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Home My WebLink AboutTR-9123 Glenn Goldsmith,President *QF SO Town Hall Annex Michael J.Domino,Vice-President ,`Qyplo 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A. Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 adyIUNT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION,: 1ZJ-` ld INSPECTED BY:' '-- Ch. Y:`Ch. 275 Ch. 111 - INSPECTION SCHEDULE Pre-construction, haybale line/silt.-boom/silt curtain 1St day of construction '/ constructed Project complete, compliance inspection COMMENTS: L-V P/,,,,(, vlk CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President �'QF so(/ry Town Hall Annex Michael J.Domino ,`O �� 54375 Route 25 P.O.Box 1179 South John M.Bredeme III er k Y � � old,New York 11971 A.Nicholas Krupski cn G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1769C Date: October 21, 2020 THIS CERTIFIES that the repair of existing clubhouse foundation, i.e. install new foundation pilings replace porch decking replace and/or sister existing foundation framework components_ (e.g. girders) and install-new materials to stabilize and securelhe building (e.g. hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL.±4.73')around three sides of existing clubhouse and install±34" untreated cap to cover bulkhead and gap between bulkhead"and existing porch; install±4' extension of existing bulkhead return(stepped down to EL.±3.6')to connect to proposed mid-sill bulkhead;backfill extended,return with approximately 4 cubic Yards clean sandy fill and plant with Spartina patens 18"o.c.)to establish_ approximately 64'sq ft area of high marsh,• replace two sets of existing steps with two sets of ±4'0' woodplatforins over mid-sill bulkhead) and±2'x7'- steps,remove and replace in- kiildliri-place±4'x5' section of'existing dock catwalk to allow for installation.of mid-sill bulkhead,• place approximately 46 cubic yards clean sandy fill beneath clubhouse-to raise grade to EL :0 6'.and remove and 'replace in-dace 5,'x86' timber footbrid eg_using open-grate 'decking,• with-the'condition that during construction if any Spartina alterniflora or,Spartina patens is disturbed that same be restored in kind, At 50 Jackson Street,New Suffolk Suffolk County Tax Map#1000-116-6-24.1 Conforms to the application for a Trustees Permit heretofore fled in this office Dated October 13, 2017 pursuant to which Trustees Wetland Permit#9123 Dated November 15, 2017,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which-this-certificate-is_beingrissued is for the-repair-of-existing clubhouse foundation, i.e. install new foundation pilings replace porch decking replace and/or sister existing foundation framework components (e.g.,girders) and install new materials to-stabilize and secure the building(e g hurricane straps),• construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL :L4.73') around three sides of existing clubhouse and install±34" untreated cap to cover bulkhead and gap between bulkhead and existing porch; install±4' extension of existing bulkhead return(stepped down to EL.±3.6')to connect to proposed mid-sill bulkhead; backfill extended return with approximately 4 cubic yards clean sandy fill and plant with Spartina patens (18"o.c.)to establish approximately 64sq.ft. area of high marsh; replace two sets of existing steps with two sets of±4'x7' wood platforms (over mid-sill bulkhead) and±2'x7' steps; remove and replace in-kind/in-place±4'x5' section of existing dock catwalk to allow for installation of mid-sill bulkhead;place approximately 46 cubic yards clean sandy fill beneath clubhouse to raise grade to EL.±3.6'; and remove and replace in-place 5'x86' timber footbridge using_open-rate decking; with the condition that during construction if M Spartina alterniflora or Spartina patens is disturbed that same be restored in kind. The certificate is issued,to Kimogener-Point Company-c/o Daniel Bingham,Pres. owner of the aforesaid property. ,Authorized Signature Michael J.Domino,President �QF SoUry Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� �� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 �y00UNT`1,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 16, 2019 Kimogener Point Company 805 SW Broadway, Suite 2750 Portland, OR 97205 Attn: Steve Marsh, President' RE:' KIMOGENER POINT COMPANY 50 JACKSON STREET, NEW SUFFOLK SCTM# 1000-116-6-24.1 Dear Mr. Marsh: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 16, 2019: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#9123, as issued on November 15, 2017. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD:dd VVIA -7 �o� S 0-8-v-044,w _ , �� r �a �J _ _ go�tiold Torn r of T ste Steve Marsh, Kimogenor PointCompany 4934 W Hewett Blvdnt y Portland,OR 97221 a� September 30,2019 Board of Southold Town Trustees 54375 Main Road PO Box 1179 Southold,NY 11971 Dear Sir§: I have replaced Daniel Bingham as the president of the Kimogenor Point Company in New Suffolk,NY. I am writing to request a one-year extension of Southold Town Wetlands Permit No. 9123.A check for$50.00 is attached. Respec 11 , Steve Marsh President E -Q' - SEP 3 0 2019 Southold Toa,.n Board of rrustaes �Ox �w -Caqg--R7C67 Michael J. Domino, Pre it ©�� C Town Hall Annex John M. Bredeme er III" II Vice-rresident et. Y y 4� v 54375 Route 25 Glenn Goldsmith C P.O.Box 1179 A.Nicholas Krupski � Southold,NY 11971 Greg Williams � p!� Telephone(631)765-1892 �� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: W O Completed in field by: T KIMOGENER POINT COMPANY requests a One-Year Extension to Wetland Permit#9123, as issued on November 15, 2017. Located: 50 Jackson Street, New Suffolk. SCTM#: 1000-116-6-24.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 y Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: 4� e4,rd I yew. I have read & acknowledged the foregoing Trustees.comments: Agent/Owner.- Present gent/Owner:Present were: J. Bredemeyer M. Domino G. Goldsmith V"' N. Krupski G. Williams Other CC# : C14-38787 a il3'C COUNTY CLERK'S OFFICE. STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 09/23/2014 under Liber D00012789 and Page 619 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 09/23/2014 SUFFOLK COUNTY CLERK <;7- a 41-�� JUDITH A.PASCALE SEAL i I IIIIIII IIII VIII VIII VIII VIII VIII VIII VIII IIII IIII 111111 VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 09/23/2014 Number of Pages : 4 At: 09 : 47 :56 AM Receipt Number 14-0125350 LIBER: D00012789 PAGE : 619 District: Section: Block: Lot: 1000 116. 00 06. 00 024 .001 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15. 00 NO TP-584 $0 .00 NO Notation $0 . 00 NO Cert.Copies $5 . 00 NO RPT $60 . 00 NO Fees Paid $125 .00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County PEGOPI)ED 2034 Sep 27, 09.417.56 Al's iUL'�ITH A. PH CAL.E Number of pages CLERK OF SUFFOLK COUNT%' document will be public o. P 619 tr`i_C�YCJ Please remove all NurnL)er7 PriOr (o recorclity. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. L!� or EA-52 17(County) Sub Total f Spec./Add. EA-5217(State) --�—,�, TOT.MTG.TAX n( J Dual Town Dual County R.P.T.S.A. `�c`� ® Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit + . Mansion Tax ( CerThe property covered by this mortgage is j,,tified CoV"` _�__— or will be improved by a one or two NYS Surcharge 15. 00 Sub Total family dwelling only.YES or NO Other Grand Totals If NO, see appropriate tax clause on page# of this instr m nt•�� 4 Dist. 1 2792563 1000 11600 0600 024001 01 5 Community Preservation Fund ReaTax IServi Service P R MI 11�8110II�II I��I�I011�II��I 9111 �II��IIII I�01 Consideration Amount $ Agency 15-SEP-94 CPF Tax Due $ Verification 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address Improved RECORD&RETURN TO: iVacantLand TD En-Consultants 1319 North Sea Road TD Southampton,NY 11968 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 81 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenant made by: (SPECIFY TYPE OF INSTRUMENT) Kimogenor Point Company The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE Board of Trustees or HAMLET of New Suffolk BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLARATION OF COVENANTS THIS DECLARATION made this �' day of 2014, by Kimogenor Point Company, c/o William Archer, President, 29 Green Meadow Lane, Huntington,NY 11743 hereinafter referred to as"DECLARANT": WITNESSETH: WHEREAS, DECLARANT is the owner of certain real property located at 50 Jackson Street, New Suffolk, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 116, Block 6, Lot 24.1, which is more particularly bounded and described as set forth in Schedule"A" annexed hereto,hereinafter referred to as the"Property;" WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities;and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that an existing six-foot wide "nonturf buffer" continue to be maintained landward of the replacement bulkhead, NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities the existing six-foot wide non-turf buffer landward of the bulkheading to be replaced shall continue to be maintained as a six-foot wide"nonturf buffer"as defined by Chapter 275 of the Town Code;and 2) These covenants shall run with the land and shall be binding on the DECLARANT, its assigns, purchasers,or successors in interest and may be modified only upon resolution of the Trustees. -0- IN WITNESS WHEREOF,the owner have duly executed this instrument this `"1 day of 19-1- u , 2014. Kimogenor Point Company By: William Archer,President STATE OF ss: COUNTY OF ef On the 12 day of /I— c S in the year 2014,before me the undersigned, a Notary Public in and for said State,personally a peared William Archer,President of Kimogenor Point Company,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual or the person on behalf of which the individual acted,executed the instrument. ` SREEWATTI GOB r•'` �r� / Notary Public-State of New York Notary Public x NO. 01G06212568 Qualified in Bronx County fl My Commission Expires Oct 13, 2017 2 SCHEDULE A ALL that certain lot,plot or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the Village of New Suffolk,Town of Southold, County of Suffolk and State of New York and bounded and described as follows,to wit: on the North by Tuthill's Creek, so called; on the East by the highway leading from the bridge across Tuthill's Creek to the Bay; on the South and West by Peconic Bay, and containing by estimation three acres,more or less. 3 Michael J.Domino,President �®* y� Town Hall Annex h0 l4 54375 Route 25 John M. Bredemeyer III,Vice-President P.O.Box 1179 Charles J.Sanders COO Southold, New York 11971 Glenn Goldsmith ® �O� Telephone(631) 765-1892 A.Nicholas Krupski olif'COUNTil � 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/silt boom/silt curtain 1St day of construction Y2 constructed Project complete, compliance inspection BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK . ..... PERMIT NO. 9123 DATE: NOVEMBER 15, 2017 ISSUED TO: KIMOGENOR POINT COMPANY do DANIEL BINGHAM, PRES. PROPERTY ADDRESS: 50 JACKSON STREET, NEW SUFFOLK to MMS SCTM# 1000-116-6-24.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 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 November 15, 2017, and in consideration of application fee in the sum of$250.00 paid by Kimogenor Point Company c/o Daniel Bingham, Pres. and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to repair existing clubhouse foundation, i.e. install new foundation pilings, replace porch decking, replace and/or sister existing foundation framework components (e.g. girders),and install new materials to stabilize and secure the building(e.g. hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL.±4.731)around three sides of existing clubhouse and install±34" untreated cap to cover bulkhead and gap between bulkhead and existing porch; install±4' extension of existing bulkhead return (stepped down to EL.±3.6')to connect to proposed mid-sill bulkhead; backfill extended return with approximately 4 cubic yards clean sandy fill and plant with Spartina patens(18" o.c.)to establish approximately 64sq.ft. area of high marsh; replace two sets of existing steps with two sets of±4'x7' wood platforms(over mid-sill bulkhead)and±2'x7' steps; remove and replace in-kind/in- place±4'x5' section of existing dock catwalk to allow for installation of mid-sill bulkhead; place approximately 46 cubic yards clean sandy fill beneath clubhouse to raise grade to EL.±3.61; and remove and replace in-place 51x861 timber footbridge using open-grate decking; with the condition that during construction if any Spartina alterniflora or Spartina patens is disturbed that same be restored in kind; and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated September 25,2017,and stamped approved on November 15,2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. t; �` ' O �� f. `fir Glenn Goldsmith-Absent L TERMS AND CONDTI'IONS The Permittee Kimogenor Point Company c/o Daniel Bingham, residing at 50 Jackson Street,New Suffolk,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. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. r Michael J.Domino, President ��OF S0!/T�O Town Hall Annex John M.Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O. Box 1179 Charles J. Sanders Southold,New York 11971 Glenn Goldsmith G ® Q Telephone(631) 765-1892 A.Nicholas Krupski O a OOUIVT`I, Fax(631) 765-6641 �� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 15, 2017 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: KIMOGENOR POINT COMPANY c/o DANIEL BINGHAM, PRESIDENT 50 JACKSON STREET, NEW SUFFOLK SCTM# 1000-116-6-24.1 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 15, 2017 regarding the above matter: WHEREAS, En-Consultants on behalf of KIMOGENOR POINT COMPANY c/o DANIEL BINGHAM, PRESIDENT, 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, application dated October 13, 2017, 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, --------- - WHERE-AS;-a-.Publie-Hearing-was-held-by the Town Trustees.with_respect_to-said.application_on -. November 15, 2017, at which time all interested persons were given an opportunity to be heard, and, 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, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 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 KIMOGENOR POINT COMPANY c/o DANIEL BINGHAM, PRESIDENT to repair existing clubhouse foundation, i.e. install new foundation pilings, replace porch decking, replace and/or sister existing foundation framework components (e.g. girders), and install new materials to stabilize and secure the building (e.g. hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead (EL. ±4.73') around three sides of existing clubhouse and install ±34" untreated cap to cover bulkhead and gap between bulkhead and existing porch; install ±4' extension of existing bulkhead return (stepped down to EL. ±3.6') to connect to proposed mid-sill bulkhead; backfill extended return with approximately 4 cubic yards clean sandy fill and plant with Spartina patens (18" o.c.) to establish approximately 64sq.ft. area of high marsh; replace two sets of existing steps with two sets of±4'x7' wood platforms (over mid-sill bulkhead) and ±2'x7' steps; remove and replace in-kind/in-place ±4'x5' section of existing dock catwalk to allow for installation of mid-sill bulkhead; place approximately 46 cubic yards clean sandy fill beneath clubhouse to raise grade to EL. ±3.6'; and remove and replace in-place 5'x86' timber footbridge using open- grate decking; with the condition that during construction if any Spartina alterniflora or Spartina patens is disturbed that same be restored in kind; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated September 25, 2017, and stamped approved on November 15, 2017. 