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HomeMy WebLinkAboutTR-7607 John M. Bredemeyer III,President �*0� S�UryO Town Hall Annex Michael J. Domino,Vice-President h0 lQ 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Charles J. Sanders,Trustee Q �Q Telephone(631) 765-1892 IyCOU�'�� Fax(631).765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1023C Date: August 4, 2014 THIS CERTIFIES that the incidental dredging up to 10' off sections of bulkhead to a depth of-2' ALW and re-grading of remaining shoal adjacent to bridge to gradually slope away from dredged channel and usage of 300 cy.of sand spoil as backfill(to be maintained up to 10 years from date of permit),•construction of±566 if vinyl bulkhead in place of(and±8"higher than)existing timber bulkhead,•removal and replacement of existing wood fence; removal and replacement of most landward+I F of 5' wide bridge and addition of 8'ramp onto landward end thereof,re-grading&repaving of chip-seal roadway landward of bulkhead,•replacement of existing drain with groundwater infiltration system and 6' buffer along the landward edge of the new bulkhead At 50 Jackson Street,New Suffolk,New York Suffolk County Tax Map# 116-6-24.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 2, 2011 pursuant to which Trustees Wetland Permit#7607 Dated August 24, 2011,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the incidental dredging-Lip to 10' off sections of bulkhead to a depth of-2' ALW and re-grading of remaining shoal adjacent to bridge torad�ually slope away from dredged channel and usage of 300 cy of sand spoil as backfill Ito be maintained up to 10 years from date of permit);construction of±566 if vinyl bulkhead in place of (and±8"higher than)existing timber bulkhead;removal and replacement of existing wood fence,•removal and replacement of most landward+I F of 5' wide bridge and addition of 8'ramp onto landward end thereof,re-grading &repaving of chip-seal roadway landward of bulkhead;replacement of existing drain with groundwater infiltration system and 6' buffer along the landward edge of the new bulkhead. The certificate is issued to KIMOGENOR POINT COMPANY owner of the aforesaid property. �4_ *W% &01� Authorized Signature • CC# : C14-38787 • 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, 1 have hereunto set my hand and affixed the seal of said County and Court this 09/23/2014 SUFFOLK COUNTY CLERK i SEP 2 6 2014 JUDITH A.PASCALE SEAL I IIIIIII III)VIII VIII VIII(IIII VIII VIII VIII IIII IIII Iillll(IIII 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 RECORDED 2014 Sep 23 09.47:56 AM Number of pages CLERK OF SUFFOLK COUNTY L D00012789 P 619 Deed Mortgage Instrument Deed Mortgage Tax Stamp Recording Filing Stamps 9n Mortgage Amt. Page Filing Fee fl"�Kl I 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. EA-52 17(County) Sub Total or EA-5217(State) TOT.MTG.TAX R.P.T.S.A. Dual Town Dual County Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax The property covered by this mortgage is Certified CODV or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total If NO, see appropriate tax clause on page# d -of this instrument, ds 2792563 1000 11600 0600 024001 1 2 // ? / 01 5 1 Community Preservation Fund Real Property p S Agency 15-SEP-14 CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD 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 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenant made by: (SPECIFY TYPE OFINSTRUMENT) Kimogenor Point Company The premises herein issituated in SUFFOLK COUNTY,NEW YORK. TO |nthe TOWN of -Southold Town of Southold |nthe VILLAGE Board of Trustees orHAMLET of New Suffolk BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 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. IN WITNESS WHEREOF,the owner have duly executed this instrument this 1 "t day of A u - , 2014. Kimogenor Point Company &�. '� (-�> By: William Archer,President STATE OF ss: COUNTY OF —' On the day of 3� ,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. GOBINESREEWATTIEPublic•State of New York Notary Public NO. 01G06212568 lified in Bronx Countyission 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 EN-CONSULTANTS September 26, 2014 E � t Board of Trustees Bn' Town of Southold P.O. Box 1179 Southold, NY 11971 Attn.: Elizabeth Cantrell Re: Kimoffenor Point Company- Wetlands Permit No 7607 Dear Ms. Cantrell: In satisfaction of Term and Condition #8 of the captioned permit, the required Declaration of Covenant was recorded in the Office of the Suffolk County Clerk on September 23, 2014. A copy of the recorded document is enclosed for your file. Res tfully yours, im tep Ts� Enclosure cc: Kimogenor Point Company 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting MARTIN D.FINNEGAN • SCOTT A.RUSSELL TOWN ATTORNEY Supervisor martin.finnegan@town.southold.ny.us �QF So(/ry STEPHEN F.KIELY 0� alp Town Hall Annex, 54375 Route 25 ASSISTANT TOWN ATTORNEY, P.O. Box 1179 stephen.kiely@town.southold.ny.us Southold, New York 11971-0959 LORI M.HULSEOl iQ Telephone(631) 765-1939 ASSISTANT TOWN ATTORNEY ��'�U �`�.� Facsimile(631) 765-6639 lori.hulse@town.southold.ny.us ' OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD Kim Stephens September 5, 2014 En-Consultants 1319 North Sea Road Southampton,NY 11968 RE: Kimogenor Point Company,Wetlands Permit No. 7607 Dear Ms. Stephens, I have reviewed the Declaration of Covenants draft you submitted to this office with respect to the above referenced application concerning the existing six foot wide non-turf buffer area located along the landward edge of the new bulkhead to be maintained, as depicted on the site plan, last dated August 1,2011 and stamped approved on August 24, 2011. The covenants and restrictions document must be executed and filed with the County pursuant to §275-10(K) of the Southold Town Code. Please note that a copy of this document or, in the alternative, a sworn statement attesting to the filing is to be presented to the Office of the Board of Trustees within 90 days of issuance of the permit. Regards, 1 I D Lori M. Hul ; SEP - 5 2014 I Assistant Town Attorney Cc: Board of Trustees 0 0 John M. Bredemeyer 111, President g14FFot4' Town Hall,53095 Main Rd. Michael J. Domino,Vice-President ��� �Gy P.O.Box 1179 James F. King y Southold,NY 11971 Dave Bergen !� Telephone(631)765-1892 Charles J.Sanders l �y0 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: -?6? / 1, IF Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction constructed ,Project complete, compliance inspection. INSPECTED BY: ��- COMMENTS: CERTIFICATE OF COMPLIANCE: C2 James F. King, President ~OF SOVry Town Hall Annex 54375 Main Road Bob Ghosio, Jr., Vice-President h O p.0. Box 1179 Dave Bergen # ~ Southold, New York 11971-0959 John Bredemeyer G Q Michael J. Domino ~ Te1Fax (6316 765?6641892 ~'YOOUNI'I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 17, 2013 Mr. William W. Archer, President 29 Green Meadow Lane Huntington, NY 11743 RE: KIMOGENOR POINT COMPANY 50 JACKSON STREET, NEW SUFFOLK SCTM# 116-6-24.1 Dear Mr. Archer: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 17, 2013: RESOLVED that the Southold Town Board of Trustees grants aOne-Year Extension to Wetland Permit #7607, as issued on August 24, 2011. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, James F. King President, Board of Trustees JFK:amn ~ i William W. Archer President FO~llt ~+03Ylj7Qllj? 29 Green Meadow Lane y~.~ Huntington, NY 11743 . p.:: - r1; ~f June 16, 2013 JUN ~ g X013 3t~tlhoid 10aq Board of Town Trustees Town of Southold Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 RE: Permit No. 7607, Request for Extension Dear Mr. King: I am writing to request an extension of Pernvt No. 7607, issued to the ICimogenor Point Company on August 24, 2011, to replace 5661ineaz feet of bulkhead on West Creek in New Suffolk, N.Y. Because of damage throughout the town of Southold caused by Hurricane Sandy, our contractor has been called away to do emergency repairs elsewhere and will rrot be able to begin our project until this fall. Very Tnily Yours, William W. Archer 6 ~ R ~ ~L~ FMK ~yg-a~99 Call -~s~ qu p~"o/iS Jill M. Doherty, President ~~Of S~UTyO Town Hall Annex Bob Ghosio, Jr., Vice-President ~O ~ 54375 Main Road James F. King l~[ ~ P.O. Box 1179 Southold, New York 11971-0959 Dave Bergen G Q John Bredemeyer ~ Telephone (631) 765-1892 ~y~,ouMV,~ 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 APRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line _ 15` day of construction ' '/2 constructed X Project complete, compliance inspection BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT N0.7607 DATE: AUGUST 24, 2011 ISSUED TO: KIMOGENOR POINT COMPANY PROPERTY ADDRESS: 50 JACKSON STREET, NEW SUFFOLK SCTM# 116-6-24.