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Home My WebLink AboutTR-6700 . James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. . Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1 st day of construction ~ constructed _ Project complete, compliance inspection. . . TERMS AND CONDITIONS The Permittee Bud Holman, residing at 350 Park A venue. Mattituck. 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 South old are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Department of Real Properties Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. . . James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 22, 2007 Ms. Jane P. Costello Costello Marine Contracting Corp. P.O. Box 2124 Greenport, NY 11944 RE: BUD HOLMAN 350 PARK AVENUE, MATTITUCK SCTM# 123-7-8 Dear Ms. Costello: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 22, 2007 regarding the above matter: WHEREAS, Costello Marine Contraction Corp. on behalf of BUD HOLMAN 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 July 9,2007, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, in accordance with Chapter 268, said application was found to be Exempt from 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 22,2007, 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, 2 . . 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 approve the application of BUD HOLMAN to remove 140'+/- and 16' of west return of existing bulkhead and replace in-like, in-place using C-Loc vinyl sheathing; remove remains of existing retaining walls and construct 130'+/- of new retaining wall in-like, in-place; backfill void areas behind new bulkhead with 200-250 cubic yards of clean trucked in soil; re-vegetate graded areas with Cape American Beach Grasses; backfill and re-grade area behind new retaining wall with 50+/- cubic yards of clean trucked in soil; re-vegetate disturbed areas with Beach Plum or Bayberry; remove and replace in-like, in-place existing stairway from top of bank to base of bank and stairway from retaining wall to existing wooden deck; construct new 3' seasonal stairway from top of bulkhead to beach to replace destroyed and missing existing stairs, with the condition of a 10' non-turf buffer along the bulkhead and the removal of the 12'-16'+/- of non-functional off-shore end of the middle jetty, and as depicted on the site plans prepared by Costello Marine Contracting Corp., last dated September 10, 2007, and received on September 12, 2007. 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: $50.00 Very truly yours, J'1:;., t? ~ President, Board of Trustees JFKJeac . . James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 JWo7 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: ~J ttolMan Please be advised that your application dated .::rc: been reviewed by this Board at the regular meeting of and your application has been approved pending the comp following items checked off below. /' Revised Plans for proposed project <) .;Jo07 ~ tion of the Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) Yo Constructed ($50.00) ~ Final Inspection Fee ($50.00) Dock Fees ($3.00 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: c;o TOTAL FEES DUE: $ :;0 ....- BY: James F. King, President Board of Trustees , , .~ . r \ ,J \ i ' ., I'. , . ~ j,. .l: ': I .,,/:, j'~l' It,:, I "~.': :iI:' 1 ,(" <. ,f.; I' " \ ~, -<, 'Ib' l'.,l', oS ' JU\ I')? . t " 1f'1 I ; ~ "'~,!:::W~' , "~ii.lf~A~l t! ~1 \\'1 " t ~!~I~II/, '~I . ~ Jf~~ .111~j' U{tu~'t 1!~I,l}-j" "I\'I\!l~, ~U..t,JI I j, I Jj'lJ~. ~ " ,. '." .' . r I I I I . . I I I I I I I I I I L '" .f:' '. i".t:" . ; IJ .,' J .. , ,. ,.,t; ~. .:.,," ^ , ~... I . . - hI:\ - . . . . . - .-- ......-... , rful (Yl~,J '?".- .... --...... ... I. -.2: Q. . . - - . - -1. ~ -:t ~~- ~~_.. -- . ,I'; . ., ,f, t II. " . l ( f :! :f- ~ t I I I \ I . ~. c..> ..~ . .. l~ ~ :. -0 \ :II: , I r . -, , .~ . . . . Telephone (631) 765-1892 Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 CONSERVATION ADVISORY COUNCIL TOWN OF SOUTHOLD At the meeting of the Southold Town Conservation Advisory Council held Wed., August 15,2007, the following recommendation was made: Moved by Don Wilder, seconded by Jack McGreevy, it was RESOLVED to SUPPORT the Wetland Permit application of BUD HOLMAN to remove 140'+/- and 16' of west return of existing bulkhead and replace in-like, in-place using C- Loc vinyl sheathing; remove remains of existing retaining walls and construct 130'+/- of new retaining wall in-like, in-place; backfill void areas behind new bulkhead with 200- 250 cy. of clean trucked in soil. Re-vegetate graded areas with Cape American Beach Grasses. Backfill and re-grade area behind new retaining wall with 50+/- cy. of clean trucked in soil. Re-vegetate disturbed areas with Beach Plum or Bayberry. Remove and replace in-like, in-place existing stairway from top of bank to base of bank and stairway from retaining wall to existing wooden deck. Construct new 3' seasonal stairway from top of bulkhead to beach to replace destroyed and missing existing stairs. Install one new piling at off-shore end of existing middle jetty and replace existing 4"X 6" top wale. Located: 350 Park Ave., Mattituck. SCTM#123-7-8 Inspected by: Don Wilder The CAC Supports the application with the Condition non-treated lumber is used on the stairs, a 10' non-turf buffer is installed along the top of the bluff, and no repair work is conducted on the middle jetty. Vote of Council: Ayes: All Motion Carried . . James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Southold Town Board of Trustees Field Inspection/Work session Report Date/Time: 8115/ b 1 Costello Marine Contracting Corp. on behaif of BUD HOLMAN requests a Wetland Permit to remove 140'+/- and 16' of west return of existing bulkhead and replace in-like, in-pi ace using C-Loc vinyl sheathing; remove remains of existing retaining walls and construct 130'+/- of new retaining wall in-like, in-place; backfill void areas behind new bulkhead with 200-250 cy. of clean trucked in soil. Re-vegetate graded areas with Cape American Beach Grasses. Backfill and re-grade area behind new-retaining wall with 50+/- cy. of clean trucked in soil. Re-vegetate disturbed areas with Beach Plum or Bayberry. Remove and replace in-like, in- place existing stairway from top of bank to base of bank and stairway from retaining wall to existing wooden deck. Construct new 3' seasonal stairway from top of bulkhead to beach to replace destroyed and missing existing stairs. Install one new piling at off-shore end of existing middle jetty and replace existing 4"X 6" top wale. Located: 350 Park Ave., Mattituck. SCTM#123-7.8 Type of area to be impacted: / _Saltwater W etland _Freshwater Wetland Sound ~ Bay Distance of proposed work to edge of above: PlUi of Town Code proposed work falls under: !....Chapt.275 _Chap!. Ill_other Type of Application: J Wetland _Coastal Erosion _Amendment _Administrative _Emergency _Pre-Submission _Violation Info needed: Y1-1 r-d"l , Modifications: I :ii" \au...... fLJ. 0... ~ q-Ni:> ell',~ ~ \' Y-C"'IA....., ~ \ o.J. w-r-rl. 56- J,-t.<..... , ~ IS (\o6'n '--h. "~i~. - e'l-\\A-l", ~" , n~I.;"5 vcU Conditions: ~ ~~ d'fr~) ~ o\J..r" r-----ts Ji.A~ ~ b\\.lff. pr~nt Were~.King J J.DohertyJp.Dickerson JD. Bergen_ B. Ghosio, Jr ~H. Cusack_D. Dzenkowski_Mark Terry_other Form filled out in the field by MailedIFaxed to: Date: Enviromnental Technician Review Bud Holman 350 Park Lane Mallituck 5/1/07 . . ~- l..-r. """'""-. "";:- ..::... 'c -l_.'~' .....~ ~~ ....?"~- VIEtN L..uox;/J-J&, e>+v J/ /"""" t.",,"'....... N..eTff (r,q,..,,,,,,,,,, 8"""~~) tiJ'IV?- A3.fI'r'V~ WA-<..- P.x/c.,..~ ~7'~n-c, /?..-T1I/N-w., ~ .------ ~~ . .~ ..~- .~.. """' -.. V /6 'tv L..oo,,",'-'7 HI".- m'/lYXC ~ /",-ny Vle;.'tu I:oOK'~ *,.c,fI Bud Holman 350 Park Lane Mattituck 5/1/07 . . ~~ t:J;p,...,- tv......... ~ Y/~ - l _ )'h, - IP, t:.""..~ tV~~ - , .-:.:......~-..~".~'1:..:.!'":~..~": .-- 'I't:::"f.N L..o"'_~ h"/...- - , ;::coiI'fION 'F 11f~"I"''7 Spf/tUAW 7" .&rtelf ~- ;;e.n.."",_ <VA<<.. EYtST. /l1r.tl16~ , F .,u> 15<"",~ '. .'. ;. 6'i1ST-" fj ,,'If /1tRIr'> .' VI eoc.u ,too,o<<..-., 0/..... ~......~t- V1ea..v LOO'C/",,~ H/W Bud Holman 350 Park A venue Maniluck 6/8/07 . . '''' ~~. 1'-- r'\ ~, ~~;i/ ~ L.ub~ /." /F'i-lsr/M; ~/",,,,,,,,Ul4U- "frV. ~/~.."~,,. a;-mr1N1i- ~ --..- .., V/blA/ t.,,,o/C-//<o/~ ev..V v/~ t.OQ~/""'7 rI/w :;; '7..:'''-" ,y' ':''i-~JO-';;, ':"{~T~~t. ",'~"I"i; fOP "~UP~ 5n94Z<u~,/ /'t? I',c &9NIC. ~QOH:_" w6l;r . . Bud Holman 350 Park Avenue Mattiluck 6/8/07 I -::;;:;~:l J.nJCy .. .. 9'4:1'- n> . .. , t//~ too/?'"",,,, W~I V,e:;eo L.OCA:"....f.. ,<jOL'rH ~ .fik17V"'/NI? ""''''c.<. C ~<p~~__. r ";;;:;"''5' 6.......t....., "\ j 'l\ -~~ :,', < -l~, ?""-'~'" ',' __.1.. ..1]: .~ yO/~-' r - ~..' I.he,,'! A~"""t>;> tJ~""'~ ~r/N'r ::1;-..""...".,... 70 ~ R..mov...., V 164<,.) t.OOIC/Nt; w6'R"" . . ~.-<;""" o..:>~_I3v_~ ~/c.. ... ~NJ 0' 1/"/0 ., ~No/ 13~t../o/~ ;1<t:nr?A,,,, S 'r ,,~%~ B<'UC"d~ YOlO ""', L -s;"" tz"""'A''''' Op ~ 1'0- ~<- V'b'W Laa,,-''"''; &.,c;'Irl {/1..v.J u,o/<..wt; W<')'r . . Bud Ilolman 350 Park Avenue Ma\tituck 6/8/07 .t.oGAr'g,../ of "'IS"_~ S"J;'t/,eWH 7O~ . r' ~.. ... ~ . . I , / ~ ---, 13~~ '"' --11 - ~ I ~, I '!'It.~ , ~} I (I' II;l I I I . V,eav t-oo,c/""<, W<J?T R~>>~ "'POLO ~IF~ ,- -, ,-.,., 10-... ,. ..-...." ""_"_' 07-"" c_,,_, ,-,,-, 0>-,'-' "-2>-0 "->c., ,__1.:=;: T I I ,(fIPCl..... l"':l-~-O:. ...ltC.....'" ~i'- "..Pa...... ==~ 1l............ 1\ I -N- ,~ ~ " .1 :1 --r --r--- (211 (1) --.....