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: None V 0 -- ---Michael-J:MDomino---._ President, Board of Trustees MJD/dd Michael J. Domino,Pres o�pcot FF01.4, G Town Hall Annex John M. Bredemeyer III,Vice-Yresdent 54375 Route 25 Charles J. SandersC*? z P.O.Box 1179 Glenn Goldsmith "7 Southold,NY 11971 A.Nicholas Krupski y p!� Telephone(631)765-1892 �Ol �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: 4), T En-Consultants on behalf of KIMOGENOR POINT COMPANY, c/o DANIEL BINGHAM, PRESIDENT requests a Wetland Permit to repair existing clubhouse foundation, i.e. install new foundation pilings, replace porch decking, replace and/or sister existing foundation framework components (e.g. girders), and install new materials to stabilize and secure the building (e g. hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead (EL. ±4.73') around three sides of existing clubhouse and install ±34" untreated cap to cover bulkhead and gap between bulkhead and existing porch, install±4' extension of existing bulkhead return (stepped down to EL. ±3.6') to connect to proposed mid-sill bulkhead; backfill extended return with approximately 4 cubic yards clean sandy fill and plant with Spartina patens (18" o c.) to establish approximately 64sq.ft. area of high marsh; replace two sets of existing steps with two sets of±4'x7' wood platforms (over mid-sill bulkhead) and ±2'x7' steps; remove and replace in-kind/in-place±4'x5' section of existing dock catwalk to allow for installation of mid-sill bulkhead; place approximately 46 cubic yards clean sandy fill beneath clubhouse to raise grade to EL. ±3.6'; and remove and replace in-place 5'x86' timber footbridge using open-grate decking. Located: 50 Jackson Street, New Suffolk. SCTM# 1000-116-6-24.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 / Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: Present were. J. Bredemeyer M. Domino G. Goldsmith N. Krupskl /C. Sanders Other Page 1 of 2 Michael J. Domino,Presi O�OSUFFO4ea Town Hall Annex John M. Bredemeyer III,Vice-President y� 54375 Route 25 Charles J. Sanders ro z P.O.Box 1179 Glenn Goldsmith Southold,NY 11971 A.Nicholas Krupski 4,, �apl� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: _ En-Consultants on behalf of KIMOGENOR POINT COMPANY, c/o DANIEL BINGHAM, PRESIDENT requests a Wetland Permit to repair existing clubhouse foundation, i.e. install new foundation pilings, replace porch decking, replace and/or sister existing foundation framework components (e.g. girders), and install new materials to stabilize and secure the building (e.g hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead (EL. ±4.73') around three sides of existing clubhouse and install±34" untreated cap to cover bulkhead and gap between bulkhead and existing porch; install ±4' extension of existing bulkhead return (stepped down to EL. ±3.6') to connect to proposed mid-sill bulkhead; backfill extended return with approximately 4 cubic yards clean sandy fill and plant with Spartina patens (18" o.c.) to establish approximately 64sq.ft. area of high marsh; replace two sets of existing steps with two sets of±4'x7'wood platforms (over mid-sill bulkhead) and ±2'x7' steps; remove and replace in-kind/in-place±4'x5' section of existing dock catwalk to allow for installation of mid-sill bulkhead; place approximately 46 cubic yards clean sandy fill beneath clubhouse to raise grade to EL. ±3.6'; and remove and replace in-place 5'x86' timber footbridge using open-grate decking. Located: 50 Jackson Street, New Suffolk. SCTM# 1000-116-6-24.1 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=" A. Adversely affect the wetlands of the Town: _ B. Cause damage from erosion, turbidity or siltation: _ C. Cause saltwater intrusion in the fresh water recourses of the Town: _ D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: _ E. Increase the danger of flood and storm-tide damage: _ F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of-the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 CONSTRUCTION SPECIFICATIONS SILT FENCE - 39_2 J WOVEN WIRE FENCE (MIN. 14 � � 0- 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 39-5 •- GAUGE W/ MAX. 6" MESH CD TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR SPACING) 37-7A Q) CO CO o HARDWOOD. 39_e N o 0 z FENCE WITH TIES 1p' Mq 36" MIN. LENGTH FENCE C) 2. FILTER SPACED EVOTH ERY TO BE T TOP AEND SECURELY SECTIONO FEWOVEN NCE SHALL L BE WOVEN WIRE, x' CENTER TQ CENTER POSTS DRIVEN MIN. 16" 39-78 $ 37-7 6 () 2 U 0 INTO GROUND •� (� � a (D •" \ 6" MAXIMUM MESH OPENING. _ I � }, � o � • � 12 •� \ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE _ W •� E m c \ OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER �� - S I T� 40-9 PORTION � i m FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. D s_s2 W` cz U 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED - ss-14 4D_7 i 1� w EQUIVALENT. - y ' LOT 2 \ Q 06 •� \ -� I HEIGHT OF 40-,0 cn - \ 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN - 4D-2z V U cn LJ , FILTER = 16" MIN. "BULGES" DEVELOP IN THE SILT FENCE. -�- O •� U > N 40-20 0) M x. y> cn EMBED FILTER N o ° rn s�� 6LOINHA MIN.GROUND OF cz _ 2 ao-z, Q L M w 00 0 oy> 44 1 do '�' C7 M 00 1 ��' �� 40-11 \ � � M O 00. %J/ MUSEUM LANSD TRUST IOP PERSPECTIVE VIEW Ul 4�3 U c ca sp, 40-17 WOVEN WIRE FENCE (MIN. 14 �I 1/2 GAUGE W/ MAX. 6" MESH 44-5 40-12 40-18 SPACING) WITH FILTER CLOTH z � 44- Gn V n 40-16 r O 36" MIN. FENCE POST CN �� Fll r � UNDISTURBED 1X!L *4v ,O• TER Fq jl FLOW I GROUND < 40-15 ERIC \/, / Q 44-8 44-7 40-13 �- �f� COMPACTED SOIL � �`�, z a LOCATION MAP SCA "_ ' r CONSTRUCTION ENTRANCE EMBED FILTER CLOTH o LE 1 400 Q _ s NOT TO SCALE A MIN. OF 6" IN GROUND ' 4„ O MAP kEFERENCES 7 '* SECTION VIEW 1. PLAN OF PROPERTY TO BE CONVEYED BY SUZANNA VON DER SCHULENBERG TO THOMAS W. BUCKNER, FISHERS ISLAND, NEW N/F YORK" SCALE: 1"=40' JULY 19, 1991 BY CHANDLER, PALMER AND TURKEY HOUSE, LLC { MUNICIPAL WATER D � G E ,� KING. K ON SITE SEPTIC SYSTEM OCT 2 4 2011 NOTES r.. .\ y 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE So!IiholdTown PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR ��✓` a� EXCEEDS THE SCOPE OF THE ENGAGEMENT. *04 L-LJ 45 30 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED • LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. ." 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND BENCHMARK: IRON ROD U SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEALol �L L=5. NAVD 88 8 ARE THE PRODUCT OF THE LAND SURVEYOR. O \.' K ;\ 4. COORDINATE DISTANCES ARE MEASURED,FROM U.S. COAST AND (n CL ® �_ _ J GEODETIC SURVEY TRIANGULATION STATION NIN z 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX O Y 0 24" MAP 1000, SECTION 10, BLOCK 5, LOT 2.2. V) Iz z wL�/ TWIN Q 0 o / � ,' MAPLE ry 6. TOTAL AREA = 1.91± ACRES. 0 ROCK h 4, 1\GF �T' % i'i /; G\ �`� I 7. SI'-E IS LOCATED IN ZONING DISTRICT R-12.0. z �-- c� z Lli .PIPE 8. THIS PROPERTY IS IN FLOOD ON V g Q ZONE ELEVATION 10 AND ZONE � w �.•. p WF FWW4 (FOUND) VE ELEVATION 12 AS SHOWN OF FEMA FLOOD INSURANCE RATE MAP v z cifQ _y N: 165.33 TOWN OF SOUTHOLD COMMUNITY No. 360813 PANEL 19 OF 1026 LL1 Q v �, W. 3045.33 MAP SUFFIX: H MAP NUMBER 36103C0019H MAP REVISED ~ a g Q LIMITS OF TIDAL WETLANDS L _ titi"t V) w (TOE OF SLOPE) G. JUST, / \ _ J SEPTEMBER 25, 2009. m JMO ENVIRONMENTAL, / ,- � �� IRRIGATION® \ �. ��j/ ''. \WF FWtn�3-� I a z m V) (' CONSULTING 03-30-2017 �/ �a� I 20 J HAND HOLES ® \\ 'r l � / \ \ �I �- Ld ,OAK 6�` �.' \ \ '\ p I I S 59'20 ST40� = 0 O OAK \ '•7 \ 9/� I co I \ GRAVEL L A \ 9cF I ILL LLJ v / IN Z LAWN \ I / PROPANE 04 IRRIGATION �\ TANK FRONT 3 I I I X7.5 HAND HOLES \,,�� `�'•' l� /� C,l I AC\ EL ECT RIC /// . S, / /.� I C O UNITS \ TRANSFORMER WETLANDS X7.8 \ WF FWW2 I /� \ `�� ° ala 0000eo ° oo ° 0000000000000000al. 000 ° I ° ° COASTAL EROSION LINE o 0 �SO9 )y �/ . ' s� LIMITS OF FRESH WATER \ I ° N 4e• O �� / �6 , �G - __�-------- ( WETLANDS AS FLAGGED BY \ ' ° 10'30, / j �.`\ PROVIDE CONTINUOUS LINE \ GLENN JUST, / I I Q I I ° ° ►y / / �$ - \ 5 OF SILT FENCE- MAINTAIN �1 DURING CONSTRUCTION Y-7.6 JMO ENVIRONMENTAL \� f t if CONSULTING 03-30-2017 ' ° o Y ' CHERRY / 0' l�F 1 4' 3:1 3:1 ° m = O cn I ° a' X o y / % `�`% •-- 0 �.o �, , ` � MAX MAX c o/ \ I IFjWl o 01 i 15" \1 . `�\, GSA \\ J I i ° o 1, 0� I \ g cq I I o ° z L zo S TREE \ QE1 (l "' ��1\ i `\ /,L \ II ° o p U H IS93• p �� , ��5�e �� c \ `REMovE atass a� LOAM Iv I I ° - 0 0 DRAINr�E CALCULATIONS / ?0683 OMITS OF Fl"� SEPTIC TANK -- 8- -�I i/� F (835± SF) PROVIDE \p / PLAN V) w AREA 1 (DRIVEWAY) �, 1900 SFX 1.0 X 2/12 = 317 CU. FT. REQUIRED ZONE AE X10 (EXISTING) �I\ �Q COMPACTED GRAVEL BASE a ri\ I - < 20" �'"-"r 1 ,,�✓�y'' / I-- - AND GRAVEL DRIVEWAY I a REMOVE EXISTING 1 OAK (,jam{P,� ��Q� GRADE TO RAIN GARDEN II I Q \ I PORCH do STEP (413 SF) DRIVEWAY ' 31 CF. / 1.5 VF = 212 SF REQUIRED FOR RAIN GARDEN I PROVIDE NEW COVERED) \\ /l , � \\ PROVIDE EUCTION I � 4--1 W PROVIDE 300± SQ. FT. RAIN GARDEN 1.5± DEEP , SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. �y°ate \ ! PORCH AND STEP (103 SF - ( I 14 �j `� CO�p�U r MIN. PROVIDE STRAW BALES BACKED ,(SEE ARCHITECTURAL PLANS I P �.�AK\ ��• \ `�� - I WITH SILT FENCE(TYP)3. w Jt• _ LINE PIT WITH 10 MIL 3 N I \ \\ PROVIDE \ ) i'� `�� ,��/, PLASTIC SHEETING, KEY --4'--I O AREA 2 (GARAGE) '- ENDS INTO GRADE 3„ STAGING CONCIRETE . _. . l.� 633 SF X 1.0 X 2/12 = 106 CU. FT. REQUIRED TREE AREA .\ WASH-OUT PIT 24" 8„ s.�...'` '. I o F. 1. VF = 71 SF REQUIRED FOR RAIN GARDEN j OAK BIRCH s r sEcnoN 106 C / 5 _ / ) ( ) - PROVIDE 100± SQ. FT. RAIN GARDEN 1.5± DEEP '�' Bj � ��`� � \\\ �-_--- ' �'/ \ �� y� �� ' y � z `- CONCRETE WASHOUT PIT SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. `�' es" \ _ - - i -P �. 8, .I- O 4 NOT TO SCALE E" s 20" � i , , - o ,_ , - :�4' I APPRO�!,�� 3Y I- t NOTES: QUAD �_JI O�Q I\ 'i d; 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL Q to ° �' o MAPLE FiL \' 1 CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRI BOARD OF 'I RUSTEES - 1 1 \ `, Q �--, _ PUMPS MUST BE SIZED ACCORDINGLY(7 GALLONS/TRUCK, -O } m ,I i' )- �- �p �\1 -� 50 GALLONS/PUMP, PLUS MIN. 1-FREEBOARD). CL w }Q 3'� N ( I �/ TOWN OF SOUTHOLD Q TYPICAL PLANTING ANDS ,I ) AREA 1 - \y `J 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROn SEPTIC o M �- v RHODObFNDRO ^\ PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, w �� PROVIDE RAIN GARDEN , LOCATION cn n J J�\ \- 75%OF ITS CAPACITY. cp U (EXISTING) N Q (`;\ w: \ - 3oot sF x 1.5 FT. oEEP )z� DATE A�ovrtl5 2017 °l a NEW ENGLAND WETLAND PLANTS, INC. ExlsnNc \ � � � I 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINME I� 2.MEDIUM SHRUB - BAYBERRY, MYRICA MORELLA PENSYLVANICA 1 �� I OF WASH WATER. - 61.41 � 1 22" � ' m � L� I � � I � 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA NSF SHAD ( SOAK `� I 4.LOVJ GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI ANYTHING FOR THE CHILDREN, LLC N 618'43'18" W \ �1 CLUMP S.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA SINGLE FAMILY RESIDENCE PROPOSED GARAIGE (633 SF) \ 1 48•�� ( / ? I u z z Y MUNICIPAL WATER SET SLAB AT EL. 7s7 30" 030• �' " � 0 ci � U 0 (SEE ARCHITECTURAL PLANS) �� T !V S 72'53 20 E _ - 0 0 cn Q w 0 w OAK \ y E a_ o 0 n 0 U j ON SITE SEPTIC SYSTEM PROVIDE ROOF LEADERS 8 9s -,-� -' LEGEND a m TO RAIN GARDEN ®� 5 _ +-� I PROPERTY LINE AREA 2- PROVIDE RAIN GARDEN - y N DATE: AUGUST 30, 2017 TEST HOLE DATA 1001 SF X 1.5 FT. DEEP IRRIGATION TWIN = ;= ,' - I I ABUTTERS LINE 1982 SUBDIVISION AND HOLE BIRCH c 'N - - . )� i / .0, o 1I EDGE OF GRAVEL -------- ---------- SCALE: 1 ' = 20' R. STROUSE P.E.L.S. _ ; EXISTING CONTOUR - -- 8 - 0"-12" TOPSOIL --meg I FRESHWATER WETLANDS a CWF #FWW3 PROJECT: 2017813 12"-36" SUBSOIL LIMITS OF CLEARING, ��"- 1 -,I QUALITY CONTROL CERTIFICATION 36"-144" FINE SAND-MED. COMP. (SP) GRADING AND 1 iI I NOW OR FORMERLY N/F GROUP REVIEWED DATE SITE DISTURBANCE _ j PROJECT nANACER 4800± SF 0 1 I BOUNDARY POINT 30 IRON PIPE SU A'EY ENVIRG�J'AENTPL OAK I GAS VALVE � SHEET L 20' 10' 0 20' 1 OF 1 STRUi;TURAL GRAPHIC SCALE IN FEET ARCHITECTURA',- i �r ��wP° 5TRUGTURAL REPAIR NOTE5: PJ �`��OJ\ I.START OF STRUCTURAL REPAIR SHALL ONLY BEGIN AFTER THE CONTRACTOR HAS BEEN SHOWN THE PROPER REPORTS STATING THAT ALL 1 ' �.: •'- p z aO p *- C� ,..r:••, �.- , O e �� P�� HAZARDOUS MATERIALS HAVE BEEN REMOVED FROM THE 51TE USING FEDERAL,STATE,AND LOCALLY APPROVED METH005 AND �`._j•,�;;::-f''. 1VtC►(S T. �^ p O N O Z _ Q• PROCEDURES FOR THE MATERIAL IN QUESTION. - • , Sr I Q $ �i "C Q1 2.CONTRACTOR TO VERIFY ALL DIMENSIONS/QUANTITIES IN FIELD PRIOR TO PROCEEDING WITH ANY WORK. .� • '.- ' ` R-'-� `• i Q� f o Off' V 3.ALL 5TRUGTURES BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE F R " D 0 STRUCTURAL REPAIR.LOCATION OF SUBSURFACE i-;:... , r O cl _ - OJ§ STRUCTURES ARE ESTIMATED TO BE LOCATED AS SHOWN.THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE AGGURAGY OF THE •; North Fork i• :.:: ��-- -r-` j 11 z � � O � U - W, � S j PROP05W MID-51LL VINYL LOCATION OF THE SUBSURFACE STRUCTURES SHOWN OR T405E STRUCTURES NOT SHOWN. _ •• , :..'; �:r •i � w Q Z - - __j & BULKHEAD :APPROX. t133 LIN. FT. 4.THE STRUCTURAL REPAIR SHALL BE PERFORMED BY THE CONTRACTOR(5)AT THEIR OWN R15K AND LIABILITY.ALL DAMAGE TO THE ��•'•': i / fl Z �"� PROPOSED t4' EXTENSION OF EXISTIN6 BULKHEAD S ^`-Q RIGHT OF WAYSSES ,RAMPS,WALKWAYS,PAVEMENT,EXISTING BULKHEAD 5HEATHING AND TIMBER,BUILDINGS BOTH ON 51TE OR . ::: ... - f RD I �/ z z ~ Q Q i - - RETURN(VINYL,TOP OF BULKHEAD = EL. t3b') P� .�0�� O pc` (OFC LARI DEMO OF BROKEN FOR EXOSTEPS ADJACENT TO THE STRUCTURAL REPAIR AREA WILL BE REPAIRED OR REPLACED SOLELY AT THE CONTRACTORS EXPENSE. : ; i ,r' ,/ . . O l� T � "' �� 5.TO THE BEST OF THE BJ6INEER'5 KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5),THAT COULD BE AGGRAVATED BY THE STRUCTURAL '..� . `'' ':':_:. G Q14GE Ap I O� r t] �i O z z - � USED TO BRIDGE THE CAP BETWEEN EXISTIN6 ` (!