 or 'P (No WORK) o g Y Y p H CREATE W/FILL RESERVED FROM ON SITE k' but no more than 10 working days(excluding calling 811,the national call before you dig y� weekends and legal holidays)prior to beginning number. For excavation work completed on I � ` EXCAVATION AND ADDITIONAL TRIIGKED any mechanized digging or excavation work to personal property,it is the contractors u `¢� ` I IN FILL I ensure underground lines are marked. responsibility-NOT the homeowners-to contact o W N '" USE 25'-3 ARMOR STONE: _ Q Excavators and contractors can also submit DigNet. Having utility lines marked prior to E EL. FPLEL.=S.T' EXISTING DECK To REMAIN - - - USE 2O-3S'm,I-2 TON ARMOR STONE EL.9.0' locate requests online,through ITIC.If you do not digging Is free of charge. , n EL.b.0' --- �, � •a• __ 5EE SCOPE OF WORK FOR INSTALLATION EL_6.0' currently use ITIC, please call 1-800-524-7603 �J' EL. o' F o - I REQUIREMENTS for more information. EL.6A' ^f;; ,y. ,. _ EL.FL. w .l ^+ 4 , PROP.T.O.REINFORCED DUNE 6±6A' EL.6.0' EL.SA' MINIMUM 6R0UW COVER EL.50 TIE LINE ALONG t� :✓;- •f'- PROP.TA.ARMOR STONE 0 35.0' HIGH WTR MARK EL.4.0' EL.4.0' 3 ;'^r. S SPRING HIGti WATER MARK (® ±EL.1.1') .. EL.3.0' EXGAVATION NOTE-5• NOTES _ g b DATUM TOONS ARE REFERENCED TO NA.V.D. 18 I. ELEVA 'Zc S:`. 4.y�'n IR NT �.REQU EME 5: ;:�" *�/ � .><. . _ � I v� Y 5 I D EARTH x I UND STIJRBE E _ ELEVATIONS ARE SHOWN THUS: __ _- _ _ .� EXISTING ELEV - I� CONTRACTOR HAS BEEN SHOWN THE PROPER I I K HALL ONLY BEGIN AFTER T E GO �� " F.FL. - FIRST FLOOR '.,�.;�,1., � >Y<:'„ `.e _ �....,a_ '�.��,_';��' ./ . :.. :''�;:.:.,•, �'.•'EL:0:0 REPORTS STATING THAT ALL HAZARDOUS MATERIALS IF ANY HAVE BEEN REMOVED �' SE G T I O N A -- -FROM THE 51TE USING FEDERAL,STATE,AND LOCALLY APPROVED METH005 AND G.FL.- GARAGE FLOOR EL.0.0 LI1�OF PROPOSED EXCAVATION: ... .,� _ PROCEDURES FOR THE MATERIAL IN QUESTION. TO - TOP of BULKHEAD EL.-I.D' ±389 L41.YD5 OF EARTH TO BE 2. ALL STRUCTURES,BOTH ABOVE AND BELOW GRADE ARE S�FiDWN A5 A GUIDE. BB - BOTTOM OF BULKHEAD SCALE: = 1'-0" EXCAVATED AND RESERVED FOR FILL = ` ' -- PROP.BA.EXCAVATION a. TO - TOP OF CURB EL.-2.0`° ` :.,.. <e�.;:,,... . ' EL. -2.0' LOCATION OF SUBSURFACE STRUCTURES ARE ESTIMATED lr0 BE LOGATED AS 5HOWN, 6C _ BOTTOM OF CURB THE CERTIFYING ENGINEER DOE5140T ATTEST TO THE AGG:URACY OF THE LOCATION _� EL.-3.0' ✓. ., , Y YY _ Q" PROPOSED ARMOR STONE BEDDING: � ;.s�>y. EL.-3.0' OF THE 5UBSURFACE 5TRllCTURE5 5HOWN OR TH05E 5TRUGTURE5 NOT SHOWN. EL AD" BE 4" C7 8'RIP RAP PLACED ONL13 GORE STONE). US FABRICS FILTER FABRIC, 3.NOT USED 4j� �, BEDDING SHALL.BE PLACED ON FILTER FABRIC +l, +3, U5 FABRICS PM U5230 EL.-4.0' EL.-5.0' TO PREVENT SCOURING _. _ - _- _-.-_- _.--- EL.-5.0' 4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5),THAT � COULD BE A66RAVATEP BY THE WORK EXISTS ON THI5 511TE. ` sO - 5. THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN EXCAVATING AND OR REMOVING 7rj EL.b.D" EL.6.0' SUBSURFACE STRUCTURES,ETC.,DUE TO THE LIMITED AVAILABILITY OF INFORMATION + GONCERNING SUBSURFACE UTILITIES. b.EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE:GONTRAGTOR(5), IN N/O/F ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL GOIDES AND REGULATIONS. PARK5IDE HEIGHF5 COMPANY �s LEGEND: PROPERTY LINE �' PLANTIN& .26HEDULE EXISTING BUILDING " APPROVED : FOR USE ON PROPO5EID REINFORCED DUNE: \ \ J \ VED BY PROPOSED + + e PROPOSED GRA55 AREA(MIX