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and m accordance with the Resolution of the Boazd of Trustees adopted at the meeting held on August 24.2011, and in consideration of application fee in the sum of $250.00 paid by Kimogenor Point Comnanv and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct approximately 5661inear feet of vinyl bulkhead in place of (and approximately 8" higher than) existing timber bulkhead; remove and replace existing wood fence; remove and replace most landward +11 feet of 5' wide bridge and add 8' ramp onto landward end thereof; a 10 year maintenance permit to incidentally dredge up to 10' off indicated sections of bulkhead to a depth of-2' ALW and regrade remaining shoal adjacent to bridge to gradually slope away from dredged channel, which will restore tidal flow pattern around "island," and use approximately 300 cubic yards of sand spoil as backClt; regrade snd repave existing chip-seal roadway landward of bulkhead and replace existing drain with a groundwater infiltration system to minimize the frequency and volume of pavement run-off discharged through the existing overflow pipe to be maintained; with the condition of the continuance of a 6' buffer along the landward edge of the new bulkhead; and as depicted on the site plan prepared by En-Consultants, last dated August 1, 2011, and stamped approved on August 24, 2011; and also ss depicted on the drainage plan prepared by Sag Harbor Engineering, last dated May 26, 2011, and stamped approved on August 24, 2011. IN WITNESS WHEREOF, the said Boazd of Trustees hereby causes its Corporate Seal to be affixed, f' and these presents to be subscribed by a majority of the said Board as of this date. 9' ~~O~gOFFO(,~~ Y W 1 * TERMS AND CONDITIONS The Permittee Kimoeenor Point Comnanv 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 maybe made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Pernuttee 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 [o free navigation, the said Persnittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subj ect pazcel. Such evidence shall be provided within ninety (90) calendaz days of issuance of this pemut. 9. That the said Board will be notified by the Permittee of the completign of the work authorized. 10. That the Permittee will obtain all other permits and consents that maybe required supplemental to this permit, which may be subject to revoke upon failure to obtain same. Jill M. Doherty, President -``~jOF S~U~yO Town Hall Annex Bob Ghosio, Jr., Vice-President l0 54375 Main Road P.O. Box 1179 James F. King ~ ~ Southold, New York 11971-0959 Dave Bergen G Q John Bredemeyer %~0 ~ ~O Telephone (631) 765-1892 I~COU~'~~ Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 24, 2011 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: KIMOGENOR POINT COMPANY 50 JACKSON STREET, NEW SUFFOLK SCTM# 116-6-24.1 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 24, 2011 regarding the above matter: WHEREAS, En-Consultants on behalf of KIMOGENOR POINT COMPANY 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 August 2, 2011, and, WHEREAS, said application was refereed to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 24, 2011, 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, z WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 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 to construct approximately 566 linear feet of vinyl bulkhead in place of (and approximately 8" higher than) existing timber bulkhead; remove and replace existing wood fence; remove and replace most landward +11 feet of 5' wide bridge and add 8' ramp onto landward end thereof; a 10 year maintenance perrnit to incidentally dredge up to 10' off indicated sections of bulkhead to a depth of -2' ALW and regrade remaining shoal adjacent to bridge to gradually slope away from dredged channel, which will restore tidal flow pattern around "island," and use approximately 300 cubic yards of sand spoil as backfill; regrade and repave existing chip-seal roadway landward of bulkhead and replace existing drain with a groundwater infiltration system to minimize the frequency and volume of pavement run-off discharged through the existing overflow pipe to be maintained; with the condition of the continuance of a 6' buffer along the landward edge of the new bulkhead; and as depicted on the site plan prepared by En- Consultants, last dated August 1, 2011, and stamped approved on August 24, 2011; and also as depicted on the drainage plan prepared by Sag Harbor Engineering, last dated May 26, 2011, and stamped approved on August 24, 2011. 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: $1,050.00 Very truly yours, ~E~ Jill .Doherty President, Board of Trustees JMD/eac • o~gUPFO~fic h~ Jill M. Doherty, President ~ - Town Hall Annex Bob Ghosio, Jr., Vice-President ~ 54375 Route 25, P.O. Box 1179 James F. King Southold, NY 11971 Dave Bergen ~'~0 Telephone (631) 765-1892 John Bredemeyer 1 * Pax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: KIMOGENOR POINT COMPANY Please be advised that your application dated August 2, 2011 has been reviewed by this Board at the regular meeting of August 24, 2011 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 15t Day of Construction ($50.00) '/z Constructed ($50.00) XX Final Inspection Fee ($50.00) XX Dredge Fees ($10.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee - $50.00 Dredge Fees - 100 cubic yards x $10.00 per c.y. _ $1,000.00 pa ,da~~U TOTAL FEES DUE: $ 1,050.00 1 ~,~f~9 BY: Jill M. Doherty, President Board of Trustees Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Thursday, September 29, 2011 1:02 PM To: Cantrell, Elizabeth Subject: RE: Kimogenor Point Company xi Liz, the westerly property line is a virtual southwesterly extension of the angled section of bulkhead to the west of the clubhouse that intersects the corner where the 101' and 53' sections of bulkhead to be replaced meet. Thus, the line rune entirely to the west of the shoal but still through the 10' wide area of incidental dredging that continues to the west, making it a difficult task to separate the two areas of spoil in a completely verifiable way. But based on my best estimations, I would say that approximately 100 cubic yards or a third of the total estimated volume of spoil would come from Town-owned bottom. Robert E. Herrmann Coastal Management Specialist En-Consultants 1379 North Sea Road Southampton, NY 11968 Phone:631-283-6360 Fax:631-283-6136 Email: rherrmannC~enconsultants.com w w w.enconsultants.com w ww.lin kedin.com / in / reherrmann From: Cantrell, Elizabeth [mailto:elizabethc@town.southold.ny.us] Sent: Thursday, September Ol, 2011 9:43 AM To: rherrmann@enconsultants.com Subject: Kimogenor Point Company Hi Rob, So I am working on the Kimogenor Point permit. I need you to figure out how much dredge spoil will be removed from the Town owned under water land area as part of this project is within private and part is Town owned. Let me know so I can complete the permit. Thanks, C1erkTypist Town of Southold Board of Trustees G31-765-1892 1 • ~gt?FFO(,r • Peter Young, Chairman Town Hall, 53095 Main Rd. Lauren Standish, Secretary ~ ~ P.O. Box 1179 ~ Southold, NY 11971 ~~Ol ~ Telephone (631) 765-1892 Fax (631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., August 17, 2011, the following recommendation was made: Moved by Jack McGreevy, seconded by Audrey Horton, it was RESOLVED to SUPPORT the Wetland Permit application of KIMOGENOR POINT COMPANY to construct approx. 566 If. of vinyl bulkhead in place of (and approx. 8" higher than) existing timber bulkhead; remove and replace existing wood fence; remove and replace most landward +11' of 5' wide bridge and add 8' ramp onto landward end thereof; and incidentally dredge up to 10' off indicated sections of bulkhead to a depth of -2'ALW and regrade remaining shoal adjacent to bridge to gradually slope away from dredged channel, which will restore tidal flow pattern around island and use approx. 300 cy. of sand spoil as backfill. Regrade and repave existing paved roadway landward of bulkhead and replace existing drain with a groundwater infiltration system to minimize the frequency and volume of pavement run-off discharged from existing overflow pipe to be maintained. Located: 50 Jackson St., New Suffolk. SCTM#116-6-24.1 Inspected by: Audrey Horton, Jack McGreevy, Doug Hardy Vote of Council: Ayes: All Motion Carried ~gUF FO( Jill M. Doherty, President ~QV kCOG P.O. Box 1179 Bob Chosio, h'., Vice-President j y Southold NY 11971 James F. King y ~ Telephone (631 765-1892 Dave Bergen ~ ~ Pax (631) 7656641 John Bredemeyer 'Z`` Southold Town Board of Trustees Field InspectionNVorksession Report Date/Time: 'i ~ ~ ~ I KIMOGENOR POINT COMPANY requests a Wetland Permit to construct approx. 566 If. of vinyl bulkhead in place of (and approx. 6" higher than) existing timber bulkhead; remove and replace existing wood fence; remove and replace most landward +11' of 6' wide bridge and add 8' ramp onto landward end thereof; and incidentally dredge up to 10' off indicated sections of bulkhead to a depth of -2'ALW and regrade remaining shoal adjacent to bridge to gradually slope away from dredged channel, which will restore tidal flow pattern around island and use approx. 300 cy. of sand spoil as backfill. Regrade and repave existing paved roadway landward of bulkhead and replace existing drain with a groundwater infiltration system to minimize the frequency and volume of pavement run-off discharged from existing overflow pipe to be maintained. Located: 50 Jackson St., New Suffolk. SCTM#116-6-24.1 Type of area to be impacted: ~Itwater Wetland -Freshwater Wetland -Sound -Bay Distance of proposed work to edge of wetland Part o Town Code proposed work falls under: apt.275 Chapt. 