_,(S I - ,:: V REPAIR PROCEDURE EXI5T ON THI5 SITE, `,-. , v_ I I' p v 9 <, - . BULKHEAD RETURN AND PROPOSED MID SILL '� Ill b.THE CONTRACTOR I5 ADVISED TO USE CAUTION WHEN EXCAVATING AND REMOVING 5UBSURFAGE 5TRUGTURE5,TIMBER PILES,ETC.,DUE .. ; € : :;'1',:. _,�' ~ 'q4 u: � w v 1 � -: 0kn �� BULKHEAD SEE SECTION 'A' AND ENLARGED a�+ EX. 3 x8 5TE%TO BE REPLACED W/ TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE UTILITIES. ' I f' :- •-1.l � w - �.' � O 0- �_� tl� 4.4 r. , r-' j ,� c� '- I 7 z Q Q w PARTIAL PLAN FOR CLARITY (THIS DWG) PLATFORM AkND 5TEP5 (5EE 1.ADEQUATE FENCING 15 TO BE ERECTED AS SHOWN ON SITE PLAN PRIOR TO THE START OF STRUCTURAL REPAIR.THE CONTRACTOR I5 TO I :�E .ter;-; ! , , = � �° 1 C)J{� Call) � F � F _ 0 , MAINTAIN THE FENCE DURING THE 5TRUGTURAL REPAIR AND THE FENCE I5 TO REMAIN IN PLACE UNTIL ALL THE WORK I5 C.OMPLETED. ---; 1:',.;I t L /j l� FANNI�j� ��' _`"� � rp O -a o �� 3.7 4.4 xtle ENLARGED PARTIAL PLAN,THIS DWG) 8.NO DEBRIS SHALL BE PERMITTED TO FALL OUTSIDE OF AREA OF WORK,BEYOND SILT FENCE PERIMETER AND/OR ADJACENT `„. `,•r,: ; AD '` ~�" r',YC uU W ti S S EX. 3x7 STEP TO BE REPLACED W/NEW 3b i• � w Q �' -- - T , PROPERTIES. r `„ . 't 4A ARB I , p m , rz - - BS PLATFORM AND 5TEP5 (SEE ENLARGED / q.CONTRACTOR 15 RESPONSIBLE FOR THE LEGAL REMOVAL OF ALL DEBRIS FORM THE 51TE AND ALL CARTING AND DISPOSAL FEES m ,E Vis..;; ra � , Y r Q Q PARTIAL PLAN, THIS DWG) I a.b �y�-� 41 >II 11 ( i'. � PS = V `8 6 Al 3.h ASSOCIATED WITH SAME. a[�.--�t�fJ 1CbUR6S RO > " ~ aC o W �I,�-__�0�__-_,____ vQ a r 10.CONTRACTOR SHALL LEAVE THE 51TE GLEAN OF ALL DEBRIS WITHIN THE PROPERTY LINES. 0 � x 14 I:Bp 0 V :•. � ��'4--' �� w Tess \ \C1t\ E>lSTlhlg V/ (HM) 4 4 ytl� EXIST.WD PORCH TO /�` G ,•. ppp p � � � ��\� NYC e1)( 1"q .::.:: BE REWORKIED GENERAL NOTED: r:.;: a ]UACII 'l u! W tH N , 6 n K"F� ,S '16'10,,t -1.3 / 1 SITE_ __ ' �, ; �, pp p - �B 6 0 rn 1. SEE STRUCTURAL REPAIR NOTES PRIOR TO ANY WORK. � Q a � � > 1 r -15 X. Dock EXIST.WD UUB HOUSE x �I LLL �� l ss+ 161 rr 2.q t.o.d.@ el.5.0' f` X. I STY WD FR 3.4 r 2. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE LOCATION- - JAO DN0 " � r -2.8 BE REWORKED � •�,..::•,:.::,<,�_ �, Gn ...: ;' 183.3 ► L -2.l F HIMSELF WITH THE INTENT OF THESE PLAN5 AND MAKE WORK AGREE WITH SAME. •:Iy'-' •"•, : �' r �'-" . ' r k GLUE HOUSE d PORCH R 3 z ,,, cn, ,- - r- 1) 1 2s 1.1 x� s o o - o iL✓\a`� rn 2.0 1.8 4�T ON WD PILES TO BE �y® EDGE OF E;XISTIN6 IM < 3• CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO PROCEEDING Willi ANY WORK xj �0��. -_�_, �- ry cV cv O cv `�) 0 3.0 32 0 3.4 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND V 6 � N m ry � 5bx -Il -2.l -3.4 Opp STRUCTURALLY �'•2.q • �c -�. D O N O ,� N 211 ,n �� 2,4 / 0.6 �i REPAIRED r RE6ULATION5 OF THE TOWN OF SOUTHOLD. P _ -� '- , Q T i , cv - o.s 3 33 q .t� 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT A5 INDICATED ON THESE PLANS,THE m m :n .D .fl 13 <3 0 3 -1.3 2"3.0 �' F.FL.EL. _ � �- � f O O O O O O O O f, ULI o 3.1 8 2-2'� 3.1 , Al n CONTRAGTOR SHALL STOP WORK AND NOTIFY THE ENGINEER.SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE,AND CONTINUE WITH THE � '• r �- 70 f2 1-11 � 0.4 -2.q / -A-Ii /�/ I �0 i +6'MLLW I WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. JJ�� }� 118 bx 6 Bs, _0 13 -3.3.2 3010 6 '�� 2 /�� 3b 35 36 o b. NO DEBRIS SHALL BE PERMITTED 70 FALL INTO NEIGHBORING PROPERTIES. LOG1-'tT I O I�l MAP: ?. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON A 2'' X \ ® I 3'6 SEE SEGTICiN'AI' SITE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. NOT TO SCALE Q ��,, ,\" -1.2 3S -0.\.� & ANY DISTURBED GRADE WILL BE RESTORED TO BACK TO OR16INAL WITHIN PROPERTY LINES. 02 33331.8 ` / 32 33 / 1 FOR DETAIL,THIS 5HT q. INSTALL'OPEN GRATE'FLOOR SYSTEM FOOT BRIDGE _ �* ** 11. 2 ✓ -�\ 3.3 MATCH SYSTEM CURRENTLY INSTALLED(OPEN GRATE)ON'WALK TO DOCK PREFERRED BY CLIENT KIMOGENOR 10M.,Co. Ib -3.3 p� � TIDAL WETLAND BOUNDARY INSTALL PER MANUFACTURER'S 6UIDELINE5,SPACE W35TRUGTURE A5 REQUIRED G G PLAN I SC1MNo.10001166- .1 12 -3.5 - 41b'3-. B1 `°A 1 (� ` •® LOCATED ALONG PERIMETER OR USE PROPOJED JIT PL1`�I`l FOR: -26 - . 5 32 � OF,G USHOU5E AS DETERMINED THRUFLOW PREMIUM DECKING SYSTEM �1 q -•� \ ~ 1 7 `� L I'WIDE X 5'LONG PANELS,PART N0.60-XX-I-4T KI MOGENOR POINT CLUBHOUSE 51TE PLAN BASED ON 3� w o BY EN-CANSULTANTS ANDFLOWGOM,I-888 418-3569 SITUATE AT: ORIGINAL SURVEY BY: / \ 22.3 1 3 3 85 Al BI NI 3.5 �® G HAMMARTH,NY5DEG LOCAL DEALER:PORT LUMBER(RIVERHEAD,RO,EMAIL:GHARLIEOPORTLUMBERLOM,631-121-3842 KIMOGENOR POINT ROBERT H. FOX, SURVEYOR ,--, � 41 ,' 3'5 3 -I•q � 3 \ I � 1 KIMOCENOR POINT Co. COLOR BfOWER-COLORS AVAILABLE LIGHT GRAY,sEAFOAM AND MAPLE TOWN OF 5OUTHOLD P.O. BOX #33b SITE PLAN /STS -2.3 3 -2.q s •32 J MHW=3.0' '• SCTM1No.1000-116-6-24.1 INSTALL P�MANUFACTURERS 6111DELINES,511B5TRUGTURE I5 o.G. SUFFOLK COUNTY NEW YORK AQUEBOGUE NY 11x31 / ` •0 -3.1 0 \ abv.MLLW I SGTM No.: 1000-II6-6-24.1 D - �- ___-___=I1 \ /_, 3.q ATE: OQ 16 15 I.q 3.3 ` EDGE OF EXISTIN6 IM E,�STENING MOTES: 21.2 _2.1 --_ � 3.2 LAST UPDATED: 06-20-1-1 -2. -L6 'z.Q- /p. 3.1 / I. ALL FLOOR JOISTS(CLUB HOUSE AND PORCH,EXI5TIW AND NEWLY REPLAGED) A�REAt OF DISTURBANGE: DATUM: MLLW 50 15 O 50 60 CIO 120 -23 -2.1 � •-F.O-- • 1 SHALL BE STRAPPED TO GIRDERS WITH SIMPSON STAINLESS STEEL HURRICANE TIES. USE MODEL NO.H855 NA.rrJ GRAPHIC SCALE III 30'-O" \ " 1 -2.3 2.3 -1.4 3 Eotb,25C SQ.FT. -1 S 0.8 �F 2. ALL GIRDERS(GLUE HOUSE AND PORCH,£XI5TIN6 AND NEWLY REPLACED)SHALL BE STRAPPED TO PILES(UA.N)WITH 51MP50N STAINLESS STEEL 2.3 -2.1 \-0. M�RSy HURRICANE STRAPS. U5E MODEL NO.MTSA_55,LENGTH VARIES PER CONDITION. �+ -2.3 22 1. M / 3. ALL DOUBLE GIRDERS(PORCH REPAIR 2-3x8)SHALL BE CONNECTED WITH LEDGER LOCK OR EPDXY COATED SCREWS,NO NAILED APPROVED BY � ,� -2.1 -I.0 �0 a.0.0, • CONNECTIONS. _1.q_...0-1 -2S 4. ALL BRIDGE GIRDER/J015T CONNEGTION5 SHALL BE STRAPPED W/5IMP50N STRONG-TIE STAINLESS STEEL TWIST STRAPS. USE MODEL r� l� M BOARD OF TRUSTEES FOR PROPOSED WORK IN THIS AREA23'0 EXIST. 5.0'W X ±8b'L6 TIMBER FOOT r No.MT5M1655(5EE 5HT.3,'ENLARGED ELEVATION® TIMBER BRIDGE') PROP. MID-SILL FOLLOWER BELOW Cj m XNG -3.1 BRI06E TO BE REMOVED AND '1 s 5. U5E 5TAINLE55 STEEL FASTENERS WITH ALL 51MP5ON 5TAINLE55 STEEL CONNECTORS. /� . TO.WN OF SOUTHOLD SEE ENLARGED PARTIAL PLAN ON SHT No.3 �/� 1 _2.4 REPLACE (IN PLAGE). SEE 5HT No3 7. USE GALVANIZED FASTENERS FOR OTHER THAN USE R 5IMP50N CONNECTORS,UU.N � / 1 �, I �� h+ ?. USE X10 PAN HERD STAINLESS STEEL SCREWS FOR 7HRUFLOW DECKING SYSTEM �� I/ �� PROP MID-51LL VINYL 5HEATHING I' l ��.11 FOR CONSTRUCTION REQUIREMENTS 8. U50YV STAINLESS STEEL LAG BOLT5 FOR 55.PLATES AT MIO-51H AND BULKHEAD RETURN EXTENSIONS. 5EE CONNECTION SHOWN IN PROP. LOWER LEVEL MID-5ILL WHALE (BLW)/ �T� N DATE /��Il� Is zvr� TIMBER FOOT BRIDGE REPLACEMENT ��, N Ell EV (CONTINUOUS - BLW) F-+-1 ,``'{� 2 -3/4 xl6' L6 GALVANIZED LA6 BOLT NV WASFfF�Z ('f1 :, , s� � �I (TYP I BOLT PER 61RDER/PILE INTER5EGTIOw ORDER OF IN5TAtLLAtTION: Q � COMPLETE THIS CONNECTION PRIOR t � I PPOP05ED B.O.DOUBLE 3xb GGA 61RDER5 0 0 0 -O---0-- TO REST ON TOP OF 10'�GGA PILE,WHALE,VINYL SHEATNIN6 TO INSTALLATION OF MID-SILL o 0 1 1 e-- .•�'- / . PILING,FOLLOWER AND LED6ER BOARD 0 EL.4b3' BULKHEAD WHALE ABOVE PROP05FD O ly" _ � M--1 Z LL / // / 38 TEMPORARY HEAVY EQUIPMENT MATS BULKhEAD RETURN EXTENSION GAP INSTALLED IN ,;; f I u; 3/e"THK 5.5. o , �' e � O ` J iV 2/ PROP. t4.0'D x 1.0'W WOOD \ FOREGROUND OF BOLTED PLATES , , � _� CUSTOM PLATE 0 1 3 , L�I. � � TEMPORARY HEAVY EQUIPMENT MAT WILL BE PLACED OVER EXISTING MARSH A5 M PLATFORM(BUILT OVER PROP. REQUIRED TO TRANSPORT AND OPERATE EQUIPMENT DURING CONSTRUCTION-ALL PROP05ED 2xb UNTREATED GAP 1X1 N: = MID-SILL BULKHEAD) AND DISTURBED/DAMAGED AREAS OF HIGH MAR-511(HM)VEGETATION WILL BE 1 DIMENSIONS 1'1 13 O / t2'D X 1.0'W WD STEPS REPLANTED WITHI 5RARTINA PATENS ON OL)AND ALL D15TURBED/DAMAGED 3 , . . `,.!:,; O T II ZAREA TO BE FILLED WITH ±4 CU-YDS. OF AREAS OF INTERTIDAL MARSH(IM)VEGETATION WILL BE REPLANTED WITH L15E /O 6ALV.THRU BOLTS W/ GI A 1 I/.� COMPATIBLE CLEAN SANDY FILL OBTAINED (HM) " WASHERS AT BOTH HEAD AND PROP,MID-5ILL• , ' PROP.MID-5ILL' 1 . ttom�,, O SPARINA ALT£RNIFLORA(I8 o.G). O BULKHEAD,WHALE'O ,`';'. ', -, ; .'' BULKHEAD MALE I'-0° 4".' I' PROP.3/e"TFfK 5.5.GUSroM PLT- 14' FROM AN APPROVED UPLAND SOURCE TO AN / END(IS'O.G.MAX) I ", ." .. ;I'.:1 2 ELEVATION OF 3.6". AREA SHALL 13E PLANTED . % 4.6 O - r. ' - DRILL HOLE LOG.FOR - WITH SPARTINA PATENS (PLANT 18" O.G) �' '. j ii I 1111 11 )1"O FASTENER(YYPIGAL) (`O X II I I I, li I , it I, , T �O. % � 1; ' d 'a,�..' 11 1 1 X Z1 VJ n II 1 1 11 1 1 11 USE: GONNEGTION PLATE FOR �T 11 „ -a r�r T r ��\ �� byC>' p Z� USE%g" THK 5:5.'L'SHAPED ; ;' PROPOSED x r" �' o X rn MID-5ILL AND BULKHEAD RETURN Al �4 `I\ / �A O,c `36� PLATES(TOP/AND BOTTOM)LAS ;; n I; n. II ii, .II 1 o o . o r o a ) EXTEN51ON 9x // IS IN AN �/s TO OPP051N5IMALES. FASTEN f Ov I. �' II 1. II 1. + r z � ,� � /-�� ' M n� -o � EX T 6 ME T 1 I I -O LOWER LVL MID-5ILL 0 1 4.l / Q II / U, C = rn LOG: 2 SIDES,TOP AND BOTTOM IQ W/ "�x5"L6 5,.5.LA6 BOLTS W/ I I BULKHEAD"WHALE D o OF PROPOSED WHALES H--� HIGH WATER LINE Rpp� 1. . _` � a i, z 70 QTY: 4 PLATES TOTAL F S \\ /• `gyprI/,/�:� r� 5.5.WASHER(SEE CUSTOM 11 I 11 � c� rn a r rn T11 - `c!, b U PLATE DETAIL THIS 5HT) I, I1 '�"�'' y - r- rn �/, r X n FASTENERS/TOP PLATE: 3 \� I' y I ;1 I 1; 1' LOWER LEVEL WHALE FOLLOWER APPROX 9' � V D � I MID-5ILL WHALE,3®BULKHO L*16.1>y . '``V r� �i�� - TO "�4/ 1 1 1 i 1 i; :' .`' :: r 34" a z '�z z FASTENERS/BOT PLATE: 2® '� O� N�� A- �� N BULKHEAD RETURN EXTENSION'S 1 L6 THRU BOLT TO MID SILL BULKHEAD. USE / z `'� T. y0 Ex. Dock 0 yF� \��''+'.- 3 6x8 GGA WHALE AND FOLLOWER ! 1 . GLEN THRU BOLTS W/WASHERS HEAD AND 1 z Oz MID-SILL WHALE,2®8l1LKHD �P Q�� e '� j EXTENSION WHALE - �t� °. r.•;'I,- I END(18"OG MAX) INSTALL AT SAME ELEVATION 4( �•, F TA.DOCK A el.50 - �' , \ /S'C 1 ;1 . .1 ;I A5 RETURN EXTENSION'S PERPENDICULAR WHALE. ^ 9 I 1. .1 ii : r r i o ��F PROPOSED BULKHEAD RETURN EXTENSION I J- r w o' PROPOSED EXTENSION OF EXISTING`JINYL SP. '�R I1 1� �1 1, 1, ,; ,; 1; i 1 11 ,i � (EXISTIN6 DECKING EXISTIN6 APPARENT ��' cF (SHORE6VARD 56-b25 VINYL SHEATHING 1 " CUSTOM 'L' SHAPED PLATE " w ® BULKHEAD (APPROX 4 LIN. FT. T.O. BULKHEAD PROPOSED 10 GGA PILE(FOREGROUND) TO REMAIN) LOW WATER LINE 0385"x 10' x 10'x t4'LONG, m2 a Fo / tg` EXTENSION = EL. t3.b') USED TO BRIDGE THE T.O.EXTENSION = EL. f3b'). 1)5®TO BRIDGE I 11 1 - F o 3.4 SCALE: I I-O I O �o.�X GAP BETWEEN EXISTING BULKHEAD RETURN I THE GAP BETWEEN EXISTING BULKHEAD F� ' �� 33 \,- - � Wq�� / � �4 AND PROPOSED MID SILL BULKHEAD BI I RETURN AND PROPOSED MID SILL BULKHEAD PROPOSED WORK SUMMARY: - °-C, -\ Aq r 11. c . ,�P Fo EDGE OF ELEVATION 'B 1' -_� � 1. X Ex15TIN5 INTERIOR WALL OF PROPOSED BULKHEAD 1 1I I INSTALL PROP05ED 1133 LIN FT MID-SILL BULKHEAD AND PROPOSED t4 LIN FT BULKHEAD RETURN EXTENSION INSTALL °oc� IM TO REMA J ALIGNED W/EX15TINO ROOF OVERHANG " . / , ____-. 10"O x 15' LG TIMBER PILES AT REAR OF CLUB HOUSE (EAST SIDE - PORCH REPAIR). ALL PORCH DECKING 15 TO BE JEFFREY T. BUTLER, P.E. �I 3.6 x � SCALE: I" = I'-O" Y OF t.�,pRSN ryry a I REPLACED IN KIND. PORCH STAIRS ARE TO BE RE-MILT. EXTERIOR STORA6E GLOSETS ARE TO BE REMOVED AND ��'� PROPOSED 10"P GGA TIMBER.PILES FOR 3.4 ° �. ;I: '''', RESET AS REQUIRED TO REPLACE DEGKIN6. EXISTING 5' WIDE X t8b' LONG TIMBER FOOT BRIDGE SHALL BE REMOVED PROP. ±4.0'D x -I.O'W WOOD PLATFORM I O u o u 1 p ,„ AND REPLACED(IN-PLACE). FILL BEHIND MID SILL BULKHEAD AND BEHIND PROP05EO EXTEN51ON OF EXISTING (BUILT OVER PROPOSED MID-5ILL BULKHEAD) STRUCTURAL REPAIR OF CLUBHOUSE, ..1. ' `:�;.;: . r;" SEE 5HT 2 FOR AND FOUNDATION PLAN 1 `; :'::: . ::.: \ X_ BULKHEAD RETURN A5 INDICATED.USE TEMPORARY HEAVY EQUIPMENT MATS AS REQUIRED TO MOVE EQUIPMENT ONTO Q " " Z AND ±5'D x 1.O W WD 5TEP5 TO BE :: :::: , ' ED 1_1THE SITE AND MOVE AROUND ON THE SITE TO CONSTRUCT THE PROPOSED WORK HEREIN. DAMAGED VEGETATION IN .:,...;1. . .t.:.,,,.:.: P4 M GONSTRUGTED IN PLAGE OF EXIST. WDOD 5TEP5 /' Al '�I,;,`, {;",. ::; H16H MAR5H AND INTERTIDAL MAR5H AREAS SHALL BE REPLANTED AFTER ALL CONSTRUCTION 15 COMPLETE. - v 7 PROP05ED BULKHEAD WOOD GAP :,,''.::;1:..;,:,; Q REMOVE AND RE-IN5TALL PORTION,OF DOCK TO DECK 04" OP x ±133 LIN FT, '. ;';_ :'' 't : NST z O :. 11111. CLOSES GAP BETWEEN I _ THE WORK PROPOSED TO THE STRUCTURE I5 CONSIDERED A REPAIR IN AGGORDANGE WITH SEGTION 404 OF THE IEBG-2015,AS Q � � m AS REQUIRED TO ALLOW FOR PROP05ED BULKHEAD / ' E.D. PORCH AND PROP05ED BULKHEAD ?.q, I f I .I' 1. I EXISTING ADOPTED BY NEW YORK STATE. IT HAS BEEN EVALUATED AND DETERMINED THAT THERE 15 NOT 5UE6TANTIAL 5TRUGTURAL IL M r . _ CRO551N6. RE-IN5TALL IN PLACE /32 37 n' lifl.-117 . • . i . EXISTING I STORY FRAME DAMAGE AS OF THE DATE OF TH15 DRAWING(SECTION 404.2.1). A5 SUCH,THESE REPAIRS SHALL BE DONE ACCORDING TO ~ / �\ 1.1.. r 1 'I ROOF OVER PORCH CLUB HOUSE < � 0) - Q / ® PROP05ED VINYL MID-5ILL BULKHEAD I I H..I. I' , G1 TO REMAIN TO REMAIN SECTION 404.4. A5 PER SECTION 404.5 (FLOOD HAZARD AREAS) THE THRESHOLD FOR 5UB5TANTIAL IMPROVEMENT OR z �- MaY� APPROX. 1133 LIN FT, Iii ii i I - /4 xl8"L6 GALVANIZED # SUBSTANTIAL DAMAGE I5 NOT MET,THEREFORE THE STRUCTURE I5 NOT REQUIRED TO COMPLY WITH THE FLOOD DESIGN LU WEST CREEK N2 , 0 . ' ' ' LAC BOLT W/WASHER I BOLT PER I F.FL.EL.® 6.0 REWIREMENT5 OF NEW CONSTRUCTION. - O } T.O. BULKHEAD ® EL. 14.13 •. _�, (IM) 2 61ROER/PILE INTERSECTION ON ° ALIGN � � (D CV Z O / EXIST. CLUB HOUSE oti- 1 TA LED6ER,FOLLOWER,VINYL SHEATHING AND WHALE o EL 4b3' PROPOSED 2-3x8 GGA(DOUBLE)61RDER TO REPLACE Exl5n%. (L �j � � TA.BULKHEAD EXTEN51ON 0 � ~ ALIGN FOR EASE OF GAP INSTALLATION EXTEND TO BEAR ON PROPOSED t1O'4 PILE 11----11 -I }- I < (LEXI5TIN6 5.0'W x ±86.0' L6 TIMBER FOOT 3.6 TO REMAIN . EI_.k3b'. MATERIAL AND � { APPROXIMATELY t10 Fool LONG _`!� v Z `9 LY Q BRIDGE TO REMOVED AND REPLACE (IN PLACE) / -'9.3, F.FL.EL. @ 6.O' 3I 4 CONSTRUCTION OF BULKHEAD I PROP.2xb UNTREATED GAP, PROP05ED 4xb GGA GIRDER TO REPLACE EXISTING. v � � Cj i C, < (ABY MLLW) O u� EXTENSION TO MATCH PROPOSED APPROX.±34"OP x±133'L6, I EXTEND TO BEAR ON PROPOSED MID�SILL BULKHEAD GAP USE SIMP50N STRONG-TIE CONNECTOR SEE 5HT No3 FOR CONSTR. REQUIREMENTS Q 33 1• EX15TIN6 T.O.GRADE BEYOND � � z .__I Q �- X MID-SILL BULKHEAD. INSTALL 2X T.O.GAP 0 EL 4.13 APPROXIMATELY til FOOT LONG MODEL NUMBER HU6BX,STAINLESS STEL Q % I EXIST.BULKHEAD RETURPJ UNTREATED GAP TO MEET GAP AT rL " Q O O ' USE 51MPSON STRON6-TIE HE16HT=?A,WIDTH=525 Q ' 3.6 �l O Q 'i Q TOP OF EXISTIN6 VINYL MID-SILL BULKHEAD,SEE DTL GI, � EX.2x8 FJ(REPLAG£ (SPECIAL��_ � � � Q � v'' Q THIS SHT. DECAYED FJ W 2xb ACO) STAINLE55 STEEL CONNECTOR `>" � - t -S. = R�1)`r 1® BULKHEAD RETURN MODEL NUMBER (SPECIAL�� l BusINE55 DAY LEAD TIME) z W � Q 'ri FL.EL.® 35.g2' Q O (v \�ly / �Q \36' \M,®� TOP OF EXI5TING BULKHEAD RETURN = EL.4.q' 4/1 / 71 B.O.FJ.0 f5.23'- Ex.2x10 FJ EX.2x10 FJ TO PROP Z Z O Q \ / 1 3 3.2 / WEST CREEK _ ___ ___ _ _ ______ k T,. PROPOS®2 3x8 GGA 6RDR5 1 PROP GRDRS PILE®t4b3' w �l \ 3.3 .GRADE BEYOND - - _ y-�• ' I B.O.EK GRDR®Wn' X.8"�PILE I 8.0.PROP.6RDR® 4 LL N �' - t4b3' b3 - C 5r� \� Q M.H.W.® EL.3.2' x3:2' T,0 EX,BULKHEAD NJ :i1i-+',.�� "ter• ' I I , a K: (TO REMAIN B.O.BPROP 6RDR ± v Q -. � .. . . ..... .' E3 _P-' 0 0_" 20 - "� o LED6ER,THRU BOLT(2)PER PILE/LEDGER GROSSING N - O &+I - PROP.2xl . . / UNTIL INDICATED) l� v..- / rt"• .',><" •II• .C,7 ..,kin I .I, ',. '� �.' '.I'.{.,. _ _ 1.= x18 I. :•:._ �! L6 6 /ANI D-51: I' 4 AL ZEA::'�:. LL BULKFEAD REVEAL 1%ARIES I"t!1. I �. I �L a.• LA6' T. WASHER'' 1 I - I BOL •I I I I 1. x' - I' I .