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Home My WebLink AboutOki-Do, Ltd (4) r ELIZABETHA.NEVILLE TOWNHALL,53095MAINROAD TOWN CLERK P.O.BOX 1179 REGISTRAR OF VITAL STATISTICS SOUTHOLD NY 11971 MARRIAGE OFFICER FAX. 631-765-.6145 RECORDS MANAGEMENT OFFICER TELEPHONE., 631-765-1800 FREEDOM OFINFORMATION OFFICER southoldtowmnorthfork.net VA,0 WS Nou OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD APPLICATION FOR PUBLIC ACCESS TO RECORDS INSTRUCTIONS: Please complete section I of this form and give to Town Clerk's Office (agency Freedom of Information Officer). One copy will be returned to you in response to your request, or as an interim response. SECTION I. _ r— TO: ! 1e u 5ir- 5 L AO/,6J9 (Department or Officer, if known,that has the information yo are requesting). RECORD YOU WISH TO INSPECT: (Describe the record sought. If possible, supply date, file title,tax map number,and any other pertinent information))... Signature of Applicant: v Printed Name: Jove Address: g Mailing Address(if different from above): Date: Telephone Number: — [ ] APPROVED [ ] DENIED* [ ] APPROVED WITH DELAY* Elizabeth A.Neville Date Freedom of Information Officer Hand carry to department? Accepting Clerk's Initials Yes No Applicant's initials *If delayed or denied, see reverse side for explanation. 03/06/2017 12:49PM FAX 6317656145 SOUTHOLD TOWN CLERK Ca 0001/0001 03/eG12017 11;41 6317656641 SOUTHOLD TRUSTEES PAGE 01/01 k L'LI,ZA)TETHA. NCVI!L,E TOWNRALL, ,53095 NAMROAD TOWN CLERKA 0. )30X 1179 L'GIsTR�(R O,F V�TA1,STAUSTICS SUU�'.UOLD NY 11971 MAR,�IAG,C OFFICER FAX'- 631-�G5-.6145 RECORDS MANAGEMEIVT OF,�'IcEM TF �P, 4NF: G31-7651 S00 ,r REEDOM O.F INFOILMATION OFiF'.TCER sQudhald�o+�rl.raorll�f�rk,n�! Otto Off' m, OF THE TOWN CLERK TOWN OF SOUTUOLD APPLICATION XrOR PUBLIC ACCESS TO RECORDS INS'X'ItIYC'x'IIJNS: Please cpmpEetg section this h�xned to ou in resovl* to d s� tv.y ur req cst(agency , �x a� Freedom of InfOrmatian OfEcer), One 00pS► will bere an i pterim response. SEC748k TO: I -�r f 6 �4 r Acer,if kno�xn=,tY�a s the infoxtiot►you are recluastung)• CORD YOU4 INSpi&cT: (Describe the record sought. If Possible, supply date, File time,tax map amnber,and azaY other perhneut information). ;F--7 SipAtuxe of Applic=t: t Feinted Naxne• V1 14 Addrem: Mailing Address f f,diff rent frame above): �-ry r ra'-TCJ Telephone Number:(�� Dat%, 1 APPROVED C � )DENIED* b;APPROVED WITH�DELA�Y* MAR _ 6 2017 �. 1't¢.u�C.txa. Elixabcih A.Neville Date Southold iawa 'left Freedom of Information Officer Hand carry to departrrient? initials- Accepting Clcrlc's initials Yes —No_Applicant's initials *If delayed or denied, see reverse fidsfor expla"zcr IM a 3 0 0 0 Op W E QUANT I T I rS Z U `\ TOTAL PROJECT AREA = 5.4 ACRES \ N y TOTAL LENGTH OF NEW BULKHEAD = 1,323' o s TOTAL LENGTH OF NEW JETTY = 186' // \�`/\\ \� to \ U€ • TOTAL LENGTH OF NEW ROCK REVETMENT = 505' ` �c\OJT\G�` ` ��0 �p \ `♦ J1 w`" ""e w o • TOTAL AREA OF NEW ROCK REVETMENT = 5,640 S.F. \` 9� v o� �$ Qj • TOTAL AREA OF DREDGING (CHANNEL ONLY) = 21,503 S.F. / /' \ ` W " Z6 , �g 0 V0� • TOTAL VOLUME OF DREDGE MATERIAL (CHANNEL ONLY) = 4,022 G.Y. .\ \♦ • TOTAL VOLUME OF MATERIAL TO BE UTILIZED AS BACKFILL = 1,500 G.Y.f / / \a \ �/ yF �J► \Q ��\ EXCESS DREDGED MATERIAL WILL BE DEWATERED AND STORED AT THE /\ "°o ♦\ °-_\ •r, �o,��`r^�o� �\ Mrf ,ss O� / UPLAND LOCATIONS INDICATED ON THE PLANS, WHERE THEY WOULD BE /' \` �°c\x• �° �'`-� 1 1 O 9 \ AVAILABLE FOR USE BY THE TOWN OF SOUTHOLD, IF REQUESTED. 115 / / /'' '\ o�� ' "-p l rj c / 6 v / /'' \ - -cry ` \1\ 'X V Jo J 1 D \ \ \` r I o<�y y9 e ♦ `♦ , % i ♦`\ , ,� <:� /'' ,�< 111 f BA SAND G OR AG �Q t U ,Q EE it �$ 2' MINIMUM /' � � G\ � I �� 11 � 1 / // 1,; \\� \\ t ,/// / �o^o; ��d ♦` -�, � � ALTERNATE WEIGHT Oc F• �, O ¢0�,r,\P LENGTH OF 2X4 �> 2'I X 4" WEIR / �' \ / � i � i i 11 \ �,/ ,' '� ^s \♦ �♦ '�iq�;// _Q9 2" STONE `> oN FILTER CLOTH 2" X 4' 5PAGER / ' / IkeOlt WIRE MESH w� gx \.j `\//,/,' /' `♦ c°,dd(,�\° Q�\ // ,; (I 11 11 11 1;' //(' / i i \.0 INLET TO / c\a <I / PIPE toccgtl0r� • ! r // / �"� e/ P �' \ dr 4- � L.OGATI ON MAP b' MAXIMUM SPACING \ ` /. OF 2"X4" SPACERS Image Source. New York Stae C715 Clearinghouse, 2010 /• / / // 1/ / / '/ / \ OW mz ANCHORS \``` `� `♦ /• /' / it / /'/ /i/ T`� / /' //' // P.I S ,`�` s \` ��p W= 400 0 200 400 800 1200 `\ \ D = Scale: I" = 4��1 OqT ,\ //• / / t\ /._/ i_/ - \•� nwh `�` s �4+A�o ♦`\ � € �, \ / ,/ \ \ / Be WITHIN THE / ` /- °a SPOILS,TF� F STONELOGAIAONS sr. �w , A lid, I OTHER "' \: Ilk CLOTH5PAGER . ♦ \ / / i / / �� , �' I l\ I I II* 1 I I \ ♦ \ i \ `� \\ .6r r \ \ ME5H /�' `� \ ! / (i ( / i''! \ \ /III" I \ I I / ��.,�.� \ \ 2" X 4" WEIR A A `�\ / P l `\ / \:i% �d�//�\\ \ /i / \\ \\ e I INrMZ VA_L ZOPIL� XI5TIN6 HI6F!MARSH Qi'� Ql� .`," i \ 1 i / l J/ �' , —� \ \ //�_ I \ I ; 086 SF)FOLLOWING BOAT $ b DREDGING YETLAND(br{bl 5F) ' CURES DROP INLET PROTECTION / / 1 / �\. \ / 1 / \ `a \ / /'r / � / J � ". � DEWATERED DREDGE SPOILS TO NT5 I 1 I \ \ \\ (t %� / xy..www.ww.www..w.■,; ••e..wwwwwww. I, •"•••w.w f t° Opp BE DEPOSITED NTHIN THE S ACCESS ►�e.w.www . , ■www■ q n ' `RS `.. I ,/ ! \ \\�\ \ '/�—/ /' twww■ ; 1¢ ACC "mro / pp" ON-SITE 5ETTLIN61A6010NSOR ®'" ` (� dr \ i /' l �� \ // +* , / ' �` .....".r. $ • "*+ i "gyp^ P, OTHER APPROVED UPLAND 0.A. r '✓ / ' SOURCE: NY STANDARDS AND SPECIFICATIONS / , / \ / °/.�' .#w.wwww. r .w.w°""..w.�.°°,*; � .� f +•• w••ww ♦ / i / / �•,\ f +• / . _ • +#o •", i O n+ws LOCATIONS I 1! FOR EROSION AND SEDIMENT CONTROL ` ' / / �:w .• +* •. ® \Y..` ` 1Q; / / w �— (7_y E i , E,I-1 ? P® / p. '1--- CONSTRUCTION NOTES _ jG\"°ff Fi � 0 ��`♦ ,Mti , ,T / / /// �_ _ /// SILTFENSi60/ AND/ORSTRAWBALES a° ��' // ✓d/ j a. 's2►' s1'.�``i " " /0 % F' < /r11 ` I. FILTER FABRIC SHALL HAVE AN A05 OF 40 85, O\�� /' `Ft\ , / / / TpB�INgTALLED qND MAI gINED <` • I caM- to ' • ¢8 L2.UMBERDEN FRAM SHALL BE CONSTRUCTED OF 2"X4"GONSTRUGTION GRADE ��elpf' ' // 'V TIE D01"Ud-SLOPE/OF THE n ""° ca�n,w ■u y I i#s � 'yfP % \ / .�PROJECT AREA LIMITS,AS : Ma I„(3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30"MINIMUM' \ `' v I I p� / �?' ' NBGE55ARY / • w , % / t',vx WIDTH WITH A LENGTH OF 4'LONGER THAN THE THROAT. IT SHALL BE SHAPED . `. 1 / / / / / / +"6 • K CNO tAND SEGURLEY NAILED TO A 2"X4" WEIR. I'" / / / / / �4 / / ++• • ^ AT GNC nV s. '"n 1 1 4a 4. THE WEIR SHALL BE SEGURLEY NAILED TO 2"X4"SPACERS 9"LONG SPACED ♦` / / / / / \ // / ®••+* � +® 8 ' � -�•t-""�#,`�� I If NO MORE THAN b'APART. { / / / / w#' a' •+ f• :. \`}fi``'t __ \ // �/ // \ / aa'°` "" ++ �fERTIDAL ZONE OF fs' 5. THE ASSEMBLY SHALL 8E PLACED AGAINST THE INLET AND SECURED BY ^� \., `-\ _� // ,/ \,/ , ti••%•� .*�+• non, MARNA TO BE VEGETATED %' y'�l\"°i �'"/ / / N1 PLACE BY ANCHORS AND BAG5 OR ALTER ATE WEISHTSTOP OF THE INLET AND HELD `* ' ` -------�r / \ x(-0 `+ ®*• •+�•®•w•#•#•® g' nwv) (EE N! AND PLANTING aau d "''v" I! TIDAL EO11hfD / � si A \ a ,} <• uNOTES,mot G-ZI . AR/ �p ` ,^ - , _'Y �!'— ----u`i`�.`` \ iCd� a• +Q `++ a• nm �3\ A .. i._', i —DELI TED B1 DA/7VID 1r, 50' �r,°� `♦ l ---- \ ' d`, \ ®y � N°o DRW&IN5PROPOSED %ti � - '" A B�i�Your G i Yonu�NG� �ry0 ♦ ' / \/ w• ro 1m,r�•a'oawnre r "' t "I( �I 1OG I { s ( � �r ' \.. . ' �•`�.�� 4r, c" n.N WITHIN BA9N 5 ro @,o m ro wuuw\, �y ON m ? MIN. \ \ O r r a STONE PAVEMENT I EXISTING za � DOS TO RFULA r , EXISTING s j o s GROUND / 1 `` \ /`'�' , ►r' / 4r PAVEMENT '�a 9P w� $ ``"'X``�.;'i :��'r''�'�:h,%s'./i `�< ;'.:i,,yiiy��:,/,1�'/��•1�� ,,.,P g' \.�, i� �._�`\ �,,,.�/, � \ Qy ,��•• (.o "� 4"♦ a `h\ \ tr'; "E ♦ z MOUNTABLE BERM r •e• \ '.,p .^' rjd",�t+4 ,� `�o Pt a, - �_ �" / IIi� ,� -� FILTER CLOTH WOVEN WIRE FENCE MIN. 14 GAUGE W/ \ `\• R' • (OPTIONAL) a/ . .w� l n � ♦ \ \ �\�°'rbb i '.� �. ,C�POS P. �• .� n nc, " � ♦� � /' � P < �'� �/� PROFILE GONSTRUGTION SPECIFICATIONS " ( \\ /� e G MAX. b MESH SPACING) \>` S1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS `\ `. a`P �j/ F`)P` ¢ ( D n". N 50' -I WITH WIRE TIES OR STAPLES. PO5T5 SHALL BE STEEL,EITHER"T"OR FILTER CLOTH , \\� ` �� .;TM� `"� � �°�\� b MIN. "U"TYPE,OR HARDWOOD. �i,1Y a 2. FILTER CLOTH TO BE FASTENED SECURELY TO OVEN WIRE _ , o �,:`r dx h .+� t\� / q FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION.Wf COMPACTED 501E ' °1 ` ` ' �� yip ' d / y N z tit v FENCE SHALL BE WOVEN WIRE,b"MAXIMUM MESH OPENING. yo��p i \ ( � \ '/ I(•46g 8\ � P _ 3. WHEN TWO(2)SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, UNDISTURBED DISTURBEDwww N THEY SHALL BE OVERLAPPED BY b" AND FOLDED. FILTER CLOTH AREA FLOW AREA 10� �`, \ s,: °•s g p ♦ ,(F#', 5 J` �• N SHALL BE APPROVED EITHER EOUAFILTER X,MIRAFI IOOX,STABILINKA TI40N,OR �` ^/ �` - ®#•® Q a \�\�j�ry'��*T p )ids ro 6 \\ m ✓E, � �� ,, ,. 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENGE,OR \ `. \ •o®° 'n� �� Qv�i vP �l�'�\ �A $�,� a E ,' .:...•': , .. APPROVED EQUAL. - — _ -. ;i -< a fG a i ai NEW JETTY EXISTING 5. MAINTEANGE SHALL BE PERFORMED AS NEEDED AND MATERIAL - _ = EMBED FILTER CLOTH' \ ` r "o + \� o EXISTING MIN, I STABILIZED # NEW JETTY �•b v `" 'til' Q, "� c'•":= GOARS t REMOVED WHEN "BULGES DEVELOP IN THE SILT FENCE. z " A MIN. 6 IN GROUND ,`� » • '� } •� .5`° '. . �. �' ° PAVEMENT — 4 CON5TR LICTIO ♦ \ ♦ *# s '41 • GROUND �" b. HAY BALES MAY BE USED IN LIEU OF WIRE BACKING FOR — ENTRANCE . . ++/ �tP" AGC�RE,aATE• d STABILITY. o 9i\ Ao�0 y4(1'v ,�V ♦f�d6 ` ,y� '�" Ioa„s'we I°m+P.oa°'■'m m�iao K ' SECTION `` ._ / '®ac+�®� �` �.° .• �. WOVEN WIIRE FENCE ' +\� `''.. `. ��ss'�°## y, '� .® G� ,• ' �-� ,«„" 36" MIN. LENGTH FENCE POSTS #'+*'•,°per' 'Q%�A� `•• � °•, wru bo'eawna rm N N ? 10 MAX. G TO \ PLAN _ DRIVEN MIN. 16" INTO GROUND s « ' `.. \ "'+.� I si v* ° ,pg I�`q "'w�e°m "o ■Q / GONSTRUGTION NOTES � "\,\\� \(�\ / �� 4 F° / � s�� •� •*�" \ nal `•. (� �w Y "/ +� s NEW HEAVY-DUTY VINYL \ IZ I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. t �` \ � A p 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RE5IDENCE LOT WHERE A 30 FILTER CLOTH BULKHEAD AND PROTECTIVE •,` S� V�$ \ �*mtxvas.xsw ' » ARI+IORMENT s♦ 3 FOOT MINIMUM LENGTH WOULD APPLY). 1 /' o' / DREDGED CHANNEL "■ ` w ! a \ _ ■ au \ !/ S. THICKNESS NOT LESS T (A 21,*,r03 S.F.,V 4,0'12 GYJ L r wem t R I H IN RE55 O � AS I H A POINTS W ERE G THAN THE FULL W DT Ta• �+ 4. WIDTH- 12'MINIMUM BUT NOT LE55 Q ..� t EGRESS OCCURS. 9 9 S 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. • Exls b. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION TIT SAGES LOCATED n1!INLETWITHIN THE PROPOSED BULKHEAD AREAENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,APROTECTt❑ ALONG TFE sHORQ.l1 NULL BE MOVED TOMOUNTABLE BERM WITH 5:I SLOPES WILL BE PERMITTED. ! F iT AN UPLAND 1-OGATION f' DIN6 OFSTny APR 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL ITva) t'V' h�Il 201 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT '/ �y DISPOSAL,IN ACCORDANCE NTH { PR�YAILIN6 REGULATIONS SPILLED,DROPPED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. ELEVATION o h� PROTECTIVE ARMORNENT °°�, S0uiil .♦1 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(1) = z ��' (AREA•SA40 S.FJ I kli CALENDAR DAYS. 8' f Tr :des � b1 E SILT FENCE �` F" SITE DATA 12 S A51LIZED CONSTRUCTION ENTRANCE Q NT5 0 � � SITE AREA = 18.3382 ACRES PLAN s SOURCE: NY STANDARDS AND A • VERTICAL DATUM = N.G.V. DATUM (M.5.L. 1988 FROM GPs) N SPECIFICATIONS FOR EROSION 80 O 40 80 I60 240 N AND SEDIMENT CONTROL BASE INFORMATION SHOWN HEREON 15 FROM EXISTING u CONDITIONS SURVEY PREPARED BY YOUNG d YOUNG ON Scale: I = 80 MAY 5, 2013. a 0 H 0 J a d.b. c.b. Record of Revisions " dea dea No. Date Remarks I Drawing Prepared: January 24, 2013 ., Shipyard Lane Project: 2012_oou dea dea 02.12.14 Amendments per NYSDEG comments 01.14.14 Drawing: 2012_0011_blkhd_sp , dea dea 05.07.14 Amendments per NYSDEG comments 05.06.14 �• / dea dea s 05.20.14 Amendments per NYSDEG comments 05.20.14 1 -. � P East Marion, Town of Southold C o n s u I t i n g E n g i n e e r , �rF. g'., &. i, dea dea Q 02.20.15 Amendments per AGE comments thru VHB mtg. 01.30.14 Suffolk County, Nevi York dea dea 0 04.21.16 Amendments per Trustees comments at site mtg. 8 Public Hearing Bulkhead, m /1 "P ` C5 •,�. D.Adams,pe,pllc ^• PO Box 14,5etauket,New 11733 - 631.774.3521 -� da-ce.com ` Lulkhead, Revetment and Dredging Plan o Douglas A' o.80897 _.,...... _ .. .....,. .., ..... . .....,... _ _...., ... .,.. _•,,,. .. _«,,„,. .. ,.. ... ,. ._... ..., ,. .. .... ...A ,. . . _._.. . . .. ...,. . . __ . .......... ...._ . . .. .. ..,w.,., _. ,..,.. ,...,....,.... ... , «,... ....... S District 1000 Section 38 Block 7 '.. ... _... _. ....... GTM Dist' Lot 7 A55UMED I NTERT_lDAL ZONE ; \ 12" D X 28` \ 056 5F) FOLLOWIN& BOAT 'EXI5TING HIGH MARSH 6_01. O.G. WITH 3//44 CHAMFER G' NEL DREDGING > \ \ I ' I WETLAND (6,46 I SF) \\ +� \ / + DEWATERED DREDGE SPOILS TO \ mz ,_ „ "" i I•ta■■■■■ BE DEPOSITED WITHIN THE `. rime■ .: �� 2° X 12" 18` X 6" X 8" r ACCESS ■■„■..1 _ / I ACC , / ; ON-SITE SETTLING LAGOONS OR Fss , GAP TOP WALE 0 I � �, , � �-� � � ■�' "rpt, �� OTHER APPROVED UPLAND N� FINISHED GRADE I6-0" HEAVY-DUTY CORRUGATED VINYL TH#2 LOCATIONS SHEETING, SERIES ESP 10.5, AS / Al � i ,- _�-_____ I _ ' , MANUFACTURED BY EVERLAST SYNTHETIC r ,� ?� _. ° U= PRODUCTS, OR OWNER APPROVED EQUAL. / / ,/ �0olt � �' 1! .e ...'. _.. ��' w EXISTING GRADE / / / i j I �. 1 � �' ,, .. � Jam.-. �/ / ) � % � j- _ _ -_. .I .I � ,� �, \ •.\ --- f /' / 8 DIA. LAYLOC75e• oo / SILT FENCE f�dG AND/OR STRAY�BALES 'S\ ` \ 1x x �\ \ �`. Osp 4 p 2" DIA. ® EL=1.40 / / *° ��' w x o� TO BE 4N5TALLED AND MAINTAINED A!° I DOLPHIN GLU5TER \ r7., d ` 1 \i �y `:•z'',. / / / =F i ALQ�IG THE DOWN-SLOPE/OF THE I DOLPHIN ��) �. — I 3 \ o ` ..., 46 i HWM = 1.30 �^ PROJECT AREA L I M I TF AS /� I `, 4` , o , NECESSARY / �, SSUMED NSI LOW +I `S o RY � , WATER aL.L AI NG .._.___" �/ ,'� `" -,; r �a __--- ---- ____- E COUNTERSINK ALL75 .`� OAT GHANNECREG I NG 1 !?.a) _. .,._ HARDWARE AT FAGS ,/ // /'' f _ Vill OF PILE N p } 611 x I MLN = -1.10 ( 'ERTIDAL ZONE OF zo „ : .""" / �. q ° 110.0) MARINA TO BE VEC3ETATED I DIA. TIE ROD .�. \ <� 3/4 DIA. o p€ \ TIMBERBOLT W/HEX VOLUME TO BE � � a� (19.0) (5EE WETLAND PLANTING ! ,f I / o= NUT NYDD WASHER DREDGED FROM ® for" , (,.5) p'° NOTES, sheet 0-2) TIDAL WE AN goUNDARI' BOAT CHANNEL �� 112.v �� ( r.�/ —AS DEL I TE BLt' DAV I U k a FILTER ��• / `° i I « X + 1 �" KENI OF VHB ON 112,6115 FABRIC (APPROX. 4,022 G.Y.) Ap to 8 DIA. DEADMAN �� ( �, NO DREDGING PROPOSED 3iz.-r) i� SCA' D BY YOU,,IG 1''OUNG c� WITHIN BASIN AREA N�r ON 2/ /I REMAINS of EXISTI m •� d 113.4) !12.17 TE REMOVED TO MUDLINE 1 I ln.-U l._r p W PROPOSED : DREDGE DEPTH �, .o) EXISTING FIXED .1 1 ) 1 m =m (5.0) _ -6.10 ,� ,� + a� DO TO REMAIN (.2.0 �, c ,-.-�I+ \+\ % // �� r!!0 I i O €tih ♦ � �� (11.0) � OJ s SECTION - - TYP I GAL VINYL BULKHEAD �� ♦� �dti �$ (a.3) llO.a) 0 �`( (Oki 6 14. O \\\0 10 \ �/ 4 _k 4�1Llm - NTS �� ` �Q Cis) '�° �" �, �, .7- J, ry o� +may, / �� (a. (a.o) ,� �,((/ Q T s Gc 596 (lo. C9 '�" U r/ 1-44 U FINISHED RP STONES S TON EACH GRADE 3 TO EL-5.50 �� '( `1 <e _ 'C J J 3 p v N BULKHEAD To BE 2 / q\� 9O \'C� s // ''��o g9 � 'T REMOVED To MUD LINE / O� ,qn / Vv y O \ \p5 TOE STONESs 4 TO 8 TON EACH EL=2.30 r ° HWM = 1.30------• -- -------------------------------- ---s.-�_ EXI5TING �vQ��\ 0,� \�00 ``f 1 GRADE �'- ;to (� ,. ('• NEW JETTY { /s . / o NEN JETTY 1 G GRAD - "�. ,�'" � >.1 v0`►�v�i l.-r EX15T1 \ ., . _---- FILTER 0�- � �° �`t`¢V P' ! .o) MLN = -1.10 - - - - - - - — -� r- - - - - - - - - - - - - - - - - - - - -- - - - - - - FABRIC gF y\� ,'� g� \��\ p open o, �aY l2. �- "d �\ / �, v' REMAINS OF EXI5TING JETTY TO -- - �•� ` 0Ca // ^\1�� /�� \��' ; g y F\ Q BE REMOVED TO MUDLINE Q • / ' ' \ `;• y\ZIA LIMIT OF DREDGING- I N ISHED LOA 51 NATER a �- , J�, A, 6 ,, ° Q 1^ grprtox.4ms G.Y) DOLPHIN § GRADE = QQ D �. p '�i� ! '� O , atr �+�/ P GLU5TER \\/ 1�0 01 N `� \ �• ' Y a I' p� / � q\e�°j`',�e �_" o' ( Q ®� TO BEREMOVED TO MUDL JETTY i 8�_O�� \ ♦; + ,•� ) �,/' ems g� Y I � BLANKET STONES + NEW HEAVY-DUTY VINYL �`% s 5 'O 15 L55. \ 0 N _. r-�+ C� BULKHEAD AND PROTECTIVE ARMORMENT & + ®� DREDGED CHANNEL N SGT I ON BULKHEAD AND ROCK NT (A=21,so3 s.F., = 4,022 G.Y.) DO P N NT5 0 + ` PSC` 0�\� G� \y AS o TER 0 4 \s) EXISTING SURFACE DEBRIS LOCATED INLET `� ��\� \ \\' '� \(� \ ��\�\ WITHIN THE PROPOSED BULKHEAD AREA PROTECTION \0 �c ,�(� ' ALONG THE SHORELINE W 1 LL BE MOVED TO g GROSS-SECTIONAL AREA (TY P) AN UPLAND LOCATION PENDING OFF-5117E TO BE DREDGED CHANNEL i ONLY (APPROX. 4,022 G.Y. NEIN HEAVY-DUTY �� n DISPOSAL, I N ACCORDANCE WITH AND 21503 S.F) EXISTING ? � q�\iOQ)"4 PREVAILING REGULATIONS GRADE TCF BULKHEAD ,^ 17.67 TOP EL. = 5.50 PROTECTIVE ARMORMENT 110.6) �- BEACH rp (AREA=3,640 5.F.) ---- �;; WETLAND FLANTING AD GONSTRUGTION AGTI\1ITY NOTESO MAX SLOPE 1:5 "" I FOLLOWING BULKHEAD CONSTRUCTION AND DREDGING OF THE BOAT CHANNEL, INTERTIDAL ZONE TO BE VEGETATED WITH LOW MARSH APR 2 8 2016 DREDGE TO 5'BELOW MLw(EL=-6.10) GORDGRA55 (Spartina alternifloro) PURSUANT TO THE NYSDEG AND USAGE-APPROVED WETLAND PLANTING PLAN. " I • PURSUANT TO THE NYSDEG AND USAGE PERMITS, A FILTER FABRIC, TURBIDITY CURTAIN, WEIGHED ACROSS THE BOTTOM AND SUSPENDED DETAILED '--------�;-.;-k- ll ACROSS THE TOP BY FLOATS, SHALL BE INSTALLED SURROUNDING THE WORK AREA PRIOR TO THE COMMENCEMENT OF DREDGING. THE Q SG ,s:`u Is,:si Ml SECTION B B CHANNEL TURBIDITY CURTAIN SHALL REMAIN IN PLACE AND MAINTAINED IN FUNCTIONAL CONDITION DURING ALL PHASES OF DREDGING OPERATIONS. THE NOTES ` iZn ac TURBIDITY CURTAIN SHALL REMAIN IN PLACE FOR TWO (2) HOURS FOLLOWING DREDGING, OR L'NTIL TURBIDITY IN51DE THE CURTAIN NO LONGER EXCEEDS AMBIENT LEVELS. 40 O 20 40 80 120 • SITE AREA = 18.3382 ACRES NTS 0 • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1588 FROM GPS) N CHANNEL DREDGING AND THE JETTY, REVETMENT AND BULKHEAD CONSTRUCTION WORK WILL BE CONDUCTED ACCORDING TO ALL SGGile: I° = 40� REQUIREMENTS AND BEST MANAGEMENT PRACTICES INCLUDED IN NYSDEG TIDAL WETLANDS PERMIT ID NO. 1-4'138-00728/00012, NYSDEG • SOUNDINGS SHOWN THUS, (7.6) ARE DEPTHS FROM MLW p EXCAVATION AND FILL IN NAVIGABLE WATERS PERMIT ID NO. 1-4138-00"128/00013, NYSDEG 5EGTION 404 WATER allALITr CERTIFICATION ID • BASE INFORMATION SHOWN HEREON IS FROM EXISTING o` NO, 1-4738-00728/00014, ALL DATED MAY 6, 2014, AND UNITED STATES ARMY CORPS. OF ENGINEERS PERMIT NO. NAN-2013-01475, DATED CONDITIONS SURVEY PREPARED BY YOUNG 4 YOUNG ON JAU6UST 25, 2015. MAY 5, 2013. a d.b. c.b. Record of Revisions 1 Drawing Prepared: January 24, 2015 -: 28B� ' dea dea No. Date Remarks Shipyard !..ane '�, , �\ Project: 2012_0011 "�\ dea dea Q 02.12.14 Amendments per NYSDEG comments 01.14.14 py Drawing: 2012_0011_blkhd_5p �• � �'�'Sf �� ax ;"� ';� `%'��' \\ dea dea Q 05.07.14 Amendments per NYSDEG comments 05.06.14 • C o n s u I t i n, g E n g i n e e r � , '.` c dea dea Q 05.20.14 Amendments per NYSDEG comments 05.20.14 East Morion, TOWn Of Southold 02.20.15 Amendments per AGE comments thru VHB mtg. 01.30.14 Suffolk GOUnty, New York P } 'ct+ _j'!JJJJJJ� dea dea Q 04.21.16 Amendments per Trustees comments at site mt . 4 Public Hearin m ' E T r,,;:•` ° g g D.Adams,pe,pllc F0 Box 14,5etauket,New York 11733 - G31.774.3521 - dat-ce.com ` BU IICheQCI RPiYPi l.mPint a11U DrPig 1119 1- IAI7 o Douglas A b`.80897 r a 5OTM District 1000 Section 55 Block 7 Lot TI i5 ,F ES i� a >Y 'O Y i3 1Z TYPICAL LAP JOINT to 10 'F 16'-0" HEAVY-DUTY CORRUGATED VINYL SHEETING, SERIES ESP 10.5, 30' AS MANUFACTURED BY EVERLAST PLASTIC LINER SYNTHETIC, PRODUCTS, OR OWNER '- APPROVED EQUAL. SILT FENCE 42" DREDGE SPOIL DRYING AREA 1 iw 12" i� So 12"4)x30'-O" PILE > O 6'-O"t O.G. WITH 3/4" CHAMFER X12" 4) X 28' PILE =o SrOT I ON — DRED&E SPOIL DR**r I NG AREA 3/4 0 BOLT YV/HEX r Q NTS HEAD AND FLAT WASHER 3/4"4) BOLT W/HEX NUT 4 8"� LAYLOG NYDD WASHER Q Y COUNTERSINK ALL HARDWARE rg AT FACE OF PILE 5"(P x 12' DEADMAN COUNTERSINK ALL HARDWARE AT FACE OF PILE €s TOP WALE x8 " IS' X 6" X 8" TOP WALE \I 1' 0 TIE ROD W LL� T < 1"e7 TIE ROD o�Y 18' X 6" X 8" BOTTOM WALE �m o� `x �6-0 µ`N VX 6" X 8" BLOCK FOR TIE ROD PENETRATION ; 3 U 4' X 6" X 8" BLOCK Z_ 2 O F F K U DETA I L - TYP I GSL BULKHEAD PLAN VI EN DETAIL — S(w" ARFH JOINT NTS NT5 -8"x6" WALE G.I. BOLT EL=VARIES IS" ABOVE MSL MAX. 4' X b" X 8" BUTT BLOCK 12" CP X 28' PILE —MSL EL=0.00 6'-0" O.G. WITH 3/4" CHAMFER TOP PILE EL=q.00 EXISTING GRADE (VARIE5)-- 3/4" 4) BOLT W/ 01 HEX HEAD AND FLAT s WASHER 12"0x20' PILE 18' X 6" X 8" LE Yq Y J 3 O O O® I6'-O" HEAVY-DUTY CORRUGATED EL=550O® VINYL 5HEETING, SERIES ESP 10.5, A5 MANUFACTURED BY EVERLAST 9 SYNTHETIC, PRODUCTS, OR OWNER N APPROVED EQUAL. s N i I' X b" X 8" BLOCK v° FOR TIE ROD c MPENETRATION HN EL=1.30 3/4" (P BOLT YV/ YHEX HEAD AND FLAT 18' X 6" X 8" BOTTOM o WALE WA ER 0 0 � - — — — — — — — — — — — — — — — - — — — - MSL EL=0.0 I" TIE ROD i v O O MLW EL=-1.10 0 I6-0"HEAVY-DUTY CORRUGATED VINYL SHEETING, SERIES ESP 10.5, A5 NANUFAGTURED BY EVERLAST 4' X 6" X 8" 5YNHETIC PRODUCTS, OR OWNER BUTT BLOCK APPROVED EQUAL. i' F-- (,1 APR 2 S 2016 E IDETA I L - V I N`rL JETTY ELEVATION - 7"rP I OA -- L V I NYL �ULKH��D o NT5 E'�?.Tr'ofi Trus#'es NT5 N N a a a 0 0 J a d.b. c,b. Record of Revisions dea dea No. Date Remarks ¢, Drawfng Prepared: January 24, 2013 dea dea Q 02.12.14 Amendments per NYSDEG comments 01.14.14 2535 Sh Ipuard Lane, Protect: 2012_0011 I -+ Drawing: 2012_0011_bikhd_sp 050.7 Amendments per NYSEomdea dea ments 05.06.14 ApC o n s u i t i n g ,� E n g i n e e r `d f< ;«`� dea dea Q 05.20.14 Amendments per NY5DEG comments 05.20.14 East Marion, Town of Southold fitdoo dea Q 02.20.15 Amendments per AGE comments thru VHB mtg. 01.30.14 Suffolk County, New York dea dea 0 04.21.16 Amendments per Trustees comments at site mtg. 4 Public Hearing �Q 0 ` D.Adams,pe,p11c - PO Box 14,5etauket,New York 1 1733 - G31.774.3521 - da-ce.com Bulkhead, Revetment and Dredging Details .. • •- ---<-•�_ - G District 1000 Section 38 Block k "1 Lot 'T I f i -- PATRICIA C. MOORS Attorney at Law flu 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 _ Fax: (631) 765.4643 wwwanooreattys.conf MEMORANDUM TO: BOARD OF TRUSTEES , FROM: PATRICIA C. MOORE ESQ. AUG 1 9 2016 DATE: August 19,2016 - Southold town SUBJECT: OKI DO LTD 1000-38-7-7.1 The proposed dredging of the channel to the existing boat basin is a beneficial environmental action which is intended and will improve the environmental conditions of the property. Please note that the dredging should be considered"maintenance dredging" as this channel has been dredged previously under a prior maintenance dredging permit. The proposed re-dredging of the boat channel from Gardiner's Bay to the boat basin to its"former width and depth represents the restoration of previously-existing conditions. Currently,the boat basin is land-locked, and tidal flushing of the marina basin waters x. currently occurs only during storm events and/or extreme high tides. Restoration of regular tidal;; flow to the boat basin would result in a significant ecological benefit to the overall ecology of t';. the site and surrounding area through creation of habitat for resident fish species,benthic invertebrates and various other marine organisms that occur within Gardiners Bay, as well as local terrestrial wildlife. These ecological benefits were recognized by the New York State Department of Environmental Conservation(NYSDEC) and United States Army Corps of Engineers(USACE), during the permit application review process by the two agencies. With respect to the NYSDEC in particular, dredging of the boat channel would result in restoration of "Littoral Zone Wetland" conditions from what is currently,a"Formerly Connected Tidal Wetland," as described in the NYSDEC's tidal wetland category descriptions. Moreover, as conditions of the two agency permits(NYSDEC Tidal Wetlands Permit and Water Quality Certification,dated May 6, 2014,and the USACE Individual Permit, dated August 25,2015), a wetland planting plan was required to further enhance ecological conditions within the boat basin. Specifically,a 5 086 -square-foot area at the eastern portion of the boat basin will be planted with smooth cordgrass(Spartina alterniflora),which is a native herbaceous plant that occupies a vital role in coastal ecosystems yproviding shoreline stabilization/protection and wildlife habitat for a variety aquatic and terrestrial species. Smooth cordgrass also serves as the base of an extensive food chain involving many marine organisms. As smooth cordgrass is an intertidal zone plant,implementation of the plant, ing plan required by the NYSDEC and USACE is contingent upon restoration of daily tidal flow to the marina basin. With regard to dredge area material analysis. The owner has completed a core analysis using the parameters previously described. Attached is the report showing the location of the core sample and results. No hazardous substances were found. Based upon4he foregoing,dredging of the boat channel would provide a significant net ecological benefit to the boat basin and Gardiners Bay; and is also necessary as a requirement of the NYSDEC and USACE permits. Please return this matter to the Board's calender and we respectfully request that the, Wetland Permit and Coastal Erosion permit be issued in accordance with the NYSDEC, Department of Army and Department of State permits so that the property can be protected from further storm damage and wetlands restored in accordance with the State and Federal permits. 000 vhbo To: Patricia C.Moore,Esq. Date: August 17,2016 Memorandum Project#: 28836.00 From: Bryan Murty' Re: Basin Sediment Sampling Results Senior Project Manager 2835 Shipyard Lane VHB Hamlet of East Marion,Town of Southold Suffolk County,New York This correspondence summarizes the results of a sampling event conducted on July 28,2016 at the 2835 Shipyard Lane site(f=igure 1 in Attachment A). The sampling was conducted in response to the Town of Southold Board of Town Trustees expressed concerns that bottom sediments within the site boat basin may have been impacted by historic oyster processing and boat maintenance/repair activities at the property. It is important to note that no dredging of the boat basin sediments is proposed,only dredging of the channel connecting the boat basin with Gardiner's Bay will be completed as part of the project. Further,during the time period when the aforementioned site activities occurred,the boat basin was connected to Gardiners Bay by a regularly dredged, navigable boat channel. As a result,the boat basin was subject to a semidiurnal tidal cycle that flushed the boat basin twice daily. Accordingly, there was no reasonable expectation that contaminants from any potential release associated with historic site activities would have accumulated within the bottom sediments of the boat basin. However,as a conservative measure,VHB personnel visited the site on July 28,2016 in order to collect a bottom sediment sample from the,southern portion of the boat basin,adjacent to the northern terminus of the boat channel from Gardiners Bay(as shown on Figure 2 in Attachment A). Sample Methodoloov The sample location was collected approximately one foot below the water surface in order to be considered as representative of the bottom sediments within the boat basin that could be reasonably expected to be disturbed during any potential dredging activities(site photographs included in Attachment Q. Sampling equipment utilized was field decontaminated with a detergent solution(Alconox and potable water)and potable water rinse prior to sample collection.The bottom sediment sample was characterized by VHB field staff and inspected for visual or olfactory evidence of contamination(Le.,staining and/or odors). The bottom sediment sample was observed to consist of light brown sand with no visual evidence of staining or odors(as indicated in the soil boring log provided in Attachment D). Furthermore,upon collection,the sample was screened utilizing a photoionization detector(PID)l for the presence of volatile organic compounds(VOCs). As indicated in the sample boring log in Attachment D,no PID detections were observed during the sample collection. The sediment sample was placed directly into laboratory-supplied glassware and stored in a cooler packed with ice, pending transport to York Analytical Laboratories,Inc.(York),a New York-State Department of Health(NYSDOH) Environmental Laboratory Approval Program(ELAP)and National Environmental Laboratory Accreditation Program } (NELAP)-certified laboratory,with appropriate chain-of-custody. The bottom sediment sample was analyzed for 'A P10 is a handheld field instrument capable of detecting a wide range of volatile organic compounds(VOCs). 100 Motor Parkway Suite 135 Hauppauge,NY 11788-5120 P 631.787.3400 Ref: 28836.00 August 17,2016 Page 2 Target Compound List of VOCs plus methyl-tert-butyl ether(MTBE)using United States Environmental Protection Agency(USEPA) Method 8260,TCL semi-volatile organic compound(SVOCs)using USEPA Method 8270,Target Analyte List(TAL)metals using USEPA Methods 6010 and 7471, pesticides using USEPA Method 8081 and polychlorinated biphenyls(PCBs)using USEPA Method 8082. Sample Results Laboratory analytical results for the sediment sample were compared to the New York State Department of Environmental Conservation(NYSDEC)Part 375 Table 375-6.8(a)Unrestricted Use Soil Cleanup Objectives,June 2006 (UUSCOs),which is the most stringent standard available for evaluation of soil conditions. As indicated in Table 1 in Attachment B,there were no VOCs,SVOCs, pesticides or PCBs detected above laboratory method detection limits (MDLs)(laboratory analytical data included in Attachment Q. With respect to metals, naturally occurring metals were detected in the sediment sample. However, no metals were detected above their respective NYSDEC Part 375 UUSCOs. Based upon the laboratory analytical results(laboratory analytical data included in Attachment D of this memorandum),the bottom sediments within the boat basin are unlikely to be impacted above the most stringent soil standards promulgated by the NYSDEC,as indicated in the representative sediment sample collected. J:\28836.00 Shizen Hotel\reports\Dredge Spoil Sampling\Basin Sediment Memorandum 8-17-16.docx Attachment A Figures .web eo.