111 -other Type of Application: C~t7Vetland -Coastal Erosion -Amendment _Administrative_Emergency Pre-Submission Violation Info needed: a~~. PL~kJ~~ Modifications: Conditions: (n KJ(R~,J- ~ W~a,1 ~--C~uYlr~ Pres t Were: J. Doherty B. Ghosio _"J. King D. Bergen, J. Bredemeyer D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: • KIMOG . DINT COMPANY: PROPOSED DREDGING AND REGRADING OF SHOAL PROJECT SUMMARY: As part of a larger proposal to replace over 500 feet of bulkheading, Kimogenor Point Company is proposing to "incidentally" dredge up to 10 feet seaward of several sections of bulkhead, which will entail the removal of a large section of shoaled sand from against the bulkhead, and regrade the remaining shoal away from the bulkhead at a gradual 1:3 slope so that the sand does not fill back in against the bulkhead. As a result of this work, the historic pattern of tidal water flow around the clubhouse island would be restored, thus resulting in the mitigation of a loss of vegetated marshlands that began accelerating when the formation of the shoal blocked the tidal flood and ebb around the island from its west side. Shoaling Background Suffolk County periodically dredges the mouth of West Creek to preserve up-creek habitat. In 1965, a major undertaking by the County removed 90,000 cubic yards of sand from the creek. At that time, a spit of sand was left along the south side of the creek near the creek mouth (see Photo 1). Over subsequent years, due to tidal and wave action, this sand moved progressively eastward (see Photos 2-5). By 2002, the sand had advanced to the extent that it obstructed the western end of the clubhouse island canal, curtailing the free flow of water around the island. ' ~ r ~ r..s~ f ,.4 . a K Fzp~ Yom`--~ _ d ~y*.-' E . 1 r ~ ~ . A- - - nerti _ Photo I: West Creek at Kimogenor Point c.a. 1970. 'The sand spit left by Suffolk County"s 1965 dredging is visible to the left of the bulkhead and the American flag at the bottom of the photo. The clubhouse island is in the center of the photo with both ends of the canal open, allowing the free movement of tidal currents around the island. Page 1 • r.; ~ - 4 ~~4 ' • ~ ~ limo's- Ys ~ -C ,r -.ti ' ~ ~ ~ ~ / ~ Photo 2: West Creek at Kimogenor Point in 1983. The sand spit along the bulkhead at the south side of the creek has moved to the east from its 1970 location in the direction of the west end of the canal. tn.,. ' r ` v •w`~' ~ K 7-tii 'E; - ~ ~ ti'1 ~ k Photo 3: West Creek at Kimogenor Point in 1994. The sand spit has continued moving east, approaching the west end of the clubhouse island canal. Page 2 - • • - :F ~ ~ - .i ~ ~C .Y xr ~ v, r ~ - t a: ,~Z4~ .~K - r' - a - + Photo 4: West Creek at Kimogenor Point in 2002. The sand spit has filled in the west end of the canal. blocking the flow of water around the island. I' 4. s i i , ?.~r - y d• - ~ L t c - - ~ ~M~ ate, ah ~.G~•r ~S ~ _ r .s ~ `i'ce' s4 ? p qq ~ .ar ~4~R~~.a/~~-~ yyn ,7~..~ 'ri.+~111Ww' "J".+ a.. ,yr,,, ~ w, ~ ~ ~w ~~y aft ' ,5,4 fir, ~-6~ Y~~~ f?~~i°`:~`.i -~~.~v ~ - rte' t _ Photo 5: Shoaled area at the west end of the canal as it appears today. Tidal flow within the canal has been completely obstructed and marsh habitat buried. The shoaling has advanced under the bridge and continues to fill in the canal and cover the island's marsh fringe. Page 3 Marsh Erosion In 1996, the community became concerned that the marsh fringe along the east side of the island was eroding and sloughing into the canal. At that time, a monitoring program was started to record the rate of marsh erosion (Photos 6-10). Three redwood stakes (A, B, and C) were driven into the ground six feet from the edge of the marsh. Subsequent monitoring of the distance of the stakes from the marsh edge has demonstrated that six feet or more of the 130 foot edge of the bog along the east side of the island has been lost. Recent observations indicate that the rate of bog loss has increased since the canal was blocked. It is theorized that this loss may be due in part to the swirling and back-eddying of the ebb tidal flow out around the north side of the island since the tide can no longer ebb out from the south side of the island. Loss may also be due to the fact that the stagnation of water on the inside of the island during most tidal cycles has allowed for increased ice buildup and damage resulting therefrom during the winter months. Whatever the cause, the correlation between the shoal's blocking the tidal flow around the island and the loss of intertidal marsh is well documented. The following photographs (Photos 6 - 10) demonstrate the loss of marsh along the east side of the island. 1996 ~ ¦a . ~~w t~ ~ _ - _ Photo 6: The east side of the clubhouse island showing stakes A and B as they were placed in 1996. Stake C is located further to the south (left) of the photo. Page 4 ! # 2003 ' _ - - - mq G C ~ ~ i t , ~ ~ 4` :....{gyp, E ya,.'Y~IIs ti. ~ -_-f - ,.irk Photo 7: The east side of the clubhouse island showing stakes A, B, and C in 2003. The marsh has eroded significantly landward toward the stakes. a. ~ r~ 1996 Y~~R~' _ 1~,. .,L X APB 999 f~, 1 ~-'~i ~ ; ~ ~ 1 ."a6 - 4 r W i ~ Photo 8: The east side of the clubhouse island showing stake B as it was placed in 1996. At this time the stake was located six feet from the seaward edge of the intertidal marsh. Page 5 ~ B _ - Y"`r . _ d - a ` _ ~ !r ~ d'1~1~~~ 1 -t 1 ~ y 1 f ~xs ~~.a. _ Photo 9: The east side of the clubhouse island showing stake B in 2003. By this time the stake was located only one foot from the seaward edge of vegetated marsh. ~ ~ - r ~ _ _ _ ~1 !11 4.t R" r, ~ s - 1 i ~ ~ _ d Photo 10: 2011 photograph of the east side of the island. Stakes A and C are barely visible at the left and right sides of the photo. Stake B was lost when the marsh sloughed into the canal. Page 6 • . KIMOGENOR POINT CO'~1PANY. E`T CREEK ~ PF.CONIC BAY, CUTCHOGUE - L ~i J~ ~ .ice 1~ i ~"~i ~i.4 _ ,,.r ~ ~ ter:, n~ r ~tr,~ A P - _ _ - - ~ / . :x i ~ ,yyiP - ~ ~l: ~ ~ x _ y jt' " ; . ti - tea.`. Figure 1. Conking southeast at +143' section of ex. timber bulkhead to be rr~,nloc~c~d lire-dace) with vinyl bulkhead (recently replaced bulkhead in foreground). a ~ _ ~ _ I~1.1 l.. - tl .~~p ^t ~ 111 ~ 11 1• h ' ~ _ _ - , _ a~~S-.m- _ - t y., l - ~N i I I•'igure Looking nurtlrwest u! ±14.3' section of ex. timber bulklteac! to be replaced (in place) with vinyl bulkhead. I • • KIMOGF,NOR POINT COMPANY, WEST CREEK & PECONIC BAY, CUTCHOGUE f ~ ~i ~ -._L~: 1 ~s ~ ~ t ~ i F t r 'jam .y `ic; ~"s ;k' >;~'X lY"' 3. s. r a~" ks r ; s3 ~ a Figure 3. Looking nur~h at location of proposed rump to bridge and at most landward .section nl'hridge to be removed and replaced. - j - - - - _ _~y; _~el _ _ _ ~ ~ _ v - ~I~ r ~~a' ~Hp': Figure 4. Looking northwest at _+101 'section of ex. timber bulkhead to be replaced (indace) with vinyl bulkhead and at shoal to be dredged and regraded (photo taken at low tide). • KIMOGENOR POINT COMPANY, WEST CREEK & PECONIC BAY, CUTCHOGUE - ,n ~ ~ m - J ~~~Q~ 1'~1~_ - ~ err l i ~ e~+;. ~ ~ i _ ¦ _ _ - _ ` T. - _ - _ - ;lii" _ ~ f _ ~ L_ a ~ y ~ - ~ 'H" ~ _ \ _ Figure 5. Looking southeast at +lp/'section of'ex. timher bulkhead to be replaced (in Place) with vinyl bulkhead and at shoal to be dredged and regraded (photo taken at low tide). ~ ~+1 _ - - ~ .~t i - - _ _ _ l - - .mss-~.~t~,~::. ~ ~ y y,~:.._ . _ - ' - ~ ~ I _ I igurc 6. Luohiu~,y uurtlnnest at -r i!/l " section of c.r. turtbcr bulkhead to be repluc°ed (inPlace) with vinyl hulkhead and at shoal to be dredged and regraded (photo taken at high tide). • • KIMOGENnB POINT ('OMP,~1N1', ~~L'C:S"T ('BEC'K PECONIC BAY, CUTCHOGUE ~::9.~ - - _ a~ ~ ` ~ fri- _ - - - - 6. ~ _ . Y ? c-~ _ s x- - ~a-~" ~ ~ _ _ - " - _ _ _ ~ . Figure 7. Looking west ut +53' section of'ex timber bulkhead to be replaced (induce) with vinyl bulkhead. ' r yew.-._ w ~ _ j~r~ ' , s_y~~ _ _ - _ •i Y~ _ ~ _ . ~ ~ Y' ^~Y7.= s .t. Figure 8. Looking snutheust ut +3l + ~q', and t~8 " sertiuns of ex. timber hu/k'I1eud to he replaced (in nluce) wilh vinyl bulklleucl. • KIMOGENOR PO1NT COn'[PA'.VY, WEST CREEK & PECONIC BAY, CUTCHOGUE ~ ti ~ _ ~ - ~ ~ s. _ 1 ~ s~ t ~ _ 3a"~~` ~~.e/'? 7j~ r ~ `te'a TL A ,l y ~."'1 T r~i ~ ~ rrc~,N~ dry ~ ~ r~` ~ . } I c ' ~1. r ~ ' c.r r 1+ ~ ~ ' r ~ Figure 9. Louking west towurd +31 'and +l U' sections of ex. timber bulkhead to he replaced (in place) with viuyl bulkhead. a 1 a~'1 ' _ ~ ~ ~1 ~ w ~ / _ ~ .tom _ k,:~u {~~,y * =4 «:.Qi~... st t j - t . itl ~Q' ~ ~ ri _ u' ~ S I~r;~trrc i'P!, f:axikr~r;; rru~[ I~t _l~il, ~ .rcrlrurt ~rJ c.~. ltrrtfrc~r 1)uikhcari to he replaced (in pluc•e) witlr vinyl bulkhead. KIMOGENOR POINT COMPANY, WEST CREEK & PF.CO!~rl(' F3;11', Ci `T('I1OC l I~. w . f, t. _ - w: ` - ~ . P - II ilu~tn~~ mts~ enpyl^n ~ ~j~iuli e ~ 5 max-'' \ R~ir a --r^ _ - 'ant = ~ ~ -fi ~ii~. ~~.s - --T ,~-„,r^~~-^~. Vie- _ ':ei s `~!y~ ` fi ~;3 ~ j Figure 1l. Looking southeast at +106' section of ex. timher hulkhead to be replaced (in place) with vinyl bulkhead _ ' _ ~ . s tls' ~ ~ ~ ~ ~ ~ 3 ~ ~ ~ Y ~ s ~ ~ mac. * °°i"`~°•,,' 5~,. - ~ mot-. - - a.rf- ~ -Y'fg ~ ~ ' d ice".-r ~ r....~.~~ _ ~ - ~ Fa ~ ~~yy..~~~y~~ - - - - ~ - _ - ~ ! 4~ - _ - - ~ ~YYYYYi ~ I r sJ~~ Yr _ _y ! @ ~.rti1 _ _ ~N. s ~ ' l.: 1~ ~A _ _ ~ Figure 1..'. Luobing eu.~~r ut F70'.~~ection ul r.~~. timher herlkhcad robe replur~d (i?iplure) rt~itlr vin?'I bulkhead. KiMOGENOR PO[NT COMPANY, WEST CREEK & PECONIC BAY, CUTCHOGUE 3' - I7 ~ ' - R , - - r ~ a - - - , ink, r""~ - ~ ~ .-t r - ~3? n _ . _ ,J'r .~i. ^'7'r.'. T A T .e, ~ \ Figure 13. Looking southwest at existing drain to be replaced and reconnected to existing drainage overflow pipe. i g m~oa - ---~.---.___~-Y-- _ y uxe ~ N A ~W4 ~I rzv• o O'°' ~ tgt ~i I spa. / / / f a~Tr SG~~O 15 I~ 3 I ~ ~ ~ ¢N ox ~ i.aamm~.u.umi ~ ~ ~a.e,,..,~ 1 ~Il E, ® i i i ° i ~ 1', ~ ii I ~ ~ ~ I I ~ ~ 1 a ~ p „v ~ - I ~ r . II d d ~ ~ i € i ~7 _ - I +..v., I _ ~ _ .~.~b ro ~ 1 I q vNary I ~ \ ~ m~ I ~b ~I ~ saVsl n~ oim.re iuem~r I mo...~a. .wa ~ I 4 S ~~wm ~ ~ ~ ~ ~ S ~ ~ ~ I a. ~ ; .I w ~ ~ a i \ _ R ,o wn - ~ ~ °>va ~ +oV4 1 M ~ ~ y l a.Wq~ ~ M4 uN4 ~ xWq 5 ~ n~ ? ~ ~ o. rt _ iV0 , n40 ~.µe N ~ ~f ~v w i r . b ~ 1 s ~ • t u w ~ f .s / m - _ 5 g _ fl ~wn• a nn ~ ~ ~ ~ . / 9~..n • 4 1 _ ~ ,uol ~ olo ~ . ' y„m ~v. a r aecowc ~ ~ J ~ 1 ~ s ~.vn i. ~ ,rtp i ~S a~ -CPO B0~ [ O~ \ ~ ~ ri FD.'A L.0.15 vq r J~.sra ~ p ~ ~Qa ~ . srs aec. x~iv D wta . niel0~ ? ~ ~ v .u 7 O~ ~ Y tea{ n s • • ,.I GP~T p BCY \ / ,a ° r J • y. L ~ j i 'mac` ' l J J r • 9 9Q P0.-1~ `4;.. _ _ _ wr. -_e-- uonee COUNTY OF SUFFOLK © ~ ~ wmun tiros i. w... i r..~~ ~ ~ ,.v.r........ ~.......ra. E~~.... pn O ~ . m r.....o_......o.wu Wel Properly TU Serviu AYmryr e NB OFFICE LOCATION: ~QF SO(/j MAILING ADDRESS: Town Hall Annex ~0~ yOIO P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 ~n ~ Telephone: 631 765-1935 ~ ~p~ Fax: 631765-3136 ~~~OOUNT'1,0c~ LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM ~ !(1~~~ l'„ I ~r t~ To: Jill Doherty, President 2 2 ~oi~ Town of Southold Board of Trustees ~ _ - Bn rre~ iru ~~ees From: Mark Terry, Principal Planner LWRP Coordinator Date: August 22, 2011 Re: Proposed Wetland Permit for KIMOGENOR POINT COMPANY SCTM# 1000-116-6-24.1 West Creek is a New York State Significant Fish and Wildlife Habitat Area and a New York State Department of Environmental Conservation Critical Environmental Area. A site inspection was conducted on August 19, 2011. En-Consultants on behalf of KIMOGENOR POINT COMPANY requests a Wetland Permit to construct approx. 566 If. of vinyl bulkhead in place of (and approx. 8" higher than) existing timber bulkhead; remove and replace existing wood fence; remove and replace most landward +11' of 5' wide bridge and add 8' ramp onto landward end thereof; and incidentally dredge up to 10' off indicated sections of bulkhead to a depth of -2'ALW and regrade remaining shoal adjacent to bridge to gradually slope away from dredged channel, which will restore tidal flow pattern around island and use approx. 300 cy. of sand spoil as backfill. Regrade and repave existing paved roadway landward of bulkhead and replace existing drain with a groundwater infiltration system to minimize the frequency and volume of pavement run-off discharged from existing overflow pipe to be maintained. Located: 50 Jackson St., New Suffolk. SCTM#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 proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following best management practice is required pursuant to: § 275-11. Construction and operation standards. A. General. The following standards are required for all operations within the jurisdiction of the Trustees: (2) Erosion control. Installation of an erosion control structure is necessary during any building, grading, landscaping or site work activity within Trustee jurisdiction. This structure may include, but is not limited to, installation of a silt fence, hay bales, wood chip berm and silt booms. The placement of the erosion control structure(s) shall be determined by the Trustees or their designee. All intertidal construction and excavation requires the installation of a silt boom that will retain all suspended sediments within the immediate aroiect area. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Jill M. Doherty, President - Town Hall, 53095 Main Rd. James F. King, Vice-President ~ P.O. Box 1179 Dave Bergen ~ Southold,NY 11971 Bob Ghosio, Jr. ~ Telephone (631) 765-1892 John Brederneyer Of * ~ Faz (631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Oftice Use Only oas[al Erosion Permit Application Wetland Permit Application Administrative Permit _ _Amendment/Transfer/Extension I iii ~ i, ~ ~ i ~ r I 1 ~ , ? Received Application: ~,]f 11 ~ _ _ , _?Received Feel ~ i _?Completed Application ~ ~ Incomplete t ~ ~ SEQRA Classification: ~ Type TType II_Unlisted Coordination: (date sent) e a p a ~ ~ ~LWRP Consistency A ss ent Form p' ~ (l ~ , -/SAC Referral Sent: c~} ~I ?Date of Inspection: 1 -Receipt of CAC Report: -Lead Agency Determination: Technical Review: ~ublic Hearing Held: 1 Resolution: Name of Applicant KIMOGENOR POINT COMPANY Address C/O DANIEL BINGHAM 170 OXFORD BOULEVARD, GARDEN CITY, NY 11530 Phone Number: 91 886-0130 Suffolk County Tax Map Number: 1000 - 116-6-2a.1 Property Location: 50 JACKSON STREET, NEW SUFFOLK (provide LILCO Pole distance to cross streets, and location) AGENT: EN-CONSULTANTS (If applicable) Address: 1319 NORTH SEA ROAD, SOUTHAMPTON, NY 11968 PhOne:631-283-6360 ~ ~~~e? u ~~3f ~oard o£ Trustees Applic~n GENERAL DATA Land Area (in square feet): 6 acres Area Zoning: R-40 Previous use of property: RESIDENTIAL & RECREATION Intended use of property: NO CHANGE IN USE. Covenants and Restrictions: X Yes No If "Yes", please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes X No If "Yes", please provide copy of decision. Prior permits/approvals for site improvements: Agency Date NYS DEC, #I-4738-00249/00021 5/11/07 SOUTHOLD TRUSTEES #2260 2/26/87 SOUTHOLD TRUSTEES #5082 11/03/99 SOUTHOLD TRUSTEES #6249 11/16/05 SOUTHOLD TRUSTEES #6590E 5/03/07 SOUTHOLD TRUSTEES #6980 10/15/08 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): Construct approximately 566 linear feet of vinyl bulkhead m place of (and approximately 8 inches higher than) existing timber bulkhead; remove and replace existing wood fence remove and replace most landward +11 feet of 5' wide bridge and add 8' ramp onto landward end thereof; and incidentally dredge up to 10' off indicated sections of bulkhead to a depth of -2'AL W and regrade remaining shoal adjacent to bridge to gradually slope away from dredged channel, which will restore tidal flow pattern around "island," and use approximately 300 cubic yards of sand spoil as backfill, all as depicted on the project plan prepared by En-Consultants, dated August 1, 201 I. Regrade and repave existing paved roadway landward of bulkhead and replace existing drain with a groundwater infiltration system to minimize the frequency and volume of pavement runoff discharged through the existing overtlow pipe to be maintained, all as depicted and described on the drainage plan prepared by Sag Harbor Engineering dated May 26, 201 1. ' ~oard o£ Trustees Appl icat~ WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Maintain existing bulkhead and incidentally dredge and regrade shoal to allow restoration of natural ebb/flood pattern around "island." Area of wetlands on lot: N/A square feet Percent coverage of lot: N/A Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X YBS If yes, how much material will be excavated?+/-300 cubic yards How much material will be filled? 300 cubic yards (spoil to be used as backfill) Depth of which material will be removed or deposited: -2 feet Proposed slope throughout the area of operations: 1:3 Manner in which material will be removed or deposited: Approximately 300 cubic yards sand spoil will be excavated from shoal and used as backfill landwazd of replacement bulkheading. 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. KIMOGENOR POINT COMPANY SO JACKSON STREET NEW SUFFOLK, NY SCTM #1000-116-6-24.1 WETLAND/TRUSTEES LANDS APPLICATION DATA -Statement of Effect The proposed ordinary and routine in-place bulkhead replacement is a continuation of the recently permitted replacement of the adjacent on-site bulkheading and will have no adverse impacts on the adjacent tidal wetlands or waters of the Town. With respect to the impacts of the proposed dredging and regrading of the shoal to restore the tidal flow pattern around the clubhouse "island," the very purpose of this work is to protect and restore on-site tidal wetlands. The shoal to be reduced has cut off the historic tidal flow pattern around the clubhouse "island" and directly caused the loss of adjacent vegetated marsh habitat to the west and immediately east of the bridge through the direct burying of marsh vegetation and preemption of tidal flooding due to the chronic increase in the shoal's footprint and elevation. It is believed that the shoaling has also indirectly caused the loss of intertidal marsh on the easterly shoreline of the "island" through one or more possible mechanisms. One possibility is that the restriction of tidal movement around the island has caused a certain degree of stagnation of water on the "inside" of the island, which in turn has allowed for greater ice buildup in the marsh during the winter, and ice damage is one of the primary natural means by which vegetated marsh is damaged and lost. It may also be the case that the ebb tide is more turbulent along the east side of the marsh since in the past the tide would have ebbed out from both the northeast and south/west sides of the island, whereas the tide can now only ebb from the north side of the island due to the shoal. This increase in ebb tide turbulence could be causing the erosion of the marsh fringe during the non-winter months. It is also possible that the restriction of tidal flow and flushing around the entire island has altered the supply of nutrients to the island's marsh fringe, thus causing a biological degradation of the marsh as well. Without a directed scientific study, it is difficult to identify with certainty the exact causal relationship between the formation of the shoal and loss of vegetated marsh, but the correlation between the two phenomena have been observed and well documented by the applicants. Therefore, it is believed that the proposed reduction of the shoal and restoration of the tidal flow around the island will have the positive impacts of preserving the remaining marsh and hopefully allowing for its gradual restoration. It is worth noting that one alternative and more direct means of accomplishing this goal would be to construct aloes-sill bulkhead seaward of the remaining marsh and planting the backfill with additional marsh, but the applicants are currently proposing this "soft" method of restoring the historically existing natural condition before resorting to this "hard" alternative. A narrative detailing the history of the shoal formation and correlated loss of marsh is attached hereto in further support of the application. • blzzo SEQR PROJECT ID NUMBER APPENDIX C STATE ENVIRONMENTAL QUALIT~IEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PApRpTpL1[CPARNTOIJESCpT~~WS~~ORMATION (To be completed by A plicant or Project Sponsor) I~IMV(;ENVK PUINI~~OMPANY BY z. PROJECT NAME EN-CONSULTANTS 3. PROJECT LOCATION: MrmicipaBtyNEW SUFFOLK County SUFFOLK 4. PRECISE LOCATION: Street Address and Road Intersections. Prominent landmarks etc - or provide map 50 JACKSON STREET, NEW SUFFOLK, TOWN OF SOUTHOLD, SCTM #1000-116-6-24.1 5. IS PROPOSED ACTION: ®New ? Expansion ? Kkx3iEcatlon /alteration 6. DESCRIBE PROJECT BRIEFLY: Construct approximately 566 linear feet of vinyl bulkhead in place of (and approximately 8 inches higher than) existing timber bulkhead; remove and replace existing wood fence; remove and replace most landwazd +l 1 feet of 5' wide bridge and add 8' ramp onto landwazd end thereof; and incidentally dredge up to 10' off indicated sections of bulkhead to a depth of -2'ALW and regrade remaining shoal adjacent to bridge to gradually slope away from dredged channel, which will restore tidal flow pattern around "island," and use approximately 300 cubic yards of sand spoil as back5ll, all as depicted on the project plan prepazed by En-Consultants, dated August 1, 201 1. Regrade and repave existing paved roadway landward of bulkhead and replace existing drain with a groundwater infiltration system to minimize the frequency and volume of pavement mnoff dischazged through the existing overflow pipe to be maintained, all as depicted and described on the drainage plan prepared by Sag Harbor Engineering, dated May 26, 2011. 