µf*°%:fes :f. D F eo1:r O II - rx APPROXIMA, �1`:4fi'GU. k'. I.I' r"` TEL Y[7�: GLEAFt 5AND1''FI LL.TO l O •I I' 1 ENLARGED PARTIAL PLAN I 'll I. I .'11 Rt7� PI IN I �l, M.... LE T7=RSEGITI IoN) I2.Rn' PLAG t'J i��p zINT�•I.� BE �.i:ANDWAROaF 5 L IA N�I AR�•P� F � L f?12A 5E TtIE.I. `M1M 2 t S R (Y"1A G E AGwP �. I' ' 1 Ir LL .'.':.I�.. .'.'.'.I: L''.'.'11 - I11 - 4 Q.:' :•:'• I I ll I .:11'11 111 I .' .'5GALE: I = 10-O M.L.W ® EL.00' 0.4x jp;7. K . ., , .'!':'.''F.O:.PORGH TO.E.Q;.FOLLOWER TY NAT11FZ4L''6RADE.IVARIES]1` APlm EL 3b) L j, I I my'�1 .'.1. .1.'...'... •' ' W -Q° X0.0 •:EXVIN(LLW, ., .,. . ..1„r.,.1:;'..nil :/ ILt" 1 1 1 Z '.•:'PROPOSED..111..111 I II .I.'. .'. I j 10"�x IS'Lb GGA TIMBER PILE D 'u5 I 1„, PROP05ED LOWER LEVEL bx8 GC, WHALP AND 6xb GGA FOLLOWER(tq L )� I i I O 1. WHALE:PERP:TCs MID 5ILL BUL lIll is - PIZOP05ED bxb GGA WHALE/4fi1D:bx8 a✓GA FOLLOIVR:'.::':.: l PARALLEL TO MID 5ILL BIAKHAD THRU BOLT. INSTALL AT�EVATIOI�SUITED FOR STRUGTi1RAl REPAIR I I 1 Q L� -I.?k1. bx8xtl'L6 GGA I i Lt FOR C.ONNIEGTTON OF EXTENDED DUYJEAD RETURNS PERPENDIGl1LAR WHAT - OF C.WBH0115E(TYPICAL OF 8) -� (BEYOND):•RUN PARALLEL TO EAST..8ULICHEAD.R�M2N, , 111 G 1 °I I �0 .:.FASTEN BY THRU BOLT GONNEGTION TO EXISTING RETURN. I l'1 o I 11 II Iu: I USE%'THK 5.5.PLATES(TOP AND BOTTOM)LAG TO OPP051N6 WHALES I I I www.dignetnycli.com .....CONNECT PERPENDICULAR WHALES- 11 I II I III I I I 16 or www.call811.com• For safety reasons, homeowners are strongly s t4'LIN.FT. Ill:/ APPROXIMATELY 4 CJJ.YD5.OF SANDY FILL To BE PLACED I I USE /e THK 55.PLATES(TOP AND BOTTOhU PROPOSED I encouraged to call as well when planning any type "' OF EXTENDED BULKHEAD RETURN RAISE GRADE FROM EL 22'TO EL.3 ') I (for other states) -4.0'x . ' LAG To OPPOSING WHALES(SEE DTL'Cl',THIS SK) BULKHEAD III' G 1� I I I E of digging on their property.Homeowners can „; AND PLANTED WITH SPARTINA PA (IS'OG) ,, - - contact us directly at 1-800-272-4480 or by calling EXTENSION I I S � � � f f By law,excavators and contractors working in the five boroughs of New York 811,the national call before you dig number.For PROPOSED WOOD PLATFORM AND WOOD Jill II l ill I : PROP05M MID-SILL BULKHEAD, I I I r`- --' rte-" I'� ��0,,,/// Cit and Nassau and Suffolk Counties on Lon Island must contact DI Net City g g excavation work completed on personal roe STEPS TO GRADE AR'.E REMOVED FROM 1 , "' "'1 I I,lI ( �-` � SFEAiHIN6 0385 X 10'X 10') I I I I I r 1-800-272-4480 or 811,at least 48 hours but no more than 10 working days p p property,rty,it I i I FILL MATERIAL TO BE TRUCKED IN: I - Of 9WYX CI11' is the contractor's responsibility-NOT the THIS VIEW FOR PURPOSES OF CLARITY J L i I 10 m x 15 L6.GGA TIMBER PILE FOR PROP05E MID-SILL BU_KFEAD(YYPIGAL OF 18) I I I ti - (exclulding weekends and legal holidays)priorto beginning any mechanized SECTION 'A 1 ' FIFTY(50) GU.YDS OF GLEAN FILL(COMPATIBLE 6RAIN SIZE) �(- I ' r &SONG 15LANn homeowner's--to contact DigNet.Having utility lines SHALL BE PURCHASED FROM AN APPROVED UPLAND SOURCE. digging or excavation work to ensure underground lines are marked.Excavators 800-Z72-4480 1 (91 I marked prior to digging is free of charge. PR.OP05M VINYL SHEATNIN6 and contractors can also submit locate requests online,through ITIC.If you do D D D SHOREWARD 56-625 VINIYL SHEATHING D NOTE: NO EXCAVATION OF THE 51TE HAS BEEN AUTHORIZED FOR - � not currently use ITIC, please call 1-800-524-7603 for more information. SCALE: y4" = I'-O" 0.385'x 10'x 10'x±4'LIWF7, 6 $ 4 THE PURPOSES OF OBTAININ6 FILL OR OTHER MATERIAL. D .h�Itl?,?+4'n TA.BULKHEAD RETURN E)XrEN51ON = EL.�3b' 7 -1 a 1� 1_,� 5__ of- 5 PROPOSED 4xb CLUB HOUSE 6IRDER,REPLACE BETWEEN COL LINES PROP. NEW DOUBLE 3x8 GGA f r- PROP. PORCH 6IRDER CONN: PILE/WHALE/SHEATHIIG/FOLLOWER CONNECTION PROPOSED RETAINING WALL CAP. 2i . � PROPOSED WOODEN PORCH FLOOR TO Ili) I 'B' TO 'E' ALON6 GOL LINE 5. SEE PROPOSED PLAN(THIS 5HT) PORCH GIRDER USE BOLT TO MID-51LL BULKHD PILE TO BE FASTENED ® EACH OCCURRENCE, FRONT TO BACK: b"x8" TOP WALE SHEATHING � �r b BE REMOVED AND REPLACED PROPOSED 3x8 CLUB HOUSE 61RDER HANGS N O NEW 4xb USE (1) 3/4" x Ib" LG GALV. LAG USE %" GALV. THRU BOLT, " ■ R C, N O AND b x8 FOLLOWER W/2x GGA TOP PLATES R o � N CANTILEVERED b' BEYOND PILE G5 HANGER TO NEW 4xb CLUB BOLT W/WASHER, I BOLT PER WASHER(HEAD AND END) AND NUT o I ' PORCH FINFL.EL.= tsg2'(SHOWN) EXISTING 4x6 CLUB HOUSE 6IRDER k � � R GLUE HOUSE FIN.FL.EL= 16A'(SIMILAR) HOUSE GIRDER TO ALIGN T.O. GIRDERS 61RDER/WHALE GROSSING PROP05ED DOUBLE 3x8 CGA PORCH GIRDER E Q v 4 f . WHALUSHEATHING/FOLLOWER CONNECTION X ° ~ P O EXISTING 2x10 FLOOR JOISTS(BEYOND) REMAI D , TA.PORCH 6RDR®EL.±5231 TO BE FASTENED a Ib" OL., IG T. . PILE, VINYL SHEATHING z d o N(TTP U N ALIGN O E, WHALE V W " . Ck . . , . -------------- s ■ AND FOLLOWER W ' -� w EXISTING 2x8 GGA 4` EXISTING 2x8 GGA PORCH OR CLUB _ TOP OF MID-SILL USE /4 6ALV. THRU BOLT, 0 d w J m A FLOOR/RIM JOISTS .c PROPOSED PORCH FLOOR AND HOUSE RIM J015T I -PROPOSED NB�I 3x8 GGA SUB-GIRDER WASHER(HEAD AND END) AND NUT -'> o z w BULKHEAD EL. 5 23 WHALE SPLICE (TVP) Z ' EXISTING CLUB HOUSE SUBFLOOR ® EL. 14.73' t. LL�T m 40 z ` EX GRADE XI REMOVED FOR CLARITY ~ ~ IMPSON STRONG TIE SEISMIC HURRICANE REPLACE EXISTING 4xb GGA I I 1'-lo" I PROPOSED DOUBLE ° o ° ° 0 0 0 0 0 0 0 0 0 0 0 . . 0 0 0 0 0 0 0 0 s < J 5 I� fLU TIE(P.N.H855),INSTALL PAIRS OF STRAP 1 I p 6IRDER W/PROP05ED I I 31x8 CGA PORCH GIRDER m 1 L z i 5 ~ '.it I• 'h'"- : '#`.:.,: DOUBLE 3x8 GGA GIRDERS I I a 1 n u 5%4" �`AI IV IVa I I EXISTING 8'�TINBBR PILES TO REMAIN I GRADE VARI SOI m O -~i � • ,CONNECTORS® EACH JOIST AS SHOWN® ...!." I'. I. T}IRU BOLT CONNECTION TO11 . :Y�,... ::., I V 2x8 AGQ RJ I V I. �, ".,..I. .1.• ;:' :.. :::':.:`::.:'•.II' ;:,..:c;r'r. !:.' .-.II',;: ,.n:•..':V,,':.:1-.�i;`:.Ii.," ::,:IL.: i Z , EVERYINTERSEGTIN6POINT(lYP) :,k (TYP,UANJ � ..i, �r.., u',..:p.l.,.ur. i:.: P . ::.,'..''.:::Irl:':: ' dL.,;, ia .;,.h':....h.p.::...v ":, .'... l.,.r..,,l..a..: ., w � z :'.. ,.. :: ■ p III (III (III 111 I — I I .n1;.1. ., 3 _5 11 .. �.5.,. .. L.. .-A I I ,.. }I Ai::'�ilf�,'1:I ..,I .1 � I w r Lu z O M1.Y. L ., f.,T.h:.:4.1..a Y •.II L I.. .{...,G:. A.� . II. .I.. 2 / Q xib L6 GALVANIZED XIST.OR PROP) _ EXISTING PILE, USE 2 /g 5.5. )..':.:11.i..I u, .<II. .a 4: ,A�. ..I,I LI"• I }' I •'._I,.?�a:':.:I I;;; II:.d . ..1.1.:.LY::....'i111:.'^:r.. 1.�:.;4.": A.d .L Y. ..1. I'1'..I•�J .Y ::' % z q.1, ,.. 4 (E t .:r, . 1, I,'. I II I I D., ...;`Y.P' ..'P G.4.4 N 1;,...' .. .1.1;..,:4 L. .p I.I. I V 1 4. I.M. .A.I. r. r '�.:'.'...'r. .:;..I .I . ......:..:..I .. O ,(�'I .11,...: < L. 1 .. ., ,.t.... ! :I.. '..I ,., .::..I s'` a, I! ..4,1 .I 4. r..:..Jh1 'A I...I .'.:7:,'h., :.A'.::,".•:::t.,•: V EXISTING/NEW 2x8 AC FJ/RJ TO BE :J. >i a':;`•.:'... LA6 BOLT W/WASHER(lYP I BOLT II 11 II 11 0 C THRU BOLTS® EACH ti i I I I }:I :•„1F I.'::ir :'.I II. �.I:.:.. i .i I : t,!` ;.1 i ...h t :� ; .r%,..;L::.:�' .'J.0 a..'I! ' ,1I (, . ... 1 C z ;.;�:'u... �:..?`. / / . r' I I Ili PI IP lil I I.:�.q':•.,S i:;k R''..':F'.l.•I., .Illi .Ili Ji III Ila Y.,..:11 ::.,If' Al III Id III lll 'I:.r'.i�l�':. M':' I. ,.I'I"..`�;.P.il...�, w � KZ Z 7 H TRIMMED TO ALLOW FOR PROP.DOUBLE PER 6IRDER/PILE INTERSECTION X 4 C IhJTERSEGTION,WASHERS AT III I I; 1 I I; III I q ;r{ I ;1 i ;1 1 I I I II f 11 4'.4•. k:l I I I 7 M1 w J 1 I 11 II SII III III III i III II II� la II I I 41 IM1 I 1II II II I Y EX.4xb GIRDER FflEAD AND END AND NUT.I"TYP I 11 II I II I I I 1 II d 1 1 1i I 1 I i I 1 0 IX z 3x8 GGA GIRDERS (GDNNEGTI�I POINT IN FOREGROUND) 1. I 5 II III II I P II I P III I P II I P P II III III I II 4 1 q II II II II it 10 I I q q a_ Z TO REMAIN(BEYOND) / / I ! 1 t �u I I 1 I 11 I I 1 I I 1 i I I I I I 1 I I � 4 I I I I 1 I i! I I 4 I 1 I I I II III 11111111 III 11 111111 1 11 Il 1, II II III II ,I 11 Il II II i II II 11 111 I/'I I' II I II J Q Il I I I III 6 1 1 II I I I I II d I III II II II 1 II d l 1 h III h 1 II I 1 II Y I 1 1 I II Y Q II I II II! I I ! !II q III II ,II I I; 4 I II y 1 ! P I II , II q 1 II I II w � E 1 PROP05ED 10"�GGA PILE s I I I I II 1 I III II I 11 I t I ' I I I 11 p d11 I I {{ I I! , ,; o w La � "' - \ z I, III I, 111 II II 11 II II I II II II II II '�I I I' I I' I 1 'I �'� I' 1'I 'I I I' — In � lL EAST AND WEST SIDE OF CLUBHOUSE - USE SIMP50N STRONG-TIE CONNECTOR PROPOSED SUB-GIRDER III 1 III 1 II 1 II III 1 I II 1 III II I 1 t I III d I d I I I Y < II I II i t I II d I P 4 I II III II I II I I I r 4 1 ! II I I Ili p l 1 4 II 1 I; 1 I; p Ili I I 1 4 II � 000 Q \ \ FOR STRUCTURAL REPAIR MODEL NUMBER HUbbA 5TAINLE55 STEEL EXISTING/NEW 2x8 f1GQ RIM JOIST € I III; I I II I I I I,; € I I u , ; ;I I I i,I I I I ` )j ( II II I I - � � � > II Ih III Ih h1 Yli II � I II 4 a� III III III III III dI YII I � IIA Y � II II Ip 111 II P III II 1 tll II III III II III C2 FAILED PILE GIRDER CONNECTION I 1 ; 1 I S I I I I 1 1 I II 1 ,4 IIIYYY ■ ■ II 'I II' II I ( 11 11 �' I'I I III I } I I I I I II I IiQ (FOREGROUND) HEIGHT = 7.0,WIDTH = 5 25 TO BE TRIMMED TO ALLOW FOR PROP. / 11 I 1 I 1 II 11 I 1 II II 11 i A 1 i i II II i 11 II i i a t 11 i i i I I 1 II i i it I � `D `fl ,o r- (5PEGIAL ORDER- DOUBLE 3x8 GGA GIRDERS SCALE: 3/8' = I'-O" 1,! III ` I P I !I; q`, Y s P 4!I 1 P q I I , P 1 II ,,, S P I ! ,9 Y O O O � O E: 11 i i I I� III 111 1,! i i II iI I ll it` i 'I i Ili ,I I li ,I I I I I t h II I 4 II I I I�y Ili Y I f 11 11 (i I I iI i N N N O O N O l BUSINESS DAY LEAD TIME) 1 II Ili i h d III I 1 III I 1 11 i III a I 1 II 1 11 Y T I 1 ( 1 (V I. I i I. I 1 III I I iI I j I I I 11! III I I n I I I; II I; i iI ' B.O. 5HEATHING ® cr a- 1 m 4 ' ` .'�, I I I I I I I I I I 1 I I I I I I 1 I I , — I 11 II Ii II II 1 II II 1 I II III 1 M1 4 SIM yT �T��TI T� AND �m J II I I I I I I II 1 I I p 1 tln N p 0 rn N N EXIST. FJ/RJ CONN. TO PROP. Gi1WER!11\L RLI LI K/E ExIsnNG 4xb WA � I I I 1 � I II I i 1 1 1 A I III d I 1 11 1 II I I 1 II II I I 1 II Y EL. —[!.o (JHowN) — 4 1 4 1 1 VL—JLL— --ILL J1--ILI—lIL—J11 1 LII 1LJJI--LI— -- .11l__1IJ_LIL--LI 1LJ1___I1L_UI-- LLIL O O O O O TYPICAL EXISTING INTERIOR 8"� PORCH/' PORCH GIRDER W/PROP05ED p 7 t- i f 1 f` - -- i r-- 1 t- I Il- E2 E2 . . EXI5TING 4x6 CLUB M005E NEW 515TER 2x6 GGA ui I I I I I I PROP. GIRDER CONN. TO PILE (FORGROUND) CLUB HOUSE P05T LOCATED AT COL DOUBLE 3x8 GGA GIRDERS GIRDER TO REMAIN - I I I I I STRINGS 2 AND 5 GLUE HlDUSE 6IRDER I I VINYL SHEATHING,SHORE6UARD 625 NEW 515TER 4xb CGA ■ I I I I SCALE: I" = I'-O" I I I I I I 10 � GGA I I I I I I THRU BOLT EXIST. GIRDER AND PROP. I I I I I I PILE, 15 LG (TYP) I I I I SIM GLUE HOUSE GIRD 515TER 61RDER5,U5E� 5.5. THRU " I I I I I I I I I I I I 90' Corner EXISTING GIRDER TO PROPOSED GIRDER ALL GIRDER5 SHALL BE SECURED BOLTS(2 ROWS, Ib' Or, - STAGGERED), I I I I I I I I I I I I N7Brace F2 F2 CONNECTION TYPICAL DETAIL To EXIST.IE 5.5 I^I/51 PS WASHERS TE HEAD AND END AND NUT. STRONG TIE 5.5.5TRAP5 I (TVP® SISTER CONNECTIONS,U.O.N) Top SCALE: Ill = I'-O" EX GRADE I I I I I I I I I I I I Vlew EXIST. 4/;/ NEW — 411. " I I LJ LJ LJ LJ LJ LJ y 0T51MP50N 5.5.5TRAP5: I I Be Washer Plate Washer Ill WALK WALK M5TAI855, 18 LG I R.J. ;,/% ' R.J. 1 / I ro M5TA2455,24' LG I I I--EXI5TIN6 8"O TIMBER PILE5 TO REMAIN ELEVATION PROPOSED MID-SILL BULKHEAD F D ' \ M5TA3b55,36" L6 I (TYR UDN) R @ . ---- _ " L6 STRAP SHOWN '`''� SCALE: I/4" = I'-0' view± Vk4ei V_�1511% / ABOVE)PORTION OF EX.WALK r0 BE g 1 ` PROPOSED SISTERING AND o Front , 50PPORTING -___ EXI5TING WALK TO DOCK REMOVED AND REPLACED , E, q0 CORNER BRACE Vlew TIO �_To REMAIN (IN PLACE) _� I 1J PILE/ GIRDER STRAPPING DTL SEE PLACES REQUIRED = INSTALLATION INSTRUCTIONS I 3 5GAILE: 3/8 I-O J FOR QUANTITY OF PARTS M �2 O Q I EXIST.I STY FR RIt1O,lODI K Al • TRIM LOCATION:GLO"5E5T 5UPPORTING 4= SIG Corner CLUB HOUSE Use wi5hBSG56050•SG 750, • PILE/GIRDER CONNECTION TO CLUBHOUSE PORCH o O o I EXI5TING TO REMAIN / Use with and 650,S (Y� • REMOVE WALKIN6 5UIRFAGE(RESERVE FOR z ��, �_ ROOF OVER PORCH F.FL.EL.@ b.0 F / W RE-IN5TALLATION,ag RIM BOAR05 AND FLOOR �,o P I o TO REMAIN T.O.BULKHEAD GAP PROPOSED TIMBER PILES, M 1 1 CORNER FITTING • „1 _ \ 6 I 10 x 15 LG (I OF 8) a ll I I JOISTS• o w FOR STRUCTURAL (REPAIR OF CLUBHOUSE Q FASTEN TRIMMED EX JOISTS TO NEW RIM J015T o�� o-a," I i ------------ 41 PLACES REQUIRED = 2 • USE 55.TEGOS®ALIL GONNEGTION POINrS o = `� SEE MANUFACTURERS ^ w R I § 1 REBUILT WALK 4 RAIL IN KIND / ``Ill " / -A O A B EAST INSTALLATION INSTRUCTIONS rT,• t` 1 \ I C D E F G H J Fort QUANTITY of PARTS W rN- x i o INSTALL 2x LEDGER BDll / PROPOSED 10'�PILES � �,L a AND 2x BLOCKING A5 REQ'D \Q t3'-5" L. 51M P2 T ±31-5" (MAINTAIN 18"CLEAR CMI SHOREGUARD LY III ® ______1l � THRU BOLT TO EX.PORGH POSTS =� REF 7-`V2 l-I I l-I I 7-10 11-1011 8-0 8-2 REF ` ' BET1 N r/ O I I n I nT I " I n I II - " f- EDGE OF • �NLC-��i5 STffL TORS I / 2�2" E.0 PILF-)PORCH TO ( ) HARDWARE: W m X NI � I It [EX.2xB FJ(REPLACE T.O.L. D'DOCK= 1 ` 2x8 ADEGAYGQ)ED JOISTS W/ / � "- - - - 51M 2 _ - - - - 31,A 1, -1 LL. I I FL.EL.® t5.g21 (( }—N E� LI T OF EXI5T ROOF ABOVE ry ... X Z B.D.F J.0 t5.23' EX.2x10 FJ N Y ORIGIN LIMIT OF EX.STORAGE ABV I-2xb EX.RIM J015T I-2� xb EX.RIM J015T -I -2xb EX.RIM JOIST LIMITOF EXIST PORCH ABOVE -2x6 EX. JOI5T � N U � �4 I-EX.4xb 6RDR ALL EXISTING TIMBER b I-EX.4x6 6IRDER I-EX.4xb 6IRDER I-EX.4xb 6RDR 1 . .- O A'" B.O.EX.6RDR @ ±4.11' kil �_/ WP( +a) PILES®PERIMETER ARE :�5 - PROPOSED WOOD = O � U) M.H.W.® EL.3.2' 2q,x1 7� R. I RtiS , EX.2x8 F.J. DECAYED) EX.2x8 F.J. -1! IMIT OF EX.CLUB HOUSE ,[, � � BULKHEAD CAP HAS BEEN � Lu d) (ABV 6RDR) � .I.I I.I I I................ �/ A J .1.' '• ' ' ..1"I.. ,•., .', ' 2 _ (ABV 6RDR) :: ::::::::::::::::::::::::::: .�.........:'."It tlD of = 4.X— . �AS10��). ? .' PRQP05E0,"4xb GGA GIRDERS of NEW YORK CITY >C 3 PM LADE AS RW`D) EX.2x8 F.J. Vaa�� e� e� ee�� 1 Q X REMOVED FROM THIS VIEW (Tt115.t I' T BACK F G R1Tl. .', .'. r ''' ''' '� p +e 4fi cfi Ori fFiEPLPLE A5 REQb) Ori K . GU . oR Ln EX.2x8 F.J. EX.2x8 F.J. �' W O:GREE k'.'t .., -,a 9 16'O.G. (ABV 6RDR) �4 ® 16"D.G. m '� .B., 1 1.1.'. ...'.•.',•.',•.'. r.'.'I•.'. &LONG ISLAND — k.L _ r .. x _ FOR PURPOSES OF CLARITY y 2 O .•.L''.'t' ::''::,,-.,' :''::' :- I :' ::''' I :'I L'..' .'. . L'.'.'.' ... .'.' .'... .. , I ZB o S . (1�LAGE A5 RE60) 75 - ABV GRD ig ABV 6RDR �,� N ,- r 1� ' 1 I`;,. .., PROP::2xb.UNFREAD.GAP;:... 2 ;Zc '* AlNSt1 ww 0ofl)0 ON OF WALK:TO't74�Ck.'.']. .''1 ..� 11'1 J N "' 5, e Ib"O.G. ® Ib O.G. ®Ib O.G. 1. N t . ..'.'1 I:.;: •.I, .'?.:':'. '.AFPR X:+34"'DP x:t133':LG:':.' I:'.',:'.':.'.',.'. w. > - � � � — I :';::. ..... I.' 800 272 4480 811 x � � F2 M.L.W.® EL.O.O 4 i}Rll$OI T NEW RIM J015T(5).OVER,PILE161RDI R I P P g P P : m L.' T.O:.GAP'.®EL.4:13 I-4x6 EX 6IRDER I-PROP.DdL .'1.I'1.. .. W 1 1 SIM I I ii�j - PROPOSED MID-SILL BULKHEAD: `p X-0.i', ::'COMNEGTION':: :: :: -:': ::'::'':':'::'': I:':.