--.-- ..--...". -.."-- -....,...--.-- "'""" OR'" ,""........, p..,.",.", ... .,,_ '... ""..... ~""u" ..------,---- .....-----""-----. ,.. '" -- ;::M ::::._ --_......~ NonE :;;':"":';;;':'.'::'':,~'or''',.. "',"'.,,"."''''_0......''' :r:-.:..::::",:;,,;.S::''<:, (i) COUNTY OF SUFFOLK @ RedPropertyrax.Serv1ceAgency C""'Y~I'" 1Il..n.ad,~1 IlSlll " ""'""'T - . * - ~ ~ SOUTHo..O SECTIQNNO ....~ 12.1...'"'''.... '_'" ,,,,,,oJ _'H 123 "'""",,, 1000 PllOFUlTYIoIAP . . OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY MAIUNG ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM COORDINATOR TOWN OF SOUTHOLD MEMORANDUM From: Mark Terry, Principal Planner L WRP Coordinator '('If ID'~I R: ~ If;' ~ \\1,7 r[~', r::.'\ n r-'--~~llll lid ,;1 LJ w! .,. i I ,. ( L.\., "'_..J Ii S To: James King, President Town of Southold Board of Trustees L Date: August 8, 2007 Re: Request for Wetland Permit for Bud Holman SCTM# 123-7-8 BUD HOLMAN requests a Wetland Permit to remove 140'+/- and 16' of west return of existing bulkhead and replace in-like, in-place using C-Loc vinyl sheathing; remove remains of existing retaining walls and construct 130'+/- of new retaining wall in-like, in-place; backfill void areas behind new bulkhead with 200-250 cy. of clean trucked in soil. Re-vegetate graded areas with Cape American Beach Grasses. Backfill and re-grade area behind new retaining wall with 50+/- cy. of clean trucked in soil. Re- vegetate disturbed areas with Beach Plum or Bayberry. Remove and replace in-like, in-place existing stairway from top of bank to base of bank and stairway from retaining wall to existing wooden deck. Construct new 3' seasonal stairway from top of bulkhead to beach to replace destroyed and missing existing stairs. Install one new piling at off-shore end of existing middle jetly and replace existing 4"X 6" top wale. Located: 350 Park Ave., Mattituck. SCTM#123-7-8 The in-place replacement of existing timber bulkhead and retaining walls, replacement of backfill, revegetation, replacement of stairways, and replacement of top wale on existing jetty is an exempt Minor Action and not subject to LWRP review pursuant to Chapter 268-3; Items A and B of the Town of Southold Town Code. 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 (L WRP) Policy Standards. Based upon the information provided on the L WRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is exempt from review pursuant to Chapter 268-3, Exempt Minor Actions, item B which states: "Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site, including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit". . Office Use Only ~oastal Erosion Pennit Application L Wetland Pennit Application _ Administrative Permit /' AmendmentlfransferlExtension ~Received Application: 7/9/07 ~ReceivedFee:$ ~ ~ompletedApplication ?!16/o) _Incomplete _SEQRA Classification: Type I_Type II_UnIisted_ _ Coordination:( date sent) - CAC Referral Sent: l~(}J ~ate of Inspection: . Kn _Receipt ofCAC Report: _Lead Agency Detennination:_ Technical Review: ~lic Hearing Held: 'l);Jd }o) Resolution: - Ilt\QIl,/ Name of Applicant~ Hol~V\ . JUi - S Z007 Soulhhold Town Board 01 Trustees Address 1>0 &x q1B I ~llq~d Phone Number:('30 :JCf8 ~ 18:)5 Suffolk County Tax Map Number: 1000 - /;)3 - 7 - 8 Property Location: .350 '1tr t Avt..nv. l.- Afl-lluff. NY 1/?52 (provide LILCO Pole #, distance to cr6ss streets, and location) AGENT: fosldlo I4o.YIj(f t!nlrlJfhJ11 ?j) (If applicable)' I Address: p () &- J /:;1-. hrl'Ol /J1( I- I IV Y Iltl!4- I I ' . Phone: ~31177 -II?'? (~ ~~o) c;;- "\ \;r->' ~d of Trustees Application ~ GENERAL DATA LandArea(insquarefeet): 77. 7~B .13 , Area Zoning: JIIJ - ."5iJ19it'. 1i1f11'l-;8~.lLIr~ /' Previous use of property: "SUfI/I: IiJ.flI/'j 1?stdeKd Intended use of property: SwtL Prior pennitsJapprovals for site improvements: ~gency '\ '-- Date ~ 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 attaclunents if necessary): -p",,,, <:J ."iRq allac~d . . P,a'o(='O:5e= l<t=Nove /4o'r ANI:>/"" "r WesT RC71-J.AN Or Cl'./.5r/,y6 'Z3"'<'lo-,e~ ANO 1<=J<..Ace; /H-~/KG, /,.y-~<"t!!! US/H<"., C::-'oc" V/NyL .5#~~IHtF->. 1<e>I??Oye Ren/9lNs 0,," C:~ST,H" R6'T/l1NIWt? J<./A"S 4",,::> c;,""!V'"QUCT /So':r ~ Al6Z/..J RerAw""",.:; J,4.I,4&L /"-/-.cu:e, /",,-..-Q...4ce. ~.4CKr/" Vo/I=> .At4ez-,qs 8t5,1./~r.:>,.v~ S"""~ W,TH'::z..oo -:2-oc:J C"Y.oS iJ,c CC&71H /l!l<Jac:cr:> /'" ScI'C::. Re Y~'Pf7l!! G.t4.N=>er?...4~ aJ'Tf-I. C~ ~,t:/9"'" ~ (-;,.4AS$t5S. Jl'0c:K r''-' J!1IVO Ren:;,IZ/1y;le;..4z='9 ~MJ,o ",,/...-z:c., ;Q,.-rA'''''/~ W.:kL waN .502 'cu. Y/.J'S or ~':6.~"'" 7RvCKf::I'::> /........So/,. Re:.ve:;E;THrt!> D-s;r,4Z~ ..4KLa-as WrrH ~M PGUW1 ot/? :B<?y~"'. Rc:n->ove ,.;tN'Q K~Aa.. /"'.w/C~ 1",.pl:JIC8 C?'/5T.1N'7- ~/A!'w.4y"f1U;n lOP OF ~.e f?J &?s'~"r !3t9"w: ..AN/.) 'lS7"IlI'2wAy rJaiH7 ~.<!AY"'-'<1 IAI AlL To elYfT/I-Ic, Woo~ .J)CCK. CO-VS/.l!vcr I'kl'" 5 ~1'fC- ~'~wAt :nio.-.:> 701'" of J!JcJGKHe;n1? (0 ~ 70 ~a: ~,..= Aw::> t?7/s~"''9 cX,?/7N<;; ~.<i:S. /#ST;tf<.c.. ONe ;..Ie;""", p/<:,.....c, AT O,FF-S;t,l'oA?5 PNO or e;vs;r~ /I1/IO/Xe' ../e:777' ""'...,,0 R=..<lce c~'? 4 ")<40.7"1'-' UJ,Ji1L€. ~d of Trustees Application ... . . WETLANDITRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations-M tl't:tM sku cl QJC=:J,'n7 5hLt':JudS Area of wetlands on lot: -Jl J ~ square feet Percent coverage of lot: -4 % Closest distance between nearest existing structure and upland edge of wetlands: to feet Closest distance between nearest proposed structure and upland edge of wetlands: 7D feet Does the project involve excavation or filling? No )( Yes If yes, how much material will be excavated? L-315 cubic yards How much material will be filled? 01.1'5 '!: cubic yards Depth of which material will be removed or deposited:~ feet Proposed slope throughout the area of operations: 0 Manner in which material will be removed or deposited: ~ / ~ uSln7 1. 5fJ1/[11 Ml'f Ito ,y ~)(rt:lValhV 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): ~ (:!#f:k, J(}~II t1n .fhl' will h4.j>(1d'l . A / / tf/~f wt/I &f. fht- Juflt. tUokrmn.rL J.tkl/ru,r! QY hrh I 1A/(7k.rs Ju /dJ<<! uJtrd' ~d of Trustees Application ~ County of Suffolk State of New York --Ja.yle])(n*-llo.-RvMI ~aQlf BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE ISlfHE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF mS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN TillS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF TillS APPLICATION. ? Signature ,<f. ~ SWORN TO BEFORE ME TillS d{c DAY OF ,20~ CYNTHIA M. MANWARING . {HARY PUBLIC, STATE OF NEW YORK NO:01 MA61 00507 QUALIFIED IN SUFFOLK COUNWJ -' COMMISSION EXPIRES OCT. 20 .y...r James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. . . Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD . . BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of ----~---~-~----------------------------------- COUNTY OF SUFFOLK) STATE OF NEW YORK) I, JJ\'lf (a>tl~ AFFIDAVIT OF POSTING , residing at iltfJ C~-Ier ~ed ~~( ~ tJy 1/7BJ j I being duly sworn, depose and say: , 200 , I personally posted th pro eW; known as r (; 'Iv. by placing the Board of Trustees 0 ficial 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 W~. OJJ.~&i ~1 ' Of\ 01\ t W'~ frr) That on the Dated: Sworn to before iYxJ)lis ID day ofScPt1<'t61i"'1 ~ ~IJ ~. ~t --- Notary Public VERONICA f. ClDONE ~:ta~ CammiSSian . 1. . Bud Holman 350 Park A venue MaUituck 8/14/07 . . r tb \ MctV) II I .!. .!. II U.S. Postal Service", CERTIFIED MAIL", RECEIPT (Domestic Mail Only; No Insurance Coverage PrOVIded) PROOF OF MAILING OF NOTICE ERTIFIED MAIL RECEIPTS Posbnark He", ;:ID,l m .-'l U') lr .-'l <0 <0 .JI ~:nmmr;m sQriEliT tsG I A L USE ~~ m o o o o .-'l <0 o .JI CJ entTo o ['- L US E USE USE 0944 05 Postmark He", 0944 0944 05 Po_ He", 0944 , -~ . '" 08/13/2007 0Bttl/2007 8/13/2007 ~~(~...----m--m....__m____..~J.V.ftlm_.~__~.m,,4. m_~. #- lIAiOj"m...m..m.m.m "f.JfFtr ~...m.._~:=___ f.:1:JTi~~""_:: ~:~l'iT':IIl"iJ::Il'ilr.lir.,,' STATE COUNTY OF SUFFOLK ~ 0c,-Idl~ ' residing at VI ~}J 117~':) , being duly sworn, deposes and says that on the (3 day of Awq U~ , 20{j], deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessmeW~~r;~)UthOld; that said Notices were mailed at the United States Post Office at _" that said Notices were mailed to each of said persons by (certified) (registered) maiL . ~ ~~~i -- / ( Sworn to before me this } 0 Day ot<:efrm-1b~ 20Q'l... ~ Not VER~ICA F. CI at ~ 'tIlll Nalary PublIC. Statel~ Ho.Ol QuIIified ill CWlllllil1ioo1a. 1. . . NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Bud Ho~ SCTM # 1000-123-7-8 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: . Remove 140' of existing bulkhead and 16' west return and replace in-like, in-place using C-LOC vinyl sheathing. . Remove remains of existing retaining walls and construct 130' of new retaining walls in-like, in- place. . Backfill and re-grade void areas behind new bulkhead with 200-250 cubic yards of clean trucked in soil. Re-vegetate graded areas with Cape American beach grass. . Backfill and re-grade void areas behind new retaining wall with 50 cubic yards of clean trucked in soil and re-vegetate disturbed areas with Beach Plum of Bayberry. · Remove and replace in-like, in-place existing stairways from top bank to base of bank and from top of retaining wall to existing wooden deck. . Construct new seasonal 3' stairway from bulkhead to beach to replace destroyed and missing existing stairway. . Install one new piling at offshore end of existing middle jetty and replace 4"x6" top wale. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 350 Park Avenue, Mattituck, NY 11952 3. That the project which is subject to Environmental Review under Chapters 32, 37, or 97 of the Town Code is open to public comment on August 22, 2007 on or about 6:30pm. 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. Continued . . . . . . Page 2 of 2 OWNERS NAME: MAILING ADDRESS: Bud Holman PO Box 978 Mattituck, NY 11952 Ene.: Copy of sketch or plan showing proposal for your convenience. AI Altkf.l,tJ700tLA PT:. 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(l ~ ~ '{ () ... 0 ~ .J "- t;: ~ Q 1< It I, ~ 't < l -... ~ ~ ~ ~" I~ llJ \!) I ....) III ~ - ltJ II) ~ 00-- ~ If) -"C ( = i ~ PIf,,.,.J/t4x> .e."": ~-IIAAIIIIN. e""'~I""#o<::""'''' "'.1'-" :/ljlz,4 clloA__.....r, N.Y. ".4+ (~.,) ~77-I/'., AP1>l./CAN'T ..BUD /-IOL/Vt,A"""; 7?o. :BoX <j 7~ MATT/TuelL', N.Y. 11952 550 ~AR/C A V€.. ScrA-I 1000_143-7-8 ../VA/c /8,-Zao SI-Il%T /0 "F /0 . . ..' APP:~~~X,C.' .....~ ... State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UtKISTEDActldNSbniy PART 1- PROJECT INFORMATION ITo be com Dieted bY A IDlicant or Prolect $Donsorl. 1. APPLICANT/SPONSOR 2. PROJECT NAME .",....,.._<:O~...e ~,~(">C_,... .5uc> rk>~""A-./ 3. PROJECT LOCATION: Municipality /y)"7T'I7~ County . s...,..,~ 4. PRECISE LOCATION (Slreetaddress and road intersections, prominent landmar1<s, etc., or provide map) 350 71ARI~ Ave. /\/I.47Tncx.JG, N.Y. 1195Z. 5cr.M /ODD - /za - 7- ~ 5. PRO~D ACTION IS: . New 0 Expansion o Modificationla~eration 6. DESCRIBE PROJECT BRIEFLY: ::S- ..47T_cr-Ierr.::> 7. AMOUNT OF LAND AFFECTED: 0.1 In~ialiy 0./ acres Ultimately acres B. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER .EXISTING LAND USE RESTRICT~ONS? [B"Y"es 0 No If No, descrl~ briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ~sidentjal D Industrial o Commencial o .Agriculture o Par1<lForestJOpan Space o Other Describe: ~~a;r W-',_.,. ~o~ ;;P.<:lNA8" - 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW DR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? [gAi'es o No ]f Yes, list agancy(s) name and permit/approvals: NYS ;j:)~, '"'''is pos, ...4coe, 7b<Uol.....SO~ 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? DYes ~o ]f Yes, list agency(.) nama and permit/approvals: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? DYes ~o I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWILEDGE Applicant/sponsor name: ~A!-/.WA~ ~M&oI ~"f' Date: ,~~~ Signature: ~ ....., If the action is in the Coastal'Area, and you are a state a~ency, complete the Coastal Assessment Form before proceeding with IS assessment OVER 1 PART II. IMPACT ASSESSMENT (To be completed bv Lead AlIency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PA~T 617.4? It ye., coordinate the review process and USft the FULL E..A.F DYe. 0 No If No, i negative B. WILL ACTION RECEIVE COORDINATED REVIEW AI P~OVIDID "O~ UNI.ISTEDACTIONS IN 6 NYCRR, PART 617.6? doclaratlon may be superseded by another InvolVad aganey, o Yes 0 No . . . C. COULD ACTION RESULT IN ANY ADVERSE' EFFECTS ASSOCIATED WITH THE FOI.I.OWING: (Answe.. may be handwritten, If legible) C 1. Exi.ting air quality, ,urface or groundwater quality or quantity, n.ol.. levell, exllting traffic pattern, .0Ud wa.te production or dISPosal, potential for erosion, drainage or f1o~djng pr~bl~ms? ~xplajn briefly: '.' .' . C2. Ae.thelic, agriculturai, archaeologi,cal, ,historic,. or o.ther natura' or cultura' resources: or community or'nelghboriiOOd character? Explain brleny .' C3 Vegetation or fauna, nSh, Shellfish or wildlife speclas, significant habltatl, or threatened or endangered .pecies? Explain briefly: . C4. A community's exi.ting plan. or goall a. officially adopted, or a chang. In ule or Inlenllty of use of Ilnd or olher nltu,,' re.ource.? Expllin briefly ! I C5. Growth, SUbsequent developmenl, or reiated Ictlvlties likely to be Induced by the proposed action? Explain bPiefiy. es. Long term, short term, cumulative, or other effeeta not Identitl'd In C1.cS? Expllin brieny: . .~ , , C7. Other impact. (including chlngel In Ute of either quantity or type of energy? Expleln briefly: . D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA (CEA)? DYe. o No If Yes, explain briefly: ~ .. .... E. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY REl.ATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? DYe. o No If Yes, explain briefly: . . PART III . DETERMINA TION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect Identified a.bove, d'!efTTIl~el\lrether It is S~bstan.tial, large, important or otherwise significant Each effect Should be assessed in connection with its (a) setting'(I.e. urban or rural); (b) prObability of occurring; (c) duration, (d) "reverslblllty, (ei geographic scope; "nd (f) magnitude. If necessary, add atfachments Or reference supporting materials. Ensure that explanations conlaln sufficient detail 10 show that all relevant adverse impa.cta have baen Identifted end adequately addressed. If question d of part ii Was checked yes, the determination of significance must evaluate the potential Impect of the proposed action on the environmen~1 Characteristics of the CEA o Check this box if you have identified one ormora POtentially larg. or slgnlftesnt adverse implcts whlcih MAY Occur. Then proceed directly 10 Ihe FUL EAF and/or prepare a positive declaration. . o Check Ihis box if you have detenmined, bssed on the Infonmltion and Inllysis Ibove snd sny SUpporting documentation, that Ihe proposed actio WILL NOT result in any significantldve..e anvironmen""lmplets AND provide, on attachments as necessary, the reason. supporting Ihl determination. Name or Lead Agency , ..: ,~-. .:. Print or Type Name ot ResponsIble Office', J~ Laid Ag.ncy Date SIgnature of ResponSible Officer In Lead Agency ,Title ot Responllb/e Officer ---~ . . II, ~ ~ ~ C':'~~~_,>, ". "'-'-'1r. .~ _~u_.! ic-~ _~.~~,.,::'. . ': ... - ~- ~-~""--';-",~.~,.,-.~.,,.," - ~~~'.: ,~"-- - -.. -- --- ~ <."4-" '_c, ">,-. , ;--'" _ ,I!ll:l ~. ~~...! ~, "~A '" ~ ~.'- ,-:~~~- - ~=~- COSTELLO MARINE CONTRACTING CORP<C::.,- DOCK BUILDING. JETTIES. BULKHEADING . STEEL & WOOD PILING. r:,-o,c:rs ""'-"'----~._...,,~..'-. .--, ,-"..-._,-----. ;:~~c =,>-~H,~~HEET' f'O.BOX2124. GREENPORT,NEWYORKI1944. (631)477.1199l477~1393,jj';~hJ AUTHORIZATION FORM I, \.5CI)) J7 G LI7/~ A/ (Name) owner of Pt!u ff:j'..7Y (Business/Property Name) located at 3.:(0 P/tPK /t?'l 1!t;r7117Z'{!{ ;0.'1 / /~.s/2. / /' do hereby give Costello Marine Contracting Corp. the authority to act as agent In my behalf in applying for all the necessary permits for work to be completed at my above referenced property. I , . '1 r3 /tcU-t- C 7 Date ~ )lJ 7!v~~_.____._ Signature . Ho llVtlLV\ . . Town of South old L WRP CONSISTENCY ASSESSMENT FORM A, INSTRUCTIONS , 3 All applicants for permits* including Town of Southold agencies, shall complete this CC\F 1"1 proposed actions that are subject to the Town of South old Waterfront Consistency Review Lel\\ !ill; assessment is intended to supplement other information used by a Town of Southolcl ag':I1CI III making a determination of consistency, *Except minor exempt actions including Bill/ding /'''I/!::I,\ and other ministerial penn its not located within the Coastal Erosion Hazard Area ~ " Before answering the questions in Section C, the preparer of this form should revic\\ 11r" "1"::11'1 minor action list, policies and explanations of each policy contained in the Town of SUlIll10lcl Fu,a! Waterfront Revitalization Program, A proposed action will be evaluated as to its Slgl1llk li]{ beneficial and adverse effects upon the coastal area (which includes all of Southold To\\n) If any question in Section C on this form is answered "yes", then the proposed action may alkcl lire achievement of the LWRP policy standards and conditions contained in the consistency review LlII Thus, the action should be analyzed in more detail and, if necessary, modified plioI' to ll1:lklll~ ,I determination that it is consistent to the maximum extent practicable with the L WRP PUII', standards and conditions, If an action cannot be certified as consistent with the L WRP pol 1(1 standards and conditions, it shall not be undertaken, A copy of the L WRP is available in the following places: online at the Town of SOlltholcl 's II ,'ilSIIC (southoldtown,northfork.net), the Board of Trustees Office, the Planning Depal1ment, a!llu",:1 libraries and the Town Clerk's office, B, DESCRIPTION OF SITE AND PROPOSED ACTION SCTMII I"J 3 -7 - 8 The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. 0 Board of Trustees ~ I, Category of Town of South old agencyaction (check appropriate response): (a) Action undertaken directly by Town agency (e,g, capital construction, planning activity, agency regulation, land transaction) o o (b) Fmancial assistance (e,g, grant, loan, subsidy) (c) Permit, approval, license, certification: ~ > Nature and extent of action: a JL _I _ / .110 ~cL . Location of action:32':J -;:;'1:... A I4'nv~ Site acreage: /. 7~'5n:;):H;tt;:'-;:~:'I(:,;';' ; Present land use: 5In9/~' &';/y P/"<:'rll'~("1 ", ," " . Pr~sent zoning Class~fiCllti()ii:<.1/0::i,:'5i~i t.;;~j r %,d,lllud . - "~'~"";~:;rL':'!\Jli.: 1.":' - '.:":" ~;v:":~::. !' ,. . 2. If an application for the,prol'!