7. AMOUNT OF LAND AFFECTED: piny +/-6 acres Ultlmatel +/-6 acres S. W ILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? ®Yes ~ No If no, describe briefly: 9. W HAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) ® Residential ~ Industrial ? Commercial Agriculture ? Park /Forest /Open Space Other (describe) 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) ®Yes ? No If yes, list agency name and permit /approval: DEC, COE, DOS 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ?Yes ®No If yes, list agency name and permit /approval: 1~S A LT OF PROPOSED ACTION W ILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? Yes No I CERTIFY THAT TH SIN FORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOW LEDGE Applicant /Sponsor Name ROB T E. HERRMANN, COASTAL MANAGEMENT SPECIALIST Date: AUGUST 2, 201 I Signature If the action is a Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment PART II - IMPACT ASSESSMENT To be tom leted b Lead A enc A. DOES ACTION F~CCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.4? If yes, coordinate the review process and use the FULL FAF. Yes No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.6? If Ne, a negative Oedaretion may be superseded by another involved agency. Yes ~ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED MATH THE FOLLOWING: (Answers may be handwritten, 'd legible) Ct. Existing air quality, surtace or groundwater quality or quantity, noise levels, existing traffic pattern, solid waste production or disposal, potential for erosion, drainage or flooding problems? Explain briefly: C2. Aesthetic, agricultural, archaeological, historic, or other natural or cufiural resources; or community or neighborhood charederT Explain briefly: C3. Vegetation ar fauna, fish, shellfish orwildlife species, significant habitats, or threatened or endangered spades? Explain briefly: C4. A community's existing plans or goals as officially adopted, or a change in use or intensity of use of land a other natural resources? Ezptain briefly: C5. Growth, subsequent development, or related activities likely to he induced by the proposed action? Explain briefly: C6. Long term, short term, cumulative, or other effects not idemified in C1L5? Explain briefly: C7. Other im ads indutling than es in use of either uan' or t e of ene ? Ex lain briefl D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA CFA ? If es, ex lain briefl Yes ~ No E. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? If s e lain: Yes ~ No PART 111- DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effectidentfiedabove,determinewhetheritissubstanGal,large,importantorotherwisesignificent. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) duration; (d) irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain suffident detail to show that all relevant adverse impacts have been idenbfied and adequately addressed. If question d of part ii was checked yes, the determination of significance mustevaluate the potential impact of the proposed action on the environmental characteristics of the CFJ1. Check this box If you have kleMified one or more potenfially large or significant atlverse impacts which MAY occur. Then proceed directly to the FUL EAF and/or prepare a positive dedaretion. Check this box H you have determined, based on the information and analysis above end any supporting documersatton, that the proposed actin WILL NOT result in any significant adverse environmental impacts AND provide, on atachments as necessary, the reasons supporting thi determination. Board of Trustees ~ Name of lead Agency Date Jill M. Doherty President P ft or Type Name of Res ons le Officer in Lead Agency Tkle of Responsible Officer gnature of Res ns ble OffiyAgency Signature of Preparer (I different from responsible officer PART 11 -IMPACT ASSESSMENT To be com leted b Lead A enc ) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN b NYCRR, PART 617.9? It yes, coordinate the review process and use the FULL EAF. Yes ~ Nn B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.6? If No, a negative declaration ma be superseded by another involved agency. Yes ~ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WTTH THE FOLLOWING: (Answers maybe handwritten, if legible) Cl. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic pattern, solid waste producfion or disposal, potential for erosion, drainage or flooding problems? Explain briefly: C2. Aesthetic, agricultural, archaeological, historic, other natural or cultural resources; or community or neighborhood character? Explain briefly: G9. Vegetation or fauna, Eish, shellfish or wildlife species, significant habitats, or threatened or endangered species? Explain briefly: C9. A convnuni 's existin laps or oafs as official) ado ted, or a chan e m use or intensi of use of land or other natural resources? Ex lain brieFl C5. Growth, subse uent develo went, related activities like) to be induced b the proposed action? Ex lain briefl C6. Long term, short, term, cumulative, or other effects not identified in Cl- C5? Explain briefly: C7.Other im acts indudin Chan es in use of either uanfi or a of ener ? Ex lain brieFl . D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERLSTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA CEA ? If es, ex lain briefl Yes ~ No E. IS THERE, OR IS THERE LIKELY TO BE CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACFS? If es ex lain. Yes ~ No PART III - DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important or otherwise significant. Each effect should be assessed m connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) duration, (d) irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been idenfified and adequately addressed. If question d of part ii was checked yes, the determination of significance must evaluate the potential impact of the proposed acfion on the environmental characteristics of [he CEA Check this box if you have identified ore or more potentially large or significant adverse iurpacLs whiclt MAY amu. Then proceed directly to the FULL EAF and/or prepare a positive declaration Check trus box if you have deternuned, based on the information and analysis above and any supporting docwrentation, that the proposed acton WILL NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting this determination. Name of Lead Agency Date not or ype ame o esponst a ¢er m ea gency Title of Responsible Officer Signature o Responsi e O icer in Lea gency Signature of Preparer (R di ferent from responsible o icer) NOTICE TO ADJACENT PROPERTY OWNER ~ ~ ~ U BOARD OF TRUSTEES, TOWN OF SOUTHOLD , r'~---- V ~i In the matter of applicant: 1 ~Oll i KIMOGENORPOINTCOMPANY SCTM#looo-n -6-z4.t-----.~ F U,U ~ old Tcv.-n !Trustees YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct approximately 566 linear feet of vinyl bulkhead in place of (and approximately 8 inches higher than) existing timber bulkhead; remove and replace existing wood fence; remove and replace most landward +l I feet of 5' wide bridge and add 8' ramp onto landward end [hereof; and incidentally dredge up to 10' off indicated sections of bulkhead [o a depth of -2'ALW and regrade remaining shoal adjacent to bridge [o gradually slope away from dredged channel, which will restore tidal Flow pattern around "island," and use approximately 300 cubic yards of sand spoil as backfill, all as depicted on the project plan prepared by En-Consultants, dated August I, 2011. Regrade and repave existing paved roadway landward of bulkhead and replace existing drain with a groundwater infiltration system [o minimize the frequency and volume of pavement runoff discharged through [he existing overFlow pipe to be maintained, all as depicted and described on the drainage plan prepared by Sag Harbor Engineering, dated May 26, 201 I. 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: DATE: AUGUST 24TH, 2011 na, 6:00 P.M. You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. KIMOGENOR POINT COMPANY C/O DANIEL BINGHAM PROPERTY OWNERS NAME: 1~0 oxFORD BouLEVARD MAILING ADDRESS: GARDEN clTV, Nv 11530 PHONE#: 91~-s86-ol30 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. OF OF MAILING OF NOTICE ` A~CH CERTIFIED MAIL RECEIP~ Name: Address: TOWN OF SOUTHOLD P.O. BOX 1179 SOUTHOLD, NY 11968 KIMOGENOR POINT COMPANY C/O DANIEL BINGHAM 170 OXFORD BOULEVARD GARDEN CITY, NY 11530 FRANK GOLDSMITH, OLIVER GOLDSMITH, p,0. BOX 928 HARRISON TUTHILL, JOHN WICKHAM, CUTCHOGUE, NY 11935 THOMAS WICKHAM, PARNEL WICKHAM SEARL STATE OF NEW YORK COUNTY OF SUFFOLK ROBERT E. HERRMANN doing business at EN-CONSULTANTS, INC. 