•':: - - - TO BE 515iB2® - I {. .'1'. . I' 4xb EX.6IRDER - I-4xb EX.GIRDER 1 -4x6 EX.6IRDER I 4xb EX.6IRDER 3xb GGA 6RDR .''i':':•:RUN.RIM/FLOORJOI5T5;Ib'.OG-MIR AND,GONW�, - ; www.di neth cli.com 2 - - - - - - - 2 PROP05ED ±133 LIN FT VINYL BULKHEAD WV I. {'' TO BD: PORCH('AGE 1 1 I PROPOSED MID-SILL BULKHEAD, g Y I-PROP.DBL 3x8 GGA 6RDR :. :¢ �T � {. '•. '• '• I I 1 1 1 or www.call811.com _ FAILED SCARF JOINT :. WOOD GAP. B.D.GAP TO AL16N W/B.O.EX I USE 55.TEC05®ALL GONNEG110N POINTS I (SHOREGUARD SG 625 VINYL SHEATH( G 0385'X 10"X 10') u �? ,L I IL 9 ( 2 F•��'i I I I ( 1 (for other states) �_1 o O o O o GONNEGTION I = I Gum HOUSE 6IRDER SEE SECTION A2 (THUS • RE-INSTALIL WALK SURFACE `^ p X o- _ :: w .i I [� IJ-I I I 1 I RE-INSTALIL WALK RAIL TO CODE i I 1-�10"o x 15'L6,GGA TIMBER PILE FOR PROPOSE MID-SILL BULKHEAD n `�' 51M A2 �'> >° o o i- 5HT)FOR GONSTRUGTION REQ'MTS F; F- I I I I I I I 1 {GUT OWN FOR PURPOSES OF CLARITY) By law,excavators and contractors I I t5 °? oo ': W I w m ® W ® I -IEX 4xb 6IRDER TO BE 515 A¢ �K o I / I working in the five boroughs of New York ,� x R : I -PROP.4x6 CGA PLANK m ,Olfo_ :;,� 26 PROPOSED b"x8"GGA FOLLOWER 1— R6t+ORCE 61ROM/PI CONNECTIONS I -PROP.2xb GGA PLANK ■ City and Nassau and Suffolk Counties on ,Z " m ;;'� '� (MAINTAIN 12 CLEAR SPACE BETWEEN EDEE ENGINEER / , x I :_ ', W ® :I: USE n)STRAP AT EVERY ILS/6IRDER INTERSECTION 12 EiEYOND PILE,EA.END) W¢ ® : .I_ 112' OF PORCH TO EA.FOLLO TYPICAL) _F D D Long Island must contact DigNet, N -+ D USE 51MPSON 55.5 MODEL No.MSTA3o55 I 55.THRu BOLTS Ib OL- 4xb EX.GIRDER OVER MIN - �O I" $ 1-800-272-4480 or 811,at least 48 hours / 1 I LOWER 4xb GIRDER ':� / _\ but no more than 10 working da s I-PROP.DBL 3x8 GGA 6RDR '. I-4x6 EX.GIRDER 1 -4 EX.6IRDER I-4xb STAGGERED-2 ROWS) PROPOSED IOV x 15'L6 GGA WOOD PILE �Q' EY l" 2 g y - _ EX.61RDER LANDER STAGE ARE : I-PROP.DBL 3x8 GGA 6RDR 6 H ELEVATION - WALK TO DOCK (excluding weekends and legal holidays) 3 0� PARTIAL REMOVAL AND REPLACEMENT A5 REQUIRED prior to beginning any mechanized digging 2 3 (I OF IB)ALIGN W/EXI5TING CLUB HOUSE PILE *� �,�� 'per GRID AS SHOWN,T.O.PILE TO MEET B.O.PROP. r{11 �� j .� FAILED SCARF JOINT NOTE: I: : - SCALE: I/4" = I'-0'I or excavation work to ensure underground / r'1 LL GONNEGTION LL a p I = DBL 3x8 GGA 6IRDER® El.4631(lYP) n ,y`.A EXIST.STAGE FL.JOIST ' [L lines are marked. Excavators and < 0 0 - O - r rn / q LL 1? :I: x�. I _j -1 TO BE REINFORCED W/ x LL �? ■ ■ _Z W contractors can also submit locate W 1 � `a o LL .i N a pi LL ,� N>ZD : 0 1oc PIROPosED 6x8 GGA WHALE,TYPICAL N W - INSTALLATION OF x ? X cv � O O X ® O O O O x pal requests online,through (TIC.If you do not > ,,, X o. ,,¢ x x LL, N fl W currently use (TIC,please call O 1 I X ® ti> I ">� 4.,>� 2x10 JOIST BLOCKING x % I TOP OF MID-51LL BULKHEAD GAP a EL. ±4.'131 oA o; X "'` X ® m ® ® IL 4493 11 62 1-800-524-7603 for more information. EX.TIMBER PILE "5¢ "5 EXI iINC 4xb GRDR OVER 1� / 904` N � 2 m . / 1 (TYPICAL) 4xG N IRDER TR R REPLACED I;; I 61RDER/PILE CONNECTION: \eS S 1 O I-4xb EX 61RD�': :. USE 2-%4"V x Ib"6ALV.LAS,BOLTS W/ For safety reasons,homeowners are I-41x6 EX.6IRDER I-4x6 EX.6IRDER I -4x6 EX.6IRDER TO yIS N DER STAGE AREA) WASHERS n PER 6IRDER-5TA66ERF17 LOG EXISTING, - - - - - - N - : :I-PROP,DBL 3x8 GGA 6RDR JEFFREY T. BUTLER, P.E. t3'--►' I-PROP.DBL 3x8 GGA 6RDR : - strongly encouraged to call as well when 4 I STORY FRAME planning any type of digging on their I I 1 I 4 ON PILE TOP) ±2'-3' property. Homeowners can contact us / -I rY z Y -i W p I ¢ = Q GLUE HOUSE P 1L ,L .� 4L PROPOSED BULKHEAD GAP. direct) at 1-800-272-4480 or b callin ��''I.-I� N 1 0 o O`� o o W o �? _; _ TO REMAIN Y Y g Z x, = Xo= xo. oho I:: F FL.EL.®6.0' EXISTING, FRONT TO BACK GONNEGTION PTS: 811,the national call before you dig [� `-n LL o 15 > N> �,> `; x o. `' I� ROOF OVER PORGH "' � b"X81 TOP WHALE, p � '�` � b Q ® 2 FAILED PILE w¢ ® I w m , `' � o � F O °j SOV 1 H O INSTALL 2x UNTREATED GAP number. For excavation work completed on X ¢ o o - Z b"x8" FOLLOWER ATOP WHALE FOLLOWER AND ersonal roe X I X>m �, - I "S d W` 1 W �, ,�� • • {- m p p p rty, it is the contractors Q - ,, LL,¢ ,� Ill - EX.6x6 PORCH POST TO REMAIN Qi 2"XIO" LEDGER BD LEDGER(TYPICAL) responsibility--NOT the homeowners-to rte. 1 / -I % -•1�' k - � '�' 1 2 w Q ® `_ V FAILED SCARF JOINT x ALIGN I_� contact DigNet. Having utility lines marked _ I GONNEGTION 4xb EX.GIRDER OVER 1 N O O LOWER 4xb GIRDER $ 0) TA LEDGER,FOLLOWER,VINYL I i4' $ , prior to digging is free of charge. I I-PROP.DBL 3x8 GGA 6RDR ' I-PROP'.4xb GGA 6RDR - I-PROP.4xb GGA 6RDR I-PROP.4xb GGA 6RDR I-4xb EX.GIRDER LANDER STAGE AREA) I: -�1 l - PROP. ±4.0 D x TO W WOOD PLATFORM (BUILT OVER 5 _ _ :I-PROP.DBL 3xB GCA 6RDR I � CD SHEATHING,WHALE E PILE B EL 463 0 PROPOSED MID-SILL BULKHEAD) AND t5'D x l.0'W WD STEPS - .. -. .... -................-.. ............ - m u 5 O 1 I A LIMIT OF EX.GLUE HOUSE ......................... A 1�; O O Z .. Q I PORCH DECKING TO BE "111TRIM EX,4xb 61RDER5 TO - I� TO BE CONSTRUCTED IN PLACE OF EXIST. WOOD STEPS REMOVED AND REPLACED I o' I / n( U_ `? I EX.GIRDER CURRENTLY �2 I OW FOR NEW 3xb DBL _j-g 0 v. I� I � J - O "t I n , x �o Q NOT RESTING ON PILE EX.2x8 F.J. a EX.2x8 F.J. EX.2x8 F.J. < 61 CRO551N6 o i � I Z CV > EX.2-2x10 RJ i EX•2X8 FJ(REPLACE DECAYED ' -O g 1 `N - �III � (ABV 6RDR) `� (ABV 6RDR (ABV 6RDR) `� USE 2 SIMP50N AN6LE cv w- X �O cY I Z Q T.O.PILE GAP i BULKHEAD MEAN LOW WATER® EL.0.0' °L w¢ ® EX.2x8 F.J. 4rxi °ain TORS MODEL No. IZ J O ~ (TD REMAIN) JOISTS Wr 2X8 AGQ) TO BE APPROX.2'BELOW .STEN I NC NOTES: X (�LAGE A5 REQb) (REPLACE A5 REQb) 4fi A5 REGlb) I w¢ ® I X O n � FLR.®±5.921 I B.O.EXISTING GIRDER I ,�►� �' )ABV 6RDR) ® I� �4 ®I� ® I� O G ,� A3 ,I EA SIDE 19? �+ - }- I Q EX.2x10 FJ I R11 I. ALL FLOOR JOISTS (CLUB HOUSE AND PORCH N ( � REQb) . � �� I- _X z � m Z 8.0.F J P 2-3' I T.0.BULKHEAD GAP® EL.14.13' 1 EXI5TING AND NEWLY REPLACED) I I ®16�� / `� � PROPOSED 2-3x8 GGA 6RDR I Q 4s - I- I I B.O.PROP.6RDR®3463' - T.O.MID-SILL PILE® EL.±4631 `_HALL BE STRAPPED To GIRDERS WITH 51MP50N - -' I �� I-4xb EX.GIRDER I-4xb EX.6IRDER I-4x6 EX.61RDER - I-4x6 EX.GIRDER I-4x6 EX.GIRDER I 4xb EX.6IRDER I-4x6 EX.GIRDER 1 / SYMBOL LEC END: w z o 0 4 1 STAINLE555TEELHURRIGANETIES. 6 - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ 6 �/ O � Q BA.EX 6RDR .:^"°•^''`,-'r ^' ^ :x I :;� +Y M.H.W. EL.3.2' I 2xb EX.RIM J015T I 2xb EX.RIM JOIST I-2xb EX.RIM J015T I-2x6 X IM - - 2 W I $ �':�'•re4�''•F�,d=t.^'h,,•� ',:A'I'rz ,. USE MODEL NO. H855 (U.O.N.) E .R J015T I 2x6 EX.RIM JOIST LIMI-T OF EXIST.PORCH ABV I-2x6 EX.RIM JOIST c.,.� DENOTC-5 EXISTING ' Z O l(� ®±4711 I v ,.r .z.,,, �;>...: :; 1� "� 8 TIMBER GLUE I� - 41 , :`.7,i2r.:, L i ` •��• •:'• = 2. ALL GIRDERS (CLUB HOUSE AND PORCH,EXISTING ' ' " O PROP.DBL 3x8A,. ;�" �.'• .-;:v EXPOSED BULKHD VARIES I / N HOUSE PILE (TO REMAIN) �"� O TRIM EXIST. PILE I TO REPLACE EXIST.EXTEND , I , AND NEWLY REPLACED) SHALL BE STRAPPED TO a �' Q 0 O _.L N I GLI2 13 WOOD P05T TO TO OUTSIDE E.O.BULKHEAD "'I I 1.11 PILES (U.O.N) WITH 51MP50N 5TAINLE55 STEEL �— o - - - - - - - - - - "' ] " N z -I s 1 ACCOMMODATED pil E(tl2'LONG) I 4 '' o' ? x0.41 HURRICANE 5TRAP5. USE MODEL NO. MT5A--55, 7 =ry PILEMWALE/5FIEATHIN5/FOLLOWER -WHALE/SHE4THIN6/FOLLOWER CONNEGTI0�1 TYP 12"CLEAR �; O DENOTES PROPOSED 10 GGA TIMBER 5O O d) c PILE5, 15 LG FOR PROP05ED MID 51LL I L O N _ 0 x0.0' M.L.W. @ EL.0.0' •&o PROPOSED VINYL SHEATHING 2 (2) 3x8 GRDRS D D I ( I LENGTH VARIES PER CONDITION. SEE DETAIL D2, 5HOREGUARD b25 CONNECTION TO�FASTENED® EACH TO BE FASTENED 0 Ib"O.G., FROM ED.PORCH CMI 5HORE6UARD CORNER BULKHEAD AND 5TRUGTURAL REPAIR OF [� ~ 1 L O 5 EX.8"m PILE 6 I I 1 THIS SIT. 10' HIGH x 10" DEEP x X133' LIN FT OCCURRENCE,USE%N 6ALV.THRU BOL USE%4'6ALV.THRU BOLT(APPROX 24' TO ED..FOLLOWER BRACE AND CORNER FITTING CLUBHOUSE U � N � Ln O (TD REMAIN UNTIL INDICATED) I I 3. ALL DOUBLE GIRDERS (PORCH REPAIR 2-3x8) 1Z SHOWN W BULKHEAD WOOD CAP REMOVEQ (APPROX 36" L6),WASF�RS(F{EAD AND L6),WASHERS(HEAD AND END)AND NUT (2 PLACES) INSTALL PER - - SHALL BE CONNECTED WITH LEDGER LOCK OR END)AND NUT MANUFACTURERS INSTRUCTION (QTY ' 26 PGS) MAINTAIN 12" CLEAR 5PAGE FROM E06E OF I I EPDXY COATED 5GREW5, NO NAILED CONNECTIONS. 5'-11" OVERALL CLUB HODS (SEE DTL NOA THI5 SHT) " P4�I�/ V O I I I DENOTES PROPOSED 10 � GGA TIMBER I--r-I PORCH TO EDGE OF FOLLOWER, TYPICAL I I PROPOSED MID-51LL BULKHEAD: 4. ALL BRIDGE 6IRDER/JOIST CONNECTIONS SHALL - O PILES, 18' L6 FOR PROP05ED FOOT [-a } Z IiI I I 1 PROPOSED ±133 LIN FT VINYL BULKHEAD W/WOOD GAP BE STRAPPED W/51MP50N 5TRONG-TIE 5TAINLE55 t58 10 INTERIOR WALL OF BULKHEAD BRIDGE (QTY - 20 PGS) C/) Z CD (- EXTENDED BULKHEAD GAP TO MEET LEDGER BD ® I STEEL TW15T STRAPS. USE MODEL No.MT5MIll Z PORCH PILES: UNTREATED GAP, 04" LG SEE PLAN VIEW FOR LOCATION (SEE 5HT. 3, 'ENLARGED ELEVATION ® TIMBER USE 2 FASTENERS ON EACH END OF GAP FOR BRIDGE() *O'-b"EXTERIOR WALL OF BULKHEAD ' GOLUMN 10 LECEND: O I � CONNECTION TO LEDGER, FOLLOWER AND WHAL I 1 5. USE 5TAINLE55 STEEL FASTENERS WITH ALL 3'-5' 31_5,1 51MP50N 5TAINLE55 STEEL CONNEGTOR5. REF. WEST REF # ID FOR EXI5TING PILE GRID � ( ,a - �;q 11 PROP05ED PORCH DOUBLE GIRDER CONNECTION: I IONP x 15' L6 Cl TIMBER PILE, FOR LOGATIOr15EE b. USE GALVANIZED FASTENERS FOR OTHER THAN USE D D it �, tl BOLT TO MID-SILL PILE. USE (2) 3/4" x Ib" L6 6ALV. LAG, FOUNDATION PLAN TH15 5HT(LOCATE TO MAINTAIN W/51MP50N CONNECTORS U.O.N. /a I I; E : BOLT W/WASHER I BOLT PER GIRDER PILE GR05511NG I I �. USE #IO PAN HEAD 5TAINLE55 STEEL SCREWS FOR -A 0 A B C D E F G H J # ID FOR PROPOSED PILE GRID I! 1: � 1': , EXI5TING GLUE HOUSE PILE GRID, TVP) l.:I ! THRUFLOW DECKING SYSTEM (OPEN GRATE) OR AS I ,",r ! i -1 , J SIM PER MANUFACTURES EEL LAC, BOLTS WITH STRUCTURAL REPAIR PLAN FOR EXISTING CLUBHOUSE PORCH FOUNDATION AND �-- — 8. USE Y2'� 5TAINLE55 STEEL LAC, BOLTS WITH 5.5. V 1V ATION AlV L SECTION 52 PLATES AT MID-51LL BULKHEAD AND BULKHEAD 01i1'''��;'s,'n A2 A2 " _ I EXTENDSION CONNECTION SHOWN IN ELEV 'B2',SEE 1 PROPOSED MID-SILL BULKHEAD INSTALLATION NYSDEG APPLICATION I.d.. --F �! r_T r..!_��_____•_•__, SCALE: 1/41 - I'-O' 2 5HT No.l SCALE: 3�"= I'-0' O THESE DRAWINGS AND AGCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WEST CREEK N.Y.S. BU I LD I NC GODS 7 5 0Q ±8b' (OVERALL MAXIMUM) p ° ~ o / \ HANDRAILS $ 2 �BULKHEAD TIMBER GAP '� PROPOSED EXTENDED / SECTION RR312.2 HANDRAILS MUST NOT ALLOW A 4 INCH SPHEUGH RE TO PA55 THROQ O / ±I3' �/ ,,, ,,, ,,, � � X X SEE 5HT No.l FOR MORE µwr ({'ITCH TO MEET EXISTING RAMP �� SECTION RR315.1 HANDRAILS.HANDRAILS HAVING MINIMUM HE16HT OF 42 INGHE5, ,~�, F --tea, 8' v INFORMATION RESPECTIVELY,MEASURED VERTICALLY FROM THE N051NG OF THE TRFAD5,SHALL BE LU rD A (1:12 MINIMUM SLOPE REQ D) PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL z p z z -� SEE 'TYPICAL TIMBER FOOT BRIDGE SECTION' EA.PROP.MID-SILL BIILICHEAD BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A 0 Q T a FOR CONSTRUCTION,THI`_i SHT ____ _ _ _ _ ____ _ _ _ _ _ POINT DIRECTLY ABOVE THE TOP RI5ER OF A FLIGHT TO A POINT DIRECTLY ABOVE 0 ~ O '�� Z a" (TYPICAL 10 PLACES) - / , THE LOWEST RISER OF THE FLIGHT.EN05 SHALL BE RETURNED OR SHALL TERMINATE � v Q z h ±16OVERALL PILE DISTANCE (PILES TO BE EQUALLY SPACED) 1.93 -- - - - - - ---- - - - - -- IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL ua v ¢ AX k - OF\ �(k� - - - - - - - _ HAVE A SPAGE OF NOT LE55 THAN 1.5 INCHES(38 MM) BETWEEN THE WALL AND THE pp z 12" MIN HANDRAIL EXTENSION P\' - i EA.EXISTING PORCH HANDRAIL BEYOND FOOT BRIDGE ~;® l\NLL BE OF ON - SECTION RR3152 HANDRAIL GRIP SIZE ALL REQUIRED HANDRAILS SHA E `r z LU (TYPICAL) _ _ _ _ _ _ _ _ _ _ OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RA5PABILITY. p z NEW PORCH RAILING TO TYPE I. HANDRAILS WITH A CIRCULAR OR055 SECTION SHALL HAVE AN OUTSIDE tti W LU W p ~ DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) AND NOT 6REATER THAN 2 INGHE5(51 - LL, x5.92' m o - SEE DETAIL (THIS 5HT) OF G3 ' ' MEET PROPOSED BRIDGE MM)_ IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION N m c- PROPOSED 'OPEN-GRATE' TYPE DECKING RAILING(TYPICAL) Q Q W 3 OF AT LEAST 4 INCHES(102 MM) AND NOT GREATER THAN 6-1/4 INCHES(160 MM) Wi w _ \ �.5 SHOWN (10 D.G. MAX) u� INSTALL ON PROPOSED FOOT BRIDGE 5.92 x x5.92 WITH A MAXIMUM GRO55 SECTION DIMEN51ON OF 2-1/4 INCHES(5f MM). q Eo - `� oW w w v w w TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-I/4 INCHES(160 MM) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. � `fl `fl ZUlu LU r THE FINGER RECESS SHALL BE61N WITHIN A DI5TANGE OF 3/4 INCH(19 MM)MEASURED O O O p o � O E.O.EXI5TIN6 GLOB VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND AGHIEVE A DEPTH N ' O m OF AT LEAST 5/16 INCH(8 MM) WITHIN 7/8 INGH BELOW THE WIDEST PORTION OF THE N i o IL' EXISTING IM REPLACE EXISTING 5'1 WIDE X ±86' L6 FOOT �y m �} 7 ±3.-15' (REF) TO REMAIN n7 PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM) O O O O O O CVS BRI06E (IN PLACE), PROVIDE W/RAIL PER CODE Ca TO A LEVEL THAT 15 NOT LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST C) ::_�o W W W PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE WEST CREEK W WW W � RECESS SHALL BE 1-1/4 INCHES(32 MM) TO A MAXIMUM OF 2-3/4 INCHES h0 MM). � O EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(0.25 MM). = f 6 LU W v � LU TIMBT BRIDGE - PLAN VIEW �1. 5GALE:: Y4,1 = 1'-O" / H2 � MATCH'OPEN CRATE'DEGKING EXISTING 5.0'W x ±8b.0' LG TIMBER FOOT 3.6 3 BRIDGE TO REMOVED AND REPLACE (IN PLACE) FOOT BRIDGE DECKING ON WALK TO DOCK SEE 5HT No.3 FOR CONSTR. REQUIREMENTS / w OR USE 51MIL SYSTEM** E3 OR USE SIMILAR SYSTEM, 5.0'WIDE PROP05ED RAIL SYSTEM J 'OPEN GRATE' TYPE P vl PREMIUM DEGKING MODIFY PER R312 SPECIFIED HEREIN 4b GLR Q EW I ±4.42 T.O.RAIL �3 2 U 5GALE: NONE -0.4 �y3x10 GGA RIM J015T(TYP) z x: t3G, �M,yW MATCH 5Y5TEM CURRENTLY INSTALLED (OPEN GRATE) ON WALK TO DOCK' 3x10 GGA FJ,15'OG z U ®�� **PREFERRED BY CLIENT" m � m �C/ \ Ob' X5.92'T.O.DECK MATCH 'OPEN GRATE'DEGKING O 3.2 OR USE ON WALK TO DOCK a -3.3 �3 � 2 �� QJ THRUFLOW PREMIUM DECKING 5Y5TEM PROP05ED 2-3x10 GGA _ `-TRIM 4x4 FOR CANt�GTION **pREFFERED SYSTEM** ^ d) -3.3 I'WIDE X 5'LONG PANELS,PART No.60-XX-1-4T 61RDER W/4-1/2"(PAb"LG "`_' - = USE:2-Y'0 GARRIA6E BOLTS W/ ik www.thruflow.com,I-888-418-3569 6ALV.THRU BOLT,TYP 7 7 W&ER 0 NUT END PER P05T TR USE SIMILAR SYSTEM, HT1 N THRUFLOW PREMIUM DEGKING ® •• LOGAL DEALER: PORT LUMBER(RIVERHEAD,NY) I �' MNW®B.32' SPECIFIED HEREIN T- -3.3 WEST CREEK 03� Q ••• EMAIL: chorlle®portiumber.com,631-121-3842 PROPOSED 2xb GGA 1'' jjj m N • COLOR BY OWNER-COLOR5 AVAILABLE LIGHT GRAY,5EAFOAM AND MAPLE GRO55 BRAGIN ;ll, v: _ VTIMBER PROPOSED lam GGA 35 ) • INSTALL PER MANUFAGTURER5 6UIDELINE5,SUB5TRUGTURE 15'OL. PILES,TERMINATE P/ O -3.4 \. PROPOSED l0"0 GGA I 1 I - I ML.W.®EL.0.0' Z m _0 ¢ AT T.O.6IROER,TYP. '� }- X 26 34 Q'� 2x4 CEDAR TOP RAIL (HANDRAIL) TIMBER PILE,TERMINATE I 1 1 I o `� IO' PILE LENGTH(t18 L6), I 8'-6" - SHOWN 2x4 CEDAR BOTTOM RAIL 0 TA.61RDER-�I I I I 6RAX(CREEK I� m ¢ o � ¢ 10 MIN DOVER IN `0 2x2 CEDAR PICKETS `3 x o UNDISTURBED 501E X Z 4.2 Q) I 10' MAX O.G. (TYPICAL) 4x4 CGA RAILING POSTS ,n �� o -3,5 ,`0 PROPOSED 10"0 CGA PILES 2x4 GGA 45° CENTER SUPPORT ; CQ O -3.6 053 (TYPICAL FOR FOOT BRIDGE I !