>,s~ action~hl\S been filed with the Town of Southold agency, the followll1g information shall be provide4:, "",". ,il, ,f (a) Name of applicant: 13Jld.iltlmtli1 (b) Mailing address: 'l1-J AJ}:'91t3 ,l'1afl.,lul:r '.XJY'//f{6;:;J I .. ('c) Telephonenumb~~:~~~~~~~(,;,)'6jj_ ';;98 <'48X ' . , Molh lucl::. ~ " , ,;':: .",L,:,;,:c.L',:. (d) Application number, if !lilY;' . "" '.,', ' ." ',' ",'~ I, "; J ~'.d i 1 i [!;' l':~ f'l' ' I t ".:;"\;.t.,.v, . '",!- I,',',',,', Will the action be directly imdertaken; r~\!4'e,t\mding, or"approval by a state or federal agency? Y es~ No 0 , If yes, :'Yhich state 9r. fodcralagency? J!ll' ") ,OJ ;,~.\ . "....;.,;.' I DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southoid tha~enhances community character, preserves open space, makes efficient use oC infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See L WRP SectiOD III - Policies; Page 2 for evaluation criteria. "; ,; " , " .', " I'~U! .;' ,J"; ~Yes 0 No 0 Not Applicable",I I ".... 01 ..., ",''','.. '14, ~('t '<""l ': '~ ' : >. ','1 ; j '''.: ' , .' ,\:, I,,., : ,~ l' , , ' . I" ~', I I' ,r.' ' ,;',:,' ,!",' Attach additional sheets if necessary , ,I, :" I,,;, Policy 2. Protect and preserve historfc and archaeoloiical resources of the Town of South old. See L WRP Section III - Policies Pages 3 through 6 for evaluation criteria DYes 0 No '0 Not Applicable >. gd 5dO '4;& " > Attach additional sheets itnecessa' . Polley 3. Enhance visual quality and protect scenic resources throughout the Town of South old, See L WRP Section III - Policies Pages 6 through 7 for evaluation criteria . - - ',. ",~ .',' J 'J') .h.1dJI1\I\!~'. 'il.'j {';,I(\I'! :J'I"i'"(i{ vHj!~t~il "11/: ;; , [J Yes 0 N~ 0 '~'ot A~plicable ,i : I ,,,'" ;, ,'.-,.- " Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structur~sl .~nd n~tu~al}.es?~,rc~s fr?~ ,flooding and erosion. See L WRP Secthlll III - Policies Pages'8JthroughI16'for'etiiluation'crlteria' ',' '.' , , f0' Yes 0 '~~ 0 '~~: ~~~;~:~~:~b!'-,~j' "1.h1j1:'~ ~. ',j' lIi.1 d, . .. '. ' . -1hJ ~ dt": . , Attach additional sheets ifnecessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See L WRP Section III ~,Policies Pages 16thrpugil~lfor,eV!lIu,ationicrlteria; '" ',f:: "1,' ; " '0 Yes 0 No [XrNotiAP~;i~~~;~II;"- HI ;;~"l I' i , . ~4? dt!!tC!a:L Attach additional sheets if necessary Policy 6. Protect and restore thequality-andfunction'o( the Town of Southoldecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III _ Policies; Pages 22 through 32 for evaluation criteria, . , ,", . ., ' DYes DNo1R) Not AppllC:llI>I4!.i;lJIl<)', "l.,hll. J" . "Iii'''.'!'.,''"'' ,/ Yi,~;)'2l/,;Q"; Iii " ,iol., ' .\;, , " . . Attach additional sheets if ne~essary: , . ; Policy 7. Protect and improve ai~;quallty'inth.e T~wn of Southold. See LWRP Section III _ Polide, Pages 32 through 34 for evaluation criteria. o Y~s 0 No ~ Not Applicable SI(' allrd'~ Attach additional sheets ifnecessary Policy 8. Minimize environmental deg~n~Rtion III T())Vn of Southold from solid waste and hazardou, subs'tances and wastes. See L WRP Section IIl- Policies; Pages 34 through 38 for evaluation criteria. DYes 0 No ~ Not Applicable It. d .5" n-4?.r ~ 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. q, ~ Yes 0 No 0 Not Applicable . ""in tLlltzr.kPd Attach additional sheets if necessary WORKING COAST POLICIES Policy] O. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See L WRP Section IIl- Policies; Pages 47 through 56 for evaluation criteria. I;lJ Yes 0 No 0 Not Applicable .A -1017 t:lfl:zr itJ. . . 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 L WRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ~ Yes 0 No 0 Not Applicable / . ~17 (J &Ckac1 Attach addllionaJ sheets ifnecessary Policy. 12. Protect agricultural lands in the Town of Southold. See L WRP Section III _ Policies; Pages 62 tbrough 65 for evaluation criteria. DYes 0 No!)t Not Applicable j _ -{PL afhc~ Attach additional sheets ifnecessary Policy 13. Promote appropriate use and development of energy and mineral resources. See L WRP Section III - Policies; Pages 65 through 68 for evaluation criteria. DYes 0 NO~NotAPPlicable / .5ge t?&t"!w~ Crealed on 5/25/05 11:20 AM > . Date: June 29, 2007 . . To: Southold Town Trustees and Mark Terry Proposal: Remove 140' and 16' west return of existing bulkhead and replace in-like, in-place using "C-LOC" vinyl sheathing. Remove remains of existing retaining walls and construct 130' of new retaining walls in-like, in-place. Back-fill and re-grade void areas behind new bulkhead with 200-250 cubic yards of clean trucked in soil. Re-vegetate graded areas with cape American beach grasses. Backfill and re- grade void areas behind new retaining wall with 50 cubic yards of clean trucked in soil and re- vegetate disturbed areas with Beach Plum or Bayberry. Remove and replace in-like, in-place existing stairways from top of bank to base of bank and from top of retaining wall to existing wooden deck. Construct new seasonal 3' stairway from bulkhead to beach to replace destroyed and missing existing stairway. Install one new piling at offshore end of existing middle jetty and replace 4"x6" top wale. DEVELOPED COAST POLICIES 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. This is a waterfront piece of property that is presently bulkheaded. The bulkhead is failing and needs to be reconstructed. There will be no increased development and our proposal is an effort to maintain existing structures. Policy 2 Policy 3 Preserve historic resources of the Town of Southold. This property has no significant historic resources. Enhance visual quality and protect scenic resources throughout the Town of Southold. The present condition of these existing structures shows their age by presenting holes in the sheathing and leaking of backfill. All structures are existing so the visual quality and scenic resources will remain the same. NATURAL COAST POLICIES Policy 4 Minimize loss of life, structures, and natural resources from flooding and erosion. The existing bulkhead is needed to protect the upland property. This shoreline is mostly reinforced with erosion control structures. The new bulkhead will not increase flooding or erosion in this area. Policy 5 Policy 6 Policy 7 Policy 8 Protect and improve water quality and supply in the Town of Southold. This proposal will not have any impact on the water quality and supply of the Town of Southold. Protect and restore the quality and function of the Town of Southold's ecosystem. This proposal will not have any impact on the Town of Southold's ecosystem. Protect and improve air quality in the Town of Southold. This proposal will not have any impact on the air quality of the Town of Southold. Minimize environmental degradation in the Town of Southold from solid waste and hazardous substances and wastes. This proposal will not degrade the environment with solid waste or hazardous substances. 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. Our proposal will not limit public access to the coastal waters or public resources of the Town of Southold. There is a bulkhead presently existing and we are proposing for in-place construction. All . . WORKING COAST POLICIES Policy 10 Protect the Town of Southold's water-dependent uses and promote siting of new water- dependent uses in suitable locations. Our proposal is to reconstruct a failing bulkhead. The present condition of the bulkhead is poor and is unsafe. The construction of a new bulkhead in its place will allow the property owners to safely approach this waterfront. All structures are in need of reconstruction. Policy 11 Promote sustainable use of living marine resources in the Town of Southold. This proposal will have no impact on the marine resources in the Town of Southold. All work is landward of AHWM. Policy 12 Protect agricultural lands in the Town of Southold. This proposal has no impact on the agricultural lands in the Town of Southold. Policy 13 Promote appropriate use and development of energy and mineral resources. This proposal has no influence on the development of energy and mineral resources. Hand Delivery to: Town of South old Board of Trustees Town Hall 53095 Main Road Southold, NY 412 Park Avenue Mattituck, NY 11952 Au st 17, 2007 ~[E~lE~W1lErm ,I II."'> 1 ~ rr'; : i '"e , ,{," D S(]utl1oid Town Board of Trustees Subject: Mr. Bud Holman's request for wetland permit from the Hearing: 8/22/07 @ 6PM SCTM# 123-7-8 Dear James King, Peggy Doherty, Peggy Dickerson, Dave Bergen and Bob Ghosid, Jr., We, Ann and David Corieri, are the owners of the property on the eastside of the Holman property. The request for permit is posted in the front of the Holman property. The 2007 Nor'Easter devastated the Holman bulkhead, and we do not wish to hold up its reconstruction, but we have a concern regarding the additional request to "Install new piling at offshore end of middle jetty and replace top wale". On 3/3/99, a permit was granted to Mr. Holman to reconstruct his east and west jetties, but was to leave the "center groin undisturbed". See Attachment #1. On August 15, 2007, you went to the site of the proposed alteration, but because it was high tide the center jetty was covered. We had taken photographs of its current condition on 8/11/07 and gave you copies for your records in case you couldn't return during low tide. See Attachment # 2. As you can see, there are only occasional sticks as remnants of what used to be a groin- no top wale is there to replace. The littoral drift is west to east and the construction/reconstruction of this groin (such as increasing its height by adding a top wale where one does not exist) restricts sand flow eastward to our property and others on the coastline. A full explanation by First Coastal can be reviewed in Attachment #3. Thank you for your consideration in this matter. Sin~~ ';Jj~ C~ Ann Corieri David Corieri IlIV ygu STlUE olPMTIWIT lIl' ElIVlEDllMEITAl ClIISEIVATlOII ~EC PlRKIT MUMBEE : pin E"Ec:rIYE DATE 1-473I-DaOl9tODODl M.rch' 3 ,_ fACILITY/PROGRAM ~ECSI , EXPIRATION DATECS) ; , under the &vi r___t.l M.rch 31. 