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 being duly sworn, deposes and says that on the 8th day of AUGUST ,20 11 , 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 Mailed to each of said persons by (certified) 1i1;X8d) marl. ROBERT E.HERRMANN COASTAL MANAGEMENT SPECIALIST 8th Sworn to before me this KIM H. STEPHENS day of AUGUST ,2011 NOTARY PUBLIC ~ ~ - STATE OF NEN YORK ~ ~ ~ COMMISSION H0.5015R3T UUALIFIEU IN SUFFOLK COUATY Notary lic ERPIRES AUGUST 2. 10~_ - 7 ra 0 O Postage $ O Certified Fee Poslnrerk ~ Re[urn Receipt Fee Hare" ( ~ (Entlorsement Requiretl) O Restrictetl Delivery Fae ' [7 (Entlorsement Required) Q, _ T ~ Total Pos' m o sentro Town of Southold .a P.O. Box 1179 - o sicef,Apl. Southold, NY 11971 wP06ox - C(y, Siete, . ~ N ~ ~ ~ m o ~ ~ ~ q' ~ e~' ra ~ I 0 O Postage $ Certified Fee p Postmark ~ Retum Receipt Fee ~ Here O (Entlorsement Requiretl) O Restrictetl Delivery Fee ~ (Entlorsement Requiretl) Q' O Total Poe r^ Kimogenor Point Company o senrre c/o Daniel Bingham p Sheet API ~ - 170 Oxford Bouelvard N or PO box c~ry: sraia Garden City, NY 11530 . - ~ , r~u ' ' S ° ~ ~ : ~ z~ A U. , , 0 ~ Postage $ ~ Certified Fee O t, • Postmark Return Receipt Fee Here ~ (Entlorsement Requiretl) O Restrictetl Delivery Fee ~ (Endorsement Requiretl) 0" ~ Total Posy m m Frank Goldsmith, Oliver Goldsmith o senrro HarrisonTuthiO,JohnWickham O $Ime(-Ap( Thomas Wickham, Parnel Wickham Searl r- arPO9oxrP O. Box 928 ciyaiera: ~ Cutchogue, NY 11935 ~~o~gpfFO(,~c~ Jill M. Doherty, President ~ Town Hall, 53095 Main Rd. James F. King, Vice-President ~ ~ P.O. Box 1179 Dave Bergen ~ ~ ~ Southold,NY 11971 Bob Ghosio, Jr. ~0 Telephone (631) 765-1892 john Bredemeyer 1 * Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of KIMOGENOR POINT COMPANY 2~i1 ~ L COUNTY OF SUFFOLK) STATE OF NEW YORK) ~ - - ~ F ~ AFFIDAVIT OF POSTING `-i~ l ROBERT E. HERRMANN q~gj~~~ /dba EN-CONSULTANTS 1319 NORTH SEA ROAD, SOUTHAMPTON, NY 11968 being duly sworn, depose and say: That on the~b day of AUGUST , 2011, I personally posted the property known as 50 JACKSON STREET, NEW SUFFOLK, TOWN OF SOUTHOLD, SCTM #1000-116-6-24.1 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 Wed, Aueust 24 011 on or about 6:00 PM. Dated: (signat e) Sworn to before me this 24TH day of AUG. 2p 11 Notar Public NIM N. STEPHENS NOTARY PUBLIC STATE FF NEH YORK COMMISSION N0. 5015931 UUALIFIEO IN SUFFOLK COq-PITY EXPIRES AU6UST 1. 10 ~d of Truataoa Application • AUTHORIZATION ' L (where the applicant is not the owner) 1 9 I, v\~, yvt p~ c ~ c7~ ~d j residing at c~ c k 5 Oh ~ / ~C rn~ S ~ ~ T v ~ k (print owner f property) (mailing address) do hereby authorize I (Agent) ~Y~ - l'J~ S ~l (-F~?~'~--5 to apply for permit(s) from the Southold Board of Tlo/1,wn Trustees on my behalf. 1 ~,J l~ iC e ~ ~ S ~ d.~~ l (Owner's lure) ~d of Truataea Application County of Suffolk State of New York ~Cw, l e.~ , . 3;n c~b,CZr~~ BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION Wj-Fk(REVI~ F THIS APPLICATION. \~~\J Si tore r SWORN TO BEFORE ME THIS DAY OF ~ J ~ ~ ,20 ~ C ra1-t~ tary Public GAIL A. GHOSIO Notary Public, State of New York No; 6163270 Qualified m Suffolk County Commission Expires March 19,20 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Towo of Southold's Code of Ethics prohibits conflicts of interest on the Dart of Lowe officers sod emekrveea The yurrrose of }his form k to provide information which can alert the town of possible conflicts of interest sod albw it to take saver acdon is necessary in avoid same, YOUR NAME: ~ I (Ls name, fi name, middle initial, unless You aPP Y in the mme of someone else or other entity, such as a company. If so, in irate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Tnrstee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planing Other (If °Other", name tbe activity J Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with ny officer or employce of the Town of Southold? "Relationship" includes by bkrod, marriage, or business inurcst. "Busipeas interest" means a busicesa, including a partnership, in which the town officer or empbyce has even a partial owcership of (or empkrymem by) a oaponfion in which the town officer or empbyce owes more lhm S%ofthe shares. YES NO If you answered "YES", complete the balance of this form and date and sign when: indicated. Name of persoo employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicent/agenHrepresenfetive) aed the town officer or empbyce. Either check the appropriate line A) through D) aaNor 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 Dwyer of greater then 5% of the shares of the corporek stock of the applicant (when the a~licant is a corporation); _B) the legal or beneficial owner of any interest in anon-corporate entity (when the applicant is not a corporation); C) an otficey duectnr, partner, or employce of the applicant; or D) dte actual applicant. DESCRIPTION OF RELATIONSHIP Submitted ~d of 1 200 l Signtttttre Print Name FotmTSl un~c~~ ~ nS Town of Southold • • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. A II applicants for perm ifs' including Tow n of Southold agencies, shall com ple(e this CC A F for proposed actions lhalare subject to the Town ofSoufhold W aterfront Consistency Review Law. This ' assessm ant is in landed fo supplam ent other information used by a Town of Southold agency in m a k i n g a d e t e r m i n a t i o n o f c o n s i s t e n a y. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listine both supportive and non- supportine 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: gnlineat_thg Tew~af Saulhpld's website (southoldtown.northfork.net), the Board of Trustees Office, thg'P~llung~l?epai+t[ne~tt, All local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTD'I# 116 - 6 _ 24.1 PROJECT NAME KIMOGENOR 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: Construct approximately 566 linear feet of vinyl bulkhead in place of (and approximately 8 inches higher than) existing timber bulkhead; remove and replace existing wood fence; remove and replace most landwazd +11 feet of 5' wide bridge and add 8' ramp onto landward end thereof; and incidentally dredge up to 10' off indicated sections of bulkhead to a depth of -2'ALW and regade remaining shoal adjacent to bridge to gradually slope away from dredged channel, which will restore tidal flow pattern around "island "and use approximately 300 cubic yards of sand spoil as backfill, all as depicted on the project plan prepazed by En-Consultants dated August 1 201 I . Regrade and repave existing paved roadway landward of bulkhead and replace existing drain with a groundwater infiltration system to mm~m¢e the frequency and volume of pavement runoff dischazged through the existing overflow pipe to be maintained all as depicted and described on the drainage plan prepazed by Sag Hazbor Engineering, dated May 26, 2011 Bulkhead replacement is minor action exempt from Consistency Review. Location of action: 50 JACKS• STREET, NEW SUFFOLK • Site acreage: +/-6 ACRES Present land use: RESIDENTIAL & RECREATION 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 170 OXFORD BOULEVARD, GARDEN CITY, NY 11530 (c) Telephone number: Area Code917-886-0130 (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? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III -Policies; Page 2 for evaluation criteria. Yes ? No ®Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III -Policies Pages 3 through 6 for evaluation criteria ? Yes ? No ®Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III -Policies Pages 6 through 7 for evaluation criteria ? Yes ? No ®Not Applicable 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 To the extent that Policy 4 is applicable to the actions reviewable under Chapter 268 the sand shoal now preventing the historical ebb and flood around the applicant's clubhouse "island" has caused and is continuing to cause the erosional loss of intertidal marsh that fringes the island. Therefore, the proposed dredging and reduction of the shoal may result in the decrease in the loss of natural resource from erosion, consistent with Policy 4. 