() REPLACEMENT) EQUAL SPACING BETWEEN TIMBER PILES EQUAL SPACING BETWEEN TIMBER PILES I 2.0 I ; , PROPOSED 2'-3x10 GGA r CL W -2.1 , i 1 i ZW15MBEO GIRDS W/4-1/2"x Ib" E,4 -36 m� BRIDGE RAILING 5HALL BE INSTALLED WITH 1 SOIL - GALV.THRU BOLT,TYP O d) 2.3 4" (MAXJ FREE SPACE BETWEEN LUMBER(TYP) Z I 2 -2.1 -3.3 �o ENLARGED PARTIAL- PLAN - " 5 I9 ``') TIMBER FOOT BRIDGE I J015 AGTU ER MANIFAGTURER -2.3 -2.qP. REPLACEMENT ~ ' L_J IL_; BD.PILE �1 ,,�, 0R � I I �' 4 M I I I �' I I I I 1 TYPICAL.0 ICAL TIMBER -3.1 � E''3 SCALE: I" = Io'-o° � TYPICAL RAIL DESIGN I � I � _ s.o O.A. I`tYP) h„� F- F+ ° � 04� 3 TO COMPLY WITH N.Y.5. CODE s8 STj -3.9 �O ,� k = 5EGTION RR312 AND RR315 m C3 FOOT BRIDGE SECTION ENGINEER: NOT TO SCALE TYPICAL TIMBER m G��l 32 v�Qv (� l.q \ I I I I I I I I I I I 1 I I I OF N 0 -2.1 I D3 f�o e�� Nw `� 0.2 E3 FOOT BRIDGE PLAN �,�Q� .� e�`01 2 �� k 3 PROP05ED FOOT BRIDGE NOTE5: NOT TO SCALE i d � w 4 -2.6 -16 I. ALL HARDWARE 5HALL BE GALVANIZED. �' - cc 1G ko MlW✓ /. . _ _ 2.ALL PROPOSED BRIDGE PILES AND LUMBER SHALL HAVE GGA RETENTION OF 2 5 LB5 PER AWPA STANDARD UGSA' `- i ; u, �o� - --b `r 3.ALL FASTENER TO BE GOUNTER5UNK AND FIELD TREAT ALL CUT5,NOTGHE5 AND DRILLED HOLE5 PRIOR TO A55EMBLING. m r ? 2.5 PROP05ED FOOT 2 4.ALL 51MP50N STRONG-TIE GONNEGTOR5 5HALL BE 5TAINLE55 STEEL. 2� -1.4 2x4 GGA 45° CENTER n `. '': > �� 07 BRIDGE TO MEET 3x10 RIM JOIST. _� 5.RIM AND DECK JOISTS TO BE PLACED PER O.G.SPACING REQUIRED BY OPEN GRATE DEGKING SYSTEM PROVIDED. OA SEAWARD EDGE: OF -2.3 :: SUPPORT TYPICAL AT. amu' A.MATCH SYSTEM CURRENTLY INSTALLED(OPEN GRATE)ON 'WALK TO DOCK' "rPREFERRED BY CLIENT** ROF PROP05ED FOOT EXISTING ESULKHEAD -1e �'. a 15.•0.6. EACH MIDPOINT r. ESS�r. BRIDGE RAILING -2.3 r ' " B.U5E THRUFLOW PREMIUM DEGKING 5Y5TEM(SHOWN HEREIN) RE TLE JEFF Y T. BU R, P.E. TO TERMINATE AT --- 2-3x1O CGA 61RDER(TYPICAL) SEAWARD E06E OF - ALIGN 4x4 RAIL POSTS, WITH EXISTING BULKHEAD 23 21 - ��2 - %+'� 6ALVANIZED TIMBER BOLTS W/ TIMBER PILES BELOW(TYP) - DEGK SURFAGE: ,,,(REF) (� (12" HANDRAIL EXTENSION 2.3 2 WASHERS(HEAD 4END) USE OPEN-GRATE TYPE DECKING MATCH SYSTEM CURRENTLY INSTALLED • 2 BOLTS /GIRDER-PILE INTERSECTION USE: 2 -Y2°I CARRIA67E BOLTS W/ (OPEN GRATE) ON 'WALK TO DOCK' E.O. PORCH Q BEYOND E.O. BRIDGE REQ'D) Y2 WASHER® NUT END PER P05T(TVP) ** ** ,,,,// EXISTING ENTRY RAMP TOGIRDER OVERHANG (TVP) E.O."PREORU5FERRED BY CLIENT = W O (oil BRIDGE FLOOR FRAMING O FOOT BRIDGE TO REMAIN IN PLAGE MAINTAIN A MIN. DISTANCE PROPOSED THRUFLOW PREMIUM DECKING SYSTEM PROP05ED FRAMING 'a Z N (LANDWARD OF EXISTING BULKHEAD) �pOI OF 6 BETWEEN GIRDERS 10'0 GGA 10'0 GGA • :4"4 LL IX CD SEE VIEWS G3, D3 AND E3, THIS 5HT. 10"�CGA TIMBER PILE TIMBER PILE Uj TIMBER PILE ENLARGED ELEVATION EX.RF. NOTCH PILE TO j - ° Q O N ( ovR PORCH CD RECEIVE GIRDERS a N O } REPLACE EXISTING 5'WIDE x ±b6' LG o - @ TIMBER FOOT BRIDGE m • ' AVOID OVER GUTS m I z o I _ " I 10'4P GGA : (TVP FOR ALL LY TIMBER FOOT BRIDGE(IN PLAGF�. O SCALE: 3/4 - 111 �u Q- I ® I � EXISTING `TI 3E•R PILE . PILE NOT(HING) z �p < ' PROVIDE RAIL PER CODE. ® I CLUB HOUSE � '_ SEE BRIDGE SECTION AND ENLARGED n - �� I STY FRAME o I PROPOSED 2x2 x4 LG CEDAR I w B3 ' PICKETS 4 MAX. OPENING PER R312 ELEVATION FOR CONSTRUCTION,THIS 5HT) 3 I I TO REMAIN lO"(REF) w Z Q o v APPROXIMATELY 46 CU.YD5. Q I 8-6 (5HOWN) �c p o OF CLEAN SANDY FILL TO BE IL-1 R 5 a ' LL' I PLAGED LANDWARD OF MID TYPICAL TIMBER FOOT R- TYPICAL RAIL DESIGN SILL(TO RAISE THE NATURAL O LU GRADE TO EL.3b') BRIDGE PILE TRIM DETAIL Z O Z V N TO COMPLY WITH N.YS.CODE o _ G3 I SCALE:NTS Z EXI5TIN6 RAMP ( SECTION RR312 AND RR3I5 rri m 3 ALIGN W d) I I I I I U_ o N (TO REMAIW T.O.ex.$ULKHD F.FL.EL.@ 6.0' [--+ ~ LL O 0 el.5.bx x5.92 i (6.92 FL.EL.® ±512' o EXI5TI% 3x10 GGA R.J. 3x10 GGA R.J. B.o.F.J.®623' , EX.2x10 FJ d NSW YOLK CIfY &SONG 19,)W - PARKING AREA k ,:. "'PROP.2-3x8 GGA 6RDR5(BEYONU)'t:. Not ®EL.3.a' ►� WEST CREEK 14 14 800-272-4480 1 811 V +: M.H.W. ® EL. 3.2 r CV y\ B.O.PROP.6RDR®±4.63' x3.6 @ B.O. 411'6RDR O .. EXIST.6RADE M.H.W. ® EL. 3.2' +' *," {.. E'-I Z W 1 ; "". ; www.dignetnycli.com or www.call811.com for other states is Y ( ) •':•.}': •'•}.''::'"�.��":. :" :�:. .:'•'.'•::.:••:•,' .,::'•�.;.•::•:'••.: .�,'• . .. . i , • � EX.'8"� PILE Z r. .. 1.7.1 ...I.. . .. ..•. , � .. •. � � B law,excavators and contractors o Y working In the five boroughs of New 9 9 , ., .• .. .. .. .. .. .. .. .. .. .• .. ., ..}., ., ., .. ., ., .• ...::'.:�.:..:�.:'.:•,. ... •;..: ., i., .• ., (TO REMAIN Q I . I. . I . I O 1 i., . l York i n o City a Nassau an Suffolk d d Suffo Counties n Long Island m t es o o sand u n i i. UNTIL IN Y 9 must contact •�I:•'•. : ' }:' L DILATED 1. .. .. .I UNDISTURBED iii Di N '�:'}•.'':•.'� et 1 -272-44 r M .W. ® EL. O.O -800 80 0 811 a l 4 h r l t east 8 ours but n more than :'I. o eta 10 •• • �BRIDGE �. . I.. •. DigNet, PROPOSED FOOT BR GE FRAMING UNDISTURBED . I . I. L J L 501E J :}':•:' . :.' :'::�:.'•:•: ::' �:'::�:.' ::'� : :. ::' :: working d .'I• ., ., ., .• .. .. .. .. .. .. .. .. .. .. .. .1• ..}.• . .. }. :: • gays(excluding weekends and legal holidays prior to beginning I I 2 3 xl0 GGA GIRDERS® EA. STRI I r ( ) NG 50 L } , ::'I I }. an mechanized di in o � �� ' } ': :� :':•'•. ••.••�. :� :' . ':••: .�; .: .:'•.•: .•.. .,., .• . r excavation work to ensure unde round ' •_: I Y 99 9 rg Imes (-., (� D ..� I I. r 3 xl0 GGA RIM rF DECK JOISTS P I 1 L l , I 5 AGING PER �� I � are marked veto .Excavators and contractors can also submitovate I I requests - e4 _ I I I 6 i 1.4x '' 5through :'}: . : '•:. . 1''' I I I I I DEGKING MANUFACTURER. r online ITIC.If you do not current) use ITIC lease call � I I � I � I � '• ' • �_�'�� I I IY Y ,P 1; �, -2.5 x -2.6 x -2."f'x L; } . •:...:EX15TIN6. .'. I I I I I I USE OPEN-GRATE TYPE DEGKING I I O r 8 6 (SHOWN) 1 1 I 1-800-524-7603 for more information. I L1 I I PROPOSED MID-51LL VINYL BULKHEAD, .: .'::.'GRADE I I I I I I `� PILES TO BE PLACED I I I r j I.. .. .. .. . SEE VIEWS G3 D3 AND E3 THI5 5HT. I I I I 1 ' :' .. . .. .. .. .. I •�''I' �' •' �• �• �• •' �' �• �' �' ' •' '��.',.I', :'I••.�.�•.'..�.',.�.'. •.•. ..••.: :•. �..•..•.. ..�.•.•..'I .' '..�.'. .� I I I I 1 1 z I I I I SHOREGAURD 56 625,0.385 THKxlO DPxIOH, f Ott I.' .' 1 1 I I I I EQUALLY ON CENTER I I For safety reasons,homeowners are strongly encouraged to call as well V I I I; 1 I I _ I I SEE 5HT No.I FOR MORE INFO I I I O I I (10' O.G. MAX) I I I 1 when planning any type of digging on their property.Homeowners can PROP,(20) IO"P x 18' GGA TIMBER PILES �: :::.: I I TIMBER FOOT BRIDGE - ELEVATION I I I I - , �, contact us directly at 1-800-272-4480 or by calling 811,the national call I I I 10"(P x 15 L6. GGA TIMBER PILE r T DEPTH OF PENETRATION = 10' MIN. I L...'::. . :ti015TURBED I I A' I I I I I I I before you dig number.For excavation work completed on personal tl_ I I 5GALE: Y4" - 1'-0" I I I I I I I I FOR PROP05ED MID-SILL BULKHEAD IN UNDI5TURBED 501L (TYP,U.O.NJ 501E - I I I III I I I i I property,it is the contractor's responsibility-NOT the homeowner's-to I I I I I I (TYPICAL OF IS) �t_ 7 I 1 I I I I I I I Irl I I contact DigNet.Having utility lines marked prior to digging is free of charge. �( L _I��I_ _I��I_ _1��L L J L J I-J 1 1 SEE 5HT No.] FOR MORE INFO of 5 Topographic Survey °1 ,,�� t I N Surveyed: 09-13-16 �� a o��Aho��o�� we Amended: 05-05-17 - �° ,��c•°� �' �.°��'��os 05-20-17.06-20-17 5°� , Kimogenor Point Town: Southold Suffolk County, NY Ce M, MLW = 0.0 e o lxINC N 3Q `� Bs ¢ . M \� CLCD�0 OS." 3 2, �Air— 0 0 ` ,�3 \ \202 2? V':' �[�? % t` p ;��7 �I�- '- y ' ;08 \,O6' lr 3B ?q. ry i F 3e ' > > wcn o 1QO \ '61 \3333 \\O., \I � 3k y � ,�'\'� O Q v p, 452/�, \\2?j 8 \3`3'36' ``.` � , ;� �'�/• � �,•`, '� %� S � � 1 1 � A y 3 \ OCT 13 2017 % 2 '3 -,,).-9 1 Southold Town \ 4� d' Boar otTrustees 2� ``�A?�� `� -• `f�' k1� aCaT VAT . - — ROBERT H. F °�Ln , 4 NYS PLS#5019 P O Box#366 ��NI Aquebogue, NY 11931 } KIMOGENOP INT COMPANY,50 JACKSON STRI NEW SUFFOLK i , 4 a r• {"`'a'., .*"�,� • .fru },.,.. c 0 Figure 1. Aerial view of Kimogenor Point Company clubhouse and bridge on May 11,2016. Image by Google Earth. New Suffolk, L. I., Saturday, August 5, 1933 I The Kimogenor Point Clubhouse I I r • �. "4'�"+� sem'; •ems• t r - '� � Figure 2• Looking east at west side of clubhouse and bridge(right)in 1933. Image from the"Kimogenor Point Put-Put,"a community newspaper published in the 1930s. KIMOGENOR POINT COMPANY,50 JACKSON STREET,NEW SUFFOLK el �:. � 7 Figure 3. Looking east from dock toward west side of clubhouse and at locations of proposed+61'section of mid-sill bulkhead,landward section of catwalk to be replaced(Wip)to allow for bulkhead installation;and ex.steps to be replaced with new platform&steps. r. Y Figure 4. Looking southeast at west side of clubhouse foundation to be repaired and location of proposed +61'section of mid-sill bulkhead,and at locations of proposed+4'extension of ez bulkhead return and area behind return to be backfilled with+4 cy of sand to be planted with Spartina patens(right). KIMOGENOR POINT COMPANY,50 JACKSON STREET,NEW SUFFOLK ' ;_ ■IIS -; . . Figure 5. Looking south at north side of clubhouse foundation to be repaired;and at locations of proposed+36'section of mid-sill bulkhead and ex. steps to be replaced with new platform&steps. , c F I Figure 6. Looking north at south side of clubhouse foundation to be repaired and location of proposed+36'section of mid-sill bulkhead. KIMOGENOR POINT COMPANY, 50.JACKSON STREET.NEW SUFFOLK t � SNOOP oil, soei Figure 7. Looking southeast at timber footbridge to clubhouse to be removed and replaced(in-place). i a .s �W Figure 8. Looking north over timber footbridge to clubhouse to be removed and replaced(in-place). LA P } 11913 a SE"p1RE GON P I gel 9 i N>' 84 ° MdRD m MILL _ EAST TTOTUCK LONG 1 ate. 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A Y I , ' I , i , d ROBINS ' � 1sL\ AND � 37 38 39 _ FOR ADJOINING AREA SEE MAP NO 26 " � MATCH EIEC NO 109 UNE MATCH UNE Zz_ t_______ ___—_--_ZZ —_____—_--�_---______ _� SEESEC NO FOR M�NO FOR PCI.NO .sem 8 j SEE SEC NO 109aDJ)09 109LC0082 Io I 2A( 33 2,A(c) �$ / TOINN�O `SOIRHO51. LO S I TowN OF SOUTHOLD / e 983 A(n I 835 i IPEc 5ER0Nl ncuLAND FaSTRUST EMEN+1 FouNrraFsaaFaN I � • ..3A(n � - � I „ e onTROPNDrrs�rn I a O � TOWN OF 9 12 SOUTHOLD E fi I4 I 27A(c) 1 n e13� O \ r m, aezfA(NO3.1 s, zNq II ?• 6 L to I �\ 32A(c I P1cn1A PEOO.1CL NDS UI n r ` 3 E \ 1® 19 251 3 1 rte\• ,mNSFme 29A(C) 9 111 to -a v \ _ a O GLSE RDS Ps) 4 111tH oa _ �' i _ `\ad \ ® '§s- 'n12 9 101 z2a O —(n}� , SUn ?A() 12 -1A / OUC a 28A(c) I( To—o uTH`OLD �� ) t \ '® ✓ ., B E asn(U /l( A i ° 32 11 a Ei / 1r 121 AVE , 7 Or I 98q(c) 1M(c) A 3 2 19 � 8102 11 ,21 13 ,a , a1 a I /CUTCHOGUE- 4 S / 8 11A(c) 121 yo, "� S ,81 -t 3,8A(c) 1 11tH ,2AIn +,A(n 29A1n F 1N NEW SUFFOLK 1aA(n Q 2 =) ] 1—a �+ - 18 1)1 I� PARK DISTRICT m5SrA(.)) 6 G i 11A(c 18 11A(c) 192 � 1��°" e N �a ^4 0 fi w� 1 ct! w 11 I-WC) F nam e.` } v I 1 1 +g 'amu 4.1 z=zz 222 IA(c)) TOWrt 4a fi � 112 a z '+ TOY1'NO a.e� �/ PECONIC -J m of \ 1�1 `"aIU no•� g, Y J 12NU 29a LD-� I 0�9\ 241 16 " EC SEESN0 131 PQ S9A(C) 1N d b 0•A a w: �- 1 3 1sa 1 ' F a0plcl x ; /59A(U � �a m Fo3� $ " n ` C�1' `•��y) d Gy\ g P� NOTICE COUNTY OF SUFFOLK © E T°t'^+°F SOUTHOLD SECTION NO I Real Property Tax Semce Agency Y 77 cw"bc.cmrRN+mc,a.Nrnem M ��ucsff 116 ,999 PROPERTY MAP - - - � -•.::•' -� __ '•�a�°c�,=c T:1 � - -_ -_ - - .f mwcwao"a.c s.emama _ .[.=:_. ... _ � -�.:-_ _ •_i--•^�`_ - - __ _._ _ -..` - ___ _�_ _ ___ � -_ - ��._ -...-.` - _icy�..-.r-' _�-:" ___ __" -_ -- - -___ - OFFICE LOCATION: ®��®F S® MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) sus NW Southold, NY 11971 ' a� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: November 14, 2017 Re: - LWRP Coastal Consistency Review for KIMOGENOR POINT COMPANY, c/o DANIEL BINGHAM, PRESIDENT SCTM# 1000-116-6-24.1 En-Consultants on behalf of KIMOGENOR POINT COMPANY, c/o DANIEL BINGHAM, PRESIDENT requests a Wetland Permit to repair existing clubhouse foundation, i.e. install new foundation pilings, replace porch decking, replace and/or sister existing foundation framework components (e.g. girders), and install new materials to stabilize and secure the building (e.g. hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead (EL. ±4.73') around three sides of existing clubhouse and install ±34" untreated cap to cover bulkhead and gap between bulkhead and existing porch; install ±4' extension of existing bulkhead return (stepped down to EL. ±3.6') to connect to proposed mid-sill bulkhead; backfill extended return with approximately 4 cubic yards clean sandy fill and plant with Spartina patens (18" o.c.) to establish approximately 64sq.ft. area of high marsh; replace two sets of existing steps with two sets of±4'x7' wood platforms (over mid-sill bulkhead) and ±2'x7' steps, remove and replace in-kind/in-place ±4'x5', section of existing dock catwalk to allow for installation of mid-sill bulkhead; place approximately 46 cubic yards clean sandy fill beneath clubhouse to raise grade to EL ±3.6'; and remove and replace in-place 5'x86' timber footbridge using open-grate decking. Located: 50 Jackson Street, New Suffolk. •SCTM# 1000-116-6-24.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered to further Policy 6. 1. Reduce CCA treated materials in construction. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. - 111 F T t%ofF01/r G� Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish, Secretary ,-W P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., November 8, 2017 the following recommendation was made: Moved by Caroline Burghardt, seconded by James Abbott, it was RESOLVED to SUPPORT the application of KIMONGENOR POINT.COMPANY to repair existing clubhouse foundation ie. new foundation pilings, replace porch decking, replace and/or sister existing foundation framework components e.g. girders, and install new materials to stabilize and secure the building; construct approx. 133 If. of mid-sill vinyl bulkhead around three sides of existing clubhouse and install 34" untreated cap to cover bulkhead and gap between bulkhead and existing porch; install 4' extension of existing bulkhead return to connect to proposed mid-sill bulkhead; backfill extended return with approx. 4 cy. clean sandy fill and plant with Spartina patens to establish approx. 64 sf. area of high marsh; replace two sets of existing steps with two sets of 4'X 7' wood platforms and 2'X 7' steps; remove and replace (inkind/inplace) 4'X 5' section of existing dock catwalk to allow for installation of mid-sill bulkhead; place approx. 46 cy. of clean sandy fill beneath clubhouse to raise grade to EL 3.6; and remove and replace (in-place) 5'X86' timber footbridge using open-grate decking. Located: 50 Jackson Street, New Suffolk. SCTM#116-6-24.1 Inspected by: Peter Young, Caroline Burghardt, James Abbott The CAC Supports the application, however, requests more definition to the restoration plan for the disturbed areas. Vote of Council: Ayes: All Motion Carried UGIA S43/o Nla�n t(03d M,chaei J Domino. V,ce-PrCSLdenC P O Sox t 179 James F EG ns. TrusteeS [Bold. Nc— York 11971-0959 Oa e Bergen. Trustee Telephone (631) 765-1892 Charles J_ Sandcrs.Trustee Fax(631) 765-6641 B0A-RD OF `I'OWI`1" TRUSTEES TOWN O C SOUTHO LD ® To: Southold-Town Building Department Re_ Verification of Building Department Permit Requirements OCT 1 2017 BuMDING DEPT. TO OF 0 Property Owner Mame: �dlr Date Sent to Bldg- Dept-: The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Departments permuting requirements stated below- NO elow-NO the proposed.project require a Building Permit? ll the proposed project require a variance determination from he Zoning Board of Appeals? Wiff any-part of this application be considered as Demolifion as 'described under Town Code? COMMENTS: Date Signature Reviewer FFO(,r1,0 John M.Bredemeyer III,President Town Hall Annex Michael J.Domino,Vice-President q 54375 Main Road G* P.O. Box 1179 James F.King,Trustee d Southold,New York 11971-0959 Dave Bergen,Trustee 'fij� �! Charles J. Sanders,Trustee ¢� [ � Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application _Wetland Permit Application Administrative Permit / _Amendment/Transfer/Extension X Received Application: jD,13XI eceived Fee: t� Completed Application Det• , rd/� _Incomplete SEQRA Classifica on: i Type I Type II Unlisted OCT 1 3 2017 Coordination: (date sent) "e �!'