OF AMMOPHILA BREVILIGULATA) BEACH ,- �� " BOARD OF TRUSTEES'` 2 GRASS 2-3 COLUMNS PER PLANTING HOLE 12" O.G MAX. WITH PANIGUM REINFORCED DUNE +', -'`�Y,' x. ,? W/BURIED STONE =- - +� �� VIRGATUM) SWITCH GF.'ASS AT 2'-0" O.G.,2 GAL. CONTAINER). + � �"� *IERN BAYBERRY BUSH (MYRIGA PEN5YLVANIGA) TO BE '•TOWN OF. SOUTIHOID � ' � xe p � PROPOSED NORTt. , .,:,r, ,., ,(-e � Op^ 2 t� PLANTED AT A MINIhMM 3 FOOT ON CENTER(3 GALLON CONTAINER). PROP05ED I DATE JI -> �� °fib ip AND/OR PROP05ED BEACH R05E BU5H (ROSA VIRGINIANA) TO BE PLANTED EARTHEN BERM W y W W W y y W W i -i0' t x AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). W W W W W Y W 4i 2 2 PROPOSED DUNE ACCESS: O N 85'°45'20" E x� x AND OR PROP05ED B';=AGH PLUM BUSH (PRUNU5 MARITIMA) TO BE PLANTED EXISTING SPOT ELEV. x 6.o MONUMENT El FROM SHIPYARD LANE TGbbbb 4 AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER), SITE ' w - 13S 6.4 6.3 x x x x x PHOTO KEY STAKE o +k _ LOCATION W N r u� x- (SEE PLANTING DETAIL..,THIS DWG) tt s x � x x x x x x ►., p 5bx � x x x x x HYDRANT y�p �✓ our:(_u (Bar Gen aoinn + + V : 3 W - DX �� FOR USE ON PROP05IED BERM: x x x UTILITY POLE `� ry = 55_4x c?� BG bb PROPOSED HYDROffii:-D W W W FFL.EL. = FINISHED FLOOR ELEVATION / W m X EXI5TING x56 E2 �, 9 W W W , ,'T ENTTRANGE CONDOMINIUM No.] T >, x �'� r< i \ �� o„,;` LLI LL 5.1 ' EXUTILPMENn#22 P}lOTE. Y SITE: LOCATION MAP O z suEDlvlsioN ruw of /PILL PLANTED VEGETATION WILL REQUIRE 5GOPE OF NORK: NOT TO SCALE p� O "SUMMIT ESTATES, SECTION I" 14ONTTORING OVER 3 GROWING SEASONS. FILED IN THE OFFICE OF THE CLERK OF%FFOLK CQINTY x 4 I. INSTALL ASPHALT SPEED BUMP (ASPHALT CONCRETE - TYPE b) NOTE: A5 FILE W.942E LU PARCEL �. LOCATED AT CONDOMINIUM ENTRANCE No.2,5EE SITE PLAN AND MACHINERY ACCESS FOR PROP. WORK WILL BE FROM: C, C� PARK 6 RECREATION AREA i ass SECTION 'C' SHIPYARD LANE CONDOMINIUM MAP OF S S � 2 4jxf 3 1 . O OLEAVFS POINT"' „ ,JVIDE ASPHALT SPEED BUMP AT 2. INSTALL EARTHEN BERM (t36 C.U.YDS OF TOP SOIL REQUIRED) _L Q FILED IN THE OFFICE OF THE CLERK OF 5UFFOLK COUNTY o m - - � CONDOMINIUM ENTRANCE(t2'Wx2O'LG) ALONG SHIPYARD LANE,5EE SITE PLAN AND SEGTION 'G'FOR ON JULY 2&,M37 A5 FILE No.166 Ux 4 99 v� 0 0° CONDOMINIUM MAP OF ggx INFORMATION. SEED PER PLANTING 56HEOUI E o CLEAVES POINT VILLAGE I � x4_0 3. INSTALL (3) INFILTRATION BASINS LOCATE PER SITE PLAN AND PROP05ED m FILED IN THE OFFICE OF THE CLERK OF 5LrFOL.K COUNTY x PROVIDE EARTHEN BERM, / ti ON MAY d,1983 AS FILE No.86 4.x� 3. UT�p E LO�GARTE BERMIUNDERITREE GAN16H. INSTALL AS oPY(LOG E.O.BERM 4• RE-E5 ABLISH oP OF INWN SECTION EREVETMENT TO ND DETAIL. INDICATED ON SHORELINE STABILIZATION PLAN: TG 4.4 BG 4 ui u L �� x� My H� NE OF EXI5TING TREES TRUNKS)MAINTAIN VALLEY PLAN(APPROX.5O'LONG 0 5E GORIER OF PROPERTY). U5E APPROX. SITUATE AT. APPLIGANT/OWNER: tW GUTTER AT EXISTING EDGE OF PAVEMENT t10 CU.Y05 OF PROP05EO 40-50 LB GORE 5TONE PLAICE OVER THE N EXISTING 3b �� \; USE: ±36 GU.YDS.OF TOP 501E EXISTING REVETMENT STONE. EAST MARINN,N.Y, (LEAVES POINT CLUB AND MARINA, INC. PROPOSED �e ti 3.3 TOWN OF 50UTHULD CONDOMINIUM o Ex.um ; 32 X 5. REMOVE TEMPORARY PARTITION LANDWARD OF EX15TING DUNE SUFFOLK COUNTI',NEW YORK 517E PLAN BASED ON ORIGINAL SURVEY BY: ENGINEER: I b'm INFILTRATION BASIN N0.3, ENTRANCE No.2 T6 4.4 BOX TO REMAIN a r EX 51CA TO REMAIN (5EE PHOTO NOS) SEE SECTION V(51MILAR) BG4'0 EX.LINE OF� EX UTIL POLE NYT#23 I , SGTM NO.: IOOO 38-01-P/0 14 AND P/0 15 NATHAN TAFT GORWIN III,LS. Exisri To REMAIN AW M HRE b. INSTALL REMOVABLE PARTITION (FOR PROPERTY ACCESS). P.O. BOX 16 JAME5PORT N.Y. IIg41 (No 8ulLbIA�;; EX.WD FEN TO REMAIN x4 28 EARTHEN BERM TO BE OFFSET SEE DETAIL 'A' FOR DESIGN AND MATERIALS. P: 631-121-2OgO OF N� b.o F�reo l0 3.0- FROM T.O. EXI5TING STONE 1, EXCAVATE FOR PROPOSED REINFORCED DUNE: DATE: AUG 02 2013 �� O \6 FL,9. �` 6=4 REVETMENT APPROX. tlb' t3bl 0U.Y05 OF ON SITE EARTH SHALL BE REMOVED AND CO �� 9 45 PROPOSED REMOVABLE PARTITION EX/aT/ RESERVED FOR FILL. ON 51TE EARTH SHALL BE USED IN 5 2C I F MO �)U��UpjG FOR PROPERTY ACCES5 6 517E DATA: EXISTING: PROPOSED: . \ CONJUNCTION WITH AN ADDITIONAL t100 GU.YDS OF SANDY FILL 4' .�� SEE DETAIL 'A',DWG No.2 � � �' ° � AREA OF SITE: 515,24b S.F. (13206 AG) N.G. � _ ZONE X 9 �-' (TRUCKED IN FROM AN APPROVED UPLAND SITE) TO ATTAIN THE mks•�I'l w x ZONE AE(EL 6)6) T PROPOSED 60 INFILTRATION BASIN No.l, F �� yf � 5 EX wARO RAIL TO REMaIN PRO'0✓EP REINFORCED DUNE DE51GN. U5E ON 51TE U, x - SEE 5EGTION 'G' EXCAVATED AND TRUCKED IN MATERIAL TO FILL 5PAGE-5 FLOOD ZONE INFORMATION TAKEN FROM: A 0734g3 �•\ 1 3,o To SIN BETWEEN GORE AND ARMOR STONE - THIS WILL ENSURE A FLOOD INSURANCE RATE MAP No. 36103G0116 H d 3610360111 H 9oF P 44-o x i Ex�STI% _ 5 L� ( i3UNO ILblA(�; PROP. b'� INFILTRATION BASIN N0.2, o� STABLE BASE. THE BALANCE OF FILL MATERIAL WILL BE USED ZONE AE: B/,5E FLOOD ELEVATIONS DETERMINED ES si oN SEE 5EGTION'G'(51MILAR) b��. O j b) e TO COVER THE ARMOR STONE (FOR A BERM EFFECT) AS ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTIOW; JEFFREY T. BUTLER, P.E. 2a 1 ��,� Z ,�p� o �� PROPOSED IN SECTION 'A'. BfkSE FLOOD ELEVATIONS DETERMINED r x31 fG� x 4? I_1 BB 2.1 GO ER, x L P` EX.2nd STY ..�h -o ��x ��0 b. PREP AREA FOR REINFORCED DUNE INSTALLATION, SEE ZONE X : AREAS OF 0.2�ANNUAL CHANGE FLOOD;AREAS OF IAS ANNUAL CHANGE FLOOD or,0 48 srio> R ae a "'� 55 `' I w� Ic(TYP) F �� Q EXIST. STONE REVETMENT COMPACTION NOTES PRIOR TO INSTALLING BEDDING (DWG No?�. WI?H AVERAGE DEPTH OF LE55 THAN I FOOT OR WITH DRAINAGE AREAS LE55 THAN (] 2,111 ' aA,?_ Mqp �\ bl ��yt,k'�o')° �' X33� TO BE REWORKED q• INSTALL PROPOSED ARMOR STONE FOR A LENGTH OF APPROX. 150UARE MILE;AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANGE FLOOD. � � _► w HEEr2gb S �Eo 55 6b_3 - � 4. t2lbL.F. SEE 51TE PLAN FOR CLARITY. THE PROPOSED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANGE FLOODPLAIN. }- � � 21 2-2 o�`9y 6RoV x `� ` f.B 55 3_9 �r RE-ESTABLISH TOP OF EX. REINFORCED DUNE WILL BE INSTALLED LANDWARD OF Z - t- 27 jo'� z :. .. Ex�s eui �� 5 '�L, r 4' o T SEASONAL HIGH WATER (5HW EL. 2.2'). z ~ v o- x2J x 3.1 (NO�L' �v� e REVETMENT O EL.4.4 - Z O Q E.D.EX.VEGETATION x 6/X x "�y (FOR THE PURPOSES OF LIMITING INSTALL THE STONE AS FOLLOWS: ►-� O x23 �. �� 9RII . . O v ` PROPOSED WORK SUMMARY: O �✓ �- xg,Q E.O.EX.BEAGH 6RA55 3,..3 ` =39 _ x\ f xL x ~> STORM DRAINAGE VOLUME) A. THE FIRST ROW OF ARMOR 5TONE WILL BE INSTALLED p-+ Q - Q 0 2 43 ®5PRING HIGH WATER X29 PROPOSED I. DRAINAGE IMPROVEMENTS: Z (� _x 2- Ist STY / 11 BELOW THE EXISTING GRADE ON A BED OF 4" TO b" RIP ►Z - Q LL REINFORCED DUNE!TO BE ESTABLISHED LA� '~'�--�, @> w0 OEcK(TYP) zon ,� x� OF SPRING HIGH WATER/TIDAL WETLAND BOUNDARY), � 5_6 s -1 x ��t� i x 4l, EX15TIM5TONE REVETMENT 2 RAP (10-15 LB GORE STONE), 1.0' IN DEPTH (MIN) ANC INSTALL SPEED BUMP ® CONDO ENT. No.2, PROVIDE EARTHEN BERM (tq'WXtlgl'LGxtl'HIGH) ALONG (Y Q Z Q �- LU ZO/y\�6) _�, t239,&t2lb'LG,TO GON515T OF: '� rG� I , TO RBAJN(NO MlOW UNDERLAIN WITH FILTER CLOTH. INSTALL ARMOR STONE SHIPYARD LANE,CREATE (3) 8 0 INFILTRATION BASINS, BUILD REMOVABLE PARTITIION FOR 0 < � � Z CD � F W THREE STONES DEEP AND ONE STONE HIGH AS DEPICTED SERVICE VEHICLE ENTRY TO PROPERTY AND RE-ESTABLISH TOP OF EX.REVETMENT TO ELAA'. x� x� 2 x ON 51TE FILL EXCAVATED FOR ARMOR STONE INSTALLATION 03M GU.YD5)AND �- ` - �o ' .�- O Z O TRUCKED IN SANDY FILL(±100 GU.YDS), x40 x-► x x / 3 IN SECTION 'A'. INCLUDING THE BEDDING, THE BASE OF A. PRO?OSED MATERIAL REQb TO RE-ESTABLISH EX.REVETMENT Q - K Ex.r1oo0 1,t10 (AYD5 OF 40-50 LB GORE STONE Q I- Ib \ 22 • E.O.EX.VEGETATION 1-2 TON ARMOR STONE(±810 TON5), 34 33A � PERIODICALLY, THE REVETMENT WILL THE STRUCTURE WILL EXTEND APPROXIMATELY tab Q � �° �� xL P 3-4 " 3.9 F STEPS(TYP) x- x N , ° 4-b"RIP RAP(±bb GIFT.)AN?FILTER FABRIC,A5 REQUIRED x- 5` 11 A) BELOW GRADE (EL. tlb'). 2. E-STABLI5i4 REINFORCED DUNE BY FIRST EXCAVATING, INSTALLING PROPOSED 5TONIE, Z LU 251q \ EX.url \ 4.1 / �2 ' oQ BE INSPECTED AND IF NECESSARY COVERING STONE W/EXCAVATED MATERIAL AND SUPPLEMENTAL TRUCKED IN FILL - SHAPE (� q6 qbl W I.T \Box x 5EE SEGTION'A'AND 5X OPE OF WORK FOR INFORMATION 5. / xa,l o RENOUR15HED WITH STONE TO B. THE SECOND LAYER OF ARMOR STONE WILL BE Q /V E.O.EX. E.O.EX.BEACH GRASS \ 4 n� INSTALLED TWO STONES DEEP AND ONE STONE HIGH ON AND RE-VEGETATE PER SCOPE OF WORK (A5 SHOWN IN SECTION 'A') N--1 CQLU x4=4 61 b 12 MAINTAIN THE TOP OF REVETMENT 63099 22 ` x®5PRINGRA55 3.I �x31 18 �/ x 4.6/ x AT EL. 4.4. _�I Z 1- / x r PROP. AREA TO BE REVEGETATED. y�X- 3� TOP OF THE SUB-GRADE BASE DESCRIBED IN 'ITEM A' �.PROPOSED REINFORCED DUNE BILL OF MATERIAL (� EX.ELEG P ( APPROX.-b,342 SOFT.AREA 4_O x �,,� h' I �H/�vh, H16H HT 35 r` J '_4 + x ` ll ABOVE. THE ARMOR STONE WILL BE PLACED AND I. tbl0 TONS OF i TO 2 TON ARMOR STONE J I 1��y x ` x x2b SEE SECTION A AND PLANTING SCHEDULE I? x3q 3b / SHAPED 50 THAT THE EDGE OF THE SECOND LAYER OF '. fb& GUPT. OF GORE STONE OR RIP RAP cl� "�f 4_o a x x x x x x x x . x x PRAPOSED ARMOR STONE 0 _ s \ \ _ 32 �� STONE WILL 51T LANDWARD OF THE BASE LAYER 3. f38q GU•YDS EXCAVATED ON 517E FILL m m y xxxxxx , x x x w X x x x �a ° 4. tIOO(AYD5.TRUCKED IN SANDY FILL Z ( I J 11502 2 -_ .. x x x x x xBELOW REINFORCED DUNE, x (APPROX. 45 ANGLE) SO THE STONE DOES NOT EXTEND CSJ "7' x x x 40 / � SEAWARD AND THE STRUCTURE DOES NOT ENCROACH ON 5. FABRIC FILTER CLOTH AS NEEDED. O O O L7 - .-- - �` --.' _ x x x 9_5 tT'W x ±Z76 LONG,SEE SCOPE OF WORK x3,,� P � N �. 22_2 I T �` \ \ x x FOR IN5TALLATION RE6UIREMENT5 THE EXISTING BEACH. N 77°015 " 11 x �P PRUNE I/b" OF LEAF AREA EjUT 1--i CL O 47 0 1.,1 N 83°31'2D" T /\ 35 4c}' G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED 111 - - �j O d) W x RETAIN NATURAL FORM ONE STONE DEEP AND ONE STONE HIGH ON TOP OF THE W 2 lY> O 52 116.76, r/E . x x x eo, 3.1 ,e p c GENERAL NOTE5 } 0 # LL �o d r�E(�NEAL I\ x x x- / 1q BASE DESCRIBED IN 'ITEM B' FOR A TOTAL HEIGHT OF 0 /F 13 10 SPRAY WITH WILT-PROOF , O P Nl�NA M` x x 1 d/ 15 0 I APPROXIMATELY ±b.b (EL. f5.0). THE ARMOR WILL BE : d wK ACCORDING TO MFG S I. GONTRAGTOR.SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STAIRTING OF 75° 22 x x 9) 14 11 39 o `�h 1N5TRUGTION5 IF FOLIAGE 15 SHAPED 50 THAT THE EDGE OF THE TOP LAYER OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK O -1 O v O ° 50 a W I1 Ter ^ , PRESENT AGREE WIT, SAME. M 0 Z Z 33 °� STONE WILL 51T LANDWARD OF THE BASE 5TONE5 W N Z W 165.13, D� (APPROX. 