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 A silt boom will be employed around the dredge site to ensure the project's consistency with Policy 5 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 ? N~ Applicable KIMOGENOR POINT COMPANY 50 JACKSON STREET NEW SUFFOLK, NY SCTM #1000-116-6-24.1 LWRP CONSISTENCY ASSESSMENT FORM -POLICY 6 Consistent with Policy 6, the very purpose of the proposed dredging and regrading of the sand shoal is to protect and restore ecological quality and tidal wetlands. The shoal to be reduced has cut off the historic tidal flow pattern aoound the clubhouse "island" and directly caused the loss of adjacent vegetated marsh habitat to the west and immediately east of the bridge through the direct burying of marsh vegetation and preemption of tidal flooding due to the chronic increase in the shoal's footprint and elevation. It is believed that the shoaling has also indirectly caused the loss of intertidal marsh on the easterly shoreline of the "island" through one or more possible mechanisms. One possibility is that the restriction of tidal movement around the island has caused a certain degree of stagnation of water on the "inside" of the island, which in turn has allowed for greater ice buildup in the marsh during the winter, and ice damage is one of the primary natural means by which vegetated marsh is damaged and lost. It may also be the case that the ebb tide is more turbulent along the east side of the mazsh since in the past the tide would have ebbed out from both the north/east and southwest sides of the island, whereas the tide can now only ebb from the north side of the island due to the shoal. This increase in ebb tide turbulence could be causing the erosion of the marsh fringe during the non-winter months. It is also possible that the restriction of tidal flow and flushing around the entire island has altered the supply of nutrients to the island's marsh fringe, thus causing a biological degradation of the marsh as well. Without a directed scientific study, it is difficult to identify with certainty the exact causal relationship between the formation of the shoal and loss of vegetated marsh, but the correlation between the two phenomena have been observed and well documented by the applicants. Therefore, it is believed that the proposed reduction of the shoal and restoration of the tidal flow around the island will have the positive impacts of preserving the remaining marsh and hopefully allowing for its gradual restoration. It is worth noting that one alternative and more direct means of accomplishing this goal would be to construct aloes-sill bulkhead seaward of the remaining marsh and planting the backfill with additional marsh, but the applicants are currently proposing this "soft" method of restoring the historically existing natural condition before resorting to this "hard" alternative. A narrative detailing the history of the shoal formation and correlated loss of marsh is attached hereto in further support of the application and the project's consistency with Policy 6. See attached. • • Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III -Policies Pages 32 through 34 for evaluation criteria. ? Yes ? No ® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III -Policies; Pages 34 through 38 for evaluation criteria. ? Yes ? No ®Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III -Policies; Pages 38 through 46 for evaluation criteria. Yes ? No ® Not Applicable Attach additional sheets if necessary WORHING COAST POLICIES Policy 10. Protect Southold's ~ dependent uses and promote siti~f new water-de~?endent uses in suitable locations. See LWRP Section III -Policies; Pages 47 through 5 for evaluation criteria. ? Yes ? No ®Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III -Policies; Pages 57 through 62 for evaluation criteria. ? Yes ? No ®Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III -Policies; Pages 62 through 65 for evaluation criteria. ? Yes ? No ®Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III -Policies; Pages 65 through 68 for evaluation criteria. ? Yes ? No ® Not Applicable PREPARED BY TITLE COASTALMGMTSPECIALIST DATEAUCUSrz,zoli ROBE T .HERRMANN Amended on 8/1/05 • • i KIMOGENOR POINT COMPANY: PROPOSEll DREDGING AND REGRADING OF SHOAL PROJECT SUMMARY: As part of a larger proposal to replace over 500 feet of bulkheading, Kimogenor Point Company is proposing to "incidentally" dredge up to 10 feet seaward of several sections of bulkhead, which will entail the removal of a large section of shoaled sand from against the bulkhead, and regrade the remaining shoal away from the bulkhead at a gradual 1:3 slope so that the sand does not fill back in against the bulkhead. As a result of this work, the historic pattern of tidal water flow around the clubhouse island would be restored, thus resulting in the mitigation of a loss of vegetated marshlands that began accelerating when the formation of the shoal blocked the tidal flood and ebb around the island from its west side. Shoaling Background Suffolk County periodically dredges the mouth of West Creek to preserve up-creek habitat. In 1965, a major undertaking by the County removed 90,000 cubic yards of sand from the creek. At that time, a spit of sand was left along the south side of the creek near the creek mouth (see Photo 1). Over subsequent years, due to tidal and wave action, this sand moved progressively eastward (see Photos 2-5). By 2002, the sand had advanced to the extent that it obstructed the western end of the clubhouse island canal, curtailing the free flow of water around the island. } 9 ~ ~3: ' ~ _ _ . F d~ "i t . _ . Photo 1: West Creek at Kimogenor Point c.a. 1970. The sand spit left by Suffolk County's 1965 dredging is visible to the left of the bulkhead and the American flag at the bottom of the photo. The clubhouse island is in the center of the photo with both ends of the canal open, allowing the free movement of tidal currents around the island. Page 1 i ti' f u s 'y . ~ , ~ ~ r ~ Photo 2: West Creek at Kimogenor Point in 1983. The sand spit along the bulkhead at the south side of the creek has moved to the east from its 1970 location in the direction of the west end of the canal. ~ ~ ~4V~' ~ Vii. ~ ~ ~.i - a a; r .a - r!' :,a '~I .A r. ..i'~. x; F ~ , ~~K t'' ~ 2 ~ {x Photo 3: West Creek at Kimogenor Point in 1994. The sand spit has continued moving east, approaching the west end of the clubhouse island canal. Page 2 w ems. F' . ~ _ V ~ " .e. a t - Np' • ' _ _ ~ w .t - - .=s~: r ~ _ Photo 4: West Creek at Kimogenor Point in ?002. 1'he sand spit has filled in the west end of ~ the canal. blocking the flow of water around the island. a~~„ ~ ~-~.r~ _ ti 1 F s wM ' . w ai ~ _ `wc~ ' ~.v"r_ ~ _`T~' ate- ~ J _ • ~ ~""+ri %.,.~..1!~YD!'` .r. t '4S~!~-r'~-'='~~~ r a~iMari~ ~ '6~'~~,~ ~rw..'~- ,,fit ~ S*•-~ ~ TT~~~~ ..vY ~ = s ~ i' ' w ~~1~~. 01~.. I Photo 5: Shoaled area at the west end of the canal as it appears today. Tidal flow within the canal has been completely obstructed and marsh habitat buried. The shoaling has advanced under the bridge and continues to fill in the canal and cover the island's marsh fringe. Page 3 • • • Marsh Erosion In 1996, the community became concerned that the marsh fringe along the east side of the island • was eroding and sloughing into the canal. At that time, a monitoring program was started to record the rate of marsh erosion (Photos 6-10). Three redwood stakes (A, B, and C) were driven into the ground six feet from the edge of the marsh. Subsequent monitoring of the distance of the stakes from the marsh edge has demonstrated that six feet or more of the 130 foot edge of the bog along the east side of the island has been lost. Recent observations indicate that the rate of bog loss has increased since the canal was blocked. It is theorized that this loss may be due in part to the swirling and back-eddying of the ebb tidal flow out around the north side of the island since the tide can no longer ebb out from the south side of the island. Loss may also be due to the fact that the stagnation of water on the inside of the island during most tidal cycles has allowed for increased ice buildup and damage resulting therefrom during the winter months. Whatever the cause, the correlation between the shoal's blocking the tidal flow around the island and the loss of intertidal marsh is well documented. The following photographs (Photos 6 - 10) demonstrate the loss of marsh along the east side of the island. 1996 , A B ~ ~ ~,;a Photo 6: The east side of the clubhouse island showing stakes A and B as they were placed in 1996. Stake C is located further to the south (left) of the photo. Page 4 2003 o.~~ r ~ ,,,~~~777..ffir~:4 x Photo 7: The east side of the clubhouse island showing stakes A, B, and C in 2003. The marsh has eroded significantly landward toward the stakes. L ~ C~~ ~ 4• a y ro~ 1996 .1 M:_ - . ` i S 1 ~ . ~ r. ~ t ~I ~ \ 4~~, ~ ~ ~tJ~ I ~ ~ F ~ ~ r~T' c'~ t~ 1 I , Photo 8: The east side of the clubhouse island showing stake B as it was placed in 1996. At this time the stake was located six feet from the seaward edge of the intertidal marsh. Pa e 5 ~I g _ - - - j' ' _ ~ p - ~ ~ 3 r 3 ;;F } ~ r ~ ~ y ~ ~~H t i' 3i `r ` y, , 9• fT ~ ! ^~f?t`.~ tea. ~ J Photo 9: The east side of the clubhouse island showing stake B in 2003. By this time the stake was located only one foot from the seaward edge of vegetated marsh. 1 _ ~~~_n~ a i ~La- - ` _ _y ~~t~ fv,~ _ j. • 'K'~ .1 Th r ~n _ y`i., ~ P ,3~. p~/ ',e ro _ _ ~s •:U~.~t.,~t ~.~tke''t Cdr: ~.L~'.~f~'~*krt t.. _ _ - CMG` it G'~il _ - _ ~ ti ' Photo 10: 2011 photograph of the east side of the island. Stakes A and C are barely visible at the left and right sides of the photo. Stake B was lost when the marsh sloughed into the canal. Page 6 • • 1319 North Sea Road Southampton, New York 11968 M 631-283-6360 EN-CONSULTANTS, INC. www.enconsult nt scorn ENVIRONMENTAL CONSULTING August 2, 2011 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold, New York 11971 Attn.: Lauren Standish Re: Kimogenor Point Company 50 Jackson Street, New Suffolk SCTM #1000-116-6-24.1 Dear Ms. Standish: In regard to the above referenced property, enclosed are the folltnvryg or arlt ~'rgstees review: ~ lr ~ ! 1~;'' t r 1. Three (3) Wetland Permit Applications including ! ~ >.~F a) Short Environmental Assessment Form; b) Authorization & Disclosure Forms; ~ i~~ l-; '~TV c) project plans; d) drainage plans; and - e) survey. I F , r 2. One (1) set of site photographs. 3. Application fee of $250.00 wetlands. 4. Three (3) LWRP Consistency Assessment Forms including: a) project & drainage plans. I trust this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. Si~cerely, R E. Herrmann Coastal Management Specialist /khs ' Enc. . t _ error Po Co. c e5 ~a 1 m of Kimo9 _ ~ ~ «a 9 hand 1p00-117- ~ eel roodwoY travel - - ~a o,~ Old Cove imo~en~r < y p o ar. ~ 0 p p' I _"~°l~n..n F~ Slif (ACCESS VIA Wf Sf 3 C~EK AND SUDJECf I'ROf'ErzfY) c .o v x y o o F1L VINYL BU rP w ~ b MD ED(i~F~-IN-~ . - _ ~ .Y~.. ~ eb X40 ~ _ _ n b~ e , `A~ R" F~, - I NW \ ~ ~ I I I ~ 0. ~ ~ ~a b ~ h ~N y ~ I A l i P e c, g ~d ° a ~ by ~ ` ~ ~ ~o /l~/ @/v 0.v `v ~ ` j a ti ~ A ~0 v ~ i' A / ~ d ~ m ~l / / o dgti~ i a s' P S C i % ~ ~b~ w° ~ w~ O6 ~ ~ Jp / i 1. a,~ a d° _ ~ i f~ l h ~ a y 0 C~ ~ ~ ~~9 Wy~ ~ , ~,°~~~Q@~ ~ ty~ pew R° D~ C ° ~ ~ i i a b /gyp ~ L Lam. Z' C~ b h'~ ~ ~ /~4 _ 1 J~ m W ~ ~I~ ~ ~ Q' i Zo ` ~ ~a ~i y~ a~mn s_ ~ - J Q, 3 _.•~i~ ~ ~ ab °oa~ VOA a ~ o ~ /20 F' 'F yJ F ~ i _ K ~ p'ae v ~.a d ° -°-Y'~-~-------- v ~ d .v" ~ 4-i ° ~ ~ ~ ~ ~ ~ ' ~ y", ~ ° ~ z p. E N -CONSULTANTS V M1 n3~~< I 01 ' ~r b~n0 mJ~ ~ ~WN99 dR~~~ya 1319 NORTH SEA RD, ~ W o ~Z ~ ~ ,r Q , ~ d~ o.~~ SOUTHAMPTON, NY 11968 ~~~~m j ~ _z, a~° ~°n a~ 631-283.6360 ~ m ~ ~ ~ 01 Notes: °OV40 i x ~ d E' ~ ~ ~ ~ ~ z o ~ j o ~ ~ o ~ ~ ~ ~ D f urpose: Ma~r~taln mtistkq bulkheadinq; restore Pi w m ~ < ~ J n~ ~ a a s' ~ b p tidal flux patkem card "islad" to protect ad 0 0: w a ~ 11 r h l a -"i ~ 04' 4i preser~ ercduq veoletated marsh ~ I%i ~ ° o ~ v1 / w ~ o~ yQ" ~ 2) Datum; PLW m o x ' i I ? r 8 3) Water depths (referenced to PLW)traismbed ~ fran hydra{r~hic swey prepaed by ~ ~ 3 I ~I ~ ~ o ~V Sea Leael Mappuq, last dated Febnran{ 19, 2011 ~ o ~ ~ ~ f ~ ~ ~ x io All rex 6Jkhead stleathuq to be vln.~; strucGral i ~ N o ~ / 1~ ~ tt a a limbers to be CCA-treated timber; all steel ~ ~ C 4 ~1~ ~ N~ A ~ Q LOIIIpa1°nfF t0 be '~S ~ o o ~ ~ it Q 1 ^ V 5) Appraumately 300 arblc yads cleat sad to LLo ~ ~ ~ 'i N J/ ~ 1 ~ br dredged from shoal ad used fa barkflll 0 0 ~ ~ 4 ~i . r' ~ • ~ b) Drake desic~ by freda-ICk Kekh, ('.E. ~ ° ° ~ ~ rD Q 7) Property laatkm 50 ,Lxkson Street. New °a ~ ~ z m i o ~ L 5uf'Fdk; SCtM # 1000-1 Ib-62k,1 ~ o ~ .~,~-F~~VED ~Y ~ ~ 0 o ~ E;~ARD OF TRUSTEES o ~ ~ CF SOUTHOLD QI ~ ~ II ~ / +I ~ . t W t ~~o pKOp05E17 f31.LKI~At7 f~t'I.AGEMENT Q ~ ~ ANt7 i7~t7GING FOtz KIMOG1;NOfz p01NT COMt'ANY ON p~CONIC 6AY AN17 W1;5T CI~~K, NSW SI.~FO(.K, 51.1FFOI.K CO., NY ~ 51~~T I OF ~ 8/ I/ 11 fil PC?0~1~~ 1"NC?U IN-PI.AC~ 13U~KN~AD {?~PUAC~M~N1" I"=10' 3" x b" 1'01' CLANV' r" ± ~5' (vaJ 2~~ (,pp APcAOP 6ALKFILL 8" (mail ~ r- * 15'--, X 11] AxW.2'_b' T N.W-0'-0" (3) b" x b" WALES g~~ LA1ti0G PROD. VINYL 6LKNG. IN PLPLE OF EX15~NG 8~~ DEAI7MPN TIM6ER DIILKI~AD I / x 9" x Ib' VIMrI. `kEATF1ING 10" x 20' PILES pt;0~ll.~ TNPU 13UI.KN~AD P~PI.AC~M~N1'; AND INCID~N1"AL f7t?~t7GING & ASSOCIAI~D ~G~ING 0~ SNOAL I"=10' ~ + qg' A~f'ROX~ 300 CY SAND f0 DE DODGED/ D" x 6" T07 0.ANtD EXCAVAfEDANDIY~DA56PCKftl.L 2"CAY P1~AOFf3PLKEILL ~ (INDICATED iNIYi 8" <ma~J ~ r- ± 15'--, X 11] + a' EX. GRADE - + a'a.w EL. aE Ex, ou.rrEw - - 3' ~ ,~.2,. , r' . ~ x i6 ~ r~pgy .l~ROF, ~ .o,.o„ , .p~ i i C3) 6" xb"WALES 7801'. G7ADE - 2'ALW 8" LAN.OG + 22' FROG. GRADING OF SNOPL AT 1:9 51.07E ~ 10 8" DEPDMAN FROG. INCIDENTAL Df~DGIIJG TO DEGM Gr 2'PLW I/ A" x 9" x I6' V1Nrl SFEAMNG FROG, VM11. DLKlt7. IN FLPLE C'r EXISTING 11M6ER DIp.YJfAh 10"x20' G~.ES E N -CONSULTANTS PPOPOSPD [3L~,KN~AJ7 ~PI.AGPMPNT 1319 NORTH SEA RD. AND DODGING POP KIMOG~NO~ POINT SOUTHAMPTON, NY 11968 COMPANY ON P~CONIC I3AY AND W~51 631-283-6360 C~PK, NSW 51.lFPOI,K, SUPPOI.K CO., NY si-~~r 2 0~ ~ a~ i~ it / p h I A N G I -O C '7 Ga eyll~nd eS~IS/rny ~+7n!/gr/ ` ~v„-/hi~ post //:,e i A 2- z,cg I ~ cyho/er ~aos~-j _ I E/cv! 5. Z / _ _ _ _ _ f _ _ _ ~ 1 - - ~ - ' ~ - - - - ~ _ - - : f i_ _ - ~p) -1 _ L ~ _ ~ _ < <<- h, ~c ~ _ ~ _ ~ `fx~f'PO,:f ~ 5- Z~fj s/r'ingcr~ CSCiS~n PrYG 9 e u~. Ca q / aP~'fr',9 ~a~-,e~ ~ U~~r~~/ t ~ ~ ~ ~ i 7n6 p/o~ks('YPJ ~ ~ - Etc?. ~r.2 W y ~ O Nl4frh" rJCw rq'rna ~v ~ ,Qca/n_cc~ s~~_./x~ers, o'ec.~ ~oa~ds ~ ~ ~ ~x,~L•n9 ,`rJOf~/lglQ~. ~ird hor~c~rzri/~ ~~cLiC-tisfrn9 PLAN , ~ o ~ ~ ~ , FOOT BRIDGE AND RAMP _ C~E~'~F - ~ Z ~ ~ Scale 3/8" = 1'0" v ~ ~ p~p~C ~c s ~j ~ ~ ~~D cl a ~ tic ~ 'y955 ,~41 jyfiil~~ rc_cons'~puc~ ~ ma,~h ~xia~ii~4 -sold ~voo4s' 6/ock.%~~ t 2 Z ~ ~ Ye~- G~ Un ~reu~egr / ~'/cV S, 2 ~Yer- 4.2 ~ I r - r., ~~T ~ ~ 2 x F3 sfi•~ir ers _ 5frr~C~ I r 2 8 r _ ' ~~.~.•~,.._~i~-~= who/Pi- .(/QUe/ I r~~' = is i= ii~ r- - I Gcrr~rn¢rrf' I Z_ ,e.S ~ I nu/,ehco~ s/7 ee-'f Pr"/ii73 I . . i~ /Z ~ ¢c ¢~i:q'~oosls. JF conncc~ s~'i~ye.-.s ~0 4'ou~/c eKi~~n9 vvocd 2 K 8 a.- ruho%,-~ rvi~i Pi/2 oral ~crorH .~rnpso» LUQ& qa/vc>n.zed hQr79er`=' Sc~~vor~ ~ra'r»C n n ~ ~ #ak Connecr< deuE/c Z x &r {o /~s~s ~lofc.. o/~ n~.v wood ~ pcrrfh S~rrrrisv~. LU~'ZG~ ccc ~ f ~ cz ~ ~ fo be un rccsfcd ~z o ~ ~ ~ ~ ! SECTION A-A p ~ ~ ~ ~a FOOT BRIDGE AND RAMP ~ ~ ~ ~ ~ Scale 3/8" = 1'0" t1~ifESS1 ~ ~ ~ ~ ~ ~~~FtIGK s~F~~ 77~~ ~ ~ ~~OCR ~ 4~ -1Y A I ae cl ~ ~ (9959 ~.4' z~~ - i r~o 2 ,nros:~c~ /8'9~oF~ _ ; _~l_ ~ ~ d6c/" I / ° rI ~ I~G Z Ir ~ ~ ~ ~ i PO RD OF TRUE I ~ 3 +sJ Uc + .80fj i ~ ~ ~ , " :?~h' OF SOUTH ° °v°U ~ se ` £ ~ i rtl~ Ni J~ - t 1 ~ ~ _ R sh~cf~?~ ~ ~ -high tuoLor \ \ ~u C/oycy s f mrtrk I .Sand i r' rr--~~ rmP~r;irncrS Sb~/ ~E Nirn<rir 2(0//3 ~r~r++P rt.^i...` :lr~:H•i~°s`• l~ I Mi/IiIY~f/vr+ / ~ F,sis/'~ ~ifPp y lJ ~ ' demon sond y~rrth , - ~r 6ic c / so.~e rn~Cr,G3c.-° r~r~ BPS f Cry! j ~dssfrar~ 6.~~dye DRAINAGE SYSTEM CROSS SECTION i Scale 1" = S feer N ! 4i New sh?~~%~ii% Notes p v u/K hr_ or/ - Sce cyc>'`1% / ~C~nrr w r~P/v ~.-t The surface treatment shall be according to NYSDOT item 307-2.02 and shall extend for the full width 4 SZ ~ ~h~-°~ ~/'4~/ ~ciz-~ r-Fr~uired of the existing pavement From the west end of the azea of grade change to the easterly end of the new _ p~ ~ ~ bulkhead installed under this phase. _ _ ~~..Q ~ ~ • The 2" asphalt binder paving course shall be according [o NYSDOT item 403-2. 42 .3• g ` _ _ ~ ; • Sufficient impervious clayey sand from the drainage structure excavation shall be retained and dried to ~ ~7 4,7 J , ' L_._- Q _ a- be used to backfill the overflow pipe trench to impede lateral drainage within the backfilled trench. 3,5 - 4~ 3 4 D -O 4'ti -_3 g - 4 6 3 ~ / ~ Pavement reconstruction shall be the area where grade is changed plus areas disturbed by bulkhead ~2 construction and tie backs. ~}rn vC/ SUI"For~ ~rLgrc(-/tr/( and • Estimate of material quantities: (o"pt~CrF/ow Imported: Granulaz subbase 200 cubic yards ~i-rvc wQy r ~ %~'G ~ ~i}'cJP ~CYr~ vrH/7r, Sand below drainage structure 40 cubic yards / ~ Stone below drainage structure 4 cubic yards 3, ¢ O 3, b Removed from site I65 cubic yards \ ~ c%n~~oy~ ~ 3Z ~ ~ /rrnr { 6~~1l1/r~yryte+.> i KIMOGENOR POINT COMPANY ~ shzrct~.e yrfr~l~ c~ern,: e _ _ ~ - ~EO~IIFEJI/I,~ PHASE II -BULKHEAD REPLACEMENT ~~`er„v~ .F~'~ DRAINAGE PLAN E"dgr c7,G driveway = o ~ SAG HARBOR ENGINEERING '9959 +{V PO Box 1991, Sag Harbor, NY 11963 631-725-0868 PAVEMENT AND DRAINAGE PLAN j~Yfti1~E~~ Scale 1" = 20 feet May 26, 20l 1 Sheet 1 of 2 - L.-- 5"ow,, Cut' cols' pvi+-~~. C, -oi/ r s/n ne Soi/vcr ~ I kr 7</COh'1 fin ~ ~Cn fjrc ~ O , Op,.~ p~ 0I-G4 Ei<?. 3.2 45° 'Z~otPhe/f y. ~ b.nder con--xP .t/eeno% /T97-F6 fii-or+e o.:a' - ~//~~''Inrc/'f ever, 2 REPAVEMENT CROSS SECTION 9rofo ~ No Scale ~ , 6 ~ h~r+ry dofy e, f/e~crb/e FhxaP.pe ~ inv/c e~~e Narrative - Drainage of Pavement Area w~lh 1J.nrc~-ts cco ' a - F<..>!a coyer/e.- The objective of the proposed drainage improvements is to infiltrate normal surface G 'schcdv/c 4o Pvc drainage into the groundwater while allowing tidal flooding from regulazly occurring -G'PVC Tcc high water events to escape back into West Creek. Similaz to the drainage improvements incorporated into the first phase of bulkhead replacement, a central catchment is proposed where there is now an existing inlet which, under normal conditions would accept runoff DRAINAGE STRUCTURE -PIPING CROSS SECTION from the paved area and percolate storm water vertically to the groundwater Scale'/." = 1 foot An overflow pipe is proposed which will dischazge to the creek when tidal flooding exceeds the flow rate through the vertical drain. When the level of the creek rises to the level of the pipe outlet, the proposed back flow preventer will prevent high tidal conditions from flooding the paved areas until conditions are back to normal. Pi/es Because the location of this inlet and vertical drain, there is concern about the potential _ that overflows to the creek may contain contaminants from the paved azea. Minor k/j,Q/e,. amounts of hydrocazbons from vehicles and the pavement itself aze the most likely contaminants to enter the system. They would mostly remain at the water surface within Shec/.gig the drainage structure. A tee section is proposed on the outlet which will prevent overflow dischazge from the water surface. When the water level drops, any floating contaminants would enter the soil below rather than being discharged to the creek. A cap ~ °P~e SfvGI Tid<Aex ~o-,gcr/d~<c1 will be provided in the tee to pemtit pipe cleaning, if necessary. 1 ~6os,fc%d l%(. Sfanc o?c fYony~ ~P&6 ~'F Fc~ncD ~~p/e~ KIMOGENOR POINT COMPANY ~ „ h<~.~ f ~~e~~ K~~A~F PHASE II -BULKHEAD REPLACEMENT f"/ev~b/e ~ncc~p~ ~ ~F.P S .y~ Q~ ~ DRAINAGE PLAN DETAILS 4 _ ~ O PLAN DETAIL -OVERFLOW PIPE DLSCHARGE Scale/."= I Coot ~ f ~ SAG HARBOR ENGINEERING ~ PO Box 1991, Sag Harbor, NY 11963 0/`l '9959 ~rf l i?SEC 631-725-OS68 May 26, 2011 Sheet 2 of 2 Topographic - Hydrographic Survey Surveyed: August 18, 2010 " s~ s~ ~ Amended: February 19, 2011 we ~`~T~___-_ s Situate: Cutchogue ~ ~ Town: Southold s / j ~ ~ ~ ° " Suffolk County, NY ~ ~ ~ o Datum: Low Water ~`v / ~ o g~ co 3 ~ ~ ~ ® ~ ~ I 3 1 O 77 h ' - _ . ~ P' ~ ~ 7777 0 ~ g~ _ ~ j ~ ~ .b~~d. ~ S~ ~ ~ bS So ~ yE'6 II ~ O ~ I ~ ~ ez `y •6 ~ ~ ~ ~ s,, ~ ~ 2j ~ ? 0 6> u~ -o , ~ m _ ~ t SNP ~ Q' ~ z o 4s i~ i~ ~ S,© F9 ~ 11 S3i~ 3 ~ he s.~ I roa 4~ q'ivay ~p\6 _ o\ ~ S 3e°\o Cah~O K~~~~71 4~ 3~ ~ s~ Posh Co s9 s,'* 3~ 9ra 3 9 3g O~ 3 'F 4~0 R~, ~F-__ 39 3~ ....FO, SEA ' LEVEL : so MAPPING P O BOX 386 4s AOUEBOGUE NY 11931 tf a RobeR H. Fox NYSPLS #50197