� LWRP Consistency Assessment Form CAC Referral Sent: 10IZ5'117 Southold To,vo _Date of Inspection: Y,-3-47 Boardf Tru°ee _Receipt of CAC Report: _Lead Agency Determination: Technical Review: Public Hearing Held: T1.15--11 Resolution: Name of Applicant Kimogenor Point Company c/o Daniel Bingham,President Address 170 Oxford Boulevard,Garden City,NY 11530 Phone Number: 212 902-0359 Suffolk County Tax Map Number: 1000 - 116-6-24.1 Property Location:50 Jackson Street,New Suffolk (Property is located on southwest corner of Jackson Street and New Suffolk Avenue.) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) P Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 v 1 t Board of Trustees AppUf Jon GENERAL DATA Land Area(in square feet): +/-6 acres Area Zoning: R-40 Previous use of property: Residential/recreational(clubhouse) Intended use of property: No change Covenants and Restrictions: X Yes No If"Yes", please provide copy. (copy enclosed) Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. 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 Southold Trustees#'s 7607,6980,6590E 08/24/11, 10/15/08,05/03/07 Southold Trustees#'s 6249,5082,2260 11/16/05, 11/03/99,02/26/87 NYS DEC#1-4738-00249/00027 modification 3/21/13;issued 10/12/11 NYS DEC#1-4739-00249/00021 05/11/07 COE#NAN-2011-01069,NAN-2008-01301 05/07/12, 11/25/08 DOS#F-2011-0708,#F-2008-0744 10/05/11, 11-18-08 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): Repair existing clubhouse foundation,i.e.,install new foundation pilings,replace porch decking,replace and/or sister existing foundation framework components(e.g.,girders),and install new materials to stabilize and secure the building(e.g.,hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL.+/-4.73)around three sides of existing clubhouse and install +/-34"untreated cap to cover bulkhead and gap between bulkhead and existing porch;install+/-4'extension of existing bulkhead return(stepped down to EL.+/-3.6')to connect to proposed mid-sill bulkhead;backfill extended return with approximately 4 cy clean sandy fill and plant with Spartina patens(18"O.C.)to establish,approximately 64 sf area of high marsh;replace two sets of existing steps with two sets of+/-4'x 7'wood platforms(over mid-sill bulkhead)and+/-2'x 7'steps;remove and replace(in-kind/m-place) +/-4'x 5'section of existing dock catwalk to allow for installation of mid-sill bulkhead;place approximately 46 cy of clean sandy fill beneath clubhouse to raise grade to EL.+/-3.6;and remove and replace(in-place)5'x 86'timber footbridge using open-grate decking, all as further described and depicted on the engineering plan entitled"Structural Repair Plan for Kimogenor Point Company," prepared by Jeffrey T.Butler,P.C.,dated January 1,2016,last revised September 25,2017. I' —' board of Trustees Applicat' ii WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To repair,protect,and preserve existing clubhouse and replace and maintain bridge providing pedestrian access to clubhouse. Area of wetlands on lot: square feet Percent coverage of lot: �% Closest distance between nearest existing structure and upland edge of wetlands: 0 feet Closest distance between nearest proposed structure and upland edge of wetlands: 0 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? +1-50 cubic yards Depth of which material will be removed or deposited: +/-2 feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Approximately 4 cy clean sandy fill will be placed behind extended bulkhead return and planted with Spartina patens; and approximately 46 cy clean sandy fill will be placed beneath clubhouse to raise grade to EL 3.6'. 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): See attached addendum. ADDENDUM FOR KIMOGENOR POINT COMPANY 50 JACKSON STREET NEW SUFFOLK,NY SCTM#1000-116-6-24.1 Wetlands Statement of Effect: The Kimogenor Point Clubhouse,which was built in 1909, provides a common recreational area for the entire Kimogenor Point community and sits in the same location on the same island today as it was constructed more than 100 years ago(see Figure 2,photo of clubhouse taken in 1933). However,as sea level has gradually risen over the past century,the shoreline of the island has gradually eroded and receded closer to the building;the vegetated tidal marsh has advanced to the perimeter of the building; tidal flooding periodically extends beneath the footprint of the building; and the wooden piling foundation that supports the structure has gradually aged and is in need of repair. The current application therefore proposes a two-phased approach to preserve and protect this locally historic landmark by 1)making necessary structural repairs; and 2)protecting the building against flood and erosion damage. Specifically, as depicted and described by the enclosed engineering plans entitled"Structural Repair Plan for Kimogenor Point Company,"prepared by Jeffrey T.Butler,P.C.,dated January 1, 2016, and last revised September 25,2017,the project proposes structural repairs such as the installation of new foundation pilings,replacement of porch decking,replacement and/or sistering of existing foundation framework components(e.g., girders), and installation of new materials to stabilize and secure the building(e.g., hurricane straps). Secondly,the project proposes the installation of a mid-sill bulkhead around three sides of the building to provide permanent protection from flood and erosion damage. Also included in the proposed scope of work is the in-place replacement of the existing timber footbridge that connects the clubhouse to the mainland; and the construction of new access platforms and steps off the porch in place of existing steps. To protect and restore the quality and function of the surrounding tidal wetland ecosystem,the project includes mitigation measures designed to protect and preserve to the maximum extent practicable the existing tidal marsh vegetation during construction using temporary heavy equipment mats;to replace any marsh vegetation that is damaged or lost during construction by way of restorative marsh plantings; and to enhance/create an approximately 64 sf area of high marsh landward of the proposed extended bulkhead return where that area of upland is gradually eroding and subsiding. Additionally,the 34" cap needed to cover the bulkhead corrugation and the gap between the bulkhead and porch will be constructed of untreated material. And to further reduce and limit the introduction of treated materials over the wetlands and surface waters,the existing wood footbridge to the clubhouse will be reconstructed using untreated, light-penetrable, open-grate decking. Therefore,the project will result in the maintenance and preservation of the 108-year old clubhouse without causing significant adverse impacts to the adjacent tidal wetlands or surface waters. , � r r 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available.If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Kimogenor Point Clubhouse Project Location(describe,and attach a location map): 50 Jackson Street,New Suffolk,Town of Southold,Suffolk County,NY, SCTM#1000-116-6-24.1;property is located on southwest corner of Jackson Street and New Suffolk Avenue,location map provided. Brief Description of Proposed Action: Repair existing clubhouse foundation,i e,install new foundation pilings,replace porch decking,replace and/or sister existing foundation framework components(e.g, girders),and install new materials to stabilize and secure the building(e g,hurricane straps),construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL +/-4 73)around three sides of existing clubhouse and install+/-34"untreated cap to cover bulkhead and gap between bulkhead and existing porch,install+/4 extension of existing bulkhead return(stepped down to EL +/-3 6')to connect to proposed mid-sill bulkhead,backfill extended return with approximately 4 cy clean sandy fill and plant with Spartma patens(18"0 C)to establish approximately 64 sf area of high marsh,replace two sets of existing steps with two sets of+/-4'x 7'wood platforms(over mid-sill bulkhead)and+/-2'x 7'steps,remove and replace(in-kind/in-place)+/-4'x 5'section of existing dock catwalk to allow for installation of mid-sill bulkhead,place approximately 46 cy of clean sandy fill beneath clubhouse to raise grade to EL +/-3 6,and remove and replace(in-place)Tx 86'timber footbridge using open-grate decking,all as further described and depicted on the engineering plan entitled"Structural Repair Plan for Kimogenor Point Company,"prepared by Jeffrey T Butler,P.0, dated January 1,2016,last revised September 25,2017 Name of Applicant or Sponsor: Telephone: 212-902-0359 Kimogenor Point Company c/o Daniel Bingham,President E-Mail: danielbingham9@gmail.com Address: 170 Oxford Boulevard City/PO: State: Zip Code: Garden City NY 11530 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2.If no,continue to question 2. X 2.Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: DEC,COE,DOS X 3.a.Total acreage of the site of the proposed action? +/-6 acres b.Total acreage to be physically disturbed? +/-8,000 sf acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? +/-6 acres 4.Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ® Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6.Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Name:West Creek,Pecomc Bay&Environs,Reason Significant coastal fish&wildlife habitat,Protect public health,water,vegetation,&scenic beauty,Agency Town of Southold,Suffolk County,Date 3-24-88,7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: N/A 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: N/A 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/A 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b. Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: The proposed X mid-sill bulkhead and associated cap will encroach over approximately 352 sf of tidal wetland area. 14. Identify the typical habitat types that occur on,or are likely to be found on the project site Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Ro rt E.Hen-mann,Coastal Management Specialist Date: October 12,2017 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2.Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer.When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or / affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: / a. public/private water supplies? ✓ b. public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, J architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail,identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude.Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the pro ed action will n t result in any significant adverse environmental imp ts. 117 , � N -r d n 0 Date -- �./ .�r Print or Type N e of Res onsibl Officer in Lead Agency Title of Responsible Officer /yvkwll� Signature of Res onsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 25 46 L � ,� OREGON .\ �. 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W P�� DA W ' S ODD o ay O,f, CENTER ST Q p $ 3 �M� Ltp Pr9 CANPNMEDLA PARK AN =°RCH •\._t A oU,pl ¢Exr, SIR a 9 c Ro P �� Old Cove 1� A K C� Marratook.a P� i w SMIN�nQN�a YC t 9(rp Xzm07e nl r �4C Avg vQ 0 C1�E %TOWN + PCNSON D Q Sr o PARK �- d � "lldl]Mn nr II 511 C ACa55 VIA Vt5t I CftK ANP 51,I3,1�Cf WOf' M) I SuF dk County H&rVom Map 25 G R E A T ; P E C ® N I C ;I,, - +3000 'NORTH RACE I , P! A Y I ® t • 3 v ' � � I R O � IB I N S ' IS L\ AN D 37 39 39 Cyt FOR ADJOINING AREA SEE MAP NO 26 Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) 1, o T l_w• c, ,j- k- t j residing at ?O b�cLi- J c( (print name of owner of property) (mailing address) /V�` 1 �� do hereby authorize -5E ej " Co (Agent) to-apply for permit(s)from the Southold Board of Town Trustees on my behalf. (Owner's "re) Board of Trustees Application AFFIDAVIT I�G riC�_( �c�';r� he rr►� �. 5 � r � ;uy.a Se• EING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF 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,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. c Signature Wroperty Owner SWORN TO BEFORE ME THIS DAY OF 20 r 7 Notar4PUC LYNN SPURGAT NOTARY PUBLIC-STATE OF NEW YORK No: 01 SP6137757 Qualified in New York County My Commission Expires December 05.2017 Board of Trustees Applicaia on AFFIDAVIT EING DULY SWORN DEPOSES ANIS AFFIRMS THAT HE/SITE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF ITIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO FOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FLEE 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,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature Wroperty Owner SWORN TO BEFORE ME THIS , _DAY OF Aor j_ Notary Pub& LYNN SPURGAT NOTARY PUBLIC-STATE OF NEW YORK No. OISP6137757 Qualified In New York County My Commission Expires December 05,2017 APPLICANT/AGENT/REPRESEN PATI TRANSACTIONAL DISCLOSUR9 FORM ow mp-lovecs."flic ourposc-of oLS A - jqu_11jPJ_d'sf6deof rthicsnrohili�111;conl icWtSf2f ill.1- a 6ffidersatid tlli�s Lonli it t(Lpitskidifor'nation which can alert the tol%vil' ' "gj' it to 6kc-wljgtcvceacjiqn is necessary to avoid same. I t11__v-, ,45 r"e,---I-- J_ 5 $ YOUR NAME: (Last name,first name,griddle 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 Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official"map Planning Other (If"Other",name the activity.) Do you;persoruilly(or through,your.c()1uparly,spousuj,sjbling,;parcot,,or child)have a relationship with any officer or employee of theTown of SOtdbold'?1keliltioll hi I p"6i6ludes by 611' d,njarriage,or business interest."Business interest"means a business, including a parthership,fn whicif,'.1fie(owd oftlicer'or ' partial ownership of(or employment by)a,corporation in employee owns more than W4(if the shares. YES NO 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, anent,or child is(check all that apply): the owner of greater ilimi 5%of th6-,shares of the corporate,stock-ofthey app i-on applicant is not a corporntioti), director,partner,or employee of the'applicant;.or D)the actual applicant. DESCRIPTION OF RELATIONSHIP V'A Submitted thi,sj2_1)qy ofAarf 1 200 Signature Print Name la Form TS LYNN SPUR GAT NOTARY PUBLIC-STATE OF NEW YORK No. 01SP6137757 Qualified In New York County My Commission Expires December 05,2017 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORINT 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. YOUR NAME: Herrmarm Ebert F (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 �— Change of Zone Coastal Erosion 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 X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 1j of 0 ctober 209. 