45° ANGLE) 50 THE STONE DOES NOT EXTEND 2. ALL WORK :HALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING N CQ I- f p` v+ z ° I . - �o o �- o TIE LINE ALONG `� r GROUND LINE TO BE SAME AS SEAWARD AND THE STRUCTURE DOES NOT ENCROACH ON CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. O 0 MINIMAL EXISTING VEGETATION WILL BE � � N 85 5102 W ° , " AT THE NURSERY l� � Q REMOVED DURING PROPOSED WORK,AND .p ° 105.75' 5 bq 1312 W HIGH HATER MARK THE EXISTING BEACH. THE STONES AND BANK WILL 3. IF IN THE GGURSE OF CONSTRUCTION A CONDITION EXISTS WHICH D15AGREES WITH THAT AS ANY 5UGH VEGETATION WILL BE REPLACED 122.45' „ AGAIN BE SHAPED,GRADED AND FILLED AS NEEDED TO INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. A5 PART OF PLANTING OF REINFORCED 0 18" MIN. FOR ENSURE A STABLE STONE BASE (5EE NOTE No5 FOR SHOULD HE FAIL TO FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK HE SHIALL DUNE.5EE PROP05ED AREA TO BE 13, UP OT 4, ¢, r. SOURCE OF FILL MATERIAL) A55UME Al L RESPONSIBILITY AND LIABILITY ARISING THEREFROM. REVEGETATED HIGH,20' D. COVER STONE W/BALANCE OF RESERVED MATERIAL 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING BEACH. . GARDMRS BAY MIN. FOR REMOVE BURLAP FROM TOP FOR A 'BERM EFFECT' AS DEPICTED IN SECTION 'A',(THIS 5. NO FILL WILL BE PLACED SEAWARD OF THE PROP05ED REINFORCED DUNE. PLANTS of BALL DWG) b. NO DEBRIS SI4ALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES. SITE FLANHIGH OVER 4' BACKFILL WITH TOP901L a PEAT- 10. GRADE AREA IMMEDIATELY SURROUNDING THE REINFORCED 1. DO NOT SCALE DRAWINGS. WRITTEN DIMEN51ON5 SUPERSEDE SCALED DIMENSIONS. THE 40 6 MINC �a M055 3:I RATIO BY VOLUME IN 9" PUNE. RESTORE SURFACE ELEVATION OF BEACH TO MATCH ENGINEER HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS OF THE _ LAYERS-WATER EACH LAYER NEIGHBORING AREAS. CONSTRUCTION. _ -- - - UNTIL SETTLED. DO NOT TAMP 8. ANY D15TURBED GRADE WILL BE RESTORED TO BACK TO ORIGINAL WITHIN PROPERTY LINES. PLANTING DETAIL. II. PLANT NATIVE VEGETATION IN AREA TO BE REVEGETATED, q• THERE ARE HO VEGETATED TIDAL WETLANDS ON THE SITE. row« 60 50 O 60 120 180 240 500 APPROX.6,342 SQ.FT. AREA (5EE PLANTING SCHEDULE). trLOArws, b" FOR PLANTS UP TO 4' HIGH 10. NO BEACH EXCAVATION FOR FILL. NO EXCAVATION OF THE BEACH 15 AUTHORIZED FOR THE GRAPHIC 56AI E 111 = 60'_011 SCALE: NONE L W FOR PLANTS OVER 4' HIGH PURPOSE OF OBTAINING FILL OR STONE MATERIALS. , of 2 f r d o 107.3'(REF) 13b.q'(REF) 101.3'(REF) EX UTIL_POLE ? i (FORE(5ROUND) EX UTIL POLE j� J # I I EX UTIL POLE W w NYT 22 : EX UTIL POLE ¢ (FOREGROUND) i NYT#23 NYT#23 (FOREGROUND) !� (FOREGROUNQ) N N a EXISTING GUARD RAIL N >� TO REMAIN F , EL.5.0 x7.3 I / �Y b , I EX15TINO LOW POINT ® CENTER I OF ROADWAY, EL. t2.1 ` ..: x4 33 x3.8 x4.1 i I' EL.4.0' - - - - ` EL.2.0' EL.-2.0' EXISTING ON REVETMENT 3 (PARTIALLY BURIED)TO REMAIN EL - .O' SECT ION V FOR REFEREN SCALE:J1'e" = 1'-0" S o 0 APPROX. W GU.YD5 OF PROPOSED 40-50 LB GORE STONE SHALL BE PLACED OVER THE EXISTING REVETMENT STONE RE-ESTABLISHING THE TOP OF REVETMENT® EL. 4.4'. ON A PERIODIC BASIS, THE REVETMENT SHALL BE INSPECTED AND IF NE(E55ARY RENOUR15HEP WITH STONE TO MAINTAIN THE TOP OF REVETMENT AT EL.4.4'. PROP REMOVABLE PARTITION 101.3 (REF) 136.q'(REF) 1013'(REF) FOR PROPERTY ACCESS SEE DETAIL 'A',DWG Not EX UTIL POLE EX UTIL POLE NYT#23 - (BEYOND) + ' NYT#22 1 : w (BEYOND) CONDOMINIUM ENTERAWE No.2 EX15TING ROW OF EVERGREEN TREES , 11 EXISTING ASPHALT DRIVE TO BE MODIFIED (F0°.EGROUND)ARE NOT SHOWN FOR PROPOSED 8 INFILTRATION I EX UTIIL POLE ' PURPOSES OF CLARITY , BA5IN No.1 TO BE LOCATED AT (BEYOND) I FULL HEIGHT REACHED ® 1 I EX. LOW POINT,EL. 2.6' o Q w PROPOSED EARTHEN BERM EX UTIL POLE 2 � V.- CONDOMINIUM ENTERENGE N0.1 12.5' FROM EX. CURB (TYP) 4 'L' Q EXI5TING A5PHALT DRIVE(NO WORK) 7 �, APPROXIMATELY t218' LG X NYT#23 RUNOFF FILTERS THROUGH d tlHIGH TO BE PLANTED PER I m (BEYOND) OBSERVATION WELL o _ O PROPOSED SPEED BUMP (ASPHALT) SURROUNDING LAWN YJ/,GREW TOP LID D I� ^' N Q.I HEIGHT VARIES PER EX GRADE LANDSCAPE SCHEDULE (TYPICAL) g TG 6.6 TG b.t3 �•-•� / %: �__-~J REVETMENT RENORI5HMENT: (- x6.6 BG 6.4 BG bb t2.5' t25' / .-// 5, TA.RE4WORKED REVETMENT SPRING HIGH WATER MARK EL.b.0' ..._71 (0 1El..22) W "j T.O. BERM ® EL. t5 o g 4,�' r - TG 4.b ---- --- ----- - EL.40 m EL,4.0' x3.5 TG 4.4 =•�. . �,..�` bx. °° ------- 3'1x ., EL.2 0' :;o Br, N 4.1 EXI5TI C7 GRADE WITHIN EL,2.0' o E5TABL15HED LAWN AREA TO REMAIN PROP. TRENCH BASIN -"=f AK:`r Llx v r�l EL.0.0' FILL W/ 1.5"-2.5" PIA PEA GRAVEL FILTER LAYER • EL.0 0' -- C^_ . - ::.„_ - TOP OF EX. REVETMENT® EL 3.l' EXISTING 5TONE REYETWmT 4 GLEAN STONE EL-z.o' t PERMEABLE FILTER FABRIC PROPOSED RE-WORK TO OCCUR FROM d' TW LY BIRIEDJ i0 REPIAIN F--� W � 014E FOOT BELoN SURF SOUTHEAST / NATURALLY OCCURRING AND 0 PERIMETER WALL EXTENDING CORNER IN APROPERTY O z SAW FILTER TAPER SPEED ` PROPOSED RROWDING /RUNOFF EXFILTRATE5 MO FABRIC 0 B.O. BA51W SOUTHWESTERLY DIRECTION SEGTI Oil G gip® C,URg / ASPHALT SPEED BUMP INFILTRATION BASIN THROUGH UNDISTURBED V'�'_?Y2' DIA. GLEAN STONE O = (NO5E DOWW / T.O.BUMP® EL t5S' SUBSOILS WITH MINIMUM -0" RATE OF OS INCHES TOP OF PROPOSED EARTHEN I PER HOUR ram, O BERM(BEYOND) ham-' EX15TIWo WOOD / - CURB TO REMAIN EXI5TING ASPHALT / In DRIVEWAY Not0001, EXISTING GRADE AT � 1' r PROP05EP INFILTRATION EARTHEN BERM A FZ-1 J BASIN® EL. t2b' (13EY600 ` ENLARC ED V I Elul @ PROPOSED, PEA OS PROPOSED: ti PROPOSED L INFILTRATION BASIN o.l - AS SHOWN ENGINEER: EXI5TIN6 NEARBY TOP INFILTRATION BAS ot2 - SIMILAR SPEED SUMP 501E TO REMAIN NEVV GOMPAGTION NOTE5: SCALE: NONE (LOCATED @LOW POINT EL 3.1', SEE PLAN o� o yo,,� REQUIREMENTS: SUB GRADE PREPARATION 1 • 1. WORK SHALL ONLY BEGIN AFTER THE GONTRAGTOR HA!5 BEEN SHOWN THE PROPER I.THE CONTRACTOR SHALL REMOVE ALL SURPLUS FILL,DEMOLITION RUBBLE,AND EXISTING SURROUNDING N PROP05ED INFILTRATION BASIN No.3 - SIMILAR REPORTS STATING THAT ALL HAZARDOUS MATERIAL5 IF ANY HAVE BEEN REMOVED OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM THE SITE USING FEDERAL,STATE,AND LOGALLIr APPROVED METHODS AND FROM THE 51TE AND DISPOSED OF IN AGGORDANGE WITH GOVERNING LAWS AND PERMEABLE EARTH �� -2Y2°� GLEAN STONE ' �� - j PROCEDURES FOR THE MATERIAL IN QUESTION. CODES.THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE WITH LOCATED LOW POINT EL Z.4, SEE PLAN u� 2.ALL STRUCTURES BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE. THE GRADING PLAN,TAKING INTO AGGOUNT THE THICKNESS OF THE PAVING r w LOCATED A5 SHOWN. SYSTEM. THE TOLERANCE OF THI5 ROUGH GRADING SHALL BE WITHIN 112' HIGH TO PROPOSED m r j✓ _a �' LOCATION of 5UB5URFAGE 5TRUGTURE5 ARE E5TIMATEED TO BE LOG 2 THE CERTIFYING ENGINEER DOES NOT ATTEST To THE: ACCURACY OF THE LOCATION 1" LOW. DURING THI5 OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT FABRIC FILTER �t<`d pR 07349 SS\O OF THE SUBSURFACE 5TR11CTURE5 SHOWN OR TH05E 57TRUGTURE5 NOT SHOWN. AREAS. SUCH SOFT AREAS SHALL BE RFPORTED TO THE ENGINEER FOR 3.WORK 5HALL BE PERFORMED BY THE GONTRAGTOR(5)'AT THEIR OWN RISK AND DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY. OF LIABILITY.ALL DAMAGE TO THE RIGHT OF WAY5,51DEEWALK5,CURBING BOTH ON 517E JEFFREY OR ADJACENT TO THE WORK AREA WILL BE REPAIREED OR REPLACED 50LELY AT 2.MAINTAINING DRY 51TE CONDITIONS: E I�lLf� R ED VIEW @ TYP I GAL THE GONTRACTOR'5 EXPENSE. DURING PREPARATION OF THE SUB GRADE AND UNTIL THE CONCRETE 15 IN PLACE, T. BUTLER, 4.TO THE BEST OF THE ENGINEER'S KNOWLEDGE,NO ENVEIRONMENTAL HAZARD(5),THAT THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES To OBTAIN PROP 05ED INFILTRATION BASIN a COULD BE AGGRAVATED BY THE WORK EX15T5 ON THIS SITE. AND TO MAINTAIN A DRY 517E CONDITION.5UCH MEASURES SHALL INCLUDE 5. THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN EXCAVATING AND OR REMOVING PUMPING OF FREE SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO 5UB50RFAG G E 5TRUTURES, PIPING,ETC,.,DUE TO THE LIIMITED AVAILABILITY OF FACILITATE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. SCALE: NONE INFORMATION CONCERNING SUBSURFACE UTILITIES. (3) 2X5XI0'LG GGA PLANKS x v Z U) O � b. ADEQUATE FENCING IS O BE ERECTED AROUND THE AREA OF WORK,BY THE 3.NATIVE SOIL COMPACTION: CONTRACTOR PRIOR T THE START OF WORK.THE G(ONTRAGTOR 15 TO MAINTAIN THE COHESIVE AND COHE-510NLE55 NATIVE SOIL SHALL BE COMPACTED TO q5% AND © j Z Z O Q FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL 100%OF THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. 13 WORK 15 COMPLETE. � Z IY � 1.GATES ARE TO LE INSTALLED AT ALL ENTRANCES TO THE AREA OF WORK.THESE 4. FILL SELECTION AND COMPACTION: PLAN VIEW 4x6 GGA POSTS GATES WILL BE INSTAL E THE END N THE DAY WITH OPERATIONS ARE CEASED THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE U5ED: Y2' CHAMFER AT TOP OF POST REQUIRED Q; � < Q Ll (TYPICAL OF 4) AND THE WORKERS HAVE LEFT THE SITE. [-I Z (n > 8.EXCAVATION PROCEDURES SHALL BE PERFORMED BY' THE GONTRACTOR(5),IN -5AND-GRAVEL MIX(1.5 TO 3% FINE5(0.02 MM AND GBR> 11), AGGORDANGE WITH ALL FEDERAL,STATE AND LOCAL. G ODE5 AND REGULATIONS. -GRAVELY 501L(3 TO 6%FINES(0,02 MM AND -BR>8), _ (3POWER WATER AND'OTHER SERVICE CONNECTIONS -SANDY SOILS(3 TO b%FINES(0.02 MM AND GBR> 8), In < IY Cl..GAS,ELECTRIC,PROPANE,SEWER, CL SHALL BE DISCONNECTED,REMOVED,OR SEALED IN(CONFORMITY WITH THE -SILTY 6RAVELY SOILS(b TO 10%FINES(0.02 MM AND GBR>8), 101-0" , APPLICABLE REGULATIONS OF THE PUBLIC UTILITY OR THE MUNICIPAL AGENGY HAVIN6 -SILTY SANDY SOILS(b TO 15% FINES(0.02 MM AND GBR> 8), < W �JURISDICTION. -CLAYEY GRAVEL 501L5(OVER 20%FINES(OD2 MM AND CDR>5), < -CLAYEY SANDY 501L(OVER 20%FINE5<0.02 MM AND GBR>5), q'-0" CLEAR PASSAGE I 5013 GRADE THE CONTRACTOR SHALL SPREAD AND COMPACT THE FILL MATERIAL IN b (WHEN PLANKS ARE REMOVED) J < O GENERAL INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED To q5%OF THE Z J 1 I, IN ORDER FOR THE CONCRETE TO BE DURABLE,THE STUB GRADE MUST BE PROPERLY OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPL15HED AT NO LESS _ _ -- ____-_-_-_ _ PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE THAN OPTIMUM MOISTURE CONTENT UP TO 2%WETTER.OPTIMUM DENSITY _ -- __ _ _ ----- ----- _ (V m m WI TH THESE 5PEGIFI6ATIONS USING THE NECESSARY'MEANS AND MATERIALS TO AND OPTIMUM MOISTURE CONTENT SHALL BE A5 DETERMINED BY A5TM _ O Z < ' I PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE IFOLLOWING 51TUATIONS CAN BE 01551. NO RUBBLE,TRASH.BOULDERS,OR OTHER DEBRIS WILL BE -=(( 13E R'LG GGA PLANKS - STACKED,NO GONN. _--ry = O O O FORESEEN. THEREFORE,NOTHING IN THE FOLLOWIN0 SHALL RELIEVE THE ALLOWED AS FILL MATERIAL IN ANY USAGE. - BE REMOVED AS REQUIRED FOR PASSAGE) __- _ I (L O. O N CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY T1HE ENGINEER OF SPECIAL ----- --__- _-' I OL 0 d) PROBLEMS,AND IN THE END, NS PROVIDE N SOUND!SUB GRADE. www.dignetnycli.com EXIST. GRADE _____- _---- ----___ __� 2• U51NG 501E TEST DATA of N�WYO�KCIIY or I' -- O www.ca[181l.com W } In # (3 m AT ITS OPTION THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE &SONG I�,ANn I I I I CONTRACTOR. IF PROVIDED,THE DATA WILL INGLUIDE GLA551FICATION OF THE 501E (for other states) - 00 O IN AGGORDANGE WITH THE UNIFIED 501L GLA55IFICAITION SYSTEM(A5TM D248T). THE � I I R I I 4x6 GGA-POSTS TO EXTEND 4'-O" I I W � N � �- O •• 51GNIFICANCE OF THE DATA WILL BE INTERPRETED IBY THE ENGINEER. VOO-272��8� 81 A.SOILS DESIGNATED A5 HIGHLY EXPANSIVE(GH,MH,AND OH)MAY REQUIRE I I BELOW UtyDISTURBED 501E (MIN) I I O N � � z � LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. Q i TYPICAL OF 4 I I SUCH SPECIAL TREATMENTS WILL BE DETAIILED IN THE 517E-5PEGIFIG BID O 'C) v �DOCUMENTS IF THE G05T 15 TO BE INCLUDED IN THE CONTRACTORS BASE By law,excavators and contractors ors working in the For safety reasons, homeowners are strongly i five boroughs of INew York City and Nassau and encouraged to call as well when planning any Q ( I I I 610. Suffolk Counties on Long Island must contact type of digging on their property. Homeowners B.501L5 DESIGNATED A5 HIGHLY ORGANIC(04,OL,AND PT) MAY REQUIRE DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by I I I I 5ELEGTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE I I I I �� . but no more then 10 working days(excluding calling 811,the national call before you dig ELEVATION EXTENT OF THI5 TREATMENT WILL BE DETAdLED IN THE SITE-SPECIFIC I I I I DOCUMENTS IF THE G05T 15 To BE INCLUDED IN THE CONTRACTOR'S BASE weekends and)algal holidays)prior to beginning number. For excavation work completed on I I I I BID. any mechanized)digging or excavation work to personal property, it Is the contractors L_J L_J G. THE GONTRACTOR SHALL INSPECT THE 511E GIRADE AND NOTIFY THE ENGINEER ensure underground lines are marked. responsibility-NOT the homeowner's-to contact OF ANY CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRE55ED Excavators and contractors can also submit DigNet. Having utility lines marked prior to IN THE 51TE-SPE6IFIC BID DOCUMENTS. THE EXTRA COST OF UNANTICIPATED locate requests online,through ITIC. If you do not digging is free of charge. DETA I L 'A' REMOVAL/REPLACEMENT WILL BE BASED ON THE UNIT COSTS PROVIDED currently use ITI1C, please call 1-800-524-7603 L/ WITH THE BASE BID. THE 605T OF UNANTIGIPATED LIME STABILIZATION OR 2 OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. for more information. PROPOSED RE ,rO` SABLE PASSAGE H`-r 5GALE:Y2" = I'-o" of 2 I