�• ads _ - -;_^: ,._ y- • , i, Ct— �� {t `�. r•^ ter;=]•" ;N. 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Attachment B Tables vhb TABLE 1 SUMMARY OF BASIN SEDIMENT ANALYTICAL DATA PROPOSED SHIZEN HOTEL/SEDIMENT SAMPLE 2835 SHIPYARD LANE EAST MARION,NEW YORK stramlis ID m oun 1- C-Sc Vol 1 17,17 71�177��71 71.7 -j L T 1,1,1,2-Tetrachloroethane 0.0021 U 1,1,1-Trichloroethane 0.68 00021 U 1,1,2,2-Tetrachlaroethene 0.0021 U 1,1,2.Tdchlora•1,2,2-tri8uaroethane(Freon 113) 0.0021 U 1,1,2 Trichloroethane - 0.0021 U 1,1-Dichlorcethane 0.27 0.0021 U 1J.Dichlarciethylene 0.33 0.0021 'U 1,1-Didilaropropylene ^ 0.0021 U 1,2,3-Trfchlerobenzene ^ 0.0021 U I'2,3.7richloropropane 1.0021 U .021 U 1,2,11-TrIchlorobanzene 1,2,41-TrImethylbentano 3.6 0.021 U .OD43 1,2-Dibromo-3-chlorapropane GW21 U U 1,24bromoethane 0 1,2-filchloroberizime 1.1 0.0021 U 1,2.01chlamethane 0.02 0.0021 U 1,2.Dlchlcropropane - 0.0021 U 1,3,5-TrImethyllsenzene 84 M0021 U 1,3-Dichlarchenzene 2.4 0.0021 U 1,3-Dlchlorapropane - 00021 U 1,4-Dichlorobenzene 1.8 0.0021 U 1,4-Dlostane 0.1 0.086 U, 2,2-Dichlampropane - 0.002I U 2-Butamone 0.22 0,0021 U Z.Chforatoluene ^ 0.0021 UU 2-Hexanone 0.0021 4-Chlorotoluene MD021 U0.0021 U 4-Methyl-2-pentanone Acetone 0.05 0.0043 U 0.0043 U Acroleln O.D021 U Acrylartitede :,n,,ne 006 0.0021 U romoberizene 00021 U0.0021 U Bromachloromethane : tomodfchicromethane 0.0021 U 0 0.0021 U ram form oramomethane 0.0021 U0,0021 U Carboncisufficle Carbon tetrachloride 0.76 0.0021 U Chlombenzene 1.1 0.0021 U Chloroethane 0.0021 U Chloroform 0'37 0.0021 U Chloromethane - 0.0021 ^U cis-1,2.131chlorciethylene 0.25 0.0021 U els-1,3-Dichlorapropylene 0.0021 U0.0021 U Cyclohexane Dibrumatchlaromothano .0.0021.0021 UU Dibromometh ne Olchlorofflfluoromethane 00021 U Ethyl Benzene 1 0,0021 U Hexachlombutadiene 0.0021 U Isopropylbenzene 00021 U Methyl acetate 00023 1 Methyl tert-butyl ether(M7BE) 0.93 0.0021 U Methocydohexane 0.0021 U Methylen2C111011de 0.05 0.0043 U n-Butylbemene 12 0,0021 U n-Propylbenzene 3.9 00021 U ci-Xylene 11.021 U is.&m-Xylenes 0.0043 U p-isopropyltoluene ^ 0.0021 U =,Butylbenzene 11 0.01121 U Styrene 0.0021 U Cert-Butyl alcohol(TBA) 0.0043 U tert-Butylberizene 5.9 0.0021 U Tetrachloroethylene 1.3 0.0021 U Toluene 0.7 010021 U trans-1,24D[chlomethVIene 019 0.0022 U trans-1,3-DIchlorcipropylene 0.0021U TrIchloroethylene 0,47 0.0021 U rrichlonalluctromethane 0.0021 U Vinyl acetate 0.0021 U Vinyl Chloride 0.02 D.0021 U ftylenesTotal Q-26 0.0064 U NOTE&- Any Regulatory Exceedences are colorcoded by Regulation mg/kg..1j8gron;pgrkilograrn(.k.L parts permillim) NYSDEC-NcwYork State Department ofErvinonnicrittl CONOM11011 Q Is the Qualifier Column with definitions as follows: D-muh is from an w4lysts that retialmd adilution I-acullito detected as orabovi;the MDL(maod detection limit)but below the RL(Rcpart;ng Limit)-data is estimated U-analyte net detected at or above the level Indicated R�rjlyio(bond in dicanslysis batch Wink Lrr cult Is estimated and cannot bezitittififtly reported due to levels encountered or Interferences NT-thls biditancs the acolyte was not a target forthissumplo -ibis Indicates that no regulatory limit has been established for this analyte Q0.1hb 28836.110 v TABLE 1 SUMMARY OF BASIN SEDIMENT ANALYTICAL DATA PROPOSED SHIZEN HOTEL/SEDIMENT SAMPLE 2835 SHIPYARD LANE EAST MARION,NEW YORK soml•VOIatic t 8270"Cctri roliees 4e7?:'"-+;-,j v 8/x8 ```. r - r"'n.ngft'^'�..; 1,1'-Blphonyl ` 0.048 R U, 1,2,4,5-Tetrachlarobemane 0.096 U 1,2.4-fthlobentena 0046 U ro 1,20thlorobeatene 11 0.048 U 1,2.Olphenylhydradne(asAzobanz"a) 0.048 U 1,3•01chtorobentene 2A 0.046 U 1,4.01chlorobamono 1.6 0 A48 U 2,3A,6•Tetracldorophmol' 0.096 U 2,4,8-Trlchiarophenol p.046 U 2,4,64ftforophenol0.048 U' 2,4.01chloropbanol 0046 U 2q•Dimethytphanat 0.048 U 2A•01nitrophenal 0.096 U 2,4.0)nitrotoluene 0.048 U Z6.61nitratoluche 0.048 U 2•Chlamnaphthalene ' 0.048 U 2-Chlorophenol ` 0.048 U 2•Melhy1naphdraleno 0.048U I'methylphenol 083 0.046 U bNltroanlflole 0.096 U 2-NltmanIlI of 0.048 U 3•&4•Mathylphenols 0.048 U 3,8'•Olchlomem bidine ` 0.048 U 3-Nitmanillnu 0.096 U 4.G•D)nitt6-2-mathylphenol 0.096 U 4•brontophenylphanylether ' 0.046 U 4-Chloro•3•mothyiphanol 0.048 U 4•Chloraani0no ^ 0.048 U, 4•Chlorophenylphenyl ether 0.048 U 4-1,11troanillne ' 0.096 U 4-Nttrophanol 0.096 U Acenaphthene 20 0.048 U Acen3pht4tonl 100 0.048 U Acotophenona. 0A49 U Aniline ' 0.19 U Anthracene 100 0.048 U Atmzlne 0.048 U Bentaldohyde ' 0.048 U Demidlno 0.19 U Oemo(a)anthracene 1 0.048 U Bento)a)pytenc 1 0048 U Banto(b)Ruoranthene 1 0.048 U Bono{D,h,l)perylene 10D OA4B V Sento)k)Buoronthene 0.8 0.048 ' U Demolcadd - 0.048 U Bemylalcohol 0.048 U Dopy)butyl phthalate 0.0413 U Ols{2•chlaraathnsy)meUtane 0.046 U, Ols"lotoethyl)ether 0.046 U Bit(2shloraisopropliQather OA48 U Dls(Lethylheayllphthdata 0.048 U Caprobehim 0096 U carbazole 0.048 U Chrome 1 0.048 U Dibearo(ah)anthracene 0.33 0.048 U Dibantaturan 7 0.048 U Olethylphthalata 0.048 U Dlmathylphthalate 0.048 U 01•n-butyl phthalate ^ 0.046 U Obmottylphthakte 0.048 U Nuoranthenc 1DO DA48 U Flu.mm 30 0.048 U Heaachlombonzene 0.33 0.048 U Nocachlorobutodleno - 0" U Neaarhtorocyclopentadiene ^ 0.048 U tlelmchlorcethann 0.048 U Indeno{1,2,3-COPyrona 0.5 0.048 U, hophorone ' 0.048 U Naphthakne 12 OA49 U Nitrobencene 0.048 U N-Nltrosadimethylamina ' 0.048 U N•Ntroso•di•n•propylamine ' 0048 U N-Nitiosadiphenylamine 0.048 U Pentachlorophenol, 0.8 0.048 U Phonanthrene 100 0.048 U Phenol 033 0,048 U Pyrene 100 0.046 U Pyrfillne 019 U NOTES: Any Regulotory Eaceedencesare color coded by Repletion mgA6-mllliitune,per kllogmm(a lox ports permWion) NYSDEC-New Yodc State Depam=l of Envimamonial Conscrvelien Q Is the QuallOer Column ellh definitions as follows: D•mult Is fivm an molyy)s Thatrc4ulrml a dilution /^anolylo dclested as at above the MOIL(method deleclon IlmI0 but below the RL(Tlepontng Limit)-data is calloused Wmatyte not detected at orabove the level Indicated Ownalyle found In due analysis bath blank Eco ull Is estkmted end cutnal be accmatcly mpamd due to levels encoumered or Interferences NTM06 lndlates&aulyto-tms not■larger for thissamplo -this indicates that no regulatory lith has been enablhhod for thm salyte Y V11b 28836.00 TABLE 1 SUMMARY OF BASIN SEDIMENT ANALYTICAL DATA PROPOSED SHIZEN HOTEL/SEDIMENT SAMPLE 2835 SHIPYARD LANE EAST MARION,NEW YORK pe�tlddris;86BimryotNej` m:"',F:}.__+ _m, I!B'o 7) 4p'-000 0.0033 OA019 U 411'-ODE 0,0033 0.0019 U, d,4'-DDT 0.0033 0.0019 U Atdrin OA05 0.0019 U 31Pha-911C 0.02 0.0019 U 31phu-Chlordano OA94 0.0019 U beta-011C DA36 MOD19 U Chlordane,total 0.076 U delta•Blic 0.04 0.0019 U 01e1ddn 0JRI9 0.0019 U EndosullanI 2A 0.0039 U Endonallan II 2.4 0.0019 U Eadosullan sulfate ZA 0.0019 U Endrin 0A14 MOD19 U Enddnaddehyde 0.0619 U Endrin ketone 0.11019U pmme•BHC(Undane) 0.1 0.0019 U Eamma�Chlordarm 0A019 U Heptochlor 0.042 0.0019 U Heptadtiorapotdde 0.0019 U Methowchlor ` 0.0095 U Toxa keno 0.096 U aloisTTdrg�t Arir,ttjY,t?'T'_'T-" - .,`t'7 K8'"-r.^ 77 7, --Ter+6/�8� ?',e r Df-v--d„,r 1 J .t �ti,� onotlnn FaZtof,, .,. •','t �,', �,i�� L' _ _ •.'fid�2x:..--- s,. - Aluminum 695, Antimony 0.57 U Arsenic 23 L15 U Barlum 350 2.11 Beryllium 72 0.12 U Cadmium 2.5 0.34 U Coldum 6,820 Chromium 4A5 Cabalt - OSB Copper 50 2.86 Iron ` 2490 Lead 53 2.05 MaBnostum ` 401 Manganese 1600 22 Nickel 30 1.18 Potassium - 133 Selenium 39 LIS U Silver 2 0.57 U Sodium Thalllum LIS U Vanadium 6.67 Zinc 109 11.60 =SrtfB/KRF;.;f r i-:;s=am�/Lcg i+:5"_ j'_1 W'r+=,7 i.ti, is c - ;.� w.,t• tl ••.� �i„ ( Malculy D38 0034 U T6 talso�l�ds,+--=`:•;•�;� •i�•• 'z'^,q,=. ...,..,Ri't �'_.-,"�` m ,Y+ �;!';�r,T�y"`'e��._','i»=''-`ri�Y•t'-.,.' :9 0 u(�QLI f7ttOfr.. 't" ,i+={' _�rc.Y___.li L t `.�^.'_._,S• 1'4 -�'''1�..•- '++ fes''' �.ff 36 Solids 07.20 olythtaHr4ntad➢tphenYls�PW� i {tiaJKBti�''tt`' n^=rmBlKx "^ t- �+`•� Arac10r1D16OA39 U 4 Araclor 1271 0A19 U Arodar 1232 0 019 U Arocitu 1242 - 0.019 U Ametor 1248 0.019 U Aroctor 1254 - 0.019 U Aroclor 1260 0.019 U Total PCBs 0.1 1 0.029 1 U NOTES: Any Repbuny Eceeedoaua am cotereoded by Rephillon mgft-mllligrame perkllagram(a k e.puts per million) NYSDBC-New York Side Delmimeal orEnvlmnmental Conservation Q h she Qualifier Column with de0ollions as follumn D-resuh Is Oom an anolyslrthat required o dilution J-analyle detected mor above the htDt.(mdW dateedon Irm10 but below the RL(Reponrng Limo)-dam Is estimated U-wtylenet detected atorabove the level Indicated R+analym found In the analysis batch blank E-result Is estimated and cannot be aceamtely reported doe to levels encountered or Intetfartneee NTahlr indicates the amble was not a target for this sample --Ws Indicates that all regulatory limit has been established far this omlyle ,�� 28836,00 Attachment C Site Photographs Ahb T.V .41M 1 R I M-1 4 11 Z "Or WAS. 0'004si'� A) ZL•%V_ T-1, A, Photograph No sed to be dredged. -4 M, kN WIR Photograph;;I No.2: Photograph of the sample location where S-1 (0'-1')was taken from. View is from the south. "Ub Photograph No.I Photograph of the steel auger used to retrieve S-I (0'—I'). "LU 7 11W Photograpji No.4: Photograph of the S-1 (0'-1')lithology. Attachment D Soil Boring Log 10%b Site Loc. Shipyard Lane,E.Marlon Boring ID $-1 (0'-1') VHB ENGINEERING,SURVEYING Weather Sheet AND LANDSCAPE Drill Job# 28836 ARCHITECTURE,P.C. Company Date 100 MOTOR PARKWAY, Hauppauge,New York 11788 Drillers VHB Rep KW&MP Tel:631-787-3400 DTw Rig Depth- Sample ID PID epthFeet Description Notes Recovery Reading Sand-light and dark brown. No odor 1 Broken shells Approximately 3"of water is above boring. 2 Boring taken to approximately one foot below water line. 3- 4- 5- 6- 7- 8 45678 9- 1011 10- 11 12- 13- 14— is- 16- 17- 18- 19- 20 21314151617181920 Notes: Location: Attachment E Laboratory Analytical Data hb l�L Technical Report prepared for. VHB 100 Motor Parkway, Suite 135 Hauppauge NY, 11788 Attention: Stephen Kaplan Report Date: 08/05/2016 Client Project ID: 2835 Shipyard Lane, East Marion, NY 28836.00 York Project (SDG)No.: 16G1164 CT Cert.No.PH-0723 New Jersey Cort.No.CT-005 r;=3 '-� New York Cert.No.10854 PA Cem No.68.04440 8ORRTt) 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 1 of 16 Report Date: 08/05/2016 Client Project ID: 2835 Shipyard Lane,East Marion,NY 28836.00 York Project(SDG)No.: 16G1164 VHB 100 Motor Parkway, Suite 135 Hauppauge NY, 11788 Attention: Stephen Kaplan Purpose and Results This report contains the analytical data for the sample(s) identified on the attached chain-of-custody received in our laboratory on July 29, 2016 and listed below. The project was identified as your project: 2835 Shipyard Lane, East Marion, NY 28836.00. The analyses were conducted utilizing appropriate EPA, Standard Methods, and ASTM methods as detailed in the data summary tables. All samples were received in proper condition meeting the customary acceptance requirements for environmental samples except those indicated under the Notes section of this report. All analyses met the method and laboratory standard operating procedure requirements except as indicated by any data flags, the meaning of which are explained in the attachment to this report,and case narrative if applicable. The results of the analyses, which are all reported on dry weight basis (soils) unless otherwise noted, are detailed in the following pages. Please contact Client Services at 203.325.1371 with any questions regarding this report. York Sample ID Client Sample ID Matrix Date Collected Date Received 16G1164-01 S-1(0'-11) Son 07/28/2016 07/29/2016 General Notes for York Project(SDG)No.: 16G1164 I. The RLs and MDLs (Reporting Limit and Method Detection Limit respectively) reported are adjusted for any dilution necessary due to the levels of target and/or non-target analytes and matrix interference. The RL(REPORTING LIM1T1 is based upon the lowest standard utilized for the calibration where applicable. 2. Samples are retained for a period of thirty days after submittal of report,unless other arrangements are made. 3. York's liability for the above data is limited to the dollar value paid to York for the referenced project. 4. This report shall not be reproduced without the written approval of York Analytical Laboratories,Inc. 5. All samples were received in proper condition for analysis with proper documentation,unless otherwise noted. 6. All analyses conducted met method or Laboratory SOP requirements.See the Qualifiers and/or Narrative sections for further information. 7. It is noted that no analyses reported herein were subcontracted to another laboratory,unless noted in the report. 8. This report reflects results that relate only to the samples submitted on the attached chain-of-custody form(s)received by York. Approved By: Date: 08/05/2016 Benjamin Gulizia Laboratory Director Page 2 of 16 Sample Information Client Sample ID: S-1(0'-1') York Sample lD: 16G1164-01 York Project(SDG)No.- Client Project ID Matrix Collection Date7Plme Date Received- 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Volatile Oreanles.8260-Comprehensive Log-in Notes: Sample Notes: Sample Prepared by Moihod:EPA 503SA Repoded to DateMine Datefrime CAS No. Parameter Result Flag Units LODI6IDL LOQ Dilution Reference Method Prepared Analyzed Analyst 630.20.6 1,1,1,2-Tetrachloroethane ND uglkgdry 2.1 43 1 EPA8260C 0810MM17A2 COM201607:59 BK Ceniaaaaonr, CTD0tI,NELAC-NY10854,NJDEP 71-55-6 1.1.1-Trichloroethane ND ug/kg dry 2,1 4.3 1 EPAS260C 08103/201617:02 08/041201607:59 BK Cedificadans: CTD0H,NELAC-NY10854,NJDEP,PADEP 79.345 1,1,2,2-Tetrachloroethane ND u&Sthy 2.1 4.3 1 EPA8260C MUMS 17.02 08/04201607:59 BK Caninatlonr, CTDOHNELAC-NYIOBS4MJDllP,PADEP 76.13-1 1,1,2-Trichloro-1,2,2-M6uorocthane ND up/kgdry 2.1 43 1 EPA 9260C 08103201617:02 08/84201607:39 BK (Freon 113) Cedlfiallmr.. CrDOILNELAC-NYI08S4,NJDEP 79-00.5 1,1,2-Trichloroethane ND ug/kg dry 2.1 4.3 1 EPA8260C 08/03201617:02 0&!04201607:59 BK Cedificslions: C1D0H,NELAC-NY108S4,NJDBP,PADEP 75-34-3 1,1-Dichlorocthane ND uAg dry 2.1 4.3 1 EPAS260C - 08!01201617:02 08/04201607:59 BK Cediacallons: CM0H,NELAC-NY10854,N10EP,PADBP 7S-3S4 1,1-Dichioroethylene ND ug/kg dry 2.1 4.3 1 EPA8260C 08/03201617:02 08/04201607:59 BK Cediaallons: CTD0H,NELAC-NY108S4,N1DEP,PADE1` 563-58.6 1,1-Dlchlompropylene ND ug/kg dry 2.1 4.3 1 EPA8260C 08/03)201617:02 a&f04201607:59 BK Ccdinallons: NELAC-NY10854,NIDEP 87.61.6 1,2,34tichlorobcnzeno ND ugatgdry 2.1 4.3 t EPA8260C o8<03201617:02 08104201607:59 BK Cad fleallonr: NELAC-NYI085%NJDEP 96484 1,2,3-Michloropropane ND uWkgdry 21 4.3 1 EPA8260C 08/03201617:M 08/04201607:59 BK Cenifieations: NELAGNY10854,NJDEP 120.82-1 1,2,4-Tdchlorobenzene ND usft dry 2.1 4.3 1 EPA8260C 08/03201617:02 08/04201607:59 BK C"fiations: NELAC-NY10W4,NJDEP 9S-63.6 1,2,4-Trimelhylbenzene ND up/kgdry 2.1 43 1 EPAB260C 08/03201617:02 W041201607;59 DK Cediftalions: CTD0H,NELA6NYl0954,NJDEP 96-12.8 1,2-Dibromo-3-chloropropane ND ug/kg dry 4,3 86 1 EPA8260C 0810312 016 17:03 08/09201607:59 BK Cedificallore: CTD0II,NELAC-NY108S4MEP 106.934 1,2-Dibromocthane ND uglkg dry 2.1 43 1 EPA8260C oBAD1201617:02 08104201607:59 BK Cenificallore: CM0H,NELAC-NY10850J1)EP 95-SMI 1,2-Dicblorobcnzenc ND ug/kg dry 2.1 4.3 1 EPA8260C 08/03201617:02 08104201607:59 BK Cedifiallom: CrD0H,NE1AGNY10854,NJDPP,PADEP 107-06.2 1,2-Dichloroethane ND ug/kg dry.2.1 4.3 1 EPA 8260C 08/03201617:02 08/042016 07:59 BK Cedifiadens: CTDOII,NELAC-NY108S4,NJDEP,PADEP 78.87-5 1,2-Dichloropropano ND uglkg dry 2.1 4.3 1 EPA 9260C 08103201617:02 08!04201607:59 BK Cenigallonr. CTDOH,NELAGNY10854,NJDEP 108-67.8 1,3,5-Trimethylbenzene ND ug/kg dry 2.1 4.3 1 EPA826DC 09/03201617:02 09/04201607:59 HK Cedifiations: CT0011,NELAC-NY10854,NJDEP 54173.1 1,3-DIchlorobenzene ND ug/kg dry 2.1 43 1 EPA8260C 08/03201617:02 0&/04201607:S9 BK Cedinatians: CTDOH,NELAC.NY10854,NIOEP,PADEP 142-28-9 1,3-Dichloropropane ND uglkg dry 2.1 4.3 1 EPA 9260C 08103201617:02 08/04/201607:59 BK Cedlgations: NELAC-NY10854,14MEP 106.46.7 1,4-Dichloroben2ene ND ug/kg dry 2.1 4.3 1 EPA 9260C 08/03201617:02 08104201607:39 BK Cedtaations: CrDOH,NELAC-NYIO8S4,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357.0166 Page 3 of 16 Sample Information Ghent Snmle In, S-1(0'-1') `York Somnle ID: 16G1164-01 York Project(SDG)No. Client Project ID Matrix 'Collection'DalefrIme Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Volatile Organics.8260-Comprehensive Lop-in Notes:. Sample Notes: sample prepoted by Method:EPA5035A Repotted to Date/time Daeelflme CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 123-91-1 1,4-Dioxane ND ug/kgdry 86 170 1 EPA8260C 081032016t7:02 08104/201607:59 BK Cctal'icallons: NELAC-NY10854,141DEP 594-20.7 2,2-Dichlompropane ND ug/kg dry 2.1 4.3 1 EPA 8260C OB/N201617:02 08104201607:59 BK Cafificaltons: NELAGNY10854,NJOEP , 78-93-3 2-Butanone ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617:02 0804201601.159 BK Cedificationr. C 130H,NELAC-NY10854,NJDEP 9549-8 2-Chlamtoluene ND ug/kg dry 2.1 43 1 EPAS260C 0603201617:02 06104201607:59 BK Cedtficallons., NELAC-NY10854,N10EP 591-78.6 2-Hexanone ND ug/kgdry 2.1 4.3 1 EPAS260C OB/03201617:02 08/04201607:59 BK Cenifieallons: CrD011,NELAC-NY10854,NJDEP 106434 4-Chlomtoluene ND ug/kg dry 2,1 4.3 1 EPA 8260C 08/03/201617:02 08104201607:59 BK Cectificotlons: NELAC-NY10854AMP 108-10-1 4-Methyl-2-pentanone ND ug/kg dry 2.1 43 1 EPAS260C 08/031201617:02 06/0420160739 BK CedlOntiorm CTDOH,NELAC-NY10654.111DEP 67.64.1 Acetone ND ug/kg dry 4.3 8.6 1 UPA8260C 08103201617:02 08/0412016070 BK Cedifications: C000H,NELAC-NY10854,NJDEP 107-02-8 Acrolein ND ug/kg dry 4.3 8.6 1 EPA 8260C 0803201617:02 08/04201607:59 EK Ccnifieallons: CID0H,NELAC-NY10854,NJDEP 107-13-1 Acrylonittile ND ug/kg d4' 2.1 4.3 1 EPA 8260C 0803201617:02 0604201607:59 EK Cenincationr CCD0H,NErAC-NY108S4.NJDEP 7143-2 Benzene ND ug/kgdry 2.1 43 1 EPA 8260C 08/03201617:02 0810420160719 BK Ccdlfimtions: CM0H,NELAC-NY108S4,NJDEP,PADEP 108-96-1 Bromobcn=c ND ug/kg dry 2.1 4.3 1 EPA 8260C 08=01617.02 ORM201607:59 BK Certifications: NELAC-NY10854,NJDEP 74.97-5 Bromochloromcthane ND ug/kg dry 2.1 4.3 1 EPA 8260C 06103201617:02 08/04201607:59 BK CeNlleallons: NELAC-NY10854,NmEP 75-274 Bromodichloromethane ND ug/kg dry 2.1 4.3 1 EPAS260C 08/03201617:02 08!041201607:59 EK Cenifiwtians: CTD0H.NELAC-NY108S4,NJDEP,PADEP 75.25.2 Bromoform ND ug/kg dry 2.1 43 1 EPA 8260C 08/03201617:02 0804201607:59 BK Cenlaulien: CID0H,NELAC-NY10854,MDEP,PADEP 74-83-9 Bromomethane ND ug/kg dry 2.1 43 1 EPA'8260C 08/03201617:02 08104201607:59 BK Certification CM0HNELA6NY10854,NJDEP,PADEP 75-IS-0 Cerbondisulfide ND ug/kg dry 2.1 43 1 EPA8260C 0803201617:02 09/04201607:59 BK Cenificatianr. CTD0H,NELAC-NY10854,NJDEP S6.23.5 Carbon tetrachloride ND ug/kg dry 2.1 43 1 EPA 8260C 08103201617:02 0804201607:59 BK Ccnilieafionr. CM0H,NELAC-NY10854.NJDEP,PADEP 108-90-7 Chlombenzene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08103201617:02 08104201607:59 BK Cordfimdonx CM0HNELAC-NY10854,NJ0EP,PADEP 75-003 Chloroethane ND ugikg dry 2.1 43 1 EPA 8260C 0903201617.02 08/041201607:39 BK Catifinliotlx CM0H,NELAC-NY10854,NMEPFADEP 67-66-3 Chloroform ND uglkg dry 2.1 43 1 EPA 8260C 06/03201617:02 08/04/201607:59 BK Ccdifimdoar. CM0H,NELAC-NYI0B54.NJDEP,PADEP 74.87-3 Chloromethane ND ug/kgdry 2.1 43 1 EPA 8260C 06103201617:02 08/04201607:59 BK Cedifimilonr. CM0H,NELAC-NY10854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 4 of 76 F 4_ Sample Information Client SumpleID- S4(01-11) York Sample ID: 16G1164-01 York Protect SDCII No, Client Project ID Matrix Collection DaterrAme Date Received 1601164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Valntile Organics.8260-Comprehensive "Loa-in Notes: Sample Notes: Sample Prepared by Method:EPA5035A Repodedto Date/Time DateMme CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 156.59-2 cis-1,2-Dlchloroathyleac ND ug/kg dry 2.1 4.3 1 EPA 8260C 081031301617:02 CaMI201607:59 BK Cedigwlions: CTO0H.NELAC-NY108S4,NJDEP 10061-01-5 cis-1,3-Dichloropropylene ND ug/kg dry 2.1 4.3 1 EPA9260C 03103201617:02 08109/201607:59 BK Cediflmdons. CIDOH,NELAGNY10854,NJDEP,PADEP 110.82-7 Cyclohexane ND ug/kg dry 2.1 4.3 t EPAS260C Oero3/201617:02 081041201607:59 BK CatiOcadoro: NELAC-NY10854,NJDEP 124.48.1 Dibromochloromethane ND ug/kg dry 2.1 43 1 EPAS260C 06!03/201617:02 08/041301607:59 RK CediBeations: NBLAC-NY10854,NJ0EP,PADEP 74.95-3 Dibromomethane ND ugft dry 2.1 4.3 1 EPAS260C 081031201617:02 08/041201607:59 BK Cedificat1wr NELAC-NY10654,NJDEP 75-71-8 Dichlorodifluoromethane ND up/kgdry 2.1 4.3 1 EPA 8260C 08103/!01617:02 08109201607:59 BK CaniBeatlans: NELAGNY10854,NJD11P 10041.4 Ethyl Benzene ND ug/kgdry 2.1 43 1 EPA 8260C 08!03201617:02 08!04/201607:59 BK Caririeadonr CTD0H,NELAGNY108S4,NJDEP,PADEP 87-68-3 Hexachlorobutadiene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08103201617:02 08104/201607:59 BK Cedifieallons: NE1AC-NY10854,NJ0EP 98-82-8 Isopropylbenzene ND ug/kg dry 2.1 4.3 1 EPA 8260C 0810320161702 08104201607:59 BK Cedifieallom: CT130H,NELAGNY10854,NJDEP 79-20-9 Methyl acetate 2.3 7 ugOrgdry 2.1 43 1 EPAR60C 08103/301617:02 08104201607:59 BK Cedifkalions: NELAGNY108$4,NJDEP 163404 4 Methyl tort-butyl ether(MTBE) ND ug/kg dry 2.1 4.3 1 EPA 8260C 08103201617:02 08104/301607:59 BK Cediffmilonr CM0H,NELAC-NYI0854,NJDEP 10847-2 Methylcyclohexane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08103201617:02 08/04201607:59 BK Certifications: NELAC-NY10854,NJOEP 75-09.2 Methylene chloride ND ug/kg dry 4.3 8.6 1 EPA 8260C 08103201617:02 08104201607:59 BK Cedifieadom: CPDOHNNELAC-MOBUMDEP,PADUP 104-SI-8 n-Butylbenzene ND ug/kg dry 2.1 4.3 1 EPA 8260C 01=01611.02 08104/20160739 BK Cedlneadonc CTDOH,NELAGNY10854.NMEP 103.65.1 n-Propylbenzene ND uWkg dry 2.1 4.3 1 EPA 9260C 08103201617.013 OB/C92016 0749 BK Cedlficattonn CPDOH,NELAGNY108S4,NJ13EP 9S-474 O-Xylcnc ND ug/kg dry 2.1 4.3 1 EPA 8260C 08103201617:02 06109201607:59 BK Cedificatians: CM0H,NBLAGNY10854 179601-23-1 p-&m-Xylencs ND ug/kg dry 4.3 L6 1 EPA 8260C 08103201617.02 08104201607:39 BK Cedificarlour. CrDOH,NELAGNY10854 99-87.6 p-Isopropyltoluene ND ug/kg dry 2.1 4.3 1 EPA 8260C 0=3201617:02 08109201607:59 BK Ccrtifiealioas: CCD0H,NELAGNY10854,NJDEP I3S-98.8 sec-Butylbenzene ND ug/kgdry 2.1 4.3 1 EPA 6260C 08103201617.02 08/04/201607:59 BK CediBeations: ClD0H,NELAGNYIOB$4,NJD2P . 100-42-5 Styrene ND ug/kg dry 2.1 43 1 EPA 8260C 0810320161702 081042x1607:59 BK Cedifica0ans CrDOH,NELAGNY10M.NJDEP 75-6S-0 tent-Butyl alcohol(TBA) ND ug/kg dry 4.3 8.6 1 EPA 8260C OBID3201617:02 08/042016 0759 BK Cedificadons: NELAC.NY10854,N)DEP 98-06.6 Cert-Bulylbenzene ND uglkg dry 2.1 4.3 1 EPA8260C 08103201617:02 081041301607:59 BK Cedifimdam CfD0H,NJILAGNY10B54.NJDCP 120 RESEARCH DRIVE STRATFORD,CT 06616 (203)325-1371 FAX(203)367-0 66 Page 5 of 16 Sample Information Client Snntnle ID• S-1(01-11) York SamplelD: 16G1164-01 York Proiect(SD4)No, Client Pro-t 1D Matrix Collection Dntefrimg Date Received 1601164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Volatile Organics.8260-Comprehensive Log-in Notes: Sample Notes: Sample Prepared by Method:EPA 5035A Reported to Date/Plme DateMme CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 127-184 Tetmchloroethykne ND ugllcgdry 2.1 43 1 EPA 8260C W03/201617:02 08104QO1607:59 BK Cenificatienr CfDOH,NELAC-NY10854.NJDEP,PADEP 108.88-3 Toluene ND ug/kg dry 2.1 43 1 EPA8260C 08103/201617:02 08104120160739 BK Cenlfiealions: CrD0H,NELAC-NV108S4,NJDEP,PADEP 156605 trans-1,2-Diehlomethylene ND ug/kg dry 2.1 43 1 EPA 8260C 08/03/201611:02 0810001607:59 BK Ccaifrcatlons: CID0H,NELAC-NYI08S4,NJDEP 10061-02-0 trans-l,3-D1chloropropylen0 ND ug/kg dry 2.1 4.3 1 EPA 8260C 09103201617.02 08/04/201607:59 BK Cenifladloes: C17JOH,NELAC-NY108S4.NmEP,PADEP 79-01.6 Trichloroethylene ND ug/kg dry 2.1 4.3 1 EPAS260C 08103201617,02 091041201607:59 BK CeAHicallons: CrDOtl,NELAC-NY10854,NJDEP,PADEP 75.69.4 Trichlorofluoromethane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617:02 08/04201607:59 SK Ceaifieadons: CTOOH,NEJAC-NY108SCMDEPTADEP 108.05.4 Vinyl acetate ND uAS dry 2.1 43 1 EPA 8260C 08103201617:02 0804201607:59 BK - Ccnificalions: NELAC-NY10854,NJDEP 75-01-0 VmyiCbloride ND ug/kg dry 2.1 4.3 1 EPA 8260C 09103201617:02 0804201607:59 BK Cenlficallons: CrDDH,NELAC-NY109S4,NJDEP,PADEP 1330-20-7 Xylenes,Total ND ug/kgdry 6A 13 1 EPA 8260C aWkO1617:02 09042016D749 BK CMlfieatlons: CrE10KNELAC-NYIOSS4,NJEOMPADEP Surrogate Recoveries Result Acceptance Range 17060-07-0 Surrogate:1,2 Dfeblomethaned4 105% 77-125 2037-26-S Surrogate.TofuenedS 98.1% 85-120 460-00-0 Surrogate.p4mmofluorobenzene 97.0% 76-130 Semi-Volntiles.8270-CoMprehensivc Log-in Notes: Sample Notes: Sample Prepared by Method:EPA 3550C Repmtedto Date/11me Date/Time CAS No. Parameter Result Flag Units LODINDL LOQ Dilution Reference Method Prepared Analyzed Analyst 92-52-0 1,1'-Biphenyl ND ug/kg dry 47.9 95.6 2 EPA 9270D OB1a41201606:47 08/05201602:04 KH Cestinwuom: NELAC-NY10954,NJDEPPADEP 95-94-3 1,2,4,5-Tetmchlombenzeno ND ug/kg dry 95.6 191 2 EPAB270D ON09201606:47 08105201602:04 KH Cenifiealloar. NELAC-NYI08S4,NJ0EP.PADEP 120.82-1 1,2,4-Ttichlorobenzene ND uglkgdry 479 95.6 2 EPA 9270D 080420N06:47 08105201602:04 KH Certifieationc CrDOH,NEIAC-NY10854,N1DEP,PADEP 95-50-1 1,2-Dichlorobenzene ND ug/kg dry 479 95.6 2 EPA8270D 08104201606:47 08105201602:04 KH Certifications: NBLAC-NY10854,PADRP 122-66.7 1,2-Diphenylhydmzine(as ND ug/kgdty 479 95.6 2 EPA 8270D 09J04201606A7 09105201602:04 KH Azobenzene) Cadriieallear. NELAC-NY10854AMEPTADEP 541.73-1 1,3-Dichlorobeniene ND ug/kg dry 47.9 95.6 2 EPA 8270D 081041201606:47 08/051201602:04 KH Certlneations: NELAC-NY10834,PADEP 106.467 1,4-Dichlorobenzene ND ug/kg dry 47.9 95.6 2 EPA 8270D OBJOM1606.47"0805201602:01 KH Cedifieallons: NELAC-NY10854,PADEP SB-9D-2 2,3,4,6-7btmchlorophenol ND uglkgdry 95.6 191 2 EPA 9270D OB04I201606:47 Os051201602:04 KH Certificallom: NELAC-NY19854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)326-1371 FAX(203)35-0166 Page 6 of 16 Sample Information Client Sample 1D: S-1(01-1) York Sample ID: 16GI164-01 York Project(SDG)No. Client Project ID Matrix Collection Datc/fime Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Semi-VolntUes,8270-Comnrehetisive Lok-In Notes: Sample Notes: Sample Pmpm vd by Method:EPA3550C Repartedto Date/flme Date/time CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 95.954 2,4,54richlorophonol ND ug&gdry 47.9 95.6 2 EPA 32700 0804201606:47 08105/201602:04 KH CrAlficelions: C71)OH,NELAC-NY10854,NJDEP,PADEP 88-06-2 2,4,6-7Wchlorophenol ND ugft dry 47.9 95.6 2 EPA8270D 08041201606:47 OB1054101602.04 KH Cenificalions: CM011,NEIAC•NY10B54,NJDEP,PADEP 120.83.2 2,4-Dichlorophenol ND ug/kg dry 47.9 95.6 2 EPA8270D 08/04201606,47 08051201602:04 KH Ce"Ifleodons: CID0H,NOtAC-NY108S4,NJDHP,PADEP 105.67-9 2,4-Dimethylphenol ND ug&gdry 47.9 95.6 2 EPA8270D 08104201606:47 08/051201602:04 KH Cetineollotu: CM0H,NELAC-NYIO8S4,NJDEP,PADEP Si-28-5 2,4-Dinitrophenol ND ug&gdry 95.6 191 2 EPA8270D 08041201606:47 011105201602:04 KH Cedinalions: CTD0H,NELAC-NYt08S4,NJDEP,PADEP 121-14-2 2,4-Dinitrotoluene ND ugJkgdry 47.9 95.6 2 EPA8270D 08IM01606:47 06105201602:04 `KH Cedincaliam: CTD0H,NELAC-NY108S4,NJDEPPADEP 606.20-2 2,&Dinitrotoluene ND ug/kg dry 47.9 95.6 2 EPA8270D 0N041201606A7 081051201602:04 KH Ccsllacotions: CJDOH.NEI.4C-NY108S4,NJDEP,PADEP 91-58-7 2-Chloronaphihalene ND uZAS dry 47.9 95.6 2• EPA8270D 08104201606:47 0805201602:04 KH CeMnrntions: CID0H,NELAC-NY10854,NJDEP,PADEP 95-57-8 2-Chlorophenol - ND ug&gdry 47.9 95.6 2 EPA8270D 0OW01606:47 08165201602:01 KH Coninations: CM0H,NELAC-NY1011M.NJDEP,PADEP 9147.6 2-Methylnaphthalene ND ug&g dry 47.9 95.6 2 EPAS270D 08/04201686:47 081051101602:04 KH + Cestifiatiom: CTD0H,NE1AC•NY10851,NJDEP,PADEP 9548.7 2-Methylphenol ND ug&gdry 47.9 95.6 2 EPAS270D 0804201606:47 08105201602:04 KH Cef ifialions: CTDOH,NELAC-NY10934,NJDEP,PADEP 88-744 2-Nitroaniline ND ug&gdry 95.6 191 2. EPAS270D 08/04201606:47 01105201602:04 KH Ccdiaations: C7130H,NELAC.NYIOBS4.NJDEP,PADEP 88-75-S 2-Nitmphcnoi ND uglkgdry 47.9 95,6 2 EPA8270D OSM4201606:47 08051201602:04 KH CwtHications: CTI)OH.NELAC-NY1011SCMDERPADEP 65794-96.9 3-&4-Methylphenols ND ug&gdry 47.9 95.6 2 EPA9270D .08041201606:47 08/0520160-:04 KH Certnations: CM0H,NELAC-NY10854,NJ0EP,PADEP 91-94-1 3,3'-Dichlorobenzidine ND ug&gdry 47.9 95.6 2 EPA8270D 080412016 06:47 0805201602:04 KH Cadifiations: NE1AC-NY10854,NJDEP,PADEP 99-09.2 3-Nitmaniline ND up/kgdry 95.6 191 2 EPAR270D 08M201606:47 081051201602:04 KH Certifications: CID0IJ,NEIAC-NY10854,NJDEPPADEP 534-52-1 4,6-Dinitro-2-methylphenol ND ugfkg dry 95.6 191 2 EPA8270D 01110420160647 08105201602:04 KH Ccaifiadons: CMGH,NELAC-NYIO854,NJDEP,PADEP 101-SS-3 4-Bromophenyl phenyl ether ND ug/kg dry 47.9 95.6 2 EPA 8270D 08042016 06:47 06105201602.04 KH Cedifiatlons: CM0H,NELAC-NY10854.NJDHP,PADEP 59.50-7 4-Chloro-3-methylphenol ND ug&gdry 47.9 95.6 2 EPA8270D 0804/101606:47 0805201602:04 KH Cer ifiatlons: Cf1)0H,NELAC-NYIOB54,NJDEP,PADEP 10647-8 4-Chloroaniline ND up/kgdry 47.9 95.6 2, EPAR270D 00/09201606:47 08051201602:04 KH Celdfiatlons: CTDOH,NM AC-NY10854,NJDEPPADEP 7005-72-3 4-Chlorophenyl phenyl ether ND ug&g dry 47.9 95.6 2 EPA 8270D 08104201606:47 08/051201602:04 KH Cesdnaliono CrDOH,NELAC-NY10854.NJDEP,PADEP 100-01.6 4-Nitmaniline ND ugft dry 95.6 191 2 EPA8270D 01110 4 2016 8 6:47 0805201602:04 KH Cesdfiatlons: Ct1)0H,NELAC-NY10H54,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD.CT 06615 (203)325-1371 FAX(203)357-0166 'Page 7 of 6' Sample Information Client Sample M: S-1(0'-1') York Sample To: 16G1164-01 York Project(SDti)Not Client Project ID Matrix -Collection Date/time Date Received 16131164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 gem1-Y61aflles,8270-Comprehensive Lot-in Notes: Snmple Notes: Sample Prepamd by Method:EPA3550C RepoM to DatdTlme Date/time CAS No. Parameter Result Flag Units LODJMDL LOQ Dilution Reference Method Prepared Analyzed Analyst 100-02-7 4-Nitrophcnol ND ugJkgdry 95.6 191 2 EPA 9270D 09104016 06.47 08105/201602:01 KH Ccninallom: CTDOH.NELAC.NY10854,NJDEP.PADEP 83.32.9 Acenaphthene ND uglkgdry 47.9 95.6 2 C-PA8270D ORIMO1606A7 08/051201602:04 KH Ceninallms: CfD0H,NELAC-NY108S4,NJDEP,PADEP 208.96.8 Acenaphthylene ND uglkgdry 479 95.6 2 EPA 6270D 08104201606:47 08NS1201602:04 KH Cadfleatlons: CrD0H,NELAC-NY108S4,NJDEP,PADEP 98.86.2 Acetophenone ND uglkgdry 479 95.6 2 FPAR270D 08!04201606:47 08105201602:04 KH Cerli t flons: NELACNY10854,NMBP.PADEP 62-53-3 Aniline ND ugBgdry 191 383 2 EPA8270D 08/04/201606:47 08105201602.04 KH Cehlnatiom: NELAC-NYl08S4,NJDBP,PADEP 120-12-7 Anthracene ND uglkgdry 47.9 95.6 2 EPA8270D 08M201606.47 08/05201602:04 KH Ccniriadom: CSDOH,NELAC.NY10854,NJDEP,PADBP 1912-249 Atrazine ND ug/kg dry 47.9 95.6 2 EPAS270D 08/041201606:47 08/05201602:04 KH Cenifiallom: NP.LAC-NY10854,N)DEPPADEP 100.52-7 Benzaldehyde ND ug/kg dry 479 95.6 2 SPA9270D 06104201606:47 CUM/20160L-04 KH Ceninaltons: NEIAC-NY108S4,N1DEP,PADEP 92-87-S Benzidine ND ug/kgdry 191 383 2 EPA8270D 08104201606:37 08/05201602:04 KH Ccnlnalions: Cr00H,1JE1AC-NY10834,PADEP 56.55-3 Benzo(a)anthmceno - ND ug/kgdry 47.9 95.6 2 EPA8270D ORM4201606A7 08105/201602:04 KH ' Cenlflanons: C[D0H,NELAC-NY10854,NJDEP,PADEP 50.32-8 Benzo(a)pyrene ND uglkgdry 479 95.6 2 EPAS270D 08104201606:47 OSMS201602:04 KH Ceniliicellons: CrD0H,NELAC-NY108S4,NJDEP,PADEP 205-99-2 Benzo(b)fluoranthenc ND ugfkg dry 47.9 95.6 2 EPAS270D 08/04201606.97 O8/0S201602:04 KH Cealfkaliom: CIIJ0H,NELAC-NY10854,NJDEP,PADBP 191-242 Benze(g,h,i)perylcne ND ug/kg dry 47.9 95.6 2 EPA9270D 08J042016OW 08!03201602:04 KH CMifiadons: CIDOH,NELAC.NY10854,NJDEPPADEP 207-08-9 Benzo(k)fluomnthene ND uglkgdry 479 95.6 2 EPAS270D 08104201606.47 08105201602:04 KH Cenlfialtons: CM0H,NELAC-NY10854,NJDEP,PADEP 65-85-0 Benzoic acid ND ug/kg dry 47.9 95.6 2 EPA 9270D 08104201606:47 OWOS201602.04 KH Ccniaallom: NELAGNY1g854XDEP.PADEP 100-51-6 Benzyl alcohol ND ug0:gdry 47.9 95.6 2 EPAS270D 08/041101606:47 08/0520160204 KH Cenifialions: NELAC-NY108S4,N1DEP,PADEP 85.68.7 Benzyl butyl phthelale ND uglkg dry 479 95.6 2 EPA8270D NINON 06:47 08107201602:04 KH Cenifialtonx CfDOH,NELAC-NY10854,NJDEP,PADEP 111-91.1 Bis(2-chlorocthoxy)mcthane ND ug/kg dry 479 95.6 2 EPA8270D 08104201606:47 0WOM01602:04 KH Cedinatiom: CI'DOH.NELAC-NY10854NJDEP,PADEP 111.44.4 Bis(2-chloroethyl)ether ND uglkgdry 479 95.6 2 EPA8270D DSIMO1606A7 OVOS201602.04 KH Cedifiations: C[D0H,NEIAC-NY10854,NJDEP,PADEP 108-60.1 Bis(2-chloroisopropyl)ether ND ug/kg dry 47.9 95.6 2 EPA 9270D 081041201606:47 08103201602:04 KH Ccri fialions: CCD0H,NE1AC-NY10854,NJDEP,PADEP 117-81-7 Bi9(2-ethylhcxyl)phthalatc ND uglkgdry 47.9 95.6 2 EPA8270D OBro4201606A7 08105201602:04 KH CMinmtians: CM0H.NELAC-NY10850JDEP,PADEP 105.60.2 Caprolactam ND agftdry 95.6 191 2 EPAS270D 08104201606:47 08/03201602:04 KH Certlfiailom: NELAC.NY10854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD.CT 06615 (203)325-1371 FAX(203)357.0 66 Page 8 of 16 -, Sample Information Client Sample ID- S-1(01-1') York Sample to:, 16G1164-01 York Pfoiect(SD[3?'NI% Client Praicct TO Matrix Collection Datefrime Date Received 1601164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Setnl-Volatiles.8274-Comprehensive Lae-lwbiotes: Samnie Notes: Sampie Prepared by Method:EPA3550C Rgenedto DaIPMme Date/Plme CAS No, Parameter Result Ylag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 56-74-8 Carbazole NO ug&gdry 47.9 95.6 2 EPAS270D 08104201606:47 OBIOSU01602:04 KH Cedificallons: CPD0H,NELAC-NY108S4.NJDEP,PADEP 218-01-9 Chrysene NO ug/kgdry 47.9 95.6 2 EPA8270D 08/04/201606:47 O8/M201602:04 KH CenEkalions: CMOH,NRI.AG14YI0854,N)DEP.PADEP S3-701 Dibenzo(a,h)anthracene NO _ ug/kg dry 47.9 95.6 2 EPA8270D 081041201606:47 08/051201602:04 KH Cenincanons: CM0H,NELAC.NY10854XJDBPPADEP 13264.9 Dibenzofumn NO ug/kg dry 47.9 95.6 2 EPA8270D 081041201606:47 08/051201602:04 KH Cordficallonr CTD0H,NELAC-NY10954.NJDBP.PADEP B"6-2 Dtethylphthalate - NO uglkg dry 47.9 95.6 2 EPAS270D ORM41201606:47 005r201602:04 KH Cenificalions: CrDO11,NELAGNY10B54,NJDEPPADEP 131-I1-3 Dimethyl phthalate NO up/kgdry 47.9 95.6 2 EPA8270D 118104/201606:67 08/05/201602:04 KH Cenifiaallans: CrDOH.NELAC-14YI0854.NJDBPPADEP 84-74.2 Di-n-butyl phthalate NO ug/kg dry 47.9 95.6 2 EPAS270D 08/041201606:47 091051201602.04 KH Ccrlifmuliona: MOH.NELAC-NY10854MMEP.PADEP 117.84-0 DI-n-octylphthalate J NO ug/kg dry 47.9 9S.6 2 EPA8270D 08104201606:47 08105201602:04 KH CediRmlJons: CTDoH,NELAC-NY10BS4,NJDEPPADEP 20644.0 Fluomnlhene NO ug/kg dry 47.9 95.6 2 EPAR270D 08/04201606:47 09/05201602:04 KH Cenificalions. CMOHNELAC-NY10854,NJDP.P.PADEP 86-73.7 Fluorenc NO ug/kg dry 47.9 95.6 2 EPA8270D 08104201606:47 08/05201602:04 KH Cenificadons NE1AC-NY10854,NJDEPTADEP 118.74.1 Hexachlorobenzene NO upJkgdry 47.9 95.6 2 EPA8270D OM/2016 06:47 08/05/201602:04 KH Certifications CM0H,NELAC-NYIOB54,NJDEP,PADEP 87-68-3 Hexachlorobuladicn0 NO ug/kg dry 47.9 95.6 2 EPA8270D 08/041201606.47 09105201602:04 Kit Ceri ficallons: CM0H,NELAC-NY10854,NJDEP,PADEP 77.47.4 Hexachlomcyclopentadiene NO ug/kg dry 47.9 95.6 2 EPAS270D 08104201606:47 08/051201602:04 KH Cerdficoaons CrDOH,NELAC-NY10854.NJDEP,PADEP 67-72-1 Hexachlorcethene NO ug0:gdry 47.9 95.6 2 EPA8270D 08/041201606:47 08105201602:04 KH Ceninealionr CTDo11,NELAC-NY10854.NJ0R%PADEP 193-39-5 Indcno(1,2,3-cd)pyrenc NO uglkg dry 47.9 95.6 2 EPA8270D 08IM01606:47 09/051201602:04 KH Ccnificadons: CTD0H,NELAC-NY10854,Nm11P,PADBP 7859.1 Isophorone NO uPJkgdry 47.9 95.6 2 EPAS270D 08104201606:47 08105201602.04 KH Cenificedans: CI7JOH.NELAC-NY10854=EP.PADEP 91-283 Naphthalene NO uglkgdry 47.9 95.6 2 EPAR270D 061041201606:47 08/03201602:04 KH Cenificadanv. C=H,NE1AC-NY10854,NJDEP,PADEP 98.95-3 Nitrobenzene NO ug1kSdry 47.9 95.6 2 EPAS270D 08/0420160647 0805201602:04 KH Codification, CTD0H,NELAC-NYI0BS4,NJD8%PADEP 62-7S-9 N-Nitrosodimethylamine NO ug/kg dry 47.9 95.6 2 EPAS270D 08104201606.47 - 081051201602:04 KH Cenifieatlons CIU0H,NELAC-NY10854,NJDEPPADEP 621-64-7 N-ni1ro9D-d1-n-pmpylamine NO ug/kg dry 47.9 95.6 2 EPAS270D 081041201606:47 08/05201602:04 KH Ccnincedonr CrDOH,NELA4NY108S4,NJDBP,PADEP 86.30.6' N-Nitrosodiphcnylaminc NO uAgdry 47.9 95.6 2 EPAS270D 09/04201606:47 08/05201602:04 KH Cenineadons C7DOH,NEIAC.NY10854.NmgP,PADEP 87-86.5- Pentachlorophenol NO ug/kg dry 47.9 95.6 2 EPAS270D OSIM01686:47 ORMS201602:04 KH -Certifications CIDOHNELAC-NY10854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)3570 66 ,Page 9 of 16 sss��z_�. err-�^..�..-r.acs-=-a�,-..^r✓-.^^^ _ Sample Information Client Sammie 11D• S-1(0'-1') York Sample ID: 16431164-01 .York Proleci(SDG)No: Client Project ID Matrix Coilectiop- atemme Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Semi-Volatiles.8270-C.oJnDrehensive Loe=in Notes: Sample Notes: Sample Prepared by Method:EPA 3550C Reported to DateMme Date/Time CAS No. Parameter Result Flog Units LOD/MDL LOQ Dilution RoferenceMethod Prepared � Analyzed Analyst 85-01-8 Phenanthrene ND uglkgdry 479 95.6. 2 EPA 8270D 09(04201606.47 08105201602:04 KH Certifications: CrD0H.N11LAC-NY10854XDGP,PADGP 108-95-2 Phenol ND ug/kg dry 47.9 95.6 2 EPA 8270D 0 810 413 016 06:47 08105201602:04 ICH Cehlficallons: Cr00H,NELAC-NY1Q8S4XDEP,PADEP 129-00.0 pyrene ND uglkgdry 47.9 95.6 2 EPA 8270D 08/04201606:47 08/05201602:04 ICH Cntlficallons: CIDOH.NEIAC-NY10854,NJDEP,PADEP 110.86.1 Pyridine ND ugatgdry 191 383 2 EPA8270D 0 810 4201 6 06.47 GY05201602:04 KH Cortifialions: CfD0H,NELAC-NY10854.NJDGP,PA13EP Surrogate Recoveries Result Acceptance Range 367.12.4 Sunngate:?Fluamphenol 39.7% 20-108 4165.62-2 Surrogate:Phenol-dS 43.3% 23-114 4165-0-0 Surrogate:Nitrobenzene-dS 40.9% 22-108 321.60.8 Surrogate:2-Fluoroblphenyl 44.5% 21-113 118-79.6 Sunugate:2,4,6-Mbromophenol 44.5% 19-110 1718-51.0 Surrogate:TerpheeyI414 38.2% 24-116 Pesticides,8081 tpreet list Log-in Notes: Sample Notes: Sample Prepared by Method:EPA 3550C Reported to DateMme Datrll'Ime CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 72-54.5 4,4'-DDD ND ugft dry 1.89 1.89 5 EPA808113 08/04201614:48 08/05201610:52 AMC Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 72-55-9 4,4'-DDE ND ug/kg dry 1.89 1.89 5 EPA868113 08104201614:48 0810520161032 AMC Cortiaealions: CTDDH.NGLAC-NY10854.N11)EP,PADEP 50-29-3 4,4'-DDT ND ug/kg dry 1.89 1.89 s EPASOSIB 08/04201614:48 08/05201610:52 AMC Ceniaallom: cmoH 14ELAC-NY10854.NJDEP,PADEP 3094)0-2 Aldrin ND uglkgdry 1.89 1.89 5 EPABOSIB 09/04201614.48 OSM5201610:52 AMC Cenifiallons: CrDOH,NELAC-NY10BS4,WDEP,PADEP 319.846 alpha-BHC ND ug/kg dry 1.89 1.89 5 EPA8081B 08(04201614:48 0810520161032 AMC Certifications. CM0H,NELAC-NY10854j1 EP,PADGP 510371-9 alpha-Chlordane ND ug&gdry 1.89 1.89 5 EPA8081B 08842016 HAS 09105201610:52 AMC CenlOeallons• NELAC-NY10854,NJDEP 319.85.7 beta-BHC ND uglkgdry 1,89 1.89 S EPA8081B 08/04201614:48 08/05120161062 AMC Certifications: CWoH,NELAC-NY10854.NIDEPFADEP 57-74-9 Chlordane,total ND ug/kg dry 75.6 75.6 S EPA8081B 08104201614:48 09/052016 1062 AMC CeniGcallons: C7DOH,NELAC-NY10854,NJDBPPADEP 319-86.8 delta-BHC ND u&S dry 1.89 1.89 5 EPA 80818 08104201614:48 08/0520161062 AMC Certifications: CTD0H,NELAC-NY10B54XDEP,PADEP 60.57-1 Dieldrin ND ug/kg dry 1.89 1.89 5 EPA8091B 08104201614:48 08/0520161062 AMC Certifications: CID0H,NELAC-NY10854,NWEP,PADEP 959.98-8 EndosulthnI ND ug/kg dry 1.89 1.89 $ EPA808113 08!0420161448 0810520161062 AMC CeNEallons. CTD0H,NELAC-NY19854MDEP,PADEP 120 RESEARCH DRIVE STRATFORD;CT 06615 (203)325-1371 FAX(203)357.0166 Page 10 of 16 Sample Information Client Somnle ID: S-1(W-1) York Sample 1D: 16G1164-01 York Praleet MGM, Client t ProiectdD Matrix Collection Date/time Date Received 1601164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Pesticides.$081 target-list LoP-4 Notes: Sainnle Notes: Sample Prepared by Method:EPA 3550C Repodedto - Date/time Date/time CAS No. Parameter Result Flag Units LODIMDL LoQ Dilution Reference Method Prepared _ Analyzed Analyst 33213-65-9 EndosulfanI1 ND ug/kg dry 1.89 1.89 5 _ EPA8081B 09/04201614:48 08/05)201610:52 AMC Cenlricetions: CrDOH,NELA6NY10854,NIDEP,PADEP 1031-07-8 Endosulihn sulfate ND ughgdry 1.89 1.89 5 EPA8081B 08104201614:48 005/201610.52 AMC CeWfleatlons: CrD0H,NELAC-NYI08S4,NJDEP,PADEP 72-20-8 Endrin ND ug/kgdry 1.89 1.89 5 EPA8081B 0810412016 14A 08105201610:52 AMC Cedirxations: CfD0H,NELAC-NY10BS4,NIDEP,PADEP 7421.934 Endrin aldehyde ND ug/kgdry 1.89 1.89 5 EPA8081B 08/042016 WAS ORM5201610:52 AMC CedlEeollons: CrD0HN0LAC-NY10854,NJDEP,PADEP 53494.70.5 Endrin ketone ND uglkgdry 1.89 1.89 5 EPA80811) 09IM01614:48 08/05201610:52 AMC CeftHicallons: C1DOH,NE[AC.NYI0B54,NIDEP,PADEP 58-89-9 gemma-BHC(Lindene) ND ug/kg dry 1.89 1.89 5 EPA8081B 08M/2016 14:48 08105201610:52 AMC Ccdlfieatlons: C1DOH,NE1AC-NY10854.NJDEP,PADEP 5566.34-7 gamma-Chlordane ND uglkgdry 1.89 1.89 5 EPA8081B 08104201614:48 08!05)201610:52 AMC CedlEealions: NELAC-NY10854,N1DEP 76-44.8 Heptachlor ND ug/kg dry 1.89 1.89 5 EPA 80818 081042016 14:48 09/05201610:52 AMC Cedlaeadmv CM0H,NELAC-NY108S4NJDEP,PA0EP 1024-570 Heptachlorepoxide ND ug/kgdry 1.89 1.99 5 EPA8081B OBI04201614:48 8810512016 10:52 AMC Comfications: CID0H,NELAC-NY10854NJDEP,PADBP 72.43-5 Methoxychlor 'ND ug/kgdry 9A5 9.45 5 EPA8081B DRI M201614AS 08105201610,52 AMC Cedlacations: CM0H,NELAC-NY108S4.NJDEP,PADEP 8101.35.2 Toxaphene ND uglkgdry 95.7 95.7 5 EPA8081B 08/04201614:48 08/05201610:52 AMC Canirica0ons: Cr00H,NELAC-NY10854,NJDEP,PADEP Surrogate Recoveries Result Acceptance Range 87749-8 &wmgare:Terracbloro-RIXylene 71.3% 30-140 2051-24.3 SM7ngale.Decaclrloroblpheeyl 74.7% 10-140 Polychlorinated Binitenyis(PCB) Log-in Notes: Sample Notes: Sample Pmpmed by Method EPA 3550C ttepodedto Date/time Date/time CAS No. Parameter Result Flag Units LODIMDL LOQ Dilution Reference Method Prepared Analyzed Analyst 12674.11-2 Aroclor 1016 ND mg/kg dry 0.0191 0.0191 1 EPA8082A 08103201609:18 08104201617A1 AMC CediEnllons: NELAC-NV108S4,CtD0H,NIDSP,PADEP 11104-28-2, Aroclor 1221 ND mg/kg dry 0,0191 0.0191 1 EPA 80112A oRM32016 09:18 08104)201617:01 AMC Cedlncallons: NELAC-NY108S4,CrDOH,NJDEP,PA0EP 11141-163 Aroclor 1232 ND mg/kg dry 0.0191 0A191 1 EPAS082A 08/03201609:18 09/04201617:01 AMC CediEmtions: NELAC-NYI08S4,CTDOHNJDEP,PA1)EP 53469.21-9 Areclor1242 ND mg/kg dry 0.0191 0.0191 1 EPAS082A 09103201609:18 08!04)201617:01 AMC CediOcallons: NELAC-NY108S4,CIDOH.NJDEP,PADEP 12672.29.6 Aroclor 1248 ND mpft dry 0.0191 0.0191 1 EPA8082A 09103/201609:18 08104201617.01 AMC Cerllficalions: NELAC-NY108S4,Cn30HNJDEP,PADEP 11097-69-1 Aroclor 1254 ND mWkgdry 0,0191 0.0191 1 EPA8082A 08103201609:18 08/04201617:01 AMC Certifications: NELAC-NY10854,CrD0HN1DEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357.8766' Page 11 of 16 Sample Information Client Shruple ID: 8-1(0'-1-) York Sample m: 16G1164-01 York Project(SDG)No. Client Prgieel ID Matrix Collection Da'WTI D Date-Received, 1601164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Polyehiorinated,fthenvis(PCB) Log-in Notes: Sample Notes: Sample Pmpoted by Method:EPA 3550C Reported to Date/Time . Date/Time . CAS No. Parameter Result Flag Units LODJMDL LOQ Dilution Reference Method Prepared Analyzed Analyst 11096-82-S Amclor1260 ND trigikgth 0.0191 0.0191 1 EPA 8092A OSM31201609:18 08/041201617:01 AMC Certification: NELAC-NY10834,CrDOH.NJDEPPADHP, 1336-36.3 Total PCBs ND mglkgdry 0.0191 0.0191 1 EPAGO92A OBIOJI201609:18 .08/04201617:01 AMC Certificollonc. Surrogate Recoveries Result Acceptance Range 877-09.8 Surmgare:Telmcbloro-m xylene 60.0% 30-140 2051.24.3 Sunrogale:Decachloroblpbenyl 68.5% 30-140 Metals,ThrMtAnaiytc Loon Nates: Sample Notes: Sample Prepared by Method:EPA 30508 - Reported to Datell'ime Date/Time , CAS No. Parameter Result Flog Units LOD/MDL LoQ Dilution Reference Method Prepared Analyzed Analyst 7429-90-5 Aluminum 696 mg/kg dry 5.73 5.73 1 EPA6010C 08/01201611:12 09/02/20160029 KV Certificalloax CfD0H,NEI.AC-NYI0854,NJDEP,PADEP 7440.36-0 Antimony ND mg/kg dry 0.573 0.573 1 BMW= 08101201611:12 89/02201600:29 KV Certifiatiar. CLD0H.NELAC-NYl0854,NJDEP,PADEP ` 7440.38-2 Arsenic ND mg0:gdry 1.15 1.15 1 EPA6010C 08/01201611:12 08/02/201600:29 KV CcnlOadoriL CM0H.NELAC-NY108S4.NIDEP,PADEP 7440-39-3 Barium 2.11 tng0tgdry 1.15 1.15 1EPA6010C 09/01201611:12 08/0=0160029 KV Certifications: CT00H.NELAC.NY10854.NJDEP,PADEP 7440.41-7 Beryllium ND mg/kiidry 0.115 0.115 1 EPA6010C OV01201611:12 08/0=01600:29 KV Q tiOationr C1D6H,Nm AGNYl0854,NJDEP,PADEP 7440-43-9 Cadmium ND mgJkgdry 0.344 0.344 1 EPA6010C 08/01201611:12 0810=0160029 KV Certifications: CrD0H,NELAC-NY10854,NIDEP,PADEP 7440=70-2 Calcium 6820 mg/kg dry 0-5" 5.73 1 EPA6010C 08101201611:12' 08/0220160029 KV Cadficoilom: CM0H,NEIAC-NY10854,NJDEP,PADHP 7440.47.3 Chromium 4A5 mglkg dry 0.573 0.573 1 EPA6010C 08/01201611:12 0910+1201600:29 KV Ceuificaaou: CTDOII.NELAC-NY10954,NJDEP,PADEP 7440-48-4 Cobalt 0.580 mg/kg dry 0.573 0.573 '1 EPA6010C 08/01201611:12 08/0220160029 KV Ceuiftalionr CTDOH.NELAC-NYlOSS4,NJDEP,PADEP 7440-50.8 Copper 2.86 mg/kg dry 0.573 0.573 1 EPA6010C 08/01201611:12 081020160029 KV Ccdificetione CrD0H,NEJAC-NY10854.NMEPPADEP 7439.99.6 Iron 2990 mg/kgdry 2.29 2.29 1,' EPA6010C 08/01201611:12 0810201600:29 KV Certifications:- CTD0H,NELAC-NY10854,NJDEP,PADEP 7439-42-1 Lead 2.05 mg/kg dry 0.344 0.344 1 EPA 6010C ' 08/011201611:12 08/02201600:29 KV Ccai0ca0ons: CTD0H,NELAC-NY108S4,NJDEPPADEP 7439-95.4 Magnesium 401 mgikg dry 5.73 5.73 I. EPA6010C 08101201611:12 08102120160019 KV Certifications: CfDOtl,NELAC-NY10B54,NJDEP,PADEP 7439-96-5 Manganese 22A mg/kg dry 0.573 0.573 1 EPA6010C 09101201611:12 09/02020160029 KV C"drialianr. CTDOH,NELAC-NY10954,NJDEP,PADEP - 7440.02-0, Nickel 1.18 mg/kgdry 0.573 0.573 1 EPA6010C 08/0II201611:12 09102020160029 KV Certificatlons: Cl'D0H.NELAC-NYI08S4,NJDEP.PADEP 7440.097 Potassium 133 mgikgdry 5.73 5.73 1 EPA6010C 081011201611:12 08/0=0160029 KV Certifiallons: C17DOH.NELACNY108SOMEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 08615 (203)325-1371 FAX(203)357.0166 Page 12W16 16 Sample Information Client Smmpla TD: S-1(Ot-11) York Samnle-ID:, 16G1164-01 AdcAmiect(SDG)No. Client Protect ID Matrix Collection Date Ming- Date Received 1601164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 p1D 07/29/2016 Metals,TareetAnulyte Log-in Notes: Sample Notes: Sample Prepared by Method:EPA 30SOD Reported to Date/l7me Date/rime CAS No. Parameter Result Flog Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 778249-2 Selenium ND mgft dry 1.15 1.15 1 EPA6010C 08101201611:12 08d0220160D:29 KV Conlficatlons: CTDOH.NELAC.NY10854,NJDEP,PADEP 7440-22-4 Silver ND mg/kgdry 0.573 0.573 1 EPA6010C 00112016 11:12 08102=600:29 KV Cadlications: CTDOHMELAC-NY108S4,14ME11,11ADEP 7440-23-5 Sodium 781 mg/kg dry IIS 11.5 1 EPA6010C 08(01201611:12 09102201600:29 KV Certifications: CTD01l,NELAC-NYl08S4,NJDEP 7440-28-0 Thallium ND mftdry 1.15 1.15 1 EPA6010C 08/01201611:12 08/02/201600.29 KV Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 7440.62-2 Vanadium 6.67 mg/kg dry 1.15 1.15 1 EPA6010C 08101201611:12 08/02/20160029 KV Catifiesllaa: CM0H,NELAC-NY108S4,NJDEP,PADEP 7440.66.6 Zinc 11.6 mg/kg dry 1.15 1.15 1 EPA6010C 08101201611:12 08/02/201600:29 KV Certificallons: CM0H,NELAC-NY108S4,NJDEP,PADEP Mercury by 7473 Lae 3n Notes: Sanlnle Notes: Sample Prepared by Method:EPA7473 soil Reported to Datefrime Datelrime CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 7439.97-6 Mercury ND mglkgdry 0.0344 0.0344 1 EPA7473 08102/201606:39. OV020201614A1 AAkba Certifications: CTDOH,NJDEPMELAC-NYIO84,PADEP Total Solids )Lo-r--In Nates: SamDleNotes: Sample Prepared by Method:%Solids Prep Reported to Date/Time Date/time CAS No. Parameter Result Flag- Units LODAIIDL LOQ Dilution Reference Method Prepared Analyzed Analyst solids •%Solids 873 % 0.100 0.100 1 SM 25400 08104201616:46 08104201621:10 TJM CMifiesllons: CTDOH 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 13 of 16 Volatile Analysis Sample Containers Lab ID Client Sample ID Volatile Sample Container 160116401 S-1(0'-1) 40mL Vial with Stir Bar-Cool 4°C 120 RESEARCH DRIVE STRATFORD,CT 05615 (203)325-1371 FAX(203)357.0166 Page,14 of 16 Notes and Definitions QL-02 This LCS analyte is outside Laboratory Recovery limits due the analyte behavior using the referenced method. The reference method has certain limitations with respect to analytes of this nature. J Detected below the Reporting Limit but greater than or equal to the Method Detection Limit(MDLILOD)or in the case of a TIC,the result is an estimated concentration. • Analyte is not certified or the slate of the samples origination does not offer certification for the Analyte. ND NOT DETECTED-the analyte is not detected at the Reported to level(LOQ/RL or LOD/MDL) RL REPORTING LIMIT-the minimum reportable value based upon the lowest point in the analyte calibration curve. LOQ LIMIT OF QUANTITATION-the minimum concentration of a target analyte that can be reported within a specified degree of confidence.This is the lowest point in an analyte calibration curve that has been subjected to all steps of the processinglenalysis and verified to meet defined criteria.This is based upon NELAC 2009 Standards and applies to all analyses. LOD LIMIT OF DETECTION-a verified estimate of the minimum concentration of a substance in a given matrix that an analytical process can reliably detect.This is based upon NELAC 2009 Standards and applies to all analyses conducted under the auspices of EPA SW-846. MDL METHOD DETECTION LIMIT-a statistically derived estimate of the minimum amount of a substance an analytical system can reliably detect with a 99%confidence that the concentration of the substance is greater than zero.This is based upon 40 CFR Part 136 Appendix B and applies only to EPA 600 and 200 series methods. Reported to This indicates that the data for a particular analysis is reported to either the LOD/MDL,or the LOQ/RL. In cases where the"Reported to"is located abovedhe LOD/MDL,any value between this and the LOQ represents an estimated value which is'7"flagged accordingly.This applies to volatile and semi-volatile target compounds only. NR Not reported RPD Relative Percent Difference Wet The data has been reported on an as-received(wet weight)basis Low Bias Low Bias flag indicates that the recovery of the flagged analyte is below the laboratory or regulatory lower control limit.The data user should take note that this analyte may be biased low but should evaluate multiple lines of evidence including the LCS and site-specific MS/MSD data to draw bias conclusions. In cases where no site-specific MS/MSD was requested,only the LCS data can be used to evaluate such bias. High Bias High Bias flag indicates that the recovery of the flagged analyte is above the laboratory or regulatory upper control limit.The data user should take nota that this analyte may be biased high but should evaluate multiple lines ofevidence including the LCS and site-specific MSIMSD data to draw bias conclusions. In cases where no site-specific MS/MSD was requested,only the LCS data can be used to evaluate such bias. Non-Dir. Non-dir.flag(Non-Directional Bias)indicates that the Relative Percent Difference(RPD)(a measure ofprecision)among the MS and MSD data is outside the laboratory or regulatory control limit. This alerts the data user where the MS and MSD ere from site-specific samples that the RPD is high due to either non-homogeneous distribution of target analyte between the MS/MSD or indicates poor reproducibility for other reasons. IfEPA SW-846 method 8270 is included herein it is noted that the target compound N-nitrosadiphenylamine(NDPA)decomposes in the gas chromatographic inlet and cannot be separated from diphenylamino(DPA).,These results could actually represent 100%DPA,100%"NDPA or some combination of the two. For this reason,York reports the combined result for n-nitrosodiphenylemine and diphenylamine for either of these compounds as a combined concentration as Diphenylamine. If Total PCBs are detected and the target aroclora reported are"Not detected', the Total PCB value is reported due to the presence of either or both Aroclors 1262 and 1268 which are non-target aroclors for some regulatory lists. 2-chlorcethylvinyl ether readily breaks down under acidic conditions. Samples that are acid preserved,including standards will exhibit breakdown.The data user should take note. Certification for pH is no longer offered by NYDOH FLAP. Semi-Volatile and Volatile analyses am reported down to the LOD/MDL,with values between the LOD/MDL and the LOQ being"J"flagged as estimated results. For analyses by EPA SW-846-8270D,the Limit of Quantitation(LOQ)reported for benzidine is based upon the lowest standard used for calibration and is not a verified LOQ due to this compounds propensity for oxidative losses during extraction/concentration procedures and non-reproducible chromatographic performance. 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)367-0166 Page 15 of 16 17ORK Page I of i ANALYTICAL LAWMATORIF-S, INC. Field Chain-of-Custody Record 120 RESEARCH DR. STRATFORDi CT 0661 s NOTE:York's Std.Terms S`Conditionsare listed on the back side of this document. Ko(2031 326-1371 FAx 1203)357.0166 This document serves as your written authorintiou to York to proceed with llie:mnlyses requested and your York Project No. signature binds you to Yarn's Std.Tenw S Conditions unless superseded by written contract. YOUR Information Report To: invoice To: - YOUR Project ID Turn-Around Time Report Type/Deliverbles Company: VRB Engineering emnpany: VHB Engineering© company: VHB Engineerin1h 2835 Shipyard Lane.East RUSH-Same Day E Sumrrtaty Report Addcm. 100 Motor Parkway STE,135 Address 100 Motor Parkway STE.135 Address. Hatoo Motor Parkway STE 135 Marion,VY RUSH-(Neat flay Summary W/QAsu,.nw, Hn Hauppauge New York 11783 Hauppauge New York 11785 uppauge New York 11788 73CT RCP Package _ Purchase Order No. Rvslt-T„'ena,' '` hyASPAPack-age PhoncNo. 631-787-3400 Pere No 631-787-3400 Phone No. 631-787-3400 RUSH-Three Day i^ NYASP B Package c5alaclPersoa: Kyle Winter Stephen KaP Kaplan Attrnliaa: Barbara Alberts R11SI1-Four Dahlrs y atteti _ 'y VECQMrieDAnmrEDD(Specify Typei fi 1�5i1 lddmss: KWinter'@A.VHB.cOm E-Mail Adilress:SKaplan@VHB.com E_pfait Address:dAlbertSCVHB.com Samples from:CT �rY X NJ Stnndnrd(5-7 Dnys)� �L Print CleaTl}r and Legibly. All Information arrest be C011rplete.' 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'Pa�od'. k e aP (2.0) (2.oJ O co °s j�j,('�as \♦ \+ / 'Y\�P� �� `� '\' ode �6 Pq (2.3) N b\\�•S:\ `\ .4D4_ B /j i4 G 6. / / b/��3.43 . \�'0 DOLPHIN O v a % \ ♦\ Fk \ i t /' / m e'o Q •� K-- ` \` o�';, REMAINS OF IN, \ \ ♦\� \+ / i ah-1 / .Fg' 1 o nr% (2Dl a BULKHEAD BELOW KYJ O cn ^\ ,p, P\ lt0•'' S \i d •` /�'i` R (TO 8E REMOVED) W /Py ' \ ♦ f 90' o kQj \�V °g I [�� HR1'�♦ \\ \ `♦ //,: i I //i�\.0/ 6.4.14 U. n O pC6J `4'T<• ' \ 1 I a I G/ Q) (35)0 Ag !� i .yd i ice'.•,,. 'T,\+ �� y 40 (I5) tea\ U D \ IF ii 11 i• //''11�� 4.1) O \q, DOLPHIN `♦ b5S9.65 osa.a0 •%° n � cwsTeR ° m / k `N gbg 4.77 .50 ��\ U (O T Ift Lo s A d / +.ar R= .e. 4ae N '¢ / �'' Vir �.,� (•I8J DRAWING NO.: m f_. a� Twomey, Latham, MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 Riverhead,New York 11901.9398 Attorneys at Law MAIN OFFICE Thomas A.Twomey,Jr 33 West Second Street (1945.2014) Riverhead,New York 11901-9398 Stephen B.Latham Telephone:631.727.2180 John F Shea,III Christopher D.Kelley Facsimile:631.727.1767 David M.Dubin o www.suffolklaw.com Jay P Quartararo t khoeg@suffolklaw com Peter M.Mott Extension 269 Janice L.Snead Anne Mane Goodale Direct Fax:631.727.2385 Bryan C.Van Cott Kathryn Dalli October 17, 2016 Laura I Dunathan Lsa Clare Kombnnk Patrick B.Fife Martina H.Sidor Macon D.Finnegan VIA EMAIL AND REGULAR MAIL DE C E 1V E Kelly E Kinirons Lauren E.Sales John M. Bredemeyer III, President PatnciaJ Russell Reza Ebrahtmt Board of Trustees OCT 2 0 2016 Bryan J.Drago Town of Southold Bernadette E.Tuthill Craig H.Handler Town Hall Annex/First Floor outhoid Town Alexandra HalseDons Storch 54375 Route 25 Melissa S.Dons Daniel R.Bernard• Southold,New York 11971 OF COUNSEL Kevin M Fox Karen A.Hoeg Re: Board of Trustees Application of Oki-Do ltd., Dr. Kazuko Jennifer P.Nigro • Tatsumura Hillyer, President ° ""fi`"BARS u-*+iNrnxAnoN SCTM: #1000-38-7-7.1 t ` &PA BARS NJ "S NY,NNJb.P 2835 Shipyard Lane, East Marion,New York � Dear Mr. Bredemeyer: As you are aware this office represents the Cleaves Point Condominiums whose address is 2820 Shipyard Lane, East Marion, which are located directly across Shipyard Lane to the east of Applicant's commercial property. We have received the Trustees' letter of September 21, 2016 to Patricia C. Moore, Esq., attorney for the Applicant, as well as her letter to the Trustees dated September 27, 2016. We submit this letter to reiterate our concerns and opposition to the proposed dredging project. We support Mr. Bredemeyer's request to the Applicant that a more extensive sampling be done as the sampling of the surface 1.0' of material in the upper strata of the channel dredge track is insufficient. It is reasonable due diligence to request a complete sampling of surface materials throughout the entire project area OTHER OFFICE LOCATIONS- including bottom sediments which may be contaminated and impacted by the 20 Main Street proposed dredging. It appears from Ms. Moore's Memorandum of August 19, 2016, East Hampton,NY 11937 631.324.1200 that perhaps more than one sample was taken. It would be easy to have other samples 51 Hill Street tested and we are skeptical as to whether others were tested and they just didn't like Southampton,NY 11968 the results. While Ms. Moore states that the Applicant's professionals have no 631.287 0090 490 Wheeler Road expectation of contamination a more detailed sampling should be conducted to Suite 150 confirm their expectations are accurate. Expectations should be confirmed with Hauppauge,NY 11788 scientific data. 631.265.1414 56340 Main Road P.O.Box 325 Southold,NY 11971 631 765 2300 � I 1 Mr. John M. Bredemeyer III October 17, 2016 Page 2 of 2 Ms. Moore wants the Board to issue an approval simply because the NYSDEC and other state and federal agencies have issued approvals of the application. The Board should be reminded that there are various instances in which the NYSDEC and other agencies are at odds over site development standards. Just because these agencies approved the project does not mean that the Trustees should forego their due diligence especially since they are the local stewards. Lastly, Ms. Moore's letter threatens litigation in an attempt to force the Town to overlook the SEQRA review. There is no basis for litigation and any delay in processing the application and/or parts thereof before the Town Planning Board and Trustees is'self-created. We respectfully request that the Trustees review the project as a whole based upon the history of the site and the history of the various applications. We are not opposed to the applicant cleaning up the site to remedy the unsafe conditions that exist, however, it is critical that the Board carefully review the application under the SEQRA process. Since the property has been in a state of disrepair for many years and left unsecure, which are client has repeatedly objected to, gives the impression that there may have been illegal dumping on the site as others had the opportunity to access the site. It would be critical to identify the environmental impact of this project even though it has been reduced in scope from the original application. Thank you for your attention. Please file this letter in the record. Very truly yours, Karen A. Hoeg KAH/jr CO. EIVE OCT 2 0 2016 Southold Town of T Cantrell, Elizabeth From: Karen Hoeg <khoeg@suffolklaw.com> Sent: Wednesday, October 19, 2016 11:37 AM To: Cantrell, Elizabeth Subject: Oki-Do Attachments: 2016_10_19_11_35_29.pdf Hi Elizabeth,attached please find my letter correcting the location of the Cleaves Point Condominiums in relation to the applicant's property. Karen A.Hoeg,Esq. Twomey,Latham, Shea,Kelley,Dubin&Quartararo,LLP 33 West Second Street PO Box 9398 Riverhead,New York 11901 631-727-2180 x.269 D V (i� 631-727-2385 (fax) I� OCT 1 9 2016 Southold Town a f Tru e i Twomey, Latham, Ce(ebrating Caner 40yearc of Serrice MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Pout Office Box 9398 A T T O R N E Y S A T L A W Riverhead,New York 11901-9398 MAIN OFFICE Thomas A.Twomey,Jr. 33 West Second Street (1945-`'014) Riverhead,New York 11901-9398 Stephen B.Latham John E Shea,111 Telephone:631.727.2 WO Christopher D Kelley Facsimile:631.727.1767 David M.Dubin ww'w.suffolkla%Ccom Jay B L)tiartaran) khoeg@suffolklaw.com peter,%IMott Extension 269 Janice L.Snead Direct Fax:631.727.2385 Anne Mine Gotidale Bryan C Van Cott Kathryn Dalli October 19,2016 Laura 1.Dunathan Lisa Clare Konibrutk Patrick B.Fife NfelIMartinsia li.Finnegan VIA EMAIL AND REGULAR MAIL Marlin D.Finnegan 3 ECEPHE Kelly E.Kimrom ll D Lauren E.Stiles John M. Bredemeyer III,President `�a11C bJ' inu Board of Trustees Reat Ebnhimi OCTBryan J Ihagn Town of Southold 9 2016 Bemadette E Tuthill Craig H.Handler Town Hall Annex/First Floor Alexandra Halsey-Scorch, 54375 Route 25 southold Town Mehoa S.Dora OFLVUNv EL Southold,New York 11971 -Thiste— Kevin M.Fox Karen Hoeg Jennder P Nigro Re: Board of Trustees Application of Oki-Do ltd.,Dr. Kazuko ,rsi.,i�,k, Tatsumura Hillyer, President M-IMA"`"'t"" SCTM: #1000-38-7-7.1 1 \\,I I VA R\RI 2835 Shipyard Lane,East Marion,New York Dear Mr. Bredemeyer: To correct our Ietter of October 17,2016, Cleaves Point Condominiums are located directly across Shipyard Lane to the west of Applicant's commercial property. Our prior letter inadvertently stated it was to the east of the Oki-do property. Very trul ours, en oeg UTI II R t,fl-lcE IsVATIOvS KAH j r 20 Main Street East l lampton,NY 11917 631.324 12X) i l Hill Street Southampton,NY 11968 631.287 CXM 490 Wh«IerRoad S oue 1656 I iaupl:urge,NY 11788 631 265 1414 56140 Main Road P.O.&'X 32i S,nnhold,Nl 11971 63l 765 2300 Twomey, Latham, MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 Riverhead,New York 11901-9398 Attomeys at Law MAIN OFFICE- Thomas A.Twomey,Jr. 33 West Second Street (1945.2014) Riverhead,New York 11901.9398 Stephen B.Latham Telephone:631.727.2180 John F.Shea,III Facsimile:631-.727.1767 Christopher D.Kelley Da+,d M.Dubin < eww_suffolkla+v cote Jay P.Quartararo i khoeg@suffolklaw.com Peter M.bloc Extension 269 Janice L Snead Direct Fax:631.727.2385 Anne Mane Goodale Bryan C.Van Con Kathryn Dalli October 17, 2016 Laum 1.Dunathan -- Lisa Clare Kombrink Patrick B.Fife Marissa H.Sidor Martin D.Finnegan VIA EMAIL AND REGULAR MAIL ® E I Kelly E.Kintrons Lauren E.Stiles John M. Bredemeyer III, President Patricia).Russell OCT 7 201Reza Ebrahimt Board of Trustees Bryan J.Drago Town of Southold Bernadette E.Tuthill Craig H.Handler Town Hall Annex/First Floor Southold Town Alexandra Halsey-Starch Melissa S.Ibbs 54375 Route 25 Board of Trustees Daniel R.Bernard• Southold,New York 11971 OF CONN:EL Kevin M.Fox Karen A.Hoeg Re: Board of Trustees Application of Oki-Do ltd.,Dr. Kazuko Jennifer P.Nigro. Tatsumura Hillyer, President vrsun.w SCTM: #1000-38-7-7.1 ti.0 4TIAWO. J `� NY Nr+snas 2835 Shipyard Lane,East Marion,New York nv I s. Dear Mr. Bredemeyer: As you are aware this office represents the Cleaves Point Condominiums whose address is 2820 Shipyard Lane, East Marion,which are located directly across Shipyard Lane to the east of Applicant's commercial property. We have received the Trustees' letter of September 21,2016 to Patricia C. Moore,Esq., attorney for the Applicant,as well as her letter to the Trustees dated September 27,2016. We submit this letter to reiterate our concerns and opposition to the proposed dredging project. We support Mr. Bredemeyer's request to the Applicant that a more extensive sampling be done as the sampling of the surface 1.0' of material in the upper strata of the channel dredge track is insufficient. It is reasonable due diligence to request a complete sampling of surface materials throughout the entire project area OTHER OFFICE LOCATIONS including bottom sediments which may be contaminated and impacted by the 20 Main Street proposed dredging. It appears from Ms. Moore's Memorandum of August 19,2016, East Hampton.NY 11937 631.324.120. that perhaps more than one sample was taken. It would be easy to have other samples 51 11 ill Saw tested and we are skeptical as to whether others were tested and they just didn't like Southampton.NY 11969 the results. While Ms. Moore states that the Applicant's professionals have no 490 VVftvIcr Ro.i.l expectation of contamination a more detailed sampling should be conducted to Suite 150 confirm their expectations are accurate. Expectations should be confirmed with Hauppauge.NY 11 788 scientific data. 631.265 1414 563441'lain Road PO.Box 325 Southold,NY 11971 631 765 23:10 Mr. John M. Bredemeyer III October 17, 2016 Page 2 of 2 Ms. Moore wants the Board to issue an approval simply because the NYSDEC and other state and federal agencies have issued approvals of the application. The Board should be reminded that there are various instances in which the NYSDEC and other agencies are at odds over site development standards. Just because these agencies approved the project does not mean that the Trustees should forego their due diligence especially since they are the local stewards. Lastly,Ms. Moore's letter threatens litigation in an attempt to force the Town to overlook the SEQRA review. There is no basis for litigation and any delay in processing the application and/or parts thereof before the Town Planning Board and Trustees is self-created. We respectfully request that the Trustees review the project as a whole based upon the history of the site and the history of the various applications. We are not opposed to the applicant cleaning up the site to remedy the unsafe conditions that exist,however,it is critical that the Board carefully review the application under the SEQRA process. Since the property has been in a state of disrepair for many years and left unsecure, which are client has repeatedly objected to, gives the impression that there may have been illegal dumping on the site as others had the opportunity to access the site. It would be critical to identify the environmental impact of this project even though it has been reduced in scope from the original application. Thank you for your attention. Please file this letter in the record. Very truly yours, Karen A. Hoeg KAH/jr Cantrell, Elizabeth From: Jennice Rodriguez <jrodrig uez@suffolklaw.com> Sent: Monday, October 17, 2016 11:05 AM To: Cantrell, Elizabeth Cc: Karen Hoeg Esq. Subject: Application of Oki-Do, Ltd. Attachments: Bredemeyer Ltr 10-17-16.pdf Please see the attached letter to Mr.Bredemeyer from Karen Hoeg from Twomey,Latham, et al. Thank you, Jennice Rodriguez Legal Assistant Twomey,Latham,Shea,Kelley,Dubin&Quartararo,LLP 33 West Second Street P.O.Box 9398 Riverhead,NY 11901-9398 Ph: 631-727-2180 x229 Fx: 631-727-1767 Confidentiality Notice:The information contained in this e-mail and any attachments may be legally privileged and confidential.If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited.If you have received this e-mail in error,please notify the sender and permanently delete the e-mail and any attachments immediately.You should not retain,copy or use this e-mail or any attachment for any purpose,nor disclose all or any part of the contents to any other person.Thank you. DE CEI OCT 1 7 2016 Southold Town Boar of Tru to 1 Twomey, Latham, MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398, Riverhead,New York 11901-9398 Attomeys at Law MAIN OFFICE Thomas A.Twomey Jr. •33 West Second Street (1945-2014) Riverhead,New York 11901-9398 Stephen B.Latham Telephone:631.727.2180 John F.Shea.III Facsimile:631.727.1767 Christopher,D.Kelley David M.Dubin . o.ww.suffolklawcom Jay P.Quartararo i khoeg@suffolkla%v.com Peter M.Mort Extension 269 Janice L Snead Direct Fax:631.727.2385 Anne Marie Goodale Bryan C.Van Cott Kathryn Dalh October 17, 2016- - Laura 1.Dunathan Lisa Clare Kombrink ® Elll n LisaPatrC Fife Melissa H.Sidor Martin D.Finnegan VIA EMAIL AND REGULAR MAIL Kelly E.Kinirons 0 Lauren E.Stiles John M. Bredemeyer III,President OCT 1 1 2016 Patna J.Russell Reza Ebrahimi Board of Trustees Bryan].Drago Town of Southold Bernadette E.Tothill Southold Town Craig H.Handler Town Hall Annex/First Floor Board of Trustees Alexandra HalseySmoch 54375 Route 25 Melissa S.Dons Daniel R.Bernard• Southold,New York 11971 OF COUNSEL Kevin M.Fox Karen A.Hoeg Re: Board of Trustees Application of Oki-Do ltd.,Dr. Kazuko Jennifer P.Nigro• Tatsumura Hillyer, President iN&1A '� SCTM: #1000-38-7-7.1 :.0:.N ue+mN NY..1 F�3A0.5 z: 2835 Shipyard Lane,East Marion,New York AY, S Dear Mr. Bredemeyer: As you are aware this office represents the Cleaves Point Condominiums whose address is 2820 Shipyard Lane, East Marion,which are located directly across Shipyard Lane to the east of Applicant's commercial property. We have received the Trustees' letter of September 21, 2016 to Patricia C. Moore,Esq., attorney for the Applicant, as well as her letter to the Trustees dated September 27,2016. We submit this letter to reiterate our concerns and opposition to the proposed dredging project. We support Mr. Bredemeyer's request to the Applicant that a more extensive sampling be done as the sampling of the surface 1.0' of material in the upper strata of the channel dredge track is insufficient. It is reasonable due diligence to request a complete sampling of surface materials throughout the entire project area O7N.ROFRCELOCATIONS including bottom sediments which may be contaminated and impacted by the 20 Main Street proposed dredging. It appears from Ms. Moore's Memorandum of August 19,2016, East Hampton.NY 11937 631.324.120.1 that perhaps more than one sample was taken. It would be easy to have other samples 51 HillSitz-et tested and we are skeptical as to whether others were tested and they just didn't like S31tha ptton NY 11969 the results. While Ms. Moore states that the Applicant's professionals have no 90 490 VVk>«lu Rail expectation of contamination a more detailed sampling should be conducted to Suite 150 confirm their expectations are accurate. Expectations should be confirmed with Hauppauge.NY 11788 631165 1414 scientific data. 56340 Mam Road PO Box 325 Southold.NY 11971 631 765 231 Mr. John A Bredemeyer III October 17, 2016 Page 2 of 2 Ms. Moore wants the Board to issue an approval simply because the NYSDEC and other state and federal agencies have issued approvals of the application. The Board should be reminded that there are various instances in which the NYSDEC and other agencies are at odds over site development standards. Just because these agencies approved the project does not mean that the Trustees should forego their due diligence especially since they are the local stewards. Lastly,Ms. Moore's letter threatens litigation in an attempt to force the Town to overlook the SEQRA review. There is no basis for litigation and any delay in processing the application and/or parts thereof before the Town Planning Board and Trustees is self-created. We respectfully request that the Trustees review the project as a whole based upon the history of the site and the history of the various applications. We are not opposed to the applicant cleaning up the site to remedy the unsafe conditions that exist,however,it is critical that the Board carefully review the application under the SEQRA process. Since the property has been in a state of disrepair for many years and left unsecure,which are client has repeatedly objected to, gives the impression that there may have been illegal dumping on the site as others had the opportunity to access the site. It would be critical to identify the environmental impact of this project even though it has been reduced in scope from the original application. Thank you for your attention. Please file this letter in the record. Very truly yours, )642", 44" - Karen A. Hoeg KAH/jr s'� R l� Nwl �[ _�„ <.. r � �..!` � •�t_ � .+A�.moi.. - 1` .a_.�"` ki-Do, Ltd. `" ... 2835 Shipyard Lane, East Marion SCTM#: 1000-38-7-7.1 6/15/16 _ �! 4 _ _� �-• - ~ ••• �- C �� lowt i r }� �►` " ..- _. - ! Y - 1, �.�� '� �' � tit - ... f ki-Do,Ltd. r 2835 Shipyard Lane,East Marion CTM#: 1000-38-7-7.1 /15/16 V ---1-mmiiiiiiiiiiiN_ y `11 ilk Y r r - Oki-Do,Ltd. 2835 Shipyard Lane,East Marion STM#: 1000-38-7-7.1 6/15/16 �- ~ *• -�.�'�'�`•Si't+a L��. Vii^a��'��,�� 'r � _ '� - - "� `.. ..>•--� �� *. Y.� _ �+►�.��` ��tit�'�— - � �-•�. ti'a "': m. � �.�;�� '`e'er �--�. --.. _ C G i R � v .a s . -� • � �` - �'tea _ a{��a �•�. � � 1 Ori �• � � maw. .. � .,. ' 't sa, v - u 1 _-_ John M.Bredemeyer III,President ��®f S®(/jjfo Town Hall Annex Michael J.Domino,Vice-President �� l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski G Telephone(631) 765-1892 Charles J.'Sanders �® a Fax(631) 765-6641 �yCOUN% BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September-21, 2016 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: OKI-DO LTD. 2835 SHIPYARD LANE; EAST MARION SCTM#1000-38-7-7.1 Dear Ms. Moore: The Town Trustees reviewed the report you submitted for the soil test data generated' by VHB located at 100 Motor Parkway, Suite 135, Hauppauge, New York at our September 12, 2016 work session. Unfortunately, it appears that the offer of the<T.rustees and Town Engineer to work With Oki-Do's designated scientists/engineering firn=i to monitor/participate in the chain of custody sediment/soil sampling of the channel and basin as requested and extended by this office through the office of then Assistant Town Attorney,,Stephen Kiely, was greatly misunderstood leading to the wholly inadequate, unilateral sampling of the surface 1.0' of material in the upper strata of the channel dredge track; the data which we reviewed at our September 12, 2016 meeting. Whilst the chain of custody documentation and analytes selected for analysis appear to meet EPA standards, the premise of sampling the 1.0' of surface material, that may well represent coarse clean materials deposited during the end of Tropical Storm Sandy, as opposed to bottom sediments historically deposited in the basin-that are more likely contaminated above standards and that may be disturbed during the proposed dredging to depth and the restorative Spartina alternaflora re-vegetation, raises the question of the seriousness of the inquiry. The undersigned, who actively participated in sediment sampling under EPA's National Coastal Assessment Program and the Peconic Estuary Program, with associated sediment sampling of the Peconic Estuary, Long Island Sound, and Great South Bays, among a number of , other coastal embayment's in Suffolk County, has a problem understanding the intent and methodology underlying this chosen depth other than to establish a "healthy background" or baseline from which to start an serious inquiry. Absent some agreement on sampling terms and conditions between your scientists/engineers and the Town within the near term, the project will have to be returned to the calendar for a positive environmental declaration pursuant to SEQRA, as the information necessary to consider a conditioned-negative declaration is insufficient and apparently not forth-coming. If you have any questions in this matter please do not hesitate to contact the Trustee Office in writing. Sincerely, John M. Bredemeyer III, President Board of Trustees cc: Town Trustees Asst. Town Attorney, Damon Hagan Town Engineer, Michael Collins Town Planning Department Sent via email and U.S.P.S. John M Bredemeyer III, President OSUFFOt,�C4 Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25 Glenn Goldsmith o P O Box 1179 A Nicholas Krupski o h Southold, NY 11971 Charles J Sanders Telephone (631) 765-1892 Fax (631) 765-6641 �ir�rc BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD �( Date/Time: '� Completed in Work Session by: � David Kennedy of VHB Engineering, Surveying & Landscape Architecture, PC on behalf of OKI-DO, LTD. requests a Wetland Permit and a Coastal Erosion Permit for the restoration of the subject property shoreline through the replacement of 1,323 linear feet of existing, largely non-functional bulkheading; install a 505 linear foot(3,640sq.ft.) rock revetment along Gardiners Bay; dredge the existing channel between the boat basin and Gardiners Bay to five feet below mean low water through the removal of±4,022 cubic yards of sediment to be dewatered on-site or other approved upland locations; replace 186 linear feet of existing non-functional channel jetties consisting of a±106 linear foot southeasterly Bay betty with remains of seaward portion below MLW to be abandoned, a±61 linear foot long southwesterly Bay betty with remains of seaward portion below MLW to be abandoned, and a±19 linear foot long jetty within the basin with remains of seaward portion below MLW to be abandoned; replace existing dilapidated 8x70 linear foot dock located within the boat basin with a 5'x30' ramp leading to an 8'x60' floating dock in new location; and re-vegetate with Spartina alterniflora within a 5,086sq.ft. portion of the boat basin intertidal zone. Located: 2835 Shipyard Lane, East Marion SCTM# 1000-38-7-7.1 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: bp Completed By: Present: J. Bredeeyer �M. Domino G. Goldsmith N. Kr pski C. Smanders Ot. Cantrell D. Di Salvo Other <'�eue � I l Page 2 of 2 /f 1 John M. Bredemeyer III, President �6�o U Q K o� Town Hall Annex Michael J Domino, Vice President 54375 Route 25 Glenn Goldsmith N P.O. Box 1179 A Nicholas Krupski o6�0 ,3 Southold, NY 11971 Charles J Sanders d,j� �; Telephone (631) 765-1892 Fax (631) 765-6641 U"urrzxx"" BOARD OF TOWN TRUSTEES 46116 TOWN OF SOUTHOLD Date/Time: Completed in field by: �- David Kennedy of VHB'Engineering, Surveying & Landscape Architecture, PC on behalf of OKI-DO, LTD. requests a Wetland Permit and a Coastal Erosion Permit for the restoration of the subject property shoreline through the replacement of 1,323 linear feet of existing, largely non-functional bulkheading; install a 505 linear foot (3,640sq.ft.) rock revetment along Gardiners Bay; dredge the existing channel between the boat basin and Gardiners Bay to five feet below mean low water through the removal of±4,022 cubic yards of sediment to be dewatered on-site or other approved upland locations; replace 186 linear feet of existing non-functional channel jetties consisting of a ±106 linear foot southeasterly Bay jetty with remains of seaward portion below MLW to be abandoned, a ±61 linear foot long southwesterly Bay jetty with remains of seaward portion below MLW to be abandoned, and a ±19 linear foot long jetty within the basin with remains of seaward portion below MLW to be abandoned; replace existing dilapidated 8x70 linear foot dock located within the boat basin with a 5'x30' ramp leading to an 8'x60' floating dock in new location; and re-vegetate with Spartina alterniflora within a 5,086sq.ft. portion of the boat basin intertidal zone. Located: 2835 Shipyard Lane, East Marion. SCTM# 1000- 38-7-7.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: 0 N Ch. 275 \/ Ch. 111 �/ SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application ompleteness/comments/standards: 14M sit'.4,/L0,Mavn n�,z�r` �emTC r f' ©/a 7� � ,7-6 r�`Y e ii�o,�1� G-� oat ��'J J�v��%✓/ `�l`��`Q`�,�'�J�i�� G✓�ld,�G'f/' !rt t3�'D T77' ��/`�' _"� U��lLljj�Ur'/ f� v 4 �• 1 D UL le— l c ¢45 hlo4cl Present were: J. Bredeme ski er M. Domino G. Goldsmith N. Kru Y � � p _C. Sanders Other Page 1 of 2 t 1 - •1.1 1 + _ , Ll '� .w� -"— ,..,,_q• 'FI � 'L 5't 4 l �, �a`,,��yy 1 tY'�� ~ V. .' yw, -N 6M M'': '�tu.r,. >✓�h ;4 ,� 'W ° -. [� t' Tr, y.('�j4 x.� �R..•7 _ ` _ •�-.��; ,�' '1�.»�� '� :�-�'�`' �y � ,'�,£ �`'t4 �� y�!�'1 k�11��'cA7 11'E' f a _ �`• � � 'L � ,.:^s.�`-'* y��`' �4 ` �, �S + n '•7 r� 7�_ *7 t�•''��r �_a t�'+�c � � � r�� ""_►'.,I•' t�;: ' �_��'. r ..�ii�tr 1 w t,L �� .� ff a .- �lY r-.r`.:�1� y• ,t ^`��'S• t t �' l� �>r�j�_Lj� a R'�r ~� �p , � :-�, a � � tIa`v ✓��?� � Y � t�-1 l/ ` ��\`tai 1`' }Jr J '� +;x't,�� Rl �4 `� � + d , � :i►ti# +°� � � �! �.• a. 4 �,;�. �� _ � 1 i f��'�� t��'� �.�� '1-•r'�r � �++��t ��... +�,�� a''"�� + �,rt � err l` Cantrell, Elizabeth From: Terry, Mark Sent: Monday, September 22, 2014 1:52 PM To: Cantrell, Elizabeth Subject: FW: incoming mail: oki do.pdf Attachments: oki do.pdf Elizabeth, Please see that the Board is delivered a copy of the attached memorandum form the ACOE regarding Oki-do Ltd. -----Original Message----- From: McKiernan, Lori Sent: Monday,September 22, 2014 11:43 AM To: Cummings, Brian A.; Donald Wilcenski; Lanza, Heather;James Rich;Terry, Mark; Martin Sidor; Pierce Rafferty; William Cremers Subject: incoming mail: oki do.pdf Your message is ready to be sent with the following file or link attachments: oki do.pdf Note:To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. DEPARTMENT OF THE ARMY 11 � 1-3 _•a 3'� _- 3 `€ NEW YORK DISTRICT CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING Ii ., 26 FEDERAL PLAZA 1 cy '10V i i NEW YORK,NEW YORK 10278-0090 S Regulatory Branch—Eastern Permit Section41; �SE . .9-�01 " ---. Subject: Permit Application Number NAN-2013-01475-EYA by Oki-Do Ltd SEP 2 3 2014 Oki-Do Ltd. 20 West 64th Street, Suite 24E _.,._ New York, NY 10023 0 i01d;oa`n Pam In Dear Sir: Correspondence from the Town of Southold expressing concerns regarding the Public Notice issued for your proposal has been received by this office. A copy of the letter is enclosed. You must demonstrate to this office that you have satisfied the Town of Southold's request to complete the SEQRA process. Please note that in order for us to continue processing your application you must submit the above requested information to this office within 30 days of this letter. If any questions should arise concerning this matter, please contact Jun Yan at (917) 790-8092. Sincerely, —JUn Ya n, ; Projeet✓ Hager Fastn Section Enclosure Cc: Mr. David Kennedy—VHB Engineering - Mr. Donald Wilcenski -Town of Southold (3 3 f� Q, fS i , } E t John M.Bredemeyer III,President ��o� SoUrjt, Town Hall Annex Michael J.Domino,Vice-President �O l® 54375 Main Road - P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q Charles J.Sanders,Trustee 'Q � Telephone(631) 765-1892 �y ,�� Fax(631) 765-6641 �,oUN,�v BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 9, 2014 Oki-Do Ltd. Attq: Dr. Kazuko Tatsumura Hillyer, President 20 W. 64 Street, Unit 24E New York, NY ,10023 RE: 2835 SHIPYARD LANE, EAST MARION SCTM# 1000-38-7-7.1 Dear Mr. Tatsumara Hillyer: This office is in receipt of U.S. Army Corps of Engineers Public Notice Number: NAN- 2013-01475-EYA for Oki-Do Ltd. for proposed activity of dredging with 10 year maintenance, bulkhead replacement, rock revetment construction, and new dock construction. Please be advised that in addition to the regulatory requirements of the U.S. Army Corps of Engineers, this office has jurisdiction over aspects of this project under Chapter 275 and Chapter 111 of the Southold Town Code. Please complete an application for this project which is enclosed along with a copy of the Town Codes for your convenience. Sincerely, ohn M. Bredemeyer III, President Board of Trustees Cc: U.S. Army Corps of Engineers Patricia C. Moore, Esq. Town of Southold Planning Dept. Enclosures L� MAILING ADDRESS: PLANNING BOARD MEMBERS `�F'SQ(��.L' P.O.Box 1179 DONALD J.WILCENSKI Southold,NY 111 971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G • Q 54375 State Route 25 JAMES H.RICH III �0 (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR l�COU � Southold,NY Telephone: 631765-1938 www.southoldtownny.gov_ PLANNING BOARD OFFICE TOWN OF SOUTHOLD Via Federal Express September 9, 2014 ` e SEP 1 0 2014 Ms. Jodi M. McDonald, Chief, Regulatory Branch sout old ro��,n U.S. Army Corps of Engineers -.-..dor fTr t �_� New York District Rm. 1937, 26 Federal Plaza Jacob K. Javits Federal Building New York, NY 10278-0090 Re: Public Notice Number: NAN-2013-01475-EYA Dear Ms. McDonald: The Town of Southold Planning Board is in receipt of the Public Notice, dated August 12, 2014, in connection with the Oki-Do Ltd. Department of the Army application and objects to its issuance at this time for the reasons set forth below: 1. In 2003, the Town of Southold Planning Board accepted a Site Plan Application to construct a holistic health center located at the southerly end of Shipyard Lane on Gardener's Bay, in the hamlet of East Marion, Town of Southold, County of Suffolk, on an 18.7-acre parcel in the MII Zone also identified as SCTM #1000-38-7-7.1. The proposed Site Plan included a total of 114 transient motel rooms consisting of 23 guest lodges totaling 87 accessory motel units, a main spa building along with a 185- seat restaurant (103 private guest seats, 72 public guest seats), 10 public bar seats, office space, retail gift shop, 27 personal service treatment suites and accessory uses. The proposed project also involved a 3,864 sq. ft. private restaurant annex with 45-99 private guest seats and a covered 758 sq. ft. deck, 1,987 sq. ft. Manager's residence with a 687 sq. ft. deck, pool, a 7,205.sq. ft. maintenance and utility building, a sanitary waste treatment facility, 1,160 sq. ft. for three (3) gazebos and man-made water features. Additionally, and most pertinent for your review, the subject project also included the replacement of the existing bulkhead, dredging of the 16-slip private marina basin, and various outdoor amenities. Ms. Jodi M. McDonald Page 2 September 9, 2014 2. In 2006, the Town of Southold Planning Board was established as Lead Agency for the action and, as such, conducted a coordinated review and issued a Positive Declaration. In connection with its review, the Planning Board required scoping and a Final Scope, dated November 6, 2006, was adopted (copy attached). Thereafter, a Draft Environmental Impact ' Statement (hereinafter referred to as "DEIS") was submitted, but was found to lbe incomplete with respect to the aforementioned Final Scope. A letter requesting revisions to the DEIS was sent to the applicant on o- _IVovemb"r 18, 2008, and no further action was taken by the applicant for approximately five (5) years. 3. . "On February 26, 2013, the Planning Board issued a letter to the applicant �----" - ihdicating that the application would be considered withdrawn due to inactivity, unless a letter was submitted within 60 days stating the reasons for the delay. On March 8, 2013, the applicant submitted a response to the Planning Board indicating that it was the intent of the applicant to continue with the Site Plan, however, to date, we have not received any further communication from the applicant. Based on the foregoing, the Planning Board respectfully requests that you suspend your review of the Oki-Do Ltd. permit application until the applicant completes the pending SEQRA process. The Planning Board is awaiting a DEIS it requested in 2006 and cannot continue its review until receipt. Further, it is the position of this Board that the cumulative impact analysis required by SEQR cannot be adequately satisfied if the project is segmented as defined by Part 617.2(ag), to wit "... the division of the environmental review of an action so that various activities or stages are addressed as though they were independent, unrelated activities needing individual determinations of significance". Here, the approval sought from the Army Corps is part of the "whole action" and any issuance of a Dept. of the Army permit would be premature as the full environmental impact analysis as identified by the Final Scope is incomplete. Please contact this office if you have any further questions. Very truly yours, Donald J. Wilcenski Chairman Enclosure Ms. Jodi M. McDonald Page 2 September 9, 2014 cc: Joseph Martens, NYS DEC Commissioner Sheri Aicher, NYS DEC, Stony Brook, NY Mark Wolfgang, NYS Department of Transportation Jennifer Street, NYS Department of State Christopher Lubicich, PE, Suffolk County Department of Health Services Kimberly Kennedy, Suffolk County Water Authority Andrew Freleng, Suffolk County Planning Commission Honorable Scott A. Russell, Supervisor Martin Finnegan, Town Attorney Elizabeth A. Neville, Town Clerk Leslie Weisman, Chairperson, Zoning Board of Appeals Michael Verity, Chief Building Inspector John Bredemeyer, Chairman, Board of Trustees Michael Collins, Town Engineer Mark Terry, LWRP Coordinator Southold Town Architectural Review Committee ' MAILING ADDRESS: PLANNING BOARD MEMBERS 0� so P.O.Box 1179 JERILYN B.WOODHOUSE �o�a ypl4 Southold, NY 11971 Chair 41 OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G 54375 State Route 25 GEORGE D.SOLOMON '�0 (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND GoUNI`�,Nc� Southold,NY 1► Telephone: 631765-1938 Fax:631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 6, 2006 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Gala Holistic Circle, Oki-Do Ltd. Located approximately 3,278 ft. s/o New York State Road 25 at the s/e end of Shipyard Lane known as 2835 Shipyard Lane in East Marion SCTM# 1000-38-7-7.1 Zone: M-11, Marine 11 District Dear Mrs. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, November 6, 2006: WHEREAS, this proposed action requires a special exception and site plan to construct a holistic health center with a total of 114 transient motel rooms consisting of 23 guest lodges totaling 87 accessory motel units (14 lodges containing 3 unit motel rooms & 9 guest lodges containing 5 unit motel rooms). The remaining 27 motel units are to be located in the main spa building along with a 185 seat restaurant (103 private guest seats, 72 public guest seats), 10 public bar seats, office space, retail gift shop, 27 personal service treatment suites and accessory uses. The proposed action also involves a 3,864 sq. ft. private restaurant annex with 45-99 private guest seats and a covered 758 sq. ft. deck, 1,987 sq. ft. manager's residence with a 687 sq. ft. deck, pool, a 7,205 sq. ft. maintenance and utility building, a sanitary waste treatment facility, 1,160 sq. ft. for three (3) gazebos, man-made water features, replacement of the existing bulkhead, dredging of the 16 slip private marina basin, and various outdoor amenities on a 18.7 acre parcel in the MII Zone located approximately 3,278 ft. south of New York State Road 25 at the south east end of Shipyard Lane known as 2835 Shipyard Lane in East Marion. SCTM # 1000-38-7-7.1, and WHEREAS, on July 11, 2006, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEAR lead agency coordination process for this Type I action pursuant to Part 617.4 (b) (6){i); and WHEREAS, on August 14, 2006, the Southold Town Planning Board assumed lead agency for this Type I action; and WHEREAS, on September 11, 2006, the Southold Planning Board adopted a Positive Declaration for the proposed action; and GALA Holistic Circle (OKI-DO) Page Two November 6, 2006 WHEREAS, on September 11, 2006, that pursuant to Article 617.13 of the 6NYCC, Part 617 State Environmental Quality Review Act the applicant agents will be financially responsible for costs incurred for the review and posting of the draft and final Environmental Impact Statements by the Town of Southold; and WHEREAS, on October 16, 2006, the Southold Planning Board pursuant to Article 617.8 held a public scoping meeting from 4:30p-6:00pm and allowed for comments to be received at the Planning Department up to October 26, 2006; be it therefore RESOLVED, pursuant to Article 617.13 of the 6NYCC, Part 617 State Environmental Quality Review Act the applicant will be financially responsible for costs incurred for the review and website posting of the draft and final Environmental Impact Statements by the Town'of Southold as reflected in the estimate of Nelson Pope & Voorhis dated October 30, 2006, subject to modification; and be it further RESOLVED, that the Southold Town Planning Board pursuant to Article 617.8 adopts the FINAL SCOPE FOR DRAFT ENVIRONMENTAL IMPACT STATEMENT prepared by Nelson Pope & Voorhis, LLC dated November 6, 2006 and require that the agent address all issues. If you have any questions regarding the above, please contact this office. Very truly yours, ?eOlyn B. Woodhouse Chairperson cc: Southold Town Zoning Board of Appeals Suffolk County Department of Health Services Southold Town Building Department NYSDEC-Stony Brook Southold Town Clerk for Southold Town Board New York State Department of Transportation Scott Russell, Southold Town Supervisor Suffolk County Water Authority Southold Town Board of Trustees Suffolk County Planning Department Southold Town Engineer Architectural Review Committee Mark Terry, LWRP Coordinator Army Corps of Engineers Commissioner, NYS DEC Suffolk County Department of Public Works New York State Department of State Suffolk County Department of Health Services Environmental Notice Bulletin Department of Ecology, Kimberly Shaw File Enc: Final Scope f J - ill NELSON,POPE & VOORTrIIS,LLC Environmental Consultant to the Planning Board ENVIRONMENTAL - PLANNING - CONSULTING $72 WALT WHITMAN ROAD,MELVILLE,NY 11747-7188 Town of Southold, New York (631)427-5665 FAX(631) 427-5620 npv@nelsonpope.conl FINAL SCOPE FOR DRAFT ENVIRONMENTAL IMPACT STATEMENT "GALA HOLISTIC CIRCLE" Proposed Special Exception Permit for Transient Motel Shipyard Lane,East Marion,Town of Southold Suffolk County,New York Prepared for: Town of Southold Planning Board Town Hall,53095 Main Road P.O.Box 1179 Southold,NY 11971 (631) 765-1938 Prepared by. Nelson, Pope&Voorhis, LLC 572 Walt Whitman Road Melville,New York 11747 (631)427-5665 Contact: Charles J.Voorhis,CEP,AICP ti Date: November 6,2006 1.0 Introduction This document is the Final Scope of the issues and analyses to be included in the DEIS for the proposed transient motel on a 17.325-acre parcel located at the southerly end of Shipyard Lane on Gardener's Bay, in the hamlet of East Marion, Town of Southold, County of Suffolk known as Gaia Holistic Circle. The analysis of the Gaia Holistic Circle project in a DEIS has been required by the Town of Southold Planning Board, as Lead Agency for administration of the subdivision review and as required by the New York State Environmental Quality Review Act(SEQRA). The requirement for a DEIS was contained in a Positive Declaration issued by the Planning Board on September 11, 2006. The information prepared in conformance with this scope and the SEQRA process is intended to provide comprehensive input in the decision-making process for use by involved agencies in preparing their own findings and issuing decisions on their respective permits. The document Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement must be concise but thorough, well documented, accurate and consistent. Figures and tables will be presented in support of the discussions and analyses contained in the document. Technical information will be summarized in the body of the DEIS and attached in their entirety in an appendix. 2.0 Brief Description of the Proposed Project The proposed action requires a special exception and site pian to construct a holistic health center with a total of 114 transient motel rooms consisting of 23 guest lodges totaling 87 accessory motel units (14 lodges containing 3 unit motel rooms & 9 guest lodges containing 5 unit motel rooms). The remaining 27 motel units are to be located in the main spa building along with a 185 seat restaurant (103 private guest seats, 72 public guest seats), 10 public bar seats, office space, retail gift shop, 27 personal service treatment suites and accessory uses. The proposed action also involves a 3,864 sq. ft. private restaurant annex with 45-99 private guest seats and a covered 758 sq. ft. deck, 1,987 sq. ft. manager's residence with a 687 sq. ft. deck, pool, a 7,205 sq. ft. maintenance and utility building, a sanitary waste treatment facility, 1,160 sq. ft. for three (3) gazebos, man-made water features, replacement of the existing bulkhead, dredging of the 16 slip private marina basin, and various outdoor amenities on a 18.7 acre parcel in the MII Zone located approximately 3,278 ft. south of New York State Road 25 at the south east end of Shipyard Lane known as 2835 Shipyard Lane in East Marion. A parking area containing 162 spaces is proposed along the length of'the western property line and extending into the northwest portion of the site. A total of 27 stalls will be landbanked for future parking area expansion. The practicality and adequacy of the proposed parking lot location is not known at this time, and may vary based on the proposed site uses and duration of guest stay. Three (3) ingress/egress points are proposed along Shipyard Lane. An additional gated ingress/egress point is proposed from Cleaves Point Road along the eastern property boundary. A loading dock will be provided at the transient hotel building and will be accessible from the proposed access point located at the southwestern corner of the property. A 20-foot wide interior, gravel roadway is proposed along the northern and eastern property line to connect the parking lot area to the Cleave Point Road entrance. It is not known if the Cleave Point Road access will be utilized for emergency access only, or if this access will be utilized for through traffic and maintenance vehicles. Ornamental landscaping is proposed throughout the site, including the required minimum twenty-foot buffer of supplemental landscaping and natural vegetation maintained along the eastern and northern property perimeters and required minimum 15-foot buffer is proposed along the western property line. The proposed project also includes repairing/replacing the existing wooden bulkhead that extends along the western half of the boat basin and adding boat slips along a new dock. This portion of the bulkhead is in fair to poor condition. The wooden bulkhead indicated on the Site Plan along the southwest property boundary fronting Gardiners Bay is dilapidated and no longer functioning. This portion of bulkhead will be replaced with a rock revetment to match that located on the adjacent Cleaves Point Village property. Information regarding NYSDEC jurisdiction,and permitting is discussed in the Wetlands section below. Any dredging or removal of fill from the access channel or the boat basin will require acquisition of all the applicable Page 2 r� roroat r� 1 f 1 Gaia Holistic Circle ` Preliminary Draft Scope for the Draft Environmental Impact Statement permits from the Town Board of Trustees, the Army Corps of Engineers, the NYSDEC, and the NYS Department of State (discussed in the Wetlands section below). A large manmade pond, containing a landscaped island, several recreational bridges and wooden decks are proposed in the central portion of the property. The water feature will be accessible from several different paths throughout the site and will be surrounded by Japanese Gardens and native landscaping. A drainage system of catch basins, leaching pools and piping is proposed throughout the site. A wastewater treatment facility is proposed for the northwest comer of the site. However, no sanitary calculations are provided in the plans. Additionally, a series of leaching pools and catch basins are proposed for Cleaves Point Road, in the vicinity of the proposed entrance. The proposed density and design will be subject to review and approval by the Suffolk County Department of Health Services. Site History The subject property was improved with an oyster-processing facility circa 1964, together with three smaller detached wooden and metal buildings. One or more of these detached buildings was used for maintenance and/or repair activities,since equipped with waste oil and other oil USTs, and as a machine shop. In addition,an existing metal storage and maintenance building, likely used for boat maintenance, was completed in 1983 and East End Diesel, Inc., a diesel engine repair and remanufacturing company,occupied the southernmost building from the late 1980s to circa 1996. The oyster-processing facility ceased operations circa 1988 and the subject property is currently vacant. Single-family homes and crop fields historically surrounded the subject property. Approvals In order to develop the site as proposed, the following approvals are required: Town of Southold Board of Appeals Special Exception Use y Town of Southold Planning Board Site Plan Town of Southold Hi hwa Department Road Work Permit Town of Southold Town Trustees Wetlands Permit Suffolk County Department of Health Services Article 4 Water Supply Article 6 Sewage Treatment PIant Suffolk County Water Authority Water Supply Connection NYS Department of Environmental Conservation 1. Notice of Intent—SPDES General Permit for Stormwater Discharges During Construction Activities 2. SPDES Discharge Permit 3. Tidal Wetlands Permit 4. Mining Permit for Ponds(if a licable NYS Department of State Coastal Consistency U.S-Army Corps of Engineers Individual Permit "`4RTu:'R�: " � Page 3 90 % Caia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement 3.0 Potentially Significant Adverse Impacts The following description of the potential adverse impacts of the proposed project has been taken verbatim from the Planning Board's Positive Declaration of September 11, 2006: 1. The site has been evaluated in accordance with the Criteria for Determining Significance as contained in SEQRA 6NYCRR Part 617.7 (c). The proposed action has been evaluated through review of the following materials: • Site and architectural plan and architectural elevation drawing prepared by Butt, Otruba- O'Connor Architects, • Part I and II of the Environmental Assessment Form(EAF), • Site plan application, • Traffic Impact Study prepared by Dunn Engineering, • Environmental Site Assessment(ESA)Report prepared by Longshore Environmental, • Site plan use diagram, • Informational letter from Butt,Otruba-O'Connor Architects, • Independent site inspection, • Planning Board deliberation on materials supplied by the applicant, the consultant, and planning staff. Based upon this thorough review, the Planning Board identified potential significant adverse environmental impacts in connection with the proposed project. Additional supporting findings are provided below. 2. The Criteria for Determining Significance are specifically evaluated with respect to this action, as follows: a. Substantial adverse change in existing ground or surface water quality or quantity, traffic or noise levels; increase in solid waste production; leaching or drainage problems. The proposed action may significantly change the subject site such groundwater or surface water quality, traffic, noise levels, solid waste production, leaching or drainage problems may occur. Insufficient information has been provided in which to accurately assess these impacts. b. The removal or destruction of large quantities of vegetation or other significant adverse impact to natural resources. The NYS Heritage Program Database Records indicates there are no known rare species or ecological communities located within the project area; however, historical and recent records indicate the presence of several threatened and endangered vascular plants and birds in the vicinity of the project site. c. The impairment of the environmental characteristics of a Critical Environmental Area as designated pursuant to subdivision 617.14(g). The EAF indicates that the subject site is not located within a Critical Environmental Area (CEA). However, due to the site's location on Gardiners Bay / Orient Harbor, potential Page 4 Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement significant adverse impacts were identified as a result of the proposed project, particularly as it relates to ivaler quality, harbor use and scenic resources. d. The creation of a material conflict with a community's current plans or goals as officially approved or adopted. The proposed project had a preliminary evaluation in terms of land use, zoning, and land use plans that establish a community's plans and goals. The overall size and scope of the project appears to be in conflict with adjoining land uses and zoning. The project's consistency with the East Marion Hamlet Study, Local Waterfront Revitalization Program, State Coastal Management Program, etc. shall also be evaluated. e. The impairment of the character or quality of important historical, archeological, architectural, or aesthetie'resources or of existing community or neighborhood character. NYS OPRHP has noted that the area of the proposed project has not been comprehensively surveyed and recommended that a Phase I archeological survey be conducted unless sufficient evidence of substantial prior ground disturbance can be documented. f. A major change in the use of either the quantity or type of energy. The proposed project involves a significant increase in energy use. Impacts to local facilities shall be analyzed. g. The creation of a hazard to human health. The proposed project may result in unsafe pedestrian movement throughout the site in addition to use of public streets for site operations. h. A substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources,or in its capacity to support existing uses. The proposed project significantly increases the intensity of use on the site, resulting in potential adverse impacts to traffic, sanitary and water generation/use, water quality, noise and visual resources, as well as community character. i. The encouraging or attracting of a large number of people to a place or places for more than a few days,compared to the number of people who would come to such place absent the action. It is expected that the proposed action would attract a significant number of people for more than a few days; however, proposed site uses, possible public access to site facilities like the restaurants and duration of guest stay have not been specified. j. The creation of a material demand for other actions that would result in one of the above consequences. The proposed project is not expected to create a material demand for other actions that would exacerbate or create other impacts. A�06*-- LLC Page 5 @IVVq[Y.OJFJVi/1L.Id1111tiNR'.CcSVELR TRIG Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement k. Changes in two or more elements of the environment,no one of which has a significant impact on the environment, but when considered together result in a substantial adverse impact on the environment. The proposed project does propose a significant physical site alteration and the intensity of proposed use may have combined adverse impacts on the environment. 1. Two or more related actions undertaken, funded or approved by an agency, none of which has or would have a significant impact on the environment, but when considered cumulatively would meet one or more of the criteria. There are no other pending projects in the vicinity of the project site which when considered cumulatively with the proposed project would result in significant adverse environmental impacts. 3. The site's sensitive waterfront location and area resources may be affected by the proposed project and insufficient information has been provided in which to accurately assess significant environmental impacts that may be associated with the proposed project. Anticipated adverse impacts do not appear to be minimized or mitigated to the maximum extent practicable. Alternatives to the proposed action that will reduce potential impacts shall be examined. 4.0 Organization and Overall Content of the DEIS Document The DEIS must conform with the basic content requirements as contained in 6NYCRR Part 617.9 (b)(3). The outline of the DEIS shall include the following sections: COVER SHEET TABLE OF CONTENTS SUMMARY 1.0 DESCRIPTION OF THE PROPOSED ACTION 1.1 Project Background,Need,Objectives and Benefits 1.1.1 Background and History 1.1.2 Public Need and Municipality Objectives 1.1.3 Objectives of the Project Sponsor 1.1.4 Benefits of the Project 1.2 Location and Site Conditions 1.3 Project Design and Layout 1.3.1 Overall Site Layout 1.3.2 Grading and Drainage 1.3.3 Access,Road System and Parking 1.3.4 Sanitary Disposal and Water Supply 1.3.5 Site Landscaping and Lighting 1.3.6 Open Space 1.4 Construction and Operation 1.4.1 Construction 1.4.2 Operation 1.5 Permits and Approvals Required Page 6 Gala Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement 2.0 NATURAL ENVIRONMENTAL RESOURCES 2.1 Soils and Topography 2.1.1 Existing Conditions 2.1.2 Anticipated Impacts 2.1.3 Proposed Mitigation 2.2 Water Resources 2.2.1 Existing Conditions 2.2.2 Anticipated Impacts 2.2.3 Proposed Mitigation 2.3 Ecology 2.3.1 Existing Conditions 2.3.2 Anticipated Impacts 2.3.3 Proposed Mitigation 3.0 HUMAN ENVIRONMENTAL RESOURCES 3.1 Transportation 3.1.1 Existing Conditions 3.1.2 Anticipated Impacts > 3.1.3 Proposed Mitigation 3.2 Land and Water Use,Zoning and Plans 3.2.1 Existing Conditions 3.2.2 Anticipated Impacts 3.2.3 Proposed Mitigation 3.3 Community Facilities and Services 3.3.1 Existing Conditions 3.3.2 Anticipated Impacts 3.3.3 Proposed Mitigation 3.4 Aesthetic Resources and Community Character 3.4.1 Existing Conditions 3.4.2 Anticipated Impacts 3.4.3 Proposed Mitigation 3.5 historic and Archaeological Resources 3.5.1 Existing Conditions 3.5.2 Anticipated Impacts 3.5.3 Proposed Mitigation 4.0 OTHER REQUIRED SECTIONS 4.1 Construction Related Impacts 4.2 Cumulative Impacts 4.3 . Adverse Impacts That Cannot Be Avoided 4.4 Irreversible and Irretrievable Commitment of Resources 4.5 Growth-Inducing Aspects 5.0 ALTERNATIVES 5.1 No Action Alternative 5.2 Alternative Site Designs 6.0 REFERENCES APPENDICES acw, r,ey yr,� Page 7 IYT/LL..PL .CO�t1.TN] Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement 5.0 Extent and Quality of Information Existing and Needed As required under SEQRA, the DEIS shall include "a statement and evaluation of potential significant adverse impacts at a level of detail that reflects the severity of the impacts and the reasonable likelihood of their occurrence". Included in this evaluation shall be reasonably related short-term and long-term impacts,with other required sections identified in the Section 6.0 of this scoping document. This section further describes the level of analysis and the type of analysis expected with respect to the key environmental impacts of the project as outlined in the Positive Declaration. Each major section is followed by a description of the extent and quality of information needed to perform the evaluation of each of the impacted resources. Description of the Proposed Project Background and History • There shall be a brief description of the site and application history; this shall include a full description of the existing and historic use of the site, dredging and site improvements, status of current use, site ownership and related background and history. • Phase I and Phase II Environmental Site Assessments related to site conditions shall be summarized and attached or excerpts attached to establish background conditions; site remediation shall be identified. Public Need and Municipality Objectives • Include justification of proposed project in terms of Town goals for site. • Public need for the project shall be discussed; indicate market study used to assess the need and viability of the facility; indicate potential for conversion of site to other use based on non-viability of facility or lack of need. • Population served by the project shall be identified. • Public access to the waterfront shall be discussed. Objectives of the Project Sponsor • The objectives of the project sponsor shall be included and discussed. • The objectives of the project sponsor shall indicate the Gaia Holistic Circle form of treatment/lifestyle as related to site use and design. Benefits of the Project • Include a discussion of the community benefits expected to accrue from the proposed project. Location and Site Conditions • Using appropriate mapping and/or tables, describe location of site, in terms adjacent/nearby significant properties,zoning and service districts, available services, etc. • The existing conditions of the site in terms of bulkheads, mean high water, mean low water, site survey, structures, vegetative cover shall be provided as an overall background of existing site conditions. • A summary of subsurface conditions and features, suspected contamination on the site and in the area proposed for development, as well as remediation initiatives. i • - Page 8 r (, Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement Project Design and Layout • Overall Site Layout - include a brief description of the site and project layout; describe basis for site yield, proposed structures, services, utilities, access points, road system, drainage, marina and include a site quantities table. • Use Design/Description - address breakdown of use areas from a structural standpoint; indicate if the "patio' will be covered; describe any retail activities on site (sale items, access to public). • Architecture- the architecture, height and appearance of structures shall be identified. • LEED -Details on the LEED green building certification being sought for this project. • Regulations -ADA compliance features and FEMA Flood Plain development compliance as related to structural improvements; indicate requirements, design parameters and proposed design; indicate first floor elevations of buildings required and proposed. • Dredging - details on dredging and bulkhead project; dredge spoil, volume and quality; dredge spoil dewatering, dredge spoil disposal. • Marina ,and Bulkhead/Revetment - the marina installation shall be fully described including bulkheading and revetment (including cross sections,materials used,stone size, bulkhead type, backfill, etc.), dredging,piles and floats, access, function; etc.; indicate if fuel tanks will be installed anywhere on premises and who will have access. • Grading - the grading program and associated areas disturbed shall be discussed along with volumes of soil excavated, cut/filled, removed from site and maximum depths of cut/fill; fill needed for sanitary, drainage or structures shall be identified; grading for the proposed access to the managers residence shall be outlined; quantity of fill behind proposed bulkhead. • Drainage- site drainage and proposed drainage system and provide capacity and function information shall be provided along with a discussion of conformance to NYSDEC SPDES stormwater and erosion control regulations for construction and post-construction conditions; use of the lake/stream system for drainage shall be identified if intended as well as function,capacity and viability in view of depth to groundwater constraints. • Lake/Stream System - details on the lake and stream system, method of construction/lining; water supply; soil removal/re-grading, design and depth of features, make-up water and source, vector control, filtration/treatment equipment, stocking with fish and species, wildfowl control, stormwater retention qualities if applicable;vegetation and landscaping. • Access - the vehicle access points, internal roadway layout and traffic circulation shall be identified. • Parking- the adequacy of on-site parking shall be discussed; required parking as required by a breakdown of parking requirements for each sub-use shall be provided; this will establish the basis for the parking variance; the amount and adequacy of proposed parking shall be determined; use of permeable pavement shall be described in detail in terms of location and use; identify the location of loading docks and dumpster locations. • Water Supply - include a description of water supply source, infrastructure and availability, water main routing to access the site; irrigation well water supply, lake/stream "make up" water, and proposed wastewater handling and corresponding use of water supply and sanitary design flow. 4 wcwae s rmw�E LL� Page 4 4bGaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement • Utilities - the sizes and locations of all utilities and services shall be described along with the status of future possible connection. • Lighting- the Town lighting requirements, proposed lighting and an illumination analysis shall be provided and described for all aspects of the project including parking areas, the restaurant and other site improvements; compliance with"dark skies"shall be identified. • Landscaping - information on the type, amount and location of landscaping proposed shall be provided as well as information on maintenance requirements such as irrigation and fertilization under operation and maintenance; information on buffers around the site perimeter, retention of existing trees and other buffering techniques shall be identified; the plant list shall be reviewed and described to ensure that "invasive" species are not introduced to the site; screening of dumpsters, recreational activities and parking shall be addressed. • Amenities — describe all amenities on site including outdoor ,use, tennis courts, arenas, playgrounds, use of beach and limits on off-site use of facilities, etc. • Open Space Management - include a discussion on retained open space areas; areas of dedication, areas of retention by applicant; easements or restrictions to ensure retention of open space. Construction • The construction and operation/maintenance of the site shall be fully discussed. • Demolition of the existing buildings including safety and protection of neighboring properties. • Remediation based on the Phase I/II ESA. • Project phasing(if applicable). • Method of construction, construction schedule/timetable, days of the week; indicate Town code restrictions of nuisance activities and compliance. • Construction management, equipment storage/staging, delivery routes, hours of operation,workers' parking,protection of natural and sensitive areas, • Protection of workers and worker safety during construction shall be evaluated. • Need to modify overhanging trees on Shipyard Lane for construction or operation. • Quantity of soil importlexport, truck routes, management and mitigation. • Dredging and bulkhead project details; staging areas; construction methods; dewatering areas; disposal areas;dredge removal truck trips; time frames for construction. - Operation • In terms of operation, describe the management and protection of open space; describe Organization management and operation; describe road, landscape and open space maintenance practice, describe any special conditions which may apply. • Detailed description identifying which of the site uses (if any) will be open to the public (i.e., the marina, restaurant, spa, etc.) and which will be exclusive for hotel guests. • Uses expected of various locations and facilities within the site; seasons of use, intensity of use, whether the site will be open to special events such as weddings, conferences or catering events,retail sales. • Projected number of employees required for the various uses for weekdays, weekends and seasonal peak periods. 01ft-t-o". Page 10 S J Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement • Indicate activities such as outdoor parties, placement and use of loudspeakers, concerts or special events including frequency, location time periods and schedule. • Truck sizes expected for deliveries and delivery routing, delivery times and truck unloading areas. • Location of dumpsters, truck access to dumpsters, hours of dumpster pickup shall be addressed; indicate if trash compactors will be used. • Details on internal traffic circulation plan, use of gravel road and general on-site activities. • Description of use of golf carts on site. • Valet parking shall be fully described. • Description of any generators proposed for the facility. • Description of operation of the proposed marina, users, frequency of use, etc. • Seasons of operation of various components of the facility. • Lighting operations in terms of type, hours lit and controls shall be discussed. • Snow removal shall be described as related to parking surfaces and operation. • Entity responsible for site operations. • Restrictions on Emergency Access (if proposed) and how the restrictions will be ensured. • Lake/stream system operation and maintenance; lake "make-up" water; fish stocking; wildfowl population control; nutrient influx control; mosquito/vector control; aesthetics. • Water use shall be fully described including: maximum size of vessels, turning radius, depths, vessel speeds in marina, potential for increased number of private vessels docking, channel enhancements (increased dredging potential, navigation aids), and access to,existing navigation channels. • Use and management of open space areas. • Operation of the marina shall be identified; indicate if fitel storage will occur for marina patrons. ' Permits and Approvals Required • Identify all required permits and reviews • Indicate the filing date and status of submissions to the lead and involved agencies. Natural Environmental Resources Soils and Topography • Existing soil, subsoil and topographic conditions shall be analyzed in terms of existing conditions, proposed conditions and measures which may be employed to minimize potential significant adverse environmental impacts. • The existing soil types shall be determined pursuant to the Suffolk County Soil Survey. • Soil borings shall be described to determine subsurface soil quality and depth to groundwater. • The topography of the site shall be determined using site specific topographic surveys of the property. • The soil quality shall be described in terms of analytical results from Phase II sampling. Page I I 0 Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement • Impact to soils shall be discussed in terms of soil constraints pursuant to the Suffolk County Soil Survey based on the type of land use proposed and the constraints for each soil type. • Constraints in terms of depth to groundwater shall be evaluated by establishing that sanitary and drainage systems can function property; vertical profiles of these systems establishing minimum surface elevation, maximum groundwater elevation and system installation to required design standards shall be included. • Topographic alteration of the site shall be determined through evaluation of the grading proposed for the site and determination of resultant slopes, volume and disposition/origin of cut or fill, and proposed changes to topographic elevations; impact of fill for sanitary, drainage and buildings shall be evaluated; evaluation may include description, profiles, contour maps and/or other methods to perform effective evaluation; impact of grading for the proposed managers residence road shall be evaluated. • Mitigation in terms of soil remediation, erosion control, retention of soils, fugitive dust and related impacts shall be identified. Water Resources • The groundwater management zone as classified under Article 6 of the Suffolk County Sanitary Code shall be referenced. • The depth to groundwater in key development locations of the site shall be determined by use of on-site soil borings; soil borings in all areas of proposed leaching must be included given constrained site soils,fill,oyster shell, etc. • The expected direction of groundwater flow based on hydrologic interpolation shall be identified. • The existing groundwater quality shall be referenced from existing literature. • The water supply source, infrastructure and availability, service provider and capacity of systems shall be established through communication with the water district and analysis of impacts; water main routing and growth impacts must be evaluated; irrigation water, well installation and impacts must be examined. • The expected impact of the project with respect to water quality shall be fully examined in terms of sanitary discharge compliance, wastewater treatment system operation and regulatory requirements. • Applicable Suffolk County Department of Health Services (SCDHS) regulations and requirements will be identified in terms of density and current policy on the proposed wastewater system, and the compliance of the action with same will be evaluated. • Calculations of projected sanitary flow and consistency with the Suffolk County Sanitary Code will also be provided. • The nitrogen budget for the site (considering all potential sources of nitrogen) shall be determined using mass-balance modeling methods. • Other water quality impacts related to pesticides, snow melt chemicals (if applicable), chemical storage and any other sources shall be analyzed. • The consistency of the proposed action with the findings of the Nationwide Urban Runoff Program (NURP) and Nonpoint Source Management Handbook will be evaluated .as related to storinwater management and discharge. • The existing stormwater management system and surface drainage conditions on the site . `LCL Page 12 Gala Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement will be described. This will include, but not be limited to: stormwater generated, available information relative to collection and management systems, and system capacity. In addition, post-development stormwater management conditions will be evaluated. This evaluation will include: calculations of stormwater to be generated, details of the proposed collection and management systems, system capacity, future maintenance practices for stormwater collection and leaching structures and analysis of how the proposed stormwater management system will comply with applicable regulatory requirements, including the NYSDEC SPDES GP 02-01 Phase 2 stormwater regulations. • The change in hydrology of the site in terms of quantity of recharge under existing and future conditions shall be established using appropriate hydrologic analysis methods; use of the irrigation well, drawdown and potential for salt-water intrusion shall be included; drought conditions water consumption and impact to neighboring private wells; issues regarding increased water table elevations, functioning of sanitary/drainage recharge systems and potential to increase flooding in the area shall be addressed. • Constraints and impacts related to depth to groundwater must be evaluated; depth of leaching structures (sanitary and stormwater) placement to ensure minimum 2-3' above the water table,capacity and function shall be considered. • The DEIS will provide calculations of projected water consumption for each use proposed and, in consultation with the Suffolk County Water Authority, will evaluate the ability to meet this projected water demand; the evaporative loss of water from new surface water features, pond "make up" water, irrigation and all water use shall be included. • As the proposed action includes the installation of an irrigation well, the yield of the well must be provided to determine the need for a Long Island Well Permit and to evaluate the potential impacts associated therewith. • Area conditions in terms of drainage and potential for or reported flooding shall be described. • As the site is situated in Zone AE, base elevations as promulgated by the Federal Emergency Management Agency (FEMA) would be identified, and a consistency analysis with same would be included; the Flood Zone line shall be interpolated based on . "on-site"topography and shall align with the nine(9) foot contour. • Impact of flooding on sanitary system function, generator function, and restaurant/hotel/cottage evaculation. • Mitigation measures which may reduce potential water quality impacts shall be identified; measures to correct existing flooding and assurance that flooding will not be exacerbated shall be included; resurfacing of Shipyard Lane and installation of drainage in the Town right-of-way shall be considered as mitigation; drainage mitigation for area of Cleaves Point Road near east part of site. Ecology • Existing upland habitats shall be inventoried through an inspection of the site by a qualified biologist/ecologist to determine the vegetation, wildlife, and general habitat character. An inventory of flora and fauna observed and expected will be provided in this section of the DEIS. t w a,*a LLC Page 13 Gala Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement • In addition, protected native plants, plant and animal species listed as endangered, threatened, special concern (or with other protective status) and significant habitat areas on or in the vicinity of the project site will be identified. • The NY Natural Heritage Program shall be contacted for site file information concerning habitats, plant and animal species. • Impact to upland habitats shall be quantified and discussed qualitatively in terms ecological impact to plants and animals. • The type, quantity and quality of wetlands present on, adjoining, or in the vicinity of the site shall be mapped and described using current site conditions and recognizing that the location of high water has moved landward; wetland jurisdiction of the Federal government, State and Town shall be established; existing biological conditions of proposed dredging areas including submerged aquatic vegetation. • The jurisdiction,regulatory framework and controls of the Federal government, State and Town shall be established. • Hydrologic systems supporting these wetlands shall be presented. • Federal and State wetland maps indicate that the proposed action would be under the jurisdiction of the U.S. Army Corps of Engineers (ALOE) and the NYSDEC as well as the Town Trustees. As such, all required wetland permit applications to the ACOE, NYSDEC and Trustees must be made. Copies of all existing wetland permits would also be provided (e.g., the existing maintenance dredge permit) and a discussion of each permit will be included. • Potential impacts to wetlands shall be evaluated in terms of maintaining or enhancing all wetlands, maintaining adequate setbacks and ensuring that the hydrology of the systems (sanitary, stormwater, erosion control, etc.) supporting wetlands is not degraded in quality or quantity. • Water use impact must be evaluated including: marina impacts associated with installation and operation, adequacy of navigation channels and boat access to site as well as boat maneuvers within site;include assessment of available pumpout facilities. • Historical dredging of the basin and historical depth of the basin shall be documented to establish pre-existing conditions to support the proposed"maintenance"dredging; impact of dredging on vegetation and wildlife including osprey nests shall be evaluated. • Dredging and bulkhead project impacts of construction; installation/spoil removal; dewatering (odor and vector control); dredge spoil placement/disposal; dredge spoil quality (grain size, organic content, volatile/semivolatile organic compounds, metals, PCB's and related contaminants) shall be included; impact of the proposed revetment on surrounding properties shall be determined; analysis shall include physical and biological littoral processes and impact on submerged aquatic vegetation. • Setbacks required by State and Town wetland review shall be located and evaluated in terms of compliance with maintaining setbacks for disturbance/fertilized vegetation, structures and sanitary installation. • Management of the land within wetland setback areas shall be formulated to ensure conformance with the code requirements. • Mitigation measures to reduce potential impacts shall be identified and method of implementation determined; details on erosion control to protect site ecology shall be included. 1140Pae 14 r Gab Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement Human Resources Transportation • Provide a thorough analysis of the traffic impacts of the proposed development on the area's roadway system. The study shall consider future traffic associated with employees, guests, visitors, and all aspects of site operations. • Include analyses of the proposed plan and internal roadway system and a full traffic impact study assessing the proposed development's impact on the surrounding roadways. • Sight distance at site and Shipyard Lane and Route 25, road/lane width, circulation and parking shall be included in this analysis. • The Traffic Impact Study will include: collection of data regarding planned roadway improvements and other developments, field surveys and counts of existing traffic volumes, estimates of future traffic volumes, analyses of existing and future traffic volumes and identification and timing of required roadway improvements and the entity responsible for initiating those improvements. The following specific tasks will be undertaken and documented in the traffic and transportation section of the DEIS: 1. Several personal, on-site field observations to observe the traffic movements under various conditions. 2. A physical inventory of the adjacent street network. 3. The hourly volume report of the NYSDOT traffic count on Main Road shall be obtained and included in the traffic study. A review of the count should be performed and the peak hours occurring on the weekday and weekend should be identified. 4. The following should be included as study intersections with turning movement counts and analysis conducted during all the time periods: • Shipyard Lane and Main Road; • Gillette Drive and Main Road; • Cleaves Point Condominium driveway and Shipyard Lane. 5. In addition to weekday AM and PM peak period counts, Saturday peak period intersection turning movement counts at the study intersections should be conducted during the afternoon and/or evening peak periods identified by review of the Main Road hourly volumes. Sunday is not typically the busiest weekend day. However, the hourly volumes should identify which day should be included in the study. 6. Hourly volumes for a seven day period should be collected on Gillette Drive and Shipyard Lane. 7. Perform a gap study at the study intersections during the peak periods to record available gaps in traffic along Main Road. 8. The accident analysis should include a request for accident records along Shipyard Lane and Gillette Drive, at both intersections with Main Road and along Main Road for an appropriate distance in either direction from each intersection. The accident records should be reviewed and tabulated. 9. The trip generation calculation should be conducted based upon each of the separate uses on the site, such as, the restaurant, marina, spa and hotel. The hours of operation, size of each facility, maximum employees during peak activity, and whether the facility is open to the public should be identified. Any credit assumed for internal trips should be supported with documentation. The data from the Hotel Land Use Code provided by ITE is not appropriate. 10. A directional distribution analysis to distribute the site-generated traffic onto the Page 1S Via. r�a�acv��n,r Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement operate the facility(housing, schools, etc.). • The DEIS will include detailed projections of service demand with supporting documentation. • The existing tax revenue of the site shall be established. • The DEIS shall consider future taxes, and if it is expected that the use will not be taxed, a determination shall be made to determine if payment in lieu of taxes (PILOT) is necessary to offset potential impact to community service providers. . • The emergency services (ambulance, police and fire) which serve the site shall be identified and contacted for input with respect to continued ability to serve the site. • Changes associated with the proposed project shall be evaluated in terms of emergency service access; a practical approach shall be taken to ensure that safe and efficient emergency service vehicle access to the site can be provided to the site. • Hydrant instal lation/location and other development considerations which assist in addressing emergency services shall be included. • Mitigation for emergency service access to ensure that equipment can ingress/egress the site shall be included. Page 18 Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement Aesthetic Resources and Community Character • The importance of the site in terns of open space character in the community shall be established; the type of open space which the site represents and locations of other open space in the community shall be used in this evaluation. • The visual character of the existing site conditions shall be identified through ground and aerial photography using a key for locations of all ground photography. • The significance of visual character shall be established in terms of the viewing public and view accessibility. • Other aspects of the existing visual character in terns of vegetation, lighting, utilities, etc. shall be identified. "Dark sky"compliance shall be addressed. • Impacts of the proposed project in terms of community character and visual setting shall be determined by discussion as well as graphic methods. Locations shall be determined through analysis of significance to the viewing public, but at a minimum shall include the view of the site from Gardiners Bay. "To scale" photographic and architectural renderings are anticipated, with supporting cross-section evaluation and descriptive text to fully disclose the change of visual character of the site. • Impact of shadows of large buildings shall be evaluated. • The impact of use of fill, increase in site elevations, and visual appearance of structures will be evaluated. The significance of visual impacts will be assessed and mitigation proposed. Lighting impacts will be discussed from a visual impact perspective;the"dark sky" compliance shall be evaluated as well as the potential for a "glow" or "halo' effect from parking areas, the restaurant or other site improvements shall be addressed. • The change in character and visual setting shall be determincd in terms of landscape vegetation, lighting and utilities. • Impact associated with the marina operation shall be evaluated in terms of activity, lights, noise and community land use compatibility impacts. • The existing noise environment will be evaluated in terms of ambient noise, sensitive receptors and community character. The potential noise impacts of the project will be assessed through identification of source areas, traffic circulation/volume, golf carts, car doors, backup alarms, building/grounds maintenance, restaurant,waterfall, generator use, dumpster location, trash compactors (if used) and use, proximity to receptors, distance and other attenuation, and the significance of potential noise impacts will be assessed. • Impact of special events (if proposed) shall be evaluated in terms of community character. • Impact of gas dock (if proposed) on community safety and pollution potential in consideration of the surrounding area. • Population/demographic impacts associated with the use of the site. • Measures to minimize the impact of loss of open space and change in visual character and the means for their implementation shall be provided. Historic and Archaeological Resources • The historic and archaeological, resources of the site will be addressed through a determination of historic and archaeological sensitivity and preparation of a Stage IA/IB Cultural Resources Assessment (CRA). The site is within an arca of archaeological ��y�m M LL Page 19 .2Iv�f+�ir cC*.M•r ft Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement sensitivity and therefore a Stage IAIIB is required, unless significant ground disturbance is documented to the satisfaction of the OPREP. Any mitigation which may be needed shall be identified. 6.0 Other Required Sections In addition to the key resources identified in the Positive Declaration, SEQRA identifies other required sections for a complete DEIS as included in 6NYCRR Part 617.9 (b)(3). Mitigation measures shall be included with respect to each key impact area as noted in Section 5.0. Alternatives to be studied are identified in Section 7.0. The following Other Required Sections and evaluations shall be provided in the DEIS. • Construction Impacts (Describe the impacts related to construction demolition, construction, dredge operations, dredge spoil disposal, noise, dust, erosion and sedimentation, area receptors, applicable nuisance regulations, applicable agency oversight and safeguards, phasing of the project, staging areas, parking areas, operation areas, duration,hours, and related mitigation measures to reduce construction impacts). • Cumulative Impacts (Describe other pending or approved projects in vicinity (East Marion), determine potential for impacts due to implementation of proposed project in combination with others and discuss/analyze impacts). • Adverse Impacts That Cannot Be Avoided (Provide brief listing of those adverse environmental impacts described/discussed previously which are anticipated to occur, which cannot be completely mitigated). • Irreversible and Irretrievable Commitment of Resources (Provide brief discussion of those natural and human resources which will be committed to and/or consumed by the proposed project). • Growth-Inducing Aspects (Provide brief discussion of those aspects of the proposed project which will or may trigger or contribute to future growth in the area). 7.0 Alternatives to be Studied SEQRA requires a description and evaluation of the range of reasonable alternatives to the action that are feasible, considering the objectives and capabilities of the project sponsor. As noted in SEQRA, "The description and evaluation of each alternative shall be at a level of detail sufficient to permit a comparative assessment of the alternatives discussed". The following alternatives and methods of evaluation are anticipated: • No Action Alternative-Alternative whereby the site remains in its current condition). • Potential Acquisition of the site. • Alternative Design(s) - Design(s) which incorporate(s) features or combinations of features to provide the following reduced impact alternatives: ➢ Alternative which conforms to LWRP. ➢ Alternative design to conform to a 75 foot impervious/structure setback from current location of wetlands and placement of the rock revetment above mean high water. +� ! LL� Page 20 x.R,.uwna.rcrrsi,.vo Gaia Holistic Circle Preliminary Draft Scope for the Draft Environmental Impact Statement Y Alternative parking layout to provide convenience to proposed use areas and reduce impact to neighboring residential properties(more interspersed parking). ➢ Conversely, consider an alternative to centralize parking and provide internal operations to provide access to user access to site uses in order to better locate and buffer parking and reduce off-site impacts. ➢ Alternative design to reduce impervious surface area (particularly the pool patio area) to increase indigenous landscaping and reduce stormwater, groundwater and wetlands impacts. ➢ Alternative to remove separate cottages near east property line. ➢ Alternative with reduced building mass of the large building to reduce visual impact. Reduction in site lighting design to reduce perimeter lighting, impact to Town roads and adjacent properties. ➢ Alternative building locations to ensure FEMA compliance with less use of fill. ➢ Alternative dumpster locations to reduce impact on neighboring properties. ➢ Alternative driveway configuration to consolidate two driveways into one located farther north from the Cleaves Point Condominiums. ➢ Alternative south end driveway location to avoid conflicts with public access to the road end. Consideration for the use of the Gillette Drive driveway for alternate access in addition to employee access to distribute vehicle trips. Consideration for the use of the Gillette Drive driveway for emergency access only. Consideration for use of the combination of Shipyard Lane and Gillette Drive as a separate ingress and egress from the site. Removal of entire length of bulkhead extending seaward of upland property. Attachments Useful in Document Preparation • Town Engineer Review Letter of August 25, 2006 • Town LWRP Coordinator Review Letter of October 25,2006 • Department of State Review Letter of October 17, 2006 Comments.Issues and Scope Items Deemed Not Relevant • Increase in sea level due to global warming. • Eminent domain issue. This document is intended to fulfill the lead agency requirements for issuance of a Final Scope in accordance with SEQRA Part 617.8. The document assists the lead agency in evaluating the DEIS for content and adequacy for public review and assists the applicant in understanding the extent and quality of information needed to evaluate the proposed project and allow the lead agency and involved agencies to obtain the information necessary to reach an informed decision on the project. � u� Page 21 4 1 ' AVAILABILITY OF PUBLIC NOTICE US Army Corps of Engineers In replying refer to: New York District Jacob K.Javits Federal Building Public Notice Number: NAN-2013-01475—EYA New York,N Y 10278-0090 Issue Date: 12 August 2013 ATTN: RegulatoryBranch Expiration Date: 12 September 2013 To Whom It May Concern: The New York District,Corps of Engineers has received an application for a Department of the Army permit pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) and Section 404 of the Clean Water Act(33 U.S.C. 1344). APPLICANT: Oki-Do Ltd. Attn: Dr. Kazuko Tatsumura Hillyer, President 2835 Shipyard Lane East Marion, NY 11939 ACTIVITY: Dredging with 10 year maintenance, bulkhead replacement, rock revetment construction and new dock construction WATERWAY: . G;Efrdinefs Bay _ LOCATION: East Marion,Town of Southold,Suffolk County;New York TheAetailed-Public Notice has been published on the New York District, USACE website at: http://www.nan.usace.army.millMissions/Regulatory/Re.gulatoryPublicNotices/tabid/4` 166/Adicle/494093/nan-2013- 01475-eya.aspx . A copy of this public notice may also be obtained by calling Mr. Jun Yan Project Manager, at 917-790-8092; by email atlun.yan anusace.armv.mil;or by writing to: U.S.Army Corps of Engineers, New York District,Attn: Regulatory Branch, Jacob K.Javits Federal Building, New York, NY 10278-0090. Interested parties are requested to express their views,in writing, by following instructions provided in the public notice. Its r: Jodi M. McDonald Chief, Regulatory`Branch in E V L j AUG 2 0 2014 ' Southold Town Board of Trustees f i S1 ......... nniu. W' �aifiwx�s,•t�R "m,n.d�q ""•T.LJ.yu."� �. - �-`_— __ � _.__.�____ - � Mn}y,,Ee.......-.y,•yg1M r��.Vd.i,[jyyN .JTZ � _-.. _ - ' ��P�p�,S POSE PRIVATE USE$300 U.S.OFFICIAL MAIL Q PENALTY FOR ` CENAN-OP-R � ads �® DEPARTMENT OF THE ARMY ° E„ U.S.ARMY ENGINEER DISTRICT,NEW YORK Es JACOB K.JAVITS FEDERAL BUILDING 02 IP $ ®@ 048® NEW YORK,N.Y. 10278-0090 4 000112F046 ALIG`1 4 2014 MAILED FROM ZIP CODER 0278 OFFICIAL BUSINESS PENALTY FOR PRIVATE USE - irk t Town of Southold k "Please post for public view" 53095 Route 25 1 ` Southold, NY 11971 1i M PUBLIC NOTICE E. F E V E 1 US Army Corps AUG 2 5 2014 of Engineers New York District Southold Town Jacob K.Javits Federal Building In replyin_g.re O:___&ardf Tn . p New York,N.Y. 10278-0090 Public Notice Number: NAN-z04t ATTN: Regulatory Branch Issue Date:August 12, 2014 Expiration Date: September 12, 2014 To Whom It May Concern: The New York District, Corps of Engineers has received an application for a Department of the Army permit pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403), Section 404 of the Clean Water Act(33 U.S.C. 1344). APPLICANT: Oki-Do Ltd. Attn: Dr. Kazuko Tatsumura Hillyer, President 2835 Shipyard Lane East Marion, NY 11939 ACTIVITY: Dredging with 10 year maintenance, bulkhead replacement, rock revetment construction and new dock construction WATERWAY: Gardiner's Bay LOCATION: East Marion, Town of Southold, Suffolk County, New York A detailed description and plans of the applicant's activity are enclosed to assist in your review. The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards,,floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership and, in general, the needs and welfare of the people. The Corps of Engineers is soliciting comments from the public; Federal, state, and local agencies and officials; Indian Tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. PLEASE USE THE 18-CHARACTER FILE NUMBER ON ALL CORRESPONDENCE CENAN-OP-RE PUBLIC NOTICE NO. NAN-2013-01475-EYA ALL COMMENTS REGARDING THE PERMIT APPLICATION MUST BE PREPARED IN WRITING AND MAILED TO REACH THIS OFFICE BEFORE THE EXPIRATION DATE OF THIS NOTICE, otherwise, it will be presumed that there are no objections to the activity. Comments provided will become a part of the public record for this action. Any person may request, in writing, before this public notice expires, that a public hearing be held to collect information necessary to consider this application. Requests for public hearings shall state, with particularity, the reasons why a public hearing should be held. It should be noted that information submitted by mail is considered just as carefully in the permit decision process and bears the same weight as that furnished at a public hearing. Our preliminary determination is that the activity for which authorization is sought herein is not likely to affect any Federally endangered or threatened species or their critical habitat. However, pursuant to Section 7 of the Endangered Species Act (16 U.S.C. 1531), the District Engineer is consulting with the appropriate Federal agency to determine the presence of and potential impacts to listed species in the project area or their critical habitat. The Magnuson-Stevens Fishery Conservation and Management Act, as amended by the Sustainable Fisheries Act (Public Law 104-267), requires all Federal agencies to consult with the National Oceanic and Atmospheric Administration Fisheries Service (NOAA/FS) on all actions, or proposed actions, permitted, funded, or undertaken by the agency, that may adversely affect Essential Fish Habitat (EFH). The proposed work, fully described in the attached work description, could cause the disruption of habitat for various lifestages of some EFH-designated species as a result of a temporary increase in turbidity during construction. However, the New York District has made the preliminary determination that the site-specific adverse effects are not likely to be substantial because it is expected that fish populations would avoid the small area of disturbance. Further consultation with NOAA/FS regarding EFH impacts and conservation recommendations is being conducted and will be concluded prior to the final decision. Based upon a review of the latest published version of the National Register of Historic Places, there are no known sites eligible for, or included in, the Register within the permit area. Presently unknown archeological, scientific, prehistorical, or historical data may be lost by work accomplished under the required permit. Reviews of activities pursuant to Section 404 of the Clean Water Act will include application of the guidelines promulgated by the Administrator, U.S. Environmental Protection Agency, under authority of Section 404 (b) of the Clean Water Act and the applicant will obtain a water quality certificate or waiver from the appropriate state agency in accordance with Section 401 of the Clean Water Act prior to a permit decision. Pursuant to Section 307 (c) of the Coastal Zone Management Act of 1972 as amended [16 U.S.C. 1456 (c)], for activities under consideration that are located within the coastal zone of a state which has a federally approved coastal zone management program, the applicant has certified in the permit application that the activity complies with, and will be conducted in a manner that is consistent with, the approved state coastal zone management program. By this public notice, we are requesting the state's concurrence with, objection to, or waiver of the applicant's certification. No permit decision will be made until one of these actions occurs. For activities within the coastal zone of New York State, the applicant's certification and accompanying information is available from the Consistency Coordinator, New York State Department of State, Division of Coastal Resources and Waterfront Revitalization, Coastal Zone Management Program, One Commerce Plaza, 99 Washington Avenue, Albany, New York 12231, Telephone (518) 474-6000. Comments 2 CENAN-OP-RE PUBLIC NOTICE NO. NAN-2013-01475-EYA regarding the applicant's certification, and copies of any letters to this office commenting upon this proposal, should be so addressed. In addition to any required water quality certificate and coastal zone management program concurrence, the applicant has obtained or requested the following governmental authorization for the activity under consideration: • New York State Department of Environmental Conservation In order for us to better serve you, please complete our Customer Service Survey located at: http://www.nan.usace.army.mii/Missions/Regulatory/CustomerSurvey.aspx It is requested that you communicate the foregoing information concerning the activity to any persons known by you to be interested and who did not receive a copy of this notice. If you have any questions concerning this application, you may contact this office at (917) 790-8092 and ask for Jun Yan. For more information on New York District Corps of Engineers programs, visit our website at http://www.nan,usace.army.mil 4 . Cil Jodi M. McDonald Chief, Regulatory Branch Enclosures 3 CENAN-OP-RE PUBLIC NOTICE NO. NAN-2013-01475-EYA WORK DESCRIPTION The applicant, Oki-Do Ltd., has requested Department of the Army authorization for dredging with 10 year maintenance, bulkhead replacement, rock revetment construction and new dock construction in Gardiner's Bay, in East Marion, Town of Southold, Suffolk County, New York. The work would involve the replacement of 1323 linear feet of existing bulkhead, of which 305 linear feet of bulkhead along Gardiner's Bay would be constructed in place and landward of the existing bulkhead; 85 linear feet near the boat channel would be constructed seaward of the existing bulkhead, above mean high water. The remainder of the bulkhead in the boat basin and along the channel would be replaced in place. Install 505 linear feet of rock revetment along the Gardiners Bay portion of the bulkhead. Dredge via clamshell bucket the boat channel to a depth of approximately 5 feet below the plane of the Mean Low Water line removing approximately 4,022 cubic yards of dredged material. The dredged materials would be temporarily stored in two (2) dewatering areas on site. After dewatering, the dredged materials will be place in several upland settling lagoons on the project site. Three (3) additional dredging events are anticipated within the next 10-year period in order to maintain navigable conditions within the channel. Each dredging event will remove approximately 1,000 cubic yards of dredged material from the boat channel to be deposited at NYSDEC approved upland locations. Replace three (3) existing jetties with respective length of 61 linear feet, 106 linear feet, and 19 linear feet, the portions of the existing jetties below mean low water will be abandoned. Within the boat basin, remove the existing dock and install a new 8-foot wide by 132-foot long floating dock. The applicant has stated that they have avoided, minimized, and mitigated for impacts proposed to the maximum extent practicable by limiting construction to the smallest area practicable and utilizing existing structures. As part of the channel dredging, the project will allow more water into the boat basin and restore approximately 5,806 square feet of inter-tidal wetland along the banks of the boat basin. The applicant will plant smooth cord grass within the inter-tidal wetlands. The stated purpose of this project is to provide safe access to the waterways, shoreline stabilization and safe mooring for recreational use. CE VE9 F_ AUG 2 5 2014 5authold Tann 4 •� .� '" ' �, _ -� , rte. 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LOCATIONS A V loz `J L [ 9 t �Rp? l /rl �\�� •ov..c.uo �;�l SILT I ENDN�G AND/OR ND/OR STR�DA,L/5 '1 •� �"`� `t„•. �' p, Cal TO H_4 STALL-W AND MAI)4TAIMb - (`. \ IA{ON&TFC DOWN-SLOPE/OF`THE " 1 I I , ...... yy PROJECT AREA LIMITS,AS OW NECESSARY J ° _7yy 9'tt 1 zrJ 4 c.ruc �,' / KSStlMEDT ?�. � `y YAIAT' l.M7E '�yGU� CH cj rmJ.,nr Neo ' ae•opeee`O•e ^� VEGETA,�D WITH LOW MARSH a••w.. •o° CORDbRA55(S I(na cm ra] 1• ` 7 nrmDmar w+cx VOLUr•>E TO HE ,�•n 1Mr IiIE 1� �♦� � t',' �' i6 BOATG WVmom iSL .af,� o oo. .e /�H(CSEWE7I.MD PLANIINb PLAN �y4� ,I E; wt urnorwNDc /)/ ` VOLUME TO HE (APPROX.4.09 GYJ 1,� f �"v`t ^" �I i T'JAL P4UNDAR'I' M R7 0•obl orwnw ENGAVATED AND r�a a e��L oo• \ nY p^ nY ° r •nv ' I r ^, -p,t`'DF11 TED 61QY DAVID J` n D•*CKFILLED .'`y t �,,,,, ,�I "I yoeA HY YOIR ySN tlPf G rf3• 90 V (APPROX.9OO G.YJ _ 9 •.av `e ivu _ ✓f ON^ �; I ••'. SF r° n -'r` .. r :4�(Ve\°jai: °a SECTION A-A TYPICAL TIMBER BULKHEAD `� �Q,� ea` "♦ / a / m�� oF�10 � ^D : .✓v /�/efi'" ! 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N!'A WLKNEAD AND I •,• 4 F 5ECTION-BULKHEAD AND ROCK REVPTMENT PROTECIllyr °•e••e••.e�e _ i t .� 1I �/" O•Y DRED5ED CHAtRDIEL ,•`,� (A.ZIIA-21,505OH SP.Y-4.0224p22 GPS ��``•��`J PROTECTIVE ARMORNEAT S L ro ce c.ewra PgOTEOnIOYrI �` �y re�yr-'� 1�'�• O`;•a►�� (AREA-31AO SPJ en, I ]i�O�G JY rAenNb r�`d7�a' �, • •rR C'\t�1J • .�:' ,('``h`N:I 1 grvn:l ED J9 PER TENMR xromavvov uwrrn DETAILED FLANo � r ~w�IIA—�/-•J74A l�`7J2��No1� " _ e■ SECTION B^ B CHANNEL b v ro b oe no ^c♦er.bmea xeo �.3 — y ` L � Q -WRSGL P TM.NGv.pwryv n(�L NDb IAOM JI v OWIe.I•.i0' eaamiNeo 6tlW T•a.f1M I4 DVf�fllT.Itr • ( •CNC ne'e.W�TION•J:YN Np.IOM D 1'110l1lWSnNb 5 \�./^S � wGO.Y 9�DDRVLY PR•PNCD DY Y0.ND.YCWD(A1 2 � • A i Qb. .b -W•vPa 34 SJU hepu.�w1SCll 2835 Shipyard Lone, J�T�1Lh+•SJ pe �' / OJJir• +�dMbP.r MYooC .o+sere oWJ4 C �Sutlolk Goimh),NoN Ye Id ` _ r• •>a..•.�M��^• ��M_ _ ,- 1?'..^ 41 8ulkl+oad.Ravctmont and Drodging Plan -2 ` •°_......._r..............�..........-. ,.�t..._-'_`��`.�='r_.......�...il••�..._.._—..,.-_.__.._._.....-_—�_..._..._.........._�.-_._•__•_„� .....��..._._."....-...,...- �_..____-.... _.. .._,._.�_..� ....__�_v._..___....__•__.......___........._...-..-" .•.._...�._..'cr".,.Y'°°v-_.._..w�-.'°•��..._.'.J-..,_._.,._.rte_..�.......-,.�_ .__.._._. r_. 1 t , \ *slew ur.CeT -- -- - - o•.v It St IT,—,0pJg p aV w<m%rr�ovm rm•.� c.Pas �o•w�xu nmol ployrnoS O4f 11 GILT rpCE {7IOlf]] `i \ ///---a ab 4 NlM v.•GWeR r�T�� aMe'DOG N`OL GaTIM A1Cw 1 I''''� V L �: t / e o-.o aa•LeLT` I 1 - wm • �; `` 9•C11T aTfwaNA.{ahN .i✓r. . - � / N.•an•Clcv,cLT,+AC. SECTION-DREDGE SPOIL DRYING AREA t � e••unaa J xr�x.ev xm � •u emerowl+ t `1� �� , e..u•ac.4.a.N CND VIi1.4 t r.ne r4o 10.0 X aN PILL 1c "{14#�=LBM'G•x ➢p \ ww ' ARM I t �>a r: �� ` wrorx`raALLi � �� U INxo•xa•m•Iws I'eM Roc � 0. 6 t0 DETAIL- TYPICAL BULKHEAD PLAN VIFA A VR. F le'X O•xa•OOTTOM 1v1L r x e•%e•alncc - rot re R4D - rm arcKas Puznwnw _ . I q,re•x e•otcrx ._ e ' -.,_• _ PLAN DETAIL SGA4PH JOINT Atie•nas - - - _- �• [LNC : -- P4L rie•wvctwp_ a1D••ldrWW.'..aT IC ABO�ICl0.lIA% •x6•X D•mtr Ot JC. ::.•• Ic ex:a'rns - ON•L•C uc6T++ �_m• —ICL 0..040 6b'OG/Inx OIc• a r4tT�[I4x IrooT �----�• - WSmb 04DC Nfmo)— pN•a TMOI DaL W rPmNx.Rwoe 6.9b • IXIr tMO MT -nY10{_ Ce rllE 6•.e• ay�a• rao•occpve j � - xwr.recta avav w.+.uo 4 �• 0 0 m v.•ooLTe ,e. 0 9 t � - 9•ee' ryc•ep !'1 ` rat Trc%oa -ncal e.•Lx \ .gar» r..•mTxore.w I •I __ z zij.a oCLrw P4L'llaM eTvwiO.N a�rDt10 'Jl1.OOLTa ��f•p� I � I b•xP•xe•� _ ({ • TIC R4a - . OOOSTIb a04CtWe VMr b'x a•x ID•ro o rxe•xe• - enr a4ex V ELLYATION DETAIL -TIMBER JETTY ELEVATION-TYPICAL TIMBER BULKHEAb. DETAIL-TIMBER FLOAT AND GANGWAY APP0. Nreotc y ,� i '• NO 0VPOAB PLAIE(IL� ` PIAWP NOL'��='Y-�•� Iy ��r .. y an cb, t.wN o•R..bbm - .t1 ___ _ .. ._ Ta.Ng M1cpn-.ei Je.oy a1..Ue ( ,{ // x.. �aea. e.p.xnoCOeonnw�cuUA 2835 Shipyard Lane ' A�•D. h{�iih+•s, a �' �.! ` y ow...s•aocLaan.dAl,a..P C e `I I ` ai C I r , �s re"k io°tq rsre*Id F 9uikhoad.Rvvotran:and Drodging Dotetla C-3 ti I F STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A. PERALES GOVERNOR ALBANY, NY 12231-0001 SECRETARY OF STATE March 25, 2014 Mr. David Kennedy VHB Engineering q_ 2150 Joshua's Path, Suite 300 Hauppauge,NY 11788 RE: F-2013-0873 U.S. Army Corps of Engineers/New York District Permit Application- Oki-Do Ltd. c/o Dr.Kazuko Tatsumura Milyer,President-In-kind replacement of 1,323±linear �n ;� feet of bulkheading located along the Gardiners Bay �`' shoreline and an existing marina basin. Recovery dredging of—900 cy for backfill at this location. Installation of a 455±-linear foot rock revetment seaward of the bulkhead. l JAN 2 0 2016 Recovery dredging of—600 cy for backfill at this location. � In-kind replacement of 186±linear feet of timber jetties. Southold Tov:li Removal of an existing fixed boat dock and installation of a Board of Trustees 132^linear foot floating dock within the marina basin. Dredging of 4,022±cubic yards of sediment from the existing marina basin boat channel,with—300 cy used as backfill and the remainder dewatered and placed upland. Planting of Spartina alternaflora along the eastern shoreline within the boat basin. Gardiners Bay, Town of Southold, Suffolk County. General Concurrence-Proposal Modified To Be Consistent Dear Mr.David Kennedy: The Department of State received your modified proposal on March 21,2014 for the above referenced project. The modified proposal involves the following: the size of the proposed revetment has been reduced to 3,640 sf and now consists of a row of two toe-armor stones to be installed along the base of the bulkhead. The proposed base layer of blanket stones and upper layer of capping stones have been reduced proportionately as shown on the project plans dated last revised 02/12/2014. The Department of State has determined that this proposed activity,which has been modified to be consistent with the New York Coastal Management Program, meets the Department's general consistency concurrence criteria. Therefore, further review of the proposed activity by the Department of State, and Department's concurrence with an individual consistency certification, are not required. This General Concurrence is without prejudice to and does not obviate the need to obtain all other applicable WWW DOS NY GOV E-MAIL.INFO@DOS NY.GOV F-2013-0873 GCM OKI-Do,LLC p.2 licenses,permits, other forms of authorization or approval that may be required pursuant to existing State statutes. Specifically, it appears that you may require authorization from the New York State Department of Environmental Conservation(DEC). Please contact the DEC Region 1 office to-determine if their authorization is required. When communicating with us regarding this matter,please contact Jennifer Street at(518)474-6000(e-mail: Jennifer.Street@dos.ny.gov)and refer to our file#F-2013-0873. Sincerely, Jeffrey Zappieri Supervisor, Consistency Review Unit Division of Coastal Resources JZ/j is cc: COE/New York District—Jun Yan(NAN-2013-01475-EYA) DEC/Region 1 —Kendall P.Klett(1-4738-00728/00012) L= i• JAN 2 0 2016 Soa)old Town Board-ofTrustees I - DEPARTMENT OF THE ARMY AUG 2 5 205 NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING 26 FEDERAL PLAZA ., NEW YORK,NEW YORK 10278.0090 Regulatory Branch D E C Q V E fl Subject: Permit Number NAN-2013-01475 1 by Oki-Do Ltd. JAN 2 0 2016 I Oki-Do Ltd. Southold loom Attn: Dr. Kazuko Tatsumura Hillyer, President TrusteesRoad of 20 West 64th Street, Suite 24E New York, NY 10023 Dear Dr, Kazuko Tatsumura Hillyer: Enclosed is a Department of the Army permit for your work. You are required to submit to this office the dates of commencement and completion of your work. Enclosed are two forms for you to use to submit the required dates. If for any reason, a change in your plans or construction methods is found necessary, please contact us immediately to discuss modification of your permit. Any changes must be approved before they are undertaken. In order for us to better serve you, please complete our Customer Service Survey located at: http://www,nari.usace.army.mil/Missions/Regulatory/CustomerSurvey.aspx Sincerely, J Jodi M. McDonald Chief, Regulatory Branch Enclosures PLEASE USE THE ABOVE 18-CHARACTER FILE NUMBER ON ALL CORRESPONDENCE WITH THIS OFFICE DEPARTMENT OF THE ARMY E t-� V NEW YORK DISTRICT,CORPS OF ENGINEERS �� k� JACOB K.JAVITS FEDERAL BUILDING 26 FEDERAL PLAZA , NEW YORK,NEW YORK 10278.0090 1 JAN 2 0 2016 CENAN-OP-R Southoid Town Boad f Trustees IMPORTANT This letter must be completed and mailed to the Regulatory Branch at the above address prior to commencement of any work authorized under the permit. Permittee: Oki-Do Ltd. Permit No. NAN-2013-01476 UG Date Permit Issued: AUG 2 5 2015 Expiration Date: 2 5, 2 0 2 5 Waterway: Gardiners Bay City&State:East Marion.Town of Southold. Suffolk County New York Work will commence on or about: Name, Address &Telephone Number of Contractor: Signature of Permittee Date Fold this form into thirds,with the bottom third facing outward. Tape it together and mail to the address below or FAX to(212) 264-4260. Place Stamp Here Department of the Army New York District Corps of Engineers Jacob K, Javits Federal Building 26 Federal Plaza, Room 1937 ATTN: CENAN-OP-R New York, New York 10278-0090 DEPARTMENT OF THE ARMY NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING 51 r' 26 FEDERAL PLAZA NEW YORK,NEW YORK 10278-0080 CENAN-OP-R IMPORTANT This letter must be completed and mailed to the Regulatory Branch at the above address fallowing completion or cancellation of work authorized under the permit. Permittee: Oki-Do Ltd. Permit No. NAN-2013-01475 Date Permit Issued: AUG 2 5 2015 Expiration Date:AUG 2 5,2 0 2 5 Waterway: Gardiners Bay City& State: East Marion. Town of Southold, Suffolk County New York0 Check and complete applicable items) listed below: I Work was completed on JAN 2 0 2016 Work will not be performed on the project. i Deviation from work authorized in permit Is explained below. Other(explain) Swihuld lu^�II For dredging projects, list the volume of material dredged, and the BoaW of Trustees amount placed at each disposal location (if more than one). cubic yards placed at cubic yards placed at cubic yards placed at Signature of Permittee Date Fold this form into thirds, with the bottom third facing outward. Tape it together and mail to the address below or FAX to (212)2644260. Place Stamp Here Department of the Army New York Distrlct Corps of Engineers Jacob K. Javits Federal Building 26 Federal Plaza, Room 1937 ATTN: CENAN-OP-R New York, New York 10278-0090 DEPARTMENT OF THE ARMY PERMIT Permittee: Oki-Do Ltd. Attn: Dr. Kazuko Tatsumura Hillyer, President D E C E I " E 2835 Shipyard Lane t ----- #� East Marion, NY 11939 I= (212) 799-9711 JAN 2 0 2016 LL!_Permit Number: NAN-2013=01475-EYA soufP�cld To>rvn B a f Tru e Permit Date: AUG 2 5 2015 Issuing Office: U.S. Army Corps of Engineers, New York District NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: Installation of 1,323 linear feet of new bulkhead to replace the existing dilapidated bulkhead and placement of 505 linear feet of rock revetment protection along the bulkhead fronting Gardiner's Bay. Replace three (3) existing timber jetties with respective lengths of 61 linear feet, 106 linear feet, and 19 linear feet. Within the boat basin, remove the existing dock and install a new 8-foot wide by 70-foot long floating dock. Dredging, with ten-years maintenance, approximately 4,022 cubic yards of material from a 21,303 square foot area in the boat channel via clamshell bucket, to a depth of 5 feet below the plane of the Mean Low Water. All- resultant dredged materials would be temporarily stored in two (2) dewatering areas on site. After dewatering, the dredged materials will be placed as backfill behind the new bulkhead and in upland areas on the project site. Three (3) additional dredging events are anticipated within the next 10-year period in order to maintain navigable conditions within the channel. Each dredging event will remove approximately 1,000 cubic yards of dredged material from the boat channel with placement at State-Approved upland locations. All work shall be performed in accordance with the attached, dated permit drawings and Special Conditions (A) through (D), and the New York State Department of Environmental Conservation Permit No. 1-4738-00728/00014, incorporating the Section 401 Water Quality Certificate, which are hereby made a part of this permit. ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325(Appendix A)) 1145-2-303b(Gardiners Bay/Oki-Do Ltd./dredging and install bulkhead and pier) PERMITTEE: Oki-Do Ltd. PERMIT NO.:NAN-2013-01475 ' � JAN 2 0 2016 1 Southold Tbwn B f Tr e Project Location: IN: Gardiners Bay AT: East Marion, Town of Southold, Suffolk County, New York. Permit Conditions: General Conditions: 1. The A 02 dl , for completing the construction work authorized ends on Ub [l1i . The time limit for completing the maintenance dredging work ends on AUR 2 5,2 0 2 5 . If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places: 4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325(dppendix.4)) 2 n r [ AUG 2 5 2015 PERMITTEE: Oki-Do Ltd. �-- PERMIT NO.:NAN-2013.01475 ! JAN 2 0 2016 0 Southoid Torn Special Conditions: Board fTrustees (A)The permittee shall not conduct any dredging work from January 15 to May 31 of any calendar year. 4 (13)The permittee shall utilize turbidity curtains around the dredging area to ensure turbidity is minimized in the water. (C)The permittee shall ensure that no construction debris enters the waterway. (D)The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of"the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice form the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:' ( X ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S. Code 403). ( X) Section 404 of the Clean Water Act(33 U.S. Code 1344). ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization: a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal project. 3. Limits of Federal Liability: In issuing this permit, the Federal Government does not assume ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325(Appendix A)) 3 i t PERMITTEE: Oki-Do Ltd. , E_:`; C-i V E G 2 5 2015 PERMIT NO.:NAN-2013-01475 JAN 202016 'I Southold Town ' any liability for the following: Board frru e a. Damages to the permitted ,project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not1imited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (See 4 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the.cost. 6. Extensions: General Condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325(Appendix A)) 4 LlAUG 2 5 2015 PERMITTEE: Oki-Do Ltd. _; DDI PERMIT NO.:NAN-2013-01475 JAN 2 0 2016 1 Sod"hoid Town B La L f TO a le_e normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. (P TTEE) '(DATE) Oki-Do, Ltd. This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below. AUG 2 5 2015 i� (DATE) For and In-behalf of David A. Caldwell Colonel, US Army Commander When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. A copy of the permit signed by the transferee should be sent to this office. (TRANSFEREE) (DATE) ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. 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Adams, pe, PILO Pa Bar M S.taukoR BY 11753 JOB NO.2012-OD14 BSf-771-86Rf ,DWG. 2012-0014-i bJtd,dwg DATE FEB,20,201G SKEET 1 OF 12 ' • I NAN-2013-01475—EYA ; I / I r�� j • TOTAL PROJECT AREA=5.4 ACRES / / i �� • TOTAL LENGTH OF NEW BULKHEAD= 1,323' II �tiL/ moi' / TOTAL LENG1FI OF NEW JETTY=1110' TOTAL V11111H OF NEW ROCK REVETMENT=605' TOTAL AREA OF NEW ROCK REVETMENT-3,640 S.F. TOTAL AREA OF DREDC110-21,603 S.F. ON-on ItfiHIN 1}E} 11 TOTAL VOLUME OF DREDGE MATERIAL(CHANNEL)-4,022 C.Y. �� - i • TOTAL VOLUME OF MATERIAL TO BE EXCAVATED AND RETURNED TO BEHIND BULKHEAD-90D OX& rT/ / • TOTAL VOLUME OF MATERIAL TO BE EXCAVATED FOR INSTALLATION OF ROCK REVETMENT,THEN BACKFILLED BEHIND BULKHEAD=600 O.Y.f Irll• 1 I I A i �� l 1111 i % ==x`.11•/ I ,�� 1., �Or)rQu OVIN9KAT 9TINO HI(m KA DM� � veTt,atD(apDt DP) A /, '� ••• `, A ! D+'3WTrmD Dl3D00 SmLo TO .n4nu.aa / A i Yr•cannon '..••nn•••" "•••a•.• / BCD$'091TFD)'d'N11NT}B 1..n.n�.. �4{'•••••ACO .. ! 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HIM R(LI02Av AND qtr i DkA14l,b .........y' , I ,/•/I �P�j 1Yi073PDUW0E�. ,} r� •„ j /1 3 k •' �, (A091A000P.V.4AZICJ lo �• *�4- OR(? - .� o. ,s .� � ;:� [�r•s Dry A� ,� -�,ti a�.,I ': dt LAN ,'.0 a�t',�a}• t�.�� JAN 202016 1° • SITE AREA=10.3362 ACRES PLAN BULKHEAD,REVETMENT AND DREDGING PLAN • AT EAST VERTICAL DATUM a N.Q.V.DATUM(LI.S L.1888 FROM GAS) SO Ti} MARION Gjt�1aYaN OVM OF SOUTHOLO BASE INFORMATION SHOWN HEREON IS FROM EXISTING CONDITIONS D LAN COUNTY OF SUFFOLK,STATE OF NEW YORK SURVEY PREPARED BY YOUNG&YOUNG ON MAY 6,2013, RIVERHEAD, NEW YORK 11901 IJ. Adams, pe, pLLc PO Daa:f4 W=ta4 NY 1/733 JOB N0, 2012-0014 B3f-771-9681 DWO. 2012-0014-bIkhd.dw9 DATE: FEB. 20,2015 SHEET 2 OF 12 NAN-2013-01475-EYA f lo'DIA.X 28'PILE 6'-0'OA.WITH 9/4'CHAMFER 2'X12' IB'X61X0' CAP TOP WALE: FINISHED GRADE { Ex19TIN5 6RA0E S'DIA.LAYL065 8'x lo'T46 SHEETING 2'DIA,0 EL-IAO Hm 1,90 COUNTERS INK ALL HARDWARE AT PACE }, OF PILE B'WALI: MLW--1,10 I'DIA.TIE Ron B/4'DIA. TIMEERBOLT W/HEX NUT 0 NYDD WASHtR VOLUME TO BE 8'DIA,MADMAN EXGAVA f1:D AND FILTER BAUGPILLED FADRIC (APPROX. 1100 G.Y) PROPOSED DREDGE DEPTH (b,o)n-6.10 VOLUME TO BE Dt2EDGI;D r120M BOAT CHANNEL (AP�'O�S;gy�22 C--Y) jc��= r'�r_►��1 O x J r,1 � 7, -k fu JAN 2 0 2016 SECTION A—A — TYPICAL TIMBER BULKHE f3 — F•..-r Sd.ltlld,dj Town _ BoaJoHrustoes SITE AREA-18.3382 ACRES DETAILS BULKHEAD.REVEIMENT AND DREDGING PLAN AT EAST MARION VERTICAL DATUM- N.O.V.DATUM(M.S,L.1080 FROM GPs) TOWN OF SOUTHOLD BASE INFORMATION SHOWN HEREON IS FROM MIND CONDITIONS 2835 SHIPYARD LANE COUNTY OF SUFFOLK,STATE OF NEW YORK SURVEY PREPARED BY YOUNG&YOUNG ON MAY 6,2013, RIVERHEAD, NEW YORK 11901 D. Adocma, yae, pLLo PG bras 11 84(aukaR Nr 11783 J08 O 2012_OD14 681-774-35Rf DJ..261,_0014.blhhd.dwg DATE: FEB. 20,2015 I SHEET 3 OF 12 INAN-2013-01475-EYA IroYa ,roll mvA I MUF1210 AT Twoorals TOO 470 .200 -————————————— 14M.-UO (APPROX,600 O.YJ PING IsHL'BD 7— VOL"TO K E!XCAVATW (APPROX.400 0,Y) to To 0 um. E -, E � VE lu im SECTION BULKHEAD AND ROCK REVETMEN h J A N 2 0 2016 Nm c Southold Town ROA[d nfTni4tpp.5 • SITE AREA 18,3382 ACRES DETAILS BULKHEAD,REVETMENT AND DREDGING PLAN T EAST MARION VERTICAL DATUM -N.G.V.DATUM 119811 FROM OPS) TOWN 11 SOUTHOLD BASE INFORMATION SHOWN HEREON IS FROM EXISTING CONDITIONS COUNTY OF SUFFOLK, STATE OF NEW YORK SURVEY PREPARED BY YOUNG&YOUNG ON MAY S.2013. 2835 SHIPYARD LANE RIVERHEAD, NEW YORK 11901 D. Adams, pe, p1la va 11—M s.l.vkQ4 my 11739 JOB NO.2012-0014 DWG. 2012-0014-bikhd-dw0 DATE: FES, 20,2018 SHEET 4 OF 12 l t I ' � t NAN-2013-01475-EYA 1 I TYPICAL LAP ww 6')t 0•x 10•T!6 W&"f111Pi, OR Oh7�R APPf10V!•C Cd)AL O l0'Am0PRC S 6wa0 4 .WT118/4'rFFWA'elc 0.0 LAYLOO J O!4'9U�f ITIW`SffR Co.wrmwlw ALL RNU* M AT rMC OP FILO a'0 x la'DCACMA}I -7oP YU'LC 1'0 71D FOC ltn� 10,,0•T DETAIL - TYPICAL BULKHEAD PLAN VIEW NT5 PLASTIC, LINER 51LT FENCE 4 " Mr=POE 5POIL. DRYING ARCA tr 12' C SECTION - DREDGE 5POIL DRYING AREA NTS r `� I ti �` 'R I ELJ L' I rl 1,.i lil Ir r1f .• •— ' E JAN 2 0 2016 su'Wrlu r . 617E AREA C2 DETAILS BULKHEAD,REVETMENT AND DREDGING PLAN V17111CA DATUM a N.0.V.DATUM M,S,L 1808 FROM OPS AT EAST hIARiSO4JT N � YOM OF SOUTI10L0 BASE INFORMATION SHOWN HEREON IS FROM EXISTING CONDITIONS 2835 SHIPYARD LANE COUNTY OF SUFFOLK,STATE OF NEW YORK SURVEY PREPARED BY YOUNG&YOUNG ON MAY 5,2013. RIVERHEAD, NEW YORK 11901 D. Adama, pe, Allo PO n=/4 84f4ukot AY f17s8 JOB NO.2012_0014 Bal-77A-96sf DWO,2012-OD14-blkhd•dwg DALE: FEB. 20,2015 1 SHEET 6 OF 12 i NAN-2013-01475-EYA t 8"x6" WALE G.I. BOLT 1 EL=VARIES 2"x8"x16' PLANKS STAGGERED IS" ABOVE M5L MAX, M51- EL=0.00 EXI5TING GRADE (VARIES) 12"4x20' PILE O� Nell/j qD rE DETAIL - TIMBER JETTYn JAN 2 0 2016 ` i NTS Sadthuld Tarn fflo ofTru5tees SITE AREA-18,3382 ACRESDETAILS BULKHEAD, REVETMENT AND DREOOINO PLAN AT EAST MARION VERTICAL DATUM a N.G.V.DATUM(M.S.L.1588 FROM OPS) TOWN OF SOUTHOLD BASE INFORMATION SHOWN HEREON IS FROM EXISTINGCONOIHONS 2835 SHIPYARD LANE COUNTY OF SUFFOLK,STATE OF NEW YORK SURVEY PREPARED BY YOUNG&YOUNO ON MAY 5,2013. RIVERHEAD, NEW YORK 11901 D. Ada?-n&, pe, p1to Po Bar 14 8.laukof,NP 11733 JOB N0. 2012_001+ 031-774-8521 DWO,2012 0014-hlkdd dwg DATE. FEB, 20,2010 SHEET 7 OF 12 NAN-2013-01475-EYA l r 4'X 61 H 6•dJfT GLoc4c 10`0 X 26'PILE 6'-O`OA,MTH 0/4' OIw4TR TOP PILI: ---- L'1.9,00 HEX W"6/4.0 T WjER DOLT YU AHD FLAT la,X6'X6•TOP vtvs ® ® ____ F1•DAO 'X 6 X B 6LOGK rola TE Roe 4'>'lEIHATGH IaoY EL•IDo IDI X 6`X 6•�� D/IC(IrCAD�MAT —- - I�91.M.-C.0 •I'0 T0.1 E ROD 0 =7— -[ET I- 1939 EL-1.10I6'X W X 10'T46 DHMnIIb 4'X 6'X8' MT'eLocfc ELEVATION — TYPICAL TIMBER BULKHEAD NTS OF nD EC E IIE k JAN 202016 I' l ,��'�•�,+gin--I-�g�� r rf;<- Southold lbwn SITE AREA o 18.3382 ACRES DETAILS BULKHEAD,REVETMENT ANO DREDGING PLAN AT EAST MARION VERTICAL DATUM o N.O.V.DATUM(M.S.L 1088 FROM CPS) TOWN OF SOUTHOLD � BASE INFORMATION SHHEREON IS FRW1 EXISnNO CONDITIONS 2835 SHIPYARD LANE COUNTY OF SUFFOLK, STATE OF NEW YORK SURVEY PREPARED BY YOUNUN G&YOUND ON MAY 5.2013. RIVERHEAD, NEW YORK 11901 D. AaLcrms, pe, ptle PO D-H S•fauk•f NY ff799 J08 N0.2012_0014 e9f-774-8521 OI 2012-0014J�IAhd.dw0 DATE; FED. 20,2015 SREET a OF 12 I NAN-2013-01475-EYA 10" 4)X 2WPILE 3/4 N TIMBER BOLT W/HEX HEAD ANP FIAT YVASHER COUNTERSINK ALL HARDWARE ,r® AT FACE OF PILE 18'X6"Xe"TOP WALE 1'0TIE KOA 18'X 6"X 8"BOTTOM WALE 1'X 6" X 8"BLOCK FOR TIE ROD PENETRATION 4'X 6"X e"BLOCK r 1'� � �(f?� 111�� Lam+ LI' `L-a tl �41 4m �J�`��• 'il fey, h I DETAIL — SOARPH JOINT 11' JAN 2 0 2016 NTS =s .6, fit cam(=�cl 1C1 Southold Town Boarustees • SITE AREA=15.3302 ACRES DETAILS BULKH EASEA MARIOPLAN AND DREDGING PU • VERTICAL DATUM m M.G.V.DATUM(11 S.L 1955 FROM CPS) TOWN OF SOUTHOLD BASE INFORMATION SHOWN HEREON IS FROM EXISTING CDNDNIDNS 2835 SHIPYARD LANE COUNTY OF SUFFOLK, STATE OF NEW YORK SURVEY PREPARED BY YOUNG,&YOUNG ON MAY 6, W. RIVERHEAD, NEW YORI< 11901 D. Adm"-La, pe, pLLo PO Oar/4 B,Pauk,f.NY 1/793 JOB NO.2012_0014 891-77J�6a1 DWG. 2012-0014-bIHhd.AWg DATE: FEB.20,2015 1 SHEET 9 OF 12 I I NAN-2013-01475-EYA I 2M', 9 4'eRA611Ls PILE 2k4•ILA"MAIL 9/4'L•YL'ooLro 2 •o"ID PJ,CH MOT PINIOIM ORADR' ELI L'L•9R0 IZ'0 PILO Akh•P06T eke' 1x0• .42 o' HhM•190 L2.1lCI RA1T LVCELO .-7k0'CAP �E -' 014'L70LTD O ' eke• Ik4'erACL7rJ FiW•-IAv 7k4•srmo•oM PILE OTRAP gk]Ik10' gig 01,4'L'IOI.Te PILE eTRAI• STYRd oAM [SATB, MIOTIHO 0OMLOINS9 VARY F. ELEVATION DETAIL — TIMBER FLOAT AND GANGWAY NT5 ' / f MCI 1 [ate/I/ I JAN 2 0 2016 Sauth�id TaY�t�t �_-`'•�r��;��j 0 • SITE AREA=18,3382 ACRES DETAILS BULKHEAD.REVETMENT AND DREDGING PLAN AT EAST IAARION • VERTICAL DATUM-N.O.V.DATUM(M.S L 1988 FROM GPS) TOWN OF SOUTHOLD • BASE INFORMATION SHOYM HEREON IS FROM EXISTING CONDITIONS 2835 SHIPYARD LANE COUNTY OF SUFFOLK,STATE OF NEW YORK E: SURVEY PREPARED BY YOUNG YOUNG ON MAY 6,2013, RIVERHEAD, NEW YORK 11901 D. Actoama. pe. pLLc Po Dar N S.(.U"k NY 11799 JOB N0.2012_0014 991-77f�79.7f DWG. 2012_0014 61W:d.dwg DATE: FEB. 20,20115 1 SHEET 10 OF 12 NAN-2013-01475-EYA u u PLA%N DETAIL — TIMBER FLOAT AND GANGWAY NTS DR )r -1 r JAN 2 0 2016 —ld T&A South� -n a f Tru P SITE AREA n 18.33112 ACRES DETAILS BULKHEAD,REVETMENT AND DREDGING PLAN VERVAL DATUM AT EAST MARION BASE INF N.O.V.DATUM(M.S,L t2BB FROM GPS) TOWN OF SOUTHOLD SURVEY PREPARED BY V02,11 HERYE.OUN,l.s.F.FtoMlAAYEx,',s7l,",,G,.rOND'TloNs 2835 SHIPYARD LANE COUNTY OF SUFFOIX,STATE OF NEW YORK RIVERHEAD, NEW YORK MIDI D. Adams, re, p1to PO B—14 Sdaukat Nr if733 d0D H062012-001+ DWG,212-0014—blkiid.dwg DATE: FEB. 20,2015 SHEET 11 OF 12 I NAN-2013-01475-EYA i 124P PILE 2"xl0" DECKING 6"xb" 0 0 S/4" BOLT 6"xb" PILE- STRAP I 5X21"xqSTYROFOAM BATS.�r 2"x4" STYROFOAM SUPPORT END VIEW DETAIL - TIMBER FLOAT AND GANGAAY NT5 it '.'1 ^,�JJiI k RDID JAN 202016 Southold Town -6044 ollgotene • SITE AREA-18,3382 ACRESDETAILS BULKHEAD,REVETMENT AND DREDGING PLAN • VERTICAL DATUM.N.G.V.DA111M(M,S.L.1888 PROM OPS) AT EAST MARION TOWN OF SOUINOLO BASE INFORMATION SHOYN HEREON IS FROM EXISTING CONDITIONS 2835 SHIPYARD LANE COUNTY OF SUFFOLK, STATE OF NEW YORK SURVEY PREPARED BY YOUNG&YOUNG ON MAY 5,2013, RIVERHEAD, NEW YORK 11901 IJ. Adarna, pa, pLLo PO Bar 14 8o1a"kaR Mr 11789 JOB N0, 2012_0014 esl-77I�SR1 DWG.2012_.GCSHEET DATE. FEB.20,2015 SHEET 12 OF 12 New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 V Phone: (631)444-0365 Fax: (631)444-0360 - -Website: www.dec.ny.00v Joe Martens Commissioner May 7, 2014 Oki-Do Ltd. C/O Dr. Ka zuko Tatsumura 0 E n 20 West 64 Ste. 24E D New York, NY 10023 DD JAN 202016 f Re: Permit#1-4738-00728/00012 Southold Tav�n Bar fT to Dear Permittee: I' In conformance with the requirements of the State-Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621)we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. This permit must be kept available on the premises of the facility at all times and presented upon request. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Kendall P. Kieft Environmental Analyst cc: file; BOH-TW j' 1; VHB Engineering MAY 1 5 2014 ..S I i J v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00728 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: OKI-DO LTD OKI-DO LTD PROPERTY C/O DR KAZUKO TATSUMURA 2835 SHIPYARD LNISCTM 1000-38-7-7.1 20 WE 64TH STE 24E EAST MARION,NY 11939 NEW YORK,NY 10023 (212) 799-9711 rp G E ��:� � Facility Application Contact: VHB ENGINEERING SURVEYING AND ! JAN 2 0 LANDSCAPE ARCHITECTUR ; 2016 2150 JOSHUA'S PATH STE 300 Sauihoid Ta+ n HAUPPAUGE,NY 11788 g a fTr to (631)234-3444 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: East Marion Facility Principal Reference Point: NYTM-E: 723.2 NYTM-N: 4554.5 Latitude: 41°06'40.1" Longitude: 72°20'30.2" Project Location: 2835 Shipyard Lane Authorized Activity: Remove and replace 1323 linear feet of existing functional and non-functional bulkhead. 305 linear feet of the bulkhead along Gardiner's Bay is to be constructed in place and landward of the existing bulkhead, and 85 linear feet near the channel will be constructed seaward of the existing bulkhead, above mean high water. Place 600 cubic yards of material excavated during the bulkhead construction behind bulkhead as backfill. The remainder of the bulkhead in the boat basin and along the channel is to be replaced in place. 300 cubic yards of dredged material will be placed behind this portion as backfill. Install 505 linear feet of rock revetment along the Gardiners Bay portion of the bulkhead. Dredge boat channel to -5'mean low water placing resultant 4,022 cubic yards of dredged material in(2) dredge spoil drying areas to dewater. 300 cubic yards of this dredge spoil will be used as bulkhead backfill as noted previously,the remainder will be disposed of on site within several inactive settling lagoons. Replace 61', 106', and 19' of the(3) existing jetties, abandoning the portions of the existing jetties below mean low water. Remove existing dock within boat basin and construct new 8'x 132' dock. All work must be completed as shown on plans stamped "NYSDEC Approved" on 5/7/14. Page I of 9 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00728 �1 rp FA, Permit Authorizations JAN 2 0 2016 i Tidal Wetlands -Under Article 25 SeutWid Imn Permit ID 1-473 8-00728/00012 Bar of Tru New Permit Effective Date: 5/6/2014 Expiration Date: 5/5/2019 Excavation&Fill in Navigable Waters -Under Article 15,Title 5 Permit ID 1-4738-00728/00013 New Permit Effective Date: 5/6/2014 Expiration Date: 5/5/2019 Water Quality Certification-Under Section 401 -Clean Water Act Permit ID 1-4738-00728/00014 New Permit Effective Date: 5/6/2014 Expiration Date: 5/5/2019 NYSDEC Approval By acceptance of this permit,the permittee agrees that 7ad gent upon strict compliance with the ECL, all applicable regulations nluded as part of this permit. Permit Administrator:JOHN A W ELA D, (pity Regiorator Address: NYSDEC EGIO DQUAR SUNY STON�' ROOK150 CIR TONY BROOK, 1 90-3409 Authorized Signature: Date&") /707/ 2 Di s ri udon List VHB ENGINEERING SURVEYING AND LANDSCAPE ARCHITECTUR Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; EXCAVATION & FILL IN NAVIGABLE Page 2 of 9 • t NEW YORIC STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00728 WATERS; WATER QUALITY CERTIFICATION 1. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Douglas Edward Adams, last revised 2/12/14. 4. Notice of Maintenance Dredging For maintenance dredging projects, the permittee shall submit a Notice of Commencement prior to each dredging occurrence, specifying the disposal site(including an updated site plan).Upon completion, a Notice of Completion shall be submitted to the address indicated on that notice form, including the amount of material dredged and deposited at the approved disposal site. 5. Filter Fabric Curtain Around Dredging Area A filter fabric(turbidity) curtain weighted across the bottom and suspended at the top by floats shall be positioned to enclose the work site before commencing dredging. The curtain shall remain-in place and in functional condition during all phases of the dredging operations and remain in place for two hours after dredging termination and turbidity inside the curtain no longer exceeds ambient levels. 6. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 7. Dredged Depth Survey Within 30 days of completion of the dredging operatio depth survey of the dredged area shall be submitted to D � �v Regional Habitat-TW p ! L NYSDEC REGION 1 HEADQUARTERS f JAN 2 0 2016 SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 �"-----� SGiliflGli�}OuJfl Attn: Compliance B ar of Tru tee 8. Dredged Materials above AHW All material shall be placed landward of apparent high water. r 9. Dragline Prohibited The use of a dragline for dredging is strictly prohibited. 10. Grade Channel Side Slopes All side slopes of the dredge channel will have a maximum of 1:3 slope. 11. Prohibition Period for Fish, Shellfish,Birds To protect spawning finfish, shellfish and nesting shorebirds, including threatened and/or endangered species,no regulated activities may occur between April 1 and September 30, inclusive, of any calendar year. Page 3 of 9 r l � ' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw FacUity DEC ID 1-4738-00728 r ; �`� 12. Dredge Bucket Operation The bucket shall be lowered to the level o �arge gunwales prior to release of the load. ll ± JAN 2 0 2 2 0 �b�s R 3 13. No Barge Overflow There shall be no barge overflow. 14. Dredge Bucket Operations The bucket shall be lifted in a continuous 4 ", ,deer column and into the barge, disposal site or conveyance vehicle. 15. Leave a Uniform Bottom Elevation All dredging shall be conducted so as to leave a uniform bottom elevation free of mounds or holes. 16. No Side-casting or Temporary Storage Excavated sediment shall be placed directly into the approved disposal/dewatering site or conveyance vehicle. No side-casting(double dipping) or temporary storage of dredged material is authorized. 17. Restrict Spillage, Use Closed Bucket During the dredging operation,the permittee and his contractor shall prevent spillage of sediment during excavation and haulage. Dredging shall be accomplished with a clam shell or other closed bucket equipment. 18. Dredgings to Remain On-Site/Within'Wetland Dredge material approved to remain on-site and/or within the NYSDEC Tidal Wetlands jurisdiction shall be retained so as not to enter any water body,tidal wetlands, or protected buffer areas. Off-site,upland disposal of dredged material beyond NYSDEC Tidal Wetland jurisdiction requires the additional guidance of the Division of Materials Management(631)444-0375 and is not covered by this permit. _ 19. No Structures on Pilings No structures,other than structures specifically authorized by this permit, shall be constructed on pilings without further authorization from the department(permit, modification or amendment). 20. No Permanent Structures on Dock No permanent structures shall be installed on dock/catwalk/float without first obtaining written Department approval(permit,modification, or amendment). 21. No Prop Dredging Prop dredging,for the act of utilizing and/or directing the propeller or propulsion system of a motorized vessel and/or the water-borne forces created by said propeller or propulsion system,to excavate or displace existing bottom sediment and benthic habitat for the direct or indirect purpose of establishing or increasing water depth,is a regulated activity and is not authorized by this permit. Prop dredging is strictly prohibited without further written authorization(permit, modification or amendment) from the department. 22. No Floats,Ramps in Vegetated Tidal Wetlands Floats and ramps may not rest on or be stored in any vegetated tidal wetland. 23. Wood Preservatives a. Pressure treated wood used for construction of in-water structures must have undergone a treatment process approved (stamped or otherwise marked as certified)by the American Wood Preservative Association. b. Wood treated with Pentachlorophenol (PCP)must not be used in wetlands or surface waters. Page 4 of 9 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION LJA — ° � ;1 Facility DEC ID 1-4738-00728 J It 202016 c. The use of creosote treated wood is prohibited both in the water and upland ad. Chromated Copper Arsenate(CCA)pressure treated wood must be clean andee deposits.Wood with surface deposits must be washed for at least 5 minutes under running water prior to use. The washing must occur greater than 100 feet landward of any regulated wetland and/or water body. (Note"E."below for handling wash water.) e. Any wood debris such as sawdust or wash water must not enter any water body, including wetlands or protected buffer areas. 24. No Runoff Over or'Through Bulkhead or into Wetland There shall be no discharge of runoff or other effluent over or through any bulkhead or shoreline stabilization structure or into any tidal wetland or protected buffer area. 25. Excavation for Bulkhead/Structure Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be excavated landward of the structure and retained so as not to enter the waterway,tidal wetland or protected buffer area. 26. No Structures on Bulkhead No permanent structures shall be installed on the authorized bulkhead without first obtaining written department approval(permit,modification, amendment). 27. No Structures on Groin No permanent structures shall be installed on the authorized groin without first obtaining written department approval(permit,modification, amendment). . 28. Extent of Groin The authorized groin shall not extend beyond property lines,interfere with navigation, and/or interfere with other landowners riparian rights. 29. Groin Construction The authorized groin shall not exceed 18" in height over the existing grade of the downdri$beach and shall not extend seaward of apparent low water. 30. Revetment Rock revetment shall consist of natural capstone a minimum of 3-8 tons in size, corestone a minimum of 4-8 tons, underlain with 5-151b.blanket stone in size and the toe shall be installed a minimum of 2 feet below apparent low water or 3 feet below mean sea level and all shall be underlain with filter cloth. 31. New Bulkhead Landward of Existing Structure The new bulkhead shall be constructed landward of the existing structure. The existing sheathing shall not be removed until the landward sheathing is securely in place. Once the new sheathing has been appropriately installed,the old sheathing shall be cut to grade or removed in its entirety. 32. No Equipment below Apparent High Water Equipment operation below(seaward) apparent high water is strictly prohibited. 33. Bulkhead Height The new bulkhead height shall not exceed the height of the adjacent bulkheads. 34. Backfilling All peripheral berms, cofferdams,rock revetments, seawalls, gabions,bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. Page 5 of 9 JAN 2+016 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MEMO 3 � Facility DEC ID 1-4738-00728 ' SoiII1 "'T, B ard of T1 US 35. Grade to Match That Adjacent to Bulkhead All fill must be graded to match the elevation of the land immediately adjacent to the bulkhead. 36. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 37. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 38. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 39. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 40. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 41. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 42. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 43. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which maybe caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 44. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation,or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 6 of 9 L E VE 9 e i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIO Facility DEC ID 1-4738-00728 JAN 2 0 2016 o ` Sauth:,ld Town B ar of Tr tee 45. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 46. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of Page 7 of 9 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00728 applications for permit renewal,modification or transfer are to be submitted to: �,!' '� Regional Permit Administrator ;u NYSDEC REGION 1 HEADQUARTERS rJAN 2 0 2016�11 SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 - �U— �,-;a j r17 d t`TfUS'ng 4. Submission of Renewal Application The permittee must submit a renewal application at leasC- days before permit expiration for the following pen-nit authorizations: Tidal Wetlands, Excavation& Fill in Navigable Waters, Water Quality Certification. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Page 8 of 9 A& Nohow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL,CONSERVATION Facility DEC ID 1-4738-00728 Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the ,riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. D E- 10 �p JAN 2 0 2016 Scutiwid TaWn 8 ar f Tru e Page 9 of 9 QUANTITIES ^ . —forT \ . N {'. ' \ �/ {R ''llr�r l�l�'��1l��f�,!I/�,��ll%Yl \ i e� �\ +' t ;�• �°1'""i"� ` �\ 4f ( /.d 'Ooh (glrlr J 1 s,a=R� r , �i •44'S, \` '� �g if ;p LOCATION Aya..m�c \ 6 e safe sees sry s,a+e --. \ ,` \�! ��i/- "11�w•-�� A,.e;d�-,/ `\^�. �94 `� f,I G RB DROP INLET PROTECTION ` y i-,�,•�'°' ��'/ n .!_ a ^�^, \` 'I FCR EFCSiCN PNo 9EDIVENi!/�MROL f \�-\, ••�•• -i9..�•'- '�•,c.�ttveK;lf ? 1✓ V`\-. / �/ 'nsm,r. '/ ,w�.ee Mnmm' `r' 'i %�ef 1f spy pJt ,.. rartan ..+> .." - s oxw a,weew , ��` •� � /,' P!A o,«J .Rome ram nPxe�xPawl `�A P�, - � J. i'` - , s� �•,,•��. ��\�#�'��/d d{ _ S ter-- f—�M _�"' ,..e,m�.,.aeAw.yP...e.�..,w".. s$ •sEs„a,n..6�x� .-._. f�'{'�\ �t.- .�`��'J�J' � if�''. _ / -_ P..,. T, �,�„o,n��el�.a�,a.m � .I,.� wa�aw��. ,,,�/`�-_��. "'�. ✓ �. ___" � _ dsg Gana ! r yae=< SILT FENCE SITE DATA P` r STABILIZED CONSTRUCTION ENTRANCE Q PLAN A _ _'.IDI^CNr wvatcL kale,I .eo nor s vis ,Rw��ar roi+a.raw w 2835 Shipyard Lane 3 �I { East Marlon,Torvn of Sa+tNCld d c e e v u i t p e e e � �� V{ I t, yffalk Go,nG�Naw York w F ' - I bulkhead,Revekmant and Dredging Plan So'rikid Tcwn ar f Tru ee no oc wn sr. I A55UMEDINTERT)DAAL ZONE •EXISTINb HIGHAR MSH \ 6 \tl I Peb 5F)FOLLONINb BOAT /YETLAND I&H AR it DREDGING \ \\ \ DENATERE12 DREDGE 5POIL5 TO BE DEPOSITED NITHIN THE ACCESS o...... .°vvy•�•e � 1 ACCESg:'0eva o / ON-51TE 5ETTLING LAGOONS OR !'�/ ej c '•Pc..•°e�e°.a°n.vea OTHER APPROVED UPLAND snru swce - v�hv v,v,vn:,v_.. ��'�o �0 LOCATION5 7 aun L.ru+saf(A�X ------------ SILT _ / f SILT FENCIN6 AND/OR STRAIN, - �� .ix TO BEINSTALLED AND MAIfITAINED 4 .e..e _ ` '`•e°j°°t4 ��+.>; :1 �'ROJECTAREA LILMIITTS,OF E I • '�ASSUF®N(E LOw • NECESSARYNATER kANEINAT CHA�GINSpH. INTERSONEbfINA WMcDRED ED FROM / (SE§�IIVWETLAW FLANTINb�I -0eBOAT CHANNEL e4"VVOL—TO BEec j°�+"x ° " nm TIDALUME TO BE (AFPROX AP22 GY) en • --0@DEI_I Bfi'DAVIVATED AND o e moa° ms '\ 'OFN I/ /IBCGKFILLED / :900 G YJ a^eky°p j$ A BY YOU a IUN6 q; 5ECTION A-A-TYPICAL TIMBER BULKHEAD ♦` Ya,(� a .< °` /' /'/ ( .,pm �ro ¢y "'s ��P♦; 6 d` + -a �aJ//s 'r.0_ _ `+, A O�,p ryCC Ad- gyp" I ' IT ____________________________ NEW J1 4rTIMBER sasnxs eP!�° / NEW _ VOLUME TO BE i• S TIMBER ------------ BAGKFILLED • -_- 2 (A—X 600 CYJ T• w�W a, `b ♦ 9 •jT� ��Y i � FIAISHED .r_ �°.e ntl,^e � GRADE /N Sil..o 'e9 $ `� � �! P'� �.�.. ��♦� „ I I VOLUME TO BE e _ q EXCAVATED 1— B-O `t/� °�e�.J'fe e're x di ,(. r•\ `r IAFPaox aoo c rJ •. \� M,;/I e p °° 'r� t'"� .y t,�. .o Y \, o"°o o+°o� /°` "• �\ NEN BULKHEAD AND ' u"V, �r•',grm.r \B, p' PROTECTIVE p gTaw.�s:r�Twu 1 oI/ s° on J°� o ARMOR T f53€t SECTION-BULKHEAD AND ROCK REVETMENT f xn \ :\�. ,.1 � /� PB�sj DREDGED CHANNEL •`,\ !A=2I$035F.,Y=4P33 GF) i p `6((`'101 " PROc ARMORNETIT nu a (ARCA-REA=Bb<O SF) .m i��av�� xis.ws sw I,.e� / �A.D•'t ••� � Q�O P�Q" 0 ` I o° sOEC nPPA�2o 49 PEPTERr15 DETAILED PLANois%y aKT��ae/way SECTION B-B CHANNEL a•f3 - "'' � _�_ some+o_.�o•_ _—_ ,enu�M�e�rPan�.v� ri. PEI e • ...rzwv "E'"r�vu+Ev a+rwre.+e,.a eN 2835 Shipyard Lane C e^ ,u i I n ^ o • , . r + �f S.fPoi4 Gwn Nen Yor— E 4+ e2 JAN 2.0 2016 6ulkheatl.RevetmankYand,Dredginy Plan , Southold Town Board-ofTrustees IL . zITm - '• SECTION-DREDGE SPOIL DRYING AREAO Fa �cc` n..ece o°rnE � r, srno i, xnw+.x J !t EMJ VIEYV rv3 t et rce m v¢c t4 � E , d� DETAIL-TYPICAL BULKHEAD PLAN VIEW 4 .a xa xe ee..m, • PLAN DETAIL-SGARPH JOINT 3 aawoe(rwaes— easmn /_u a.00 me �e xa r to ab _ ,ros �— row.iao Tr am eiacx ELEVATION DETAIL-TIMBER JETTY ELEVATION-TYPICAL TIMBER BULKHEAD DETAIL-TIMBER FLOAT AND GANGWAY eP°nrn FSK \\ - .v p 2555 Shipyard Lane (t � a,xe t �4v E p ,.,„,,,,,,,,, ,,,,,,,,,,,,.. o.,,,,:�-.._ "j q�•+-��`-1i �� t s` Bulkhead,Revetment and Dredging Details �; C-3 JAN--2--0 2016-- Southoii Town Bad of Troteps I NL:.= OF COMMENCEMENT OF CONSTRUCTION AM RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0297 Bureau of Habitat-TW 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: i CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear Sir: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described In the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit,permit sign,and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) I PERMITEE: DATE i CONTRACTOR: DATE I i THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND C APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE ANDIOR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line:- X X x x X X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0297 Bureau of Habitat-TW Am 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: I' li 9 PERMITTEE NAME&PROJECT ADDRESS: A NI 2016 CONTRACTOR NAME&ADDRESS: TELEPHONE: Sauth:,;d fo�dn to Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans.(Both signatures required) PERMITEE: DATE CONTRACTOR: DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY,AS APPROPRIATE,MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. 95-20-1 (8187)-9d New York State Department of Environmental Conservation ® NOTIC /E If The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved .and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administra E s,p E E71 Permit Number [ _ l -3- 0c>�� 000, ROGER EVANS i JAN 2 0 X016 ` Expiration Date 5-15-12-0 - Sauiho;d lav Barof7s NOTE: This notice is NOT a permit Y ° JAN 2 0 2016 _ WSW@ do �' $Ci4:�10!�Tt3Vei1 B ar f Trostees Oki-Do Ltd. Property 2835 Shipyard Lane FastMarion/ Now York PREPARED By •rmuQft D 0 0Ul:1ly2J�l}=N1Ulgw NEW MWAAW 1 Engineering,Surveying and Landscape Ambitecture,P.C. Table of Contents Introduction............................................................................................................................1 PlantingPlan...........................................................................................................................3 Conclusions.............................................................................................................................5 List of Attachments Attachment A - Figures Figure 1 - Site Location Map Figure 2 - Marina Basin Details Attachment B - Representative Site Photographs Attachment C - Smootli Cordgrass Planting Guide Attachment D - Bulkhead Revetment and Dredging Plan Sheet C-2 nD I "E i JAN 202016 DID Sourheld Town Board of Trustee Table of Contents Engineering,Surveying and Landscape Architecture,P.C. iso Introduction This wetland planting plan has been prepared as a guidance by VHB Engineering, Surveying and Landscape Architecture,P.C. (VHB)in association with a proposed bulkhead replacement,revetment construction and maintenance dredging project at the 18.34-acre property located at 2835 Shipyard Lane in the hamlet of East Marion, Town of Southold,Suffolk County New York(hereinafter,the"subject property"or the"site")(Attachment A,Figures 1 and 2). The subject property was formerly utilized as an oyster processing facility and for boat maintenance and repair from circa 1940 to circa 1996,during which time a marina basin was constructed along the southern portion of the site. A boat channel providing a navigable connection between the marina basin and the adjacent waters of Gardiners Bay was also constructed and maintained by periodic maintenance dredging during this time period. Due to tidal action and coastal storms,including Hurricane Sandy,the subject property shoreline along Gardiners Bay has experienced severe erosion. Furthermore,the boat access channel connecting the marina basin to Gardiners Bay has become unnavigable due to sedimentation.As a consequence,the marina basin has become landlocked,and tidal flushing of the marina basin waters currently occurs only during storm events and/or extreme high tides.Accordingly,one element of the proposed action is to reestablish a navigable connection between the marina basin and Gardiners Bay by dredging the boat channel to previously- established depths. Currently,the western shoreline area of the marina basin is bulkheaded,while the eastern shoreline area is unimproved and supports a wetland community comprised of typical high marsh vegetative species,including salt meadow grass(Spartina patens),blackgrass(Juncus gerardii)and common reed(Phragmites australis),as well as the upper high marsh shrubs groundsel bush(Baccharis halimifolia)and marsh elder (Iva frutescens)(representative site photographs included as Attachment B). This high marsh community exists in a narrow band situated between the open waters of the marina basin and adjacent upland plant communities. ! D E E � V JAN 202016 Southold Toa 1 Introduction RoaW Orustees - r-_ Engineering,Surveying and Landscape Ambitecture,P.C. As the proposed dredging activities would occur only within the boat channel, project-related work within the marina basin would be limited to in-kind replacement of existing bulkheading,removal of an existing dock and construction of a new floating dock,all of which would occur within the western portion of the marina basin.As such,no temporary or permanent impacts are proposed to the aforementioned vegetated wetland community located along the eastern shoreline of the marina basin,and no loss of waters of the United States would occur. Moreover, it is anticipated that restoration of regular tidal flow to the marina basin that would occur following the reopening of the boat channel as proposed would result in the creation of an intertidal wetland habitat zone located seaward of the existing high marsh area. Accordingly,VHB has prepared this wetland planting plan in order to establish wetland vegetation within this proposed intertidal wetland habitat. The wetland planting plan is intended to serve as a guidance for the property owner and the parties responsible for implementing the installation of vegetation within the marina basin. �6 _ VE JAN 202016 'iD i Southold Tann Board of Trustegs 2 Introduction Engineering,Surveying and Landscape Architecture,P.C. 2MO Planting Plan The wetland planting plan has been developed based upon consultations with the New York Stated Department of Environmental Conservation(NYSDEC)and follows the guidelines set forth in the Smooth Cordgrass Planting Guide prepared by SeaGrant New York and Cornell Cooperative Extension of Suffolk County' (copy included as Attachment C). This document is intended to serve as a guidance for the property owner and the parties responsible for implementing the installation of vegetation within the marina basin,as described below. As detailed on Bulkhead Revetment and Dredging Plan Sheet C-2(Attachment D),it is anticipated that the proposed intertidal zone wetland area that would be created at the eastern portion of the marina basin would be 5,086±-square-feet in size. The actual area of the intertidal zone may vary and would be determined following restoration of regular tidal flow to the marina basin. Once the footprint of the actual intertidal habitat zone has been determined,suitable portions of this this area will be planted with smooth cordgrass(Spartina alterniflora). Due to its high salt tolerance and ability to withstand daily tidal flooding,this native species is the most common intertidal zone plant on coastal Long Island and is often the only plant found within this habitat niche.As a result of this dominance within the intertidal zone,smooth cordgrass occupies a vital role in the coastal ecosystem by providing shoreline protection and aquatic/terrestrial habitat for many species,while also serving as the base of an extensive food chain involving many marine organisms. The following provides a summary of the methods and management practices to be ® E 0 ts�, 1111 ' 'implemented during the wetland planting plan(to be completed by others): I �DID - JAN202016 V SeaGrant New York and Cornell Cooperative Extension of Suffolk County Undated Smooth Cordgrass Planting Guide Available online at http//www seagrant sunvsb edu/Images/Uploads/PDFs/themeareas/CComm- Southold Town Habdat/SmoothCordgrass pd f Accessed February 10,2014. Board of Trustees 3 Planting Plan ® w Engineering,Surveying and Landscape Architecture,P.C. > The planting plan will be implemented during the first growing season following restoration of tidal flow to the marina basin. > The smooth cordgrass plants utilized for the planting plan will be obtained from a local source and will be plants propagated from local stock,as available. > Smooth cordgrass plants will be installed at a density of 12-inches on-center within suitable habitat areas of the intertidal zone. > The smooth cordgrass plants will be installed using hand tools. > A balanced slow-release fertilizer will be added to each planting hole before installation of the plants(approximately 1 ounce per plant). > Perimeter protection(e.g.,string and/or snow fencing)will be installed and maintained during the first growing season,in order to protect the newly- installed plants from waterfowl and other wildlife. The condition of the perimeter protection will be monitored regularly throughout the growing season and repaired or replaced,as necessary. > Monitoring for invasive plant species(e.g.,common reed)within or adjacent to the intertidal zone will occur during the first growing season. Invasive plants determined to be impeding the establishment of the smooth cordgrass plantings will be removed,as necessary. D E V" E JAN 2 0 2016 Settthcid To%,ni Board f Trustees 4 Planting Plan Engineering,Surveying and Landscape Architecture,P.C. 300 Conclusions This wetland planting plan has been prepared by VHB in association with a proposed bulkhead replacement,revetment construction and maintenance dredging project at the subject property. Temporary or permanent impacts to the vegetated wetland community within the existing marina basin at the subject property will not occur as a result of the proposed action. The reestablishment of a daily tidal cycle within the marina basin that would occur following the proposed dredging activities would result in the creation of intertidal zone wetland habitat along the eastern shoreline of the marina basin. The wetland planting plan is intended to serve as a guidance for the property owner and those responsible for the creation of vegetated habitat within this proposed intertidal zone(to be implemented by others),based upon the methods and guidelines set forth in the Smooth Cordgrass Planting Guide prepared by SeaGrant New York and Cornell Cooperative Extension of Suffolk County.Provisions for the monitoring