17 Signature Print Name Eo HeriTnann Form TS I Jam' 1 q NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Kimogenor Point Company SCTM#1000-116-6-24.1 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Repair existing clubhouse foundation,i.e.,install new foundation pilings,replace porch decking,replace and/or sister existing foundation framework components(e.g.,girders),and install new materials to stabilize and secure the building (e.g.,hurricane straps);construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL.+/-4.73)around three sides of existing clubhouse and install+/-34"untreated cap to cover bulkhead and gap between bulkhead and existing porch;install+/-4'extension of existing bulkhead return(stepped down to EL.+/-3.6')to connect to proposed mid-sill bulkhead;backfill extended return with approximately 4 cy clean sandy fill and plant with Spartina patens(18"O.C.)to establish approximately 64 sf area of high marsh;replace two sets of existing steps with two sets of+/-4'x 7'wood platforms(over mid-sill bulkhead)and+/-2'x T steps;remove and replace(in-kind/in-place)+/-4'x 5'section of existing dock catwalk to allow for installation of mid-sill bulkhead;place approximately 46 cy of clean sandy fill beneath clubhouse to raise grade to EL.+/-3.6;and remove and replace(in-place)5'x 86'timber footbridge using open-grate decking,all as further described and depicted on the engineering plan entitled"Structural Repair Plan for Kimogenor Point Company,"prepared by Jeffrey T.Butler,P.C.,dated January 1,2016,last revised September 25, 2017. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 50 Jackson Street,New Suffolk 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: 0 DATE: Wednesday,November 15,2017 @ 5:30 p.m. You may contact the Trustees Office at 765-1892 or in writing. a 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. Kimogenor Point Company c/o Daniel Bingham,President PROPERTY OWNERS NAME: 170 Oxford Boulevard MAILING ADDRESS: Garden City,NY 11530 PHONE #: 212-902-0359 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. PROOF OF MAILING OF NOT] Y_ ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Knnogener Point Company P.O.Box 8020 Attn.: Nancy Akeson Garden City,NY 11530 Town of Southold P.O.Box 1179 Southold,NY 11971 John Wickham 11752 Hartford Road Thomas Wickham Glen Arm,MD 21057 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the day ofU\1-e ,20 17 , 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 were iled to each of said persons by (certified)( mail. Robert E.Herrmann Coastal Managment Specialist Sworn to before me this i KIM H . STEPHEN S day of Mtltm AV- ,2017 NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY Notaryblic EXPIRES Al' GUST Z12 -4 Ln ni ®• Er M Y `a .£ S: [7 �' GE R,.,cq Lf:'.• `M rU Certified Mail Fee .a $ `n Extra Services&Fees(check box,add fee as appropriate)- E3 ❑Return Receipt(hardcopy) $ `, t�d C-3 ❑RetumRecelpt(electronic) $ �' C"�ost�r C ❑Certified Mall Restricted Delivery $ ® -Here -y O ❑Adult Signature Required $ g r ❑Adult Signature Restricted Delivery$ p�OV r 201} -n Postage ' 1 mTotal P .n $ John Wickham Sent To r-9 Thomas Wickham N� sieeib 11752 Hartford Road cipr(, Glen Arm,MM 21057 .......... wam" r o r ora•r _ Postal Service"' ■ ® p ■ ECEIPid(',X' L1j 7=1 ®� u M Er ZD V I U Certified Mail Fee i $Extra Services&Fees(check box,add fee esappropriate) �,PAPJam" 0 ❑Return Receipt(hardcopy) $ '�✓ r ❑Return Receipt(electronic) $ O Postmark �A p ❑Certdled Mall Restricted Delivery $ Nov �y{ere y p ❑AduftSignatureRequired $ N —/ 201 { []Adult Signature Restricted Delivery$ V 1 r-3 Postage U') Total Pol-LL 7�b U $ Town of Southold .n Sent To' P.O.Box 1179 C3Streetan r- Southold,NY 11971 ary,scat L------- U.,S. ,Postal-Service," ■ , © ■ ■ ruB M Er c Q" .P l X61 F3 5• Iz � t.n :: 'i FU Certified Mail Fee $ '-� Extra Services&Fees(checkbox,add fee as appropriate) O ❑Return Receipt(hardoopy) $ ❑Retum Receipt(electronic) $ \l ostmar'fv r3 ❑Candied Mail Restricted Delivery $ , _Here E3 ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ 0 �^ Postage NOV_ 7 2017 - $ U.) Total Pos $ Kimogen�r Point Com�an, .n Sent To p 8-US ra Attn.: Nancy Akeson ----- � - streetanl. P.O.Box 8020 c, -s�At"; Garden City,NY f1530 ------" ' _ I :ro r19ragwalor Michael J.Domino,President O�QSUFFOL'�' Town Hall Annex John M.Bredemeyer II1,Vice-President h� y�� 54375 Route 25 Charles J. Sandersy z P.O. Box 1179 Glenn Goldsmith 1_� 07 Southold,NY 11971 A.Nicholas Krupski A ® p� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of KIMOGENOR POINT COMPANY, c/o DANIEL BINGHAM, PRESIDENT COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS INPLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE j� Robert E. Herrmann , residing at/dba En-�',lm ants 131 Q.N erthea load, Seuth a-mpton' NY 1965 being duly sworn, depose and say: That on the 3rdday of November , 2017 , I personally posted the property known as r, 50 wkson Street, New Suffolk, Town of Southold; SCTM 11000-116-6-24.1 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,November 15,2017. Dated: (sign"atZA Sworn to before me this 15th day of Nov 2017 ota P010H S1 HENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 DUALIFIED IN SUFFOLK CO$I TY EXPIRES AUGUST 2 , j4__ NUTILL U I to H I LA I KING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: KIMOGENOR POINT COMPANY, c/o DANIEL BINGHAM, PRESIDENT SUBJECT OF PUBLIC HEARING : Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING : Wednesday, November 15, 2017 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Michael J.Domino,President ®�� '� ®� C®O Town Hall Annex John M.Bredemeyer III,Vice-President �� , 54375 Route 25 Charles J. Sanders g P.O.Box 1179 Glenn Goldsmith _ Southold,NY 11971 A.Nicholas Krupski Telephone(631)765-1892 ®� 4 � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PROJECT DESCRIPTION FOR KIMOGENOR POINT COMPANY, c/o DANIEL BINGHAM, PRESIDENT 50 JACKSON STREET, NEW SUFFOLK SCTM# 1000-116-6-24.1 PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, NOVEMBER 15, 2017 En-Consultants on behalf of KIMOGENOR POINT COMPANY, c/® DANIEL BINGHAM, PRESIDENT requests a Wetland Permit to repair existing clubhouse foundation, i.e. install new foundation pilings, replace porch decking, replace and/or sister existing foundation framework components (e.g. girders), and install new materials to stabilize and secure the building (e.g. hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead (EL. ±4.73') around three sides of existing clubhouse and install ±34" untreated cap to cover bulkhead and gap between bulkhead and existing porch; install ±4' extension of existing bulkhead return (stepped down to EL. ±3.6') to connect to proposed mid-sill bulkhead; backfill extended return with approximately 4 cubic yards clean sandy fill and plant with Spartina patens (18" o.c.) to establish approximately 64sq.ft. area of high marsh; replace two sets of existing steps with two sets of ±4'x7' wood platforms (over mid-sill bulkhead) and ±2'x7' steps; remove and replace in-kind/in-place ±4'x5' section of existing dock catwalk to allow for installation of mid-sill bulkhead; place approximately 46 cubic yards clean sandy fill beneath clubhouse to raise grade to EL. ±3.6'; and remove and replace in-place 5'x86' timber footbridge using open-grate decking. Located: 50 Jackson Street, New Suffolk. SCTM# 1000-116-6-24.1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nig ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 116 - 6 - 24.1 PROJECT NAME Kimogener Point Company 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: Repair existing clubhouse foundation,i.e.,install new foundation pilings,replace porch decking,replace and/or sister existing foundation framework components(e.g.,girders),and install new materials to stabilize and secure the building(e.g.,hurricane straps); construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL.+/-4.73)around three sides of existing clubhouse and install +/-34"untreated cap to cover bulkhead and gap between bulkhead and existing porch;install+/-4'extension of existing bulkhead return (stepped down to EL.+/-3.6')to connect to proposed mid-sill bulkhead;backfill extended return with approximately 4 cy clean sandy fill and plant with Spartina patens(18"O.C.)to establish approximately 64 sf area of high marsh;replace two sets of existing steps with two sets of+/-4'x T wood platforms(over mid-sill bulkhead)and+/-2'x 7'steps;remove and replace(in-kind/in-place)+/-4'x 5' section of existing dock catwalk to allow for installation of mid-sill bulkhead;place approximately 46 cy of clean sandy fill beneath clubhouse to raise grade to EL.+/-3.6;and remove and replace(in-place)5'x 86'timber footbridge using open-grate decking,all as further described and depicted on the engineering plan entitled"Structural Repair Plan for Kimogenor Point Company,"prepared by Jeffrey T.Butler,P.C.,dated January 1,2016,last revised September 25,2017. Location of action: 50 Jackson Street,New Suffolk Site acreage: +/-6 acres Present land use: Residential/recreational(clubhouse) Present zoning classification:R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Kimogenor Point Company (b)Mailing address: c/o Daniel Bingham,President 170 Oxford Boulevard,Garden City,NY 11530 (c) Telephone number: Area Code 212-902-0359 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No❑ If yes, which state or federal agency?NYSDEC,USCOE,NYSDOS C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes F-1No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Although not a registered historic landmark,the existing clubhouse was constructed in 1909 and has for more than a century remained as the centerpiece of Kimogenor Point,symbolizing and maintaining the historic character of the community that was originally founded 109 years ago. And consistent with Policy 2,the clubhouse building is being preserved in place using appropriate repairs. 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 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 The proposed bulkhead is consistent with the fundamental objective of Policy 4,which is to minimize loss from flooding and erosion,in this case the potential loss of the historic,109-year old clubhouse structure that stands on an island characterized by tidal wetlands and cannot practicably be relocated The project design is further consistent with the policy goal of using a hard structural erosion protection method only where the hazard cannot be avoided(the clubhouse cannot be relocated);it is not possible to enhance any natural protective feature or use a vegetative approach to protect the clubhouse from flooding and erosion,leaving a hard structure as the only design consideration that can practicably and effectively do so;the proposed mrd-sill bulkhead has been lirmted to the minimal scale necessary and is based on sound engineering practices;vegetative marsh restoration and enhancement are incorporated into the project design,and there will be no adverse impact to adjacent property or coastal processes and no significant direct or indirect costs incurred by the public as a result of the project 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 To the extent that Policy 5 is applicable to the project,the design is consistent with Policy 5 in that the proposed bulkhead will be constructed with untreated vinyl sheathing as required by Chapter 275;the existing timber footbridge will be reconstructed using untreated,open-grate decking;and the proposed bulkhead cap will be constructed with untreated open-grate material. 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 Consistent with Pohy 6,to protect and restore the q_.....,end function of the surrounding tidal wetland ecosystem,the pmjoc,n—urles mitigation measures designed to protect and preserve to the maximum extent practicable the existing tidal marsh vegetation during construction using temporary heavy equipment mats,to replace any marsh vegetation that is damaged or lost during construction by way of restorative marsh plantings,and to enhance/create an approximately 64sf area of high marsh landward of the proposed extended bulkhead return where that area of upland is gradually eroding and subsiding Additionally,in order to mitigate the coverage created by the 34"bulkhead cap needed to cover the corrugated vinyl sheathing of the proposed bulkhead and the gap between the bulkhead and the existing porch,the cap will be constructed of untreated,light-penetrable,open-grate material And to further reduce and limit the introduction of treated materials over the wetlands and surface waters,the existing wood footbridge to the clubhouse will be reconstructed with untreated,light-penetrable,open-grate decking Therefore,the project will result in the maintenance and preservation of the 108-year old clubhouse without causing significant adverse impacts to the adjacent tidal wetlands or surface waters 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 i 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 project is consistent with Policy 9 because while preservation of the clubhouse does nothing to impede or otherwise affect the surrounding public's access to or use of the surrounding waterway,the clubhouse and associated dock provides the entire Kimogenor Point community with their basis of access to and recreational use of the surrounding coastal waters and resources. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold'&-..-:.ter-dependent uses and promote si,., g of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY —TITLE Coastal Management specialist DATE 10-12-17 Robert E. emnann Amended on 811105 EN-CONSULTANTS October 12,2017 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 OCT 1 3 2n17 Southold,NewYork 11971 Re: Kimogenor Point Company 50 Jackson Street,New Suffolk SCTM#1000-116-6-24.1 Dear Board of Trustees: In regard to the above referenced property,enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Short Environmental Assessment Form; b) Authorization&Affidavit Forms; c) Applicant/Agent/Representative Transactional Disclosure Forms. 2. Topographic Survey prepared by Robert H.Fox, last dated June 20,2017. 3. Engineering plan prepared by Jeffrey T.Butler,P.C.,last dated September 25,2017. 4. Copy of recorded Declaration of Covenant. 5. One(1)set of site photographs. ,6. Application fee of$250.00. 7. Three(3)LYM Consistency Assessment Forms including: a) Engineering plan(as referenced above). 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. Sine ly, R IeTH—errmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www enconsultants com environmental consulting