2004 ; C...._tl... l... , I TYPE OF PEIIMIT . NOlI! a I_L a Modlflc.II.... a p....lt .~ Construc. . . Ii Artlcl. 15, TlU. 5: pro.ection . 6IffCU 601: "'tar _LltY of Wa..r. ..rriftcaIIOft [] Article 15, TitLe 15: .....r C ArtlcL. 17, TII'~ 7, 0: SPoES S"""lv a Art;.L. It: A; r "'Hurlcn [] .rtiel. 15., Title 151 ""'tel" Conl:rol : Tr8lUport a ArtleL. 23, TltL. 27. Mined a Art:lct. 15, r""l. 15: L.artg t..-d .lICl....~'Gft 1.1_ ~.llo Artlcl. ~. 'roohwo..r w..\andI C [] Artlcl. 15, Tltl. 27: wild, SeMie _ i.era..f_l Ii""'. .. Artiela 25. TIdal Wod_ Cl P...II 10 Operat. a Artlcl. 27, Tltl. 7: 611TCU 360: solid ....t. ......._1 [] Articl. 27, TIU. 9; 6IlTtU 3n. N......... \/ost. __t o Artfc\. J41 Coewtal Ern'" __I C Arelel. 36. floodploln MenagClllef\C .0 Artlel.. r, 3, 17, 19, 27, 37; 6NYClII 380. RoIdlael... C.....ol I'O"IT .SSUIlD TO TELEPHONE. NUMBER ~.:;;;'-;-"'--- , . Bud Itol...., : is ili. ('I" 291-4825 ADDRESS Of PEIM ITTEi , I U ,-". .. . PO Bot 91B ; ,n M,..ttucW NY 11952 , C~p . -1\1 .....~ - CDMTACT .EISON fOR DEIMITTED ~ L.- TELEPHONE NUMBER Coot.llo M.rlno contr.ctlno COrp_ . '516) 477-1199 PO SOl 21Z4 Or----rt NY 119441 ;TI'\~r' ~"., ',,-: : NAME ANa ADDRESS OF PROJECT 1fAC~ LI TY i v v ~",. , v. v',-, - .- 'Hol-. Pro!>4rtv 350 Pork 4".nuD :-1 LOCATION O~ .ROJECT/fACILITT , SCTM "000-123-7"8 "'.tt I tuck. .- - COUllTT r- \UT~RCoua~ Nfl" OOOIDINATES S~ffolk SOI/thcld ~I'e.t Pec:Oft; c Sey ~ '. DESCRJ:P~J:ON OJ' AtJ'rsbRIZZD AC'.r:tVI'rY: , I , I, :...."'....r...: two e21 t_pr.,n.i Iralna, .och 54' La", .... ]4. ..'ow 'Cop af :-a..U~"...a. \/he groIn to b. sIIortenod \0 ft. 'I , I ..nd. ...t: groin to be .~tended 4! fl. Cencer sroin to ~i" urAitcutDeQ. r..:CGMer~t l<<lit buLkh.1Id ret;urt'l (14 h.) :,,- . ; kfrld/in-ploce. , i _ BV OCC...._. 0' chi. por\oll, eho "..In.. ...... tftoc tII. ,,"",I. 10 c:am:1......t ..... atrlc. c_II_. IIlth tho Eel; oil _lie..,l. r..ulnlcne, CA. _.L Candltlono _Iflocl C_ pq. 2 & 31 .... _ Speclol ~iti_ Includold .. port of thlo penlllc. . 'lIMIT AD"INIST"'TOR. ADIIUH George W. Ha~rth IflR Bide. lIl40, SUllY. n_ .rook, NT 11790.2356 ; AII;;;~ZED SIGM~ DATE :a!' , M.rch 4 1m Page 1 of 4 The Impact of the Holman Groin On the Corieri Property 350 Park Avenue Mattituck Town of Southold Suffolk County State of New York Coastal Geology & Coastal Process Analysis Prepared For White & Cirrito, LLP Prepared By Aram V. Terchunian, M.Sc. First Coastal Corporation Post Office Box 1212 Westhampton Beach. Long Island New York 11978-7212 5162882271 5162882271 FAX www.firstcoastal.net aram@firstcostal.net June 6, 2001 In"!>a.s ofth. Holman Groio - MoIliIudc. Sol6oId, New Yor!< PrqloredForWbite&CDrilo.lLP 6/6I01-Pago 1 ofl9 . .->. --":"'~'-".- ,","q--:~:;~., -.~.,. .1 ~aL ~'^r ,.,''''-'_''..- ''<"-''C ""-"';",=!'.'TJ!"'''''''.r\','~~~W'11''!r;~:~.," " ., -""~~l - Table of Contents 1. PROJECT SCOPE. ENVIRONMENTAL & GEOLOGIC SETTING ........~_............................4 il PROJECT LocATION & Score......................................................................................................4 1.1.1. Proiect Location.................................................................................................................4 1.1.2. Proiect Scope..................................................................................................................... 5 1.2. ENVIRONMENTAL SETIING ..........................................................................................................5 1.2.1. Site Descriotion & Location ...............................................................................................5 1.3. COASTAL GEOLOGIC SETIING .....................................................................................................5 1.3.1. Generalized Coastal GeolollV....................... .......... ............................................................ 5 1.3.2. Surficial Sediments and Soils..............................................................................................5 1.3.3. Generic Littoral Transvort. Beach. Bluff. and Dune Processes.......................................6 2. GEOMORPHOLOGY. INLETS. CHANNELS. AND SHORELINE STRUCTURES...~............8 2.1. AREA GEOMORPHOLOGY AND SHORELINE SHAPE .........................................................................8 2.1.1. Shoreline Comoartments.lnlets. & Channels......................................................................8 2.2. COASTAL & LITTORAL PROCESSES ..............................................................................................9 2.3. SHORELINE STRUCTIJRES.. ..... .................... ................................................................................10 2.3.1. Groins and Jetties ............................................................................................................10 2.4. THE HOLMAN GROIN.................................................................................................................14 2.4.1. Reconstruction of the Holman Eastern Groin ...................................................................16 J. CONCLUSIONS AND FINDINGS ....~...........................................~............................................19 II COASTAL GEOLOGY & LITTORAL PROCESS ................................................................................19 3.2. GEOMORPHOLOGY. INLETS. & SHORELINE STRUCTURES ............................................................19 3.3. THE IMPACT OF TIIEHOLMAN GROIN .........................................................................................19 3.4. PoTENTIAL REMEDIAL ACTIONS ................................................................................................19 Table of Figures Fimre 1: Location MaD of the Studv Area...........................................................................................4 Fimre 2: USDA Soils maD of the Droiect site showinfl the Riverhead and Beach soils..................6 Fimre 3: Generic illustration ofLon'{.shore or Littoral Transoort. which moves the sand alonf!. the beach in resDonse to waves strikinfl the shoreline at an obliaue anflle. ..............................6 Fimre 4: TVDical cross section of dunelbluff. beach and nearshore system identifVinf!. sDecific zones .................................................. .............................................................................................. 7 Fimre 5: 1999 Aerial Photof!.raDh of Shoreline (Source: Suffolk County Planninfl DeoartmentJ. Note the well-defined navif!.ation channels offshore of both James and DeeD Hole Creek. Also note the nearshore bar system and the builduD of sand on the west side of each inlet. All of these features confirm the littoralllonflshore transDort direction to the east reDorted bv Eisel. 1977..................................................................................................................................8 Fif!.Ure 6: Littoral Drift MaD showinf!. the dominant direction of sand transDort within the study area. (Eisel. MT.. 1977. Soecial ReDort 5. Marine Science Research Center. Reference 77- 11......................................................................................................................................................9 ""IRS] c;.ifaL ~ of the Holman Oroin. Mdilud<. SoulhoId, New YexIt Prq>ared For While" Cirrito. u.P 6/6/01 . Pap: 2 ofl9 I I I I I I I I I I I I I . . . . . 1. Project Scope, Environmental & Geologic Setting 1.1. Project Location & Scope 1.1.1. Project Location The study area is located in the Hamlet of Matti tuck in the Town of Southold, Suffolk County, New York. The study area is bounded to the south by the Peconic Bay (Figure 1), to the north by Dexter, and to the East by Sheehey and West by Holman. 'b.r. 0' \" 0'" .l,,~'" ,,,,0 '08 21110000 r[n c~iJi.~6g~~~}:i 172"30' / \"'~'_"_ " _ . B....~.-._-' . 41"00' \j,~(" -" '. ., ~'.> ',~. ".. .RrJ I"l ..@ _\.~ ..; ,., .._". 31 ... 32 :, ". "t<:"l- .- ~ I,... \ ~ II~ l ._ ,. _: J I(;! agh'f':-BM Z :,' ':~ "" ( I I-~ ::: ~ M._, ~h.. :-:,...- 25 ~:: ~~ ".; '!I t :J ~ j:~~ _'-"'_~"':t. I, I l~" "'- ..~. _ ,;. ,'.'" lo I I 1"'- I.' ";) :, / . ... '\'6-.".: 'I::J ,r-. ,I ~ ,I t 1Il M'unutooka': . ,i ,1:/;5 I 2t-L._.~,~J.f,i' ~.~ ,'.POIK'. :. t. 5LJIi.~OLK .:-..--- -----~.~. '\'. If"f~ "" w I , ,-' . .;J...~._...,:..,--,.,.,....':.., -~ ~, . :,~ \. '~- :i I - -~4"__ -~lIoo..- \: ':\':.;i./~,:--~;.,-::\:t2 '~;~ \,"\, ..,~. '\:-..1" ~ ~_~_,:>>--1--!!--;;': ~'. 'BMl'"~'., -., ~. _"",1:.% ,', "'-- [ ",' ,1"'. .,, ,\;. ':...... '<,_ ._, ~ _,','. . l'" ',' "'" r ", I i ,0 ',"'",/.'" ..", "''C. .. '~":j. ~, " ~, jl, 1', ~", ::~ 't 'i..;.?3 '.;';-t. ,:1l" ,....-;~.~.~~" . ;. . !". 1"/._ .y,);,-~\~'. i " - III I' '.:,.....",'. ',", .,~_ .,,,' ~ ',. ,,\~ I. ".... ' ,-.~ ,", I I', ,t'- ~ 1 ~',".",.;*, i ' ,I" . , ',, I "".....,... ' , ...._. '...-" _~ ". ".f' 1,1 ~, ' '.. ~.---.... I' I,'r.', " ':. '\.. .. ',. '''_ ~,y I 1-' . -- -.,\.-,. . ."(). ".-~~~- :.~~ .~~~ ~:\::. .;\, ~ ',:-- ,:;,,:"':":"-.--,.~~'~~\'~~;': &_,~-~~.. 'I'" ,~ .'?' D \- '. 'Airport V"-:';-';" :\~"'1;--':' - , .. I..Ma.rratooka 4540 ;f\~,.. \<',,:,_ ' ; : /~~:.,.-_-~iC;:~:<~~~\':, ')~~~~ -;;J~~~ Potnt /', \'C ..... \ \ .~:...... :./,)::;:: i ~,,;j~ . :.:) q.;. . 2 Project Site' MATIITUCK QUADRANGLE NEW YORK-SUFFOLK CO. 7.5 MINUTE SERIES (TOPOGRAPHIC) :> -. 2 280000 HET -' , \"~ ,. , 1', Figure 1: Location Map o/the Study Area MaL Imp." ofth. Holman Groin . Mattilud<, Southold, N...v Yor\< i'rq>ared Foe While&. Cinilo. Ul'616/01 . Page 4 of19 - 1.1.2. Project Scope The scope of the project is the Corleri property and the surrounding beachfront properties to the east and west. This report will evaluate the impact of the Holman groin on the Corleri property and the potential alternatives to alleviate any adverse environmental impact. 1.2. Environmental Setting 1.2.1. Site Description & Location 1.2.1.1.Shorellne Features The study area of this project includes beaches, bluffs, dunes, inlets, groins, and jetties along the Great Peconic Bay shoreline in the vicinity of the Corleri and Holman properties (See Figure 1). 1.3. Coastal Geologic Setting 1.3.1. Generalized Coastal Geology The study area is a recent beach deposit on the Great Peconic Bay shoreline of the North Fork of Long Island. The spine of the North Fork was formed by glacial activity during the Pleistocene Glaciations, which left behind an assemblage of sediments to form the Roanoke Point Recessional moraine. As the glaciers gradually receded approximately 18,000 years ago, the meltwater and wind processes transported sand and sediments to the south forming an outwash plain that is today recognized as the Great Peconic Bay shoreline of the North Fork (Sirken, 1995 and Eisel, 1977). Gradually sea level rose and coastal processes reworked the sediment along the shoreline into the current configuration. 1.3.2. Surficial Sediments and Soils The surface soils of the study area are identified on the Soil Survey of Suffolk County (USDA Soil Conservation Service, 1975) (Figure2) as: Bc _ Beaches: Sandy, gravely, or cobbly areas between water and mean sea level and dunes or escarpments. All of the beaches along Long Island Sound are very gravely and cobbly. Covers 1.2% of ground in Suffolk County. Rd A _ Riverbead: Deep, well drained, moderately coarse textured soils that formed in a mantle of sandy loam or fine sandy loam over thick layers of coarse sand and gravel. These soils occur throughout the county in rolling to steep areas on moraines and in level to gently sloping areas on outwash plains. FlRSI c;;.ifaL Impaa oI'the Holmon Groin - MlIttiludt, _Id, N... Yark Pr<pared Foe White" Cisrilo, UP 6/6101 - Pap' 01'19 I I I I I I I I I I I I . I I I I I . Figure~: VSDA Soils map of the project site showing the lVverheod and Beach soils 1.3.3. Generic Littoral Transport, Beach, Bluff, and Dune Processes The coastal processes of littoral (longshore) transport, driven by the wind, waves, and tides have gradually reshaped the underlying soils into a characteristic beach and low bluft7dune system common to the Peconic Bays. Littoral transport or drift is the alongshore movement of sand along the beach in response to wind, waves, and tides. Ordinarily, waves will strike the beach on an angle and move sand in one dominant direction (Figure 3). The supply side is called the updrift and the receiving side is called the downdrift. > .z:lquq ~n>elIt of ~ (\;I\o(al dnfl) r~poridl/'9 ~ runll!' Md (et1If'n of walle' ~"'M(itt Figure 3: Generic illustration of Longshore or Littoral Transport, which moves the sand along the beach in response to waves striking the shoreline at an oblique angle. MaL bq>a" of the Holman Groin - Mattitud<, _lei, New Yorl<. Prepared P... While It Cinilo, UP 6/6/01 - P...6 01'19 I. I I I I I I I . . . . . . . . . . . A large amount of sand is also moved along the shoreline as submerged nearshore sand bars. These sand bars break wave energy and this helps protect and stabilize the beach. They also supply large volumes of sand to the beach. In"'''' I ~~... :;::, 8' u JuGh". ~<. ~r"'lD' /.Ix1<. '..vA~C 'f()(c r~ v,..,J, ~ormY" Figure 4: Typical cross section of dunelblujJ, beach and nearshore system identifying specific zones Sand on the beach is moved by wind into dunes and stabilized by seaside vegetation, including American Beach Grass, Dusty Miller, Seaside Goldenrod, Bayberry, Beach Plum, Rosa Rugosa, and other salt tolerant grasses. Dunes typica11y form of accretionary or stable shorelines. The dunes on the Peconic Bays are typica11y low profile, usually not more than 10 to 12 feet above sea level. The source of some of the sand on the Peconic beaches and dune are the eroding bluffs. Sand eroded from the bluff is entrained in littoral transport and moved laterally to maintain and nuTt\lTe the beaches and dunes as described above (Figure 4). ~aL ~a" ofth. Holman Groin . MaItilud<, Southold, New Yor!< Prq>arod F... WbiIe It. Cirrilo, UP 6/6/01 . Pap 7 of 19 I I I I I . . I . I I . . . . . . . . 2.2. Coastal & Littoral Processes On the subject site, the sand moves dominantly from west to east as demonstrated above, and as reported in the scientific literature for this area (Eisel, 1977 - Figure 6). Normal day-to-day processes and storm processes move the sand to the east in littoral transport as described earlier. As a consequence of this dominant littoral sand transport, sand builds up against the west side of James Creek and Deep Hole Creek. Simultaneously, sand is eroded from the west side of James Creek. Project Site , . '. Direction of Longshore Transport I ndicated by Arrows Figure 6: Littoral Drift Map showing the dominant direction of sand transpol1 within the study areIL (Eisel, M. T., 1977, Special Repol1 5, Marine Science Research Center, Reference 77-1) Q:it'aL ~ad of the Holman Groin - Maltiluck. Southold. New Y,,", Ptepared For White '" Cirrilo,ILP 616101 - Page 9 of 19 2. Geomorphology, Inlets, Channels, and Shoreline Structures 2.1. AI1NI Geomorphology and Shoreline Shape 2.1.1. Shoreline Compartments, Inlets, & Channels Shorelines in the Peconic Bay are divided into sections called compartments, within which . sand in usually transported in a similar direction, e.g. from west to east. Natural features, such as inlets or headlands, or artificial features, such as jetties or groins, or a combination typically demark these compartments. Two well-developed inlets James Creek to the west and Deep Holes Creek to the east define the study area compartment. Both of these inlets have been stabilized with bulkheads or jetties or both (see Figure 5). Figure 5: 1999 Aerial Photograph of ShoreUne (Source: Suffolk County Planning Department). Note the well-defined ntllligation channels offShore of both Jamn and Deep Hole Creek. Also note the nearshore bar system and the buUdup of sand on the west side of each inlet. All of these features confirm the littoralAongshore transport direction to the east reported by Eisel, 1977. ~aL ~act .fthe Holman Groin - MaI1iud<. -.Id, New Yoolt Ptq>oredForWbite&CirriIo, llJ>616101-Pap>SofI9 . . . . . . . . . . . . . . . . I I I 2.3. Shoreline Structures 2.3.1. Groins and Jetties Groins and jetties are similar structures, which are used for very different purposes in coastal stabilization. Jetties are used at inlet entrances to block the flow of sand into channel and thus preserve navigation. Groins are used on the open beach to deposit sand for a recreational or protective beach. Either structure can be constructed of wood, metal, plastic, rock, or similar structures. Although the uses of groins and jetties are different, their impacts are similar, and thus the reason that they are often grouped together. Groins may be used either singly (Figure 7) or in groups (Figure 8), depending on the desired condition and the site-specific configuration of the shoreline. lEACH Grol. Adjnhd Sbor.Il.. - DirectiOl of lilt Lonlsbor. TrOlSPlrt Figure 7: Typical layout and impacts of a single groin on a beach (Source, Shore Protection Manual, US Ar"9' Corps of Engineers, 1984, Page 5-36) BEACH Ori,inal "'";::;;:''''' .. .... , 5110r.hn. ~!~j;~"",,:.. ":fi::::;'~"':",,'::~('::":"'" ~?'("""::i':::'''U . ....:;., ":7';~:::" .....Iiiiii...::::~f.( ......z.::;~:.:::~;~;;:.. ,.......:;~~;:/i.;~'" Groin Adjust.d 1 Sllor.lin. Dir.ction of N.t Lon,sllar. Transport Figure 8: Typical layout and configuration of a multiple groin field. (Source, US Corps, 1984) l':i;:1 (,._',{,:zL Impact of the Holman Groin - Mattituck. Southold, New York Prepared For WIUte & Cirrito, LLP 6/6/01 - Page 10 of 19 In either case, the object of groin construction is to cause sand to deposit in one specific location (the updrift side) and to prevent sand from depositing in another location (the downdrift side). It is this specific function of groins, which has prompted the US Army Corps of Engineers (the primary federal agency responsible for coastal stabilization engineering the United States) to develop very specific design, construction, and reconstruction rules. For example, the Shore Protection Manual (which is the recognized design standard in coastal engineering) developed and written by the Corps outlines six rules for groin design: RULE 1: G"t'oins <=1 an~y be ussd to intsrJ'Upt ~cmgsho1'e transport. RULE 2: The beach adjustment nsar groi1UJ r.ri.H depend on t1ua m:>gnitude and di N"tion of t1ua tongsho.... tmnsport. RULE 3: The g>'Oin-indu"ed ac"umu~ation of ~cmgsho1'e drift on the fo1'fiJ- shore r.ri.H rrodify ths bea"h profits, ldJi"h r.ri.H then try to 1'fiJestabtish its natum~ shape. RULE 4: Water pushed by wvss into a (T1'Oin eompa7'tmBnt r.ri.H s"'""times ...tUI'!1 offsho.... in the fo"", qf rip "UJ'!"Bnts a~orrg t1ua Bidss of groins. RULE 5: The per"entage of the tongsho.... _port ,,*iM bypasses a groin rJiH depend on groin dimensions, fiHet di....nsionB, wter uve~, and wve ,,~imats. Ru~e 6: The ~ongShoN drift that is aoUe"ted in the updrift fit~et is prevented f1'01ll 1'eO.Ohing the doo1ndrift area, .me1'8 the sand bal.anoe ill upset. Source, Shore Protection Manual, US Army Corps of Engineers, 1984, Page 5-35 to 37 In particular, Rules 4 and 6 warn of erosional consequences from poor groin design, including diversion of sand offshore and erosion of the downdrift beach. The Corps also developed engineering standards for the length and spacing of groins: The spacing betl<le8n g>'Oins shouU equa~ tlJo to three times the g>'Oin ~81IfJth f7'01/l the bBl'rll "Nst to the seeward end. Source, Shore Protection Manual, US Army Corps of Engineers, 1984, Page 5-450 MaL ~... oflb. Holman Groin - Mottitud<, Southold, New Y 011< i'rq>araI For Wbile & Cirrito, LLP 616/01 . Page 11 ofl9 In addition, the Corps has gone as far as to advise coastal engineers and other professionals of potential legal consequences from failure to follow the fundamental design principles, including prefilling the groin compartments with sand, proper spacing and length, and constructing the entire project in order: 11. Y.ial Aspects. The legal considerations discusaed previously in Section V,3 of this chapter are alao applicable to the construction of groina. Legal problaas are varied and often complex, due to the diveraity of legal precedent in different juriadictions and the application of the factual aetting to a particular body of law. Previoua information on the functionsl design of groina esphasizes the fact that adverse downdrift ahore eroaion can be expected if the updrift side of the groin is not artificially filled to its iapounding capacity at the tiae of groin construction. Liability for property damage insofar as tlla Federal Government is concerned will be determlned with reference to the Federal Tort Clailla A<:t. It is therefore incumbent on tlla owner of groin-type structures to recognize the legal implications of this coastal structure in order to plan, design, construct, and ..intain tbe structure accordingly. It is thus prudent to aeek legal counsel at the earliest stages of formulation. Source, Shore Protection Manual, US Army Corps of Engineers, 1984, Page 5-56 The Corps developed a detailed procedure for the order of groin construction, to ensure that an adequate supply of sand is supplied to the downdrift beach. Furthermore, the Corps recommends that all groin compartments be prefilled with beach compatible sand to facilitate the bypass of sand to downdrift beaches and minimize downdrift beach erosion. 8. ~ of Groin Construction. At sites where a groin syste. is under consideration, two possibilities arise: either the groin ayat_ la to be filled artificially or longahore transport ls to be depended on to produce the fill. With artificial fill, the only interruption of longshore tranaport will be the period between the tilDe the groin aystem ia constructed and the time the artificial fill is made. For ec.onomical reasons, the fill 18 normally plac.ed in one c.ontinuous operation, especially if it is being accOlRpliallad by hydraulic dredge. Accordingly, to reduce the time perlod between the groin construction Snd the deposition of the flll, all groins should prefersbly be constructed concurrently. Deposi- tion of the fill should cOCllBence 8S 800n 88 the stage of groin construction peraits. When depending on longshore transport, no groin will fill until sll the preceding updrift groins have been filled. This natural filling will reduce the supply to downdrift beaches. The tille period required for the entire system to fill naturally and the aaterial to resume its unrestricted .ovement downdrift ....y be so long that severe downdrift damage ..y result. Accordingly, to reduce this damage, only the groin or group of groins at the downdrift end should be constructed initially. The second groin, or group, should not be Itarted until the first haS filled and uterial passing around or over the groins has sgain Itabilized the downdrift beach. Although thb Ilethod I18Y increase COIU, it will not only aid in reducing dauge, but will also provide s practical guide to the spacing of groins. Source, Shore Protection Manual, US Army Corps of Engineers, 1984, Page 5-56 ~1. Impa'" ofilie Holman Groin - Moltilud<, _old, New Yor\< I'rq>ared For Wbile & Cirrito. UJ' 616/0\. Page 12 ofl9 - Finally, the Corps developed a detailed engineering procedure for reconstructing existing groin fields, which includes tapering of the downdrift groins to minimize disturbances to the downdrift shoreline and to reintegrate the flow of beach sands into the natural system (Figure 9). fNormal sP/ng r- Sn snis'iszTs31 Groins "~~,,~;~~~g{~1~1 "'......,. /....,.::;::: ( "'~~(~~ 1{i; I "., n ".. 1 ~ Normal Length ~\t~ii~~ {~ I, " Original Shoreline Adjusted Shoreline Figure 9: Groin taper design recommended by the US AJ"n9' Corps of Engineers (Source US Army Corps of Engineers, 1984, Shore Protection Manual, Page 5-45) In addition to this detailed design standards developed in the "Shore Protection Manual' , the Corps also prepared a more simplified "Coastal Engineering Technical Note: Groins- Their Applications and Limitations" (attached), for use in design and permit guidance. This Technical Note of eight pages reinforces the guidance in the "Shore Protection Manual" and stresses the fact that "the accumulation of material (accretion) on the updrift side is accompanied by a corresponding amount of erosion on the downdrift side of the groin", (page 1-2) This Technical Note also includes a section on "Functional Limitations", which underscores the problems with inadequate sand supply, the order of groin construction, and the recommended practice of prefilling groin compartments with beach compatible sand (see Pages 2 - 3). Repeatedly, the Technical Note specifies that groins will only work where there is an adequate supply of sand, entrapped sand can lead to downdrift erosion, the groins height and length must be chosen to maximize updrift filling and minimize downdrift erosion, groins must be stable against earth pressures and resist scour, and constructed to be prevent flanking (see page 6 & 7 - Design Considerations). PR,"'l C.1fJ:5t~ Impact of tile Holman Groin - Motlitudc. SouthoId, New Yor!< Prepared For White & Cirrito, LLP 6/6/01 - Page 13 of 19 I. , - 2.4. The Holman Groin A series of groins and bulkheads were constructed along the shoreline in the study area compartment (Figure 10), for the purpose of beach stabilization. Three such groins were constructed on the Holman property and two on the Corieri property. . , . . . . . . . Figure 10: Close up aerial photograph showing the groins and bulkheads in the study area. In 1999, Mr. Holman was granted permission by the NYS DEC (Figure 11) to reconstruct and lengthen the eastern (downdrift) groin by four feet to 54 feet, and to reconstruct and shorten the updrift groin by ten feet to 54 feet. No action was authorized on the middle groin. The NYSDEC permit also required the seaward end of the groins to be reconstructed 34 inches below the top of the existing bulkhead. The height of the pre-existing groin was not identified. Moreover, the height of the groin at the intersection with the bulkhead (the landward end) is less than 34" and thus higher than the seaward end. In other words, the top of the groin is not level, but rather is angled upward towards the land. . If')' CCo'i?!at Impact of the Holman Groin - Mattituck, Southold, New Yor!< Prepared FOf"White & emla, lLP6/6101-Page 14 ofJ9 ~ . 1 ~ .\ , \ ,-~ ,......~ . I "W(I_"'_+~_ "'-if1 .. "L. ......,.. (_... w.~ ' _. .) - I , ~ - , I ..... UMIL I , ".,.. V"~ ~ . ~ tU,... ~""" "'.D:1Ioll.. ~ ..,_.u~~ 1oI'{. ft ...". r QIW. .""""". _.~;l4r.__ ....., ........ .,.. t1Mf'IT\III&." "'" ,""" .I.aIIo.l .... - - ~...w.II.... ~, _._..... I I :. -- (/) .. ".' I I -.... .- ( :Hi~ ! ~' ,-- ~I\"" v~-. \ \ \ :~. , , "'L.~ ('I~;..:") ..-"" , - ~, '- @) -- I I '....... ~\C....., , . '. . .,,--~~ ,... ~ ~114 ....... L....:;n .. ........... &..tIII4 - lIllllIII_ ............., maw~. ....... .:11ft>"" .... ..........-- ) ........ ~.. _ &M'I"J .PFP.......... ftaCCH.....-.uc:.T -'" 8ILIlMN.....C..1'! .. r r......, ~......, .............. . ..... ~-1 ......-r. _... -- aM. .. ~ .1 __. . . .,.... . ' Al'fI.4.__ .... .. ~ . .\....D ~.__ :0." - ",Jd'r _ . -l2ifl'.DDDl l' fA' ~'..S ~ .. j, ~...... S" ~ ~ ~...~ ~,A""".'" ,,,4p... Figure 11: NYSDEC Permit # 1-4738-02089/00001 & Survey of Holman Property I bq>ad of lb. Holman Groin. Mattitud<. Soothold, N.... y"", l'r<pamlFor While" Cilrllo,ILP6/610l. Page Il ofl9 I lit" I Oi<faL ~ III III III III - - II -- .. III III III III , I , The distance between groins is 55 feet, which yields a groin length to spacing of 1 to 1, not the 2 or 3 to one recommended by the Corps. A groin length of 18 to 28 feet would be consistent with the Corps engineering standard. 2.4.1. Reconstruction of the Holman Eastern Groin Apparently Mr. Holman reconstructed the eastern (downdrift) groin to the specifications of the NYSDEC permit, but took no action on the updrift (western) groin (Figure 12). The easterly groin was apparently of the style and materials consistent with the area, which is timber tongue and grove, similar to other still existing groins. Two features of the reconstructed groin are different than the old groin and especially noteworthy are the increased groin length and the interlocking, impermeable PVC sheathing. The longer length of the reconstructed groin is a matter of record. The permit states that it is four feet longer and the field examination by the NYSDEC between July and September 2000. Clearly, a longer groin will intercept more sand and thus cause more erosion downdrift. Holman East (Downdrift) Groin - _.~ .. Corieri Groin , \ ~ Figure 12: Photograph looking west (updrift) from the Corieri property showing the reconstructed eastern Holman groin and the western Holman groin. Note the new PVC on the eastern Holman groin and the lack of sand in front of the Corieri property. ~IR""1 eM'!"-'. Impact of the Holman Groin . Mattituck, Southold. New Yorlc Prepared Fa< White & emto, LLP 6/6101 . Page 16 of 19 - Figure 13: View of the HolnuUI groins. The photograph was taken whUe standing adjacent to the Holman easterly groin and looking updrift towards the westerly groin. No action was apparently taken on the updrift or westerly groin, or on the intermediate groin (Figure 13 & 14). The westerly (updrift) groin rises to the full height of the bulkhead and extends seaward beyond the frame of the photographs. The groin compartment between the eastern and western Holman groins is full of sand. -~ ,.7_ - Figure 14: View to the east (downdrift) from the west side of the western Holman groin. Note the height of the timber groin. I<Rj2 ('t'a'iaL Impact of the Holman Groin - Mattituck, Sou1hoId, New York Prepared For WJUte & CPrito, LLP6I6/01 - Page 17 of19 The reconstruction of the eastern groin, including the seaward extension and the use of impenneable, interlocking PVC, coupled with the lack of action on the western (updrift) Holman groin has had a devastating and highly erosive impact on the Corleri beach. Moreover, this impact was entirely predictable. ; , , I I ~ ~ ~ I I I I I I I I In addition to extending the groin seaward and increasing its sand trapping capacity, reconstructing the groin with modern PVC materials (to replace old, probably deteriorated wooden materials) makes the groin more "sand tight". In other words, older structures tend to "leak" sand through the groin and thus a rebuilt groin, which does not allow this sand through will decrease the sand supply, will cause increased downdrift erosion. ~aL bqJaa of the Holman Groin - Mal1itud<, Southold. N... Yark Prq>uod For While & emo, ILP 6/6/01 - PallO 18 of 19 I. , , ~ I , I I I i 3. Conclusions and Findings 3.1. Coastal Geology & Littoral Process The Holman and Corieri properties are located along the shoreline of Great Peconic Bay where the prevailing littoral transport of sand is from the west to the east. The shoreline consists of glacially derived soils that have been reworked by coastal processes and thus the beach consists of a veneer of sand coating the glacial sediments. 3.2. Geomorphology, Inlets, & Shoreline Structures The shoreline is defined by natural compartments, delineated on the east and west ends by inlets at Deep Hole Creek and James Creek, respectively. The shoreline been modified by the construction of jetties at James Creek and a series of groins and seawalls along the shoreline east of James Creek. The length and spacing of these groins as well as the construction are highly variable, although most of the older groins are constructed of timber. These groins are also in various stages of repair. The Holman property contains three groins and the downdrift (eastern) groin was reconstructed and lengthened in 1999. 3.3. The Impact of the Holman Groin The impact of the Holman Groin is to block littoral sand transport from reaching the Corieri property and thus causing the beach to erode at an accelerated rate. This impact was easily predictable, and avoidable, if the specifications of the US Army Corps of Engineers - Shore Protection Manual were followed. ~ - I I - - I I 3.4. Potential Remedial Actions Shortening and lowering the updrift (west) groin would allow more sand to enter the groin compartment on the updrift (west) side, since the sand impounded there would be released to the downdrift (east). Establishing a uniform groin length and spacing (consistent with the Corps of Engineers design standards) along the entire beachfront would be logical if the remaining groins to the east, in this case the Corieri groins (and others) were of equal length and spacing. If the remaining downdrift groins were shorter, than the US Army Corps of Engineers formula for groin tapering and spacing would be most appropriate. Adding beach compatible sand to the Corieri property is also recommended, but only in combination with the other structural changes to the groins described above. ),~~~ U",aL Impad of the Holman Groin - Mattilud<, SooIhold, N<M Y"'" Prq>ared FIX" WbiIe &. CDrilo,lLP 6/6101 . Page 19 .f19 - ARAM V. TERCHUNIAN, M. Sc. Curriculum Vitae Areas of Expertise . Geomorphology, coastal processes, coastal hazard and erosion analysis . Wetlands delineation, pennitting and erosion control construction . Environmental science and resource management . Endangered species monitoring and management · Zoning analysis and interpretation Experience . 1990 to Present, First Coastal Corporation - President Responsible for all aspects of the finns consulting and construction services for coastal property owners, municipalities, and associations. . 1988 to 1990 Coastal Stabilization, Inc. - Regional Manager of Development Market development and technical sales for the development of a proprietary beach stabilization product. Prepered and executed marketing strategy, prepared and presented technical results at national and international conferences, and presented proposals and RFP responses to local, State, and Federal egencies. . 1984 to 1988, New York State, Department of State, Division of Coastal Resources - Coastal Hazards Supervisor - Responsible for review and racommendations for improvemant of existing coastal hazard area management programs in New York State, Including coastal erosion hazard areas, flood protection, and disaster relief. Represented the Secretary of State in post coastal disaster survey, assessment, and evaluation teams. Reviewed erosion control and coastal area development actions within coastal hazards areas in New York's coastal zone. . 1982 to 1983, University of Delaware and Ecuadorean Remote Sensing Agency Technical Advisor - Instructed Ecuadorean nationals in the use of remote sensing techniques for natural resources mapping including mangroves, coastal erosion, sea surface temperatures, and Amazon land use changes. Prepared grant application for Space Shuttle Imaging Radar mission. Education . M. Sc. Marine Studies (Coastal Geology), University of Delaware, 1984 M. Sc. Thesis: Hen and Chickens Shoal, Delaware: Evolution of a Modem Tidal Shoal ~aL lmp.oX of the Holman Oroin - MllttiIud<. SouIboId, New Yodt i'rqHmod Fo< White I: Cirrilo, lLP 616101- Paflo20 01'19 I. , , J , ~ I I I I I " B. S. Environmental Science and Resource Management (Geology), Lehigh University,1980 Publications "Daley, W., C. Jones, T.G. Mootoo, A.V. Terchunlan, and G. Vegliante, 2000, A Blueprint for Coastal Management: The West Hampton Dunes Story, Shore and Beach, January 2000, V68, N1, pp 25-29. "Terchunian, AV. and J.A. Smith, 1998, An Economic Snapshot of Long Island's Barrier Island System, Shore and Beach, October 1998, V66, No.4, pp9-11. "Spencer, R., and AV.Terchunian, 1997, The Sand Thieves of Long Island's South Shore, Shore and Beach, July 1997, V65, No.3, pp 4-12. "Terchunian, A.V., and C.L. Merkert, 1995, Little Pikes Inlet, Westhampton, New York, Joumal of Coastal Research, V 11, n 3, pp 697-703. " Psuty, N.P., P.A. Gares, M. Keamey, and A. Terchunian, 1992, Coastal Environments: A Field Symposium of the Mid-Atlantic Bight Coastal Zone. Guidebook, Center for Coastal and Environmental Studies, Institute of Marine and Coastal Sciences, Rutgers University, New Brunswick, NJ, 79 pp. "Terchunian, A. V., 1990, Performance of Beachface Dewatering: The STABEACH System at Sailfish Point (Stuart), Florida, in Proceedinas of the 1990 Conference on Beach Preservation Technoloav. S1. Petersburg, FL. "Ball, Sally, F., P. R. Lanza, and A V. Terchunian, 1989, Coastal Hazard Area Management in New York State, in Proceedinas of Coastal Zone '89, Charleston, South Carolina, pp. 4749 - 4760. "Terchunian, A. V., 1988, Can Seawalls and Beaches Coexist?, in Joumal of Coastal Research, Special Issue 4, Autumn, 1988 Kraus, N. and O. H. Pilkey (eds.) , "Terchunian, A. V., and C. H. Fletcher, III, 1984, Current and Shoreline Effects of Shore Perpendicular Structures, in Proceedinas of the 10th Annual Coastal Society Conference, Atlantic City, NJ "Terchunian, A. V., V. K1emas, A. Alverez, B, Vasconez, and L. Guerrero, 1984, The Effect of Shrimp Pond Development on Mangroves, In Environmental Manaaement, v10 n3 . 4. Professional Affiliations Association of Field Omithologists American Littoral Society, Member American Omithologists Union ;.~R,I! ~al Jnvad oflb. Holman Groin - Mattitu<:k, Southold, N... York Prq>ared For While & Cirrito. Il.P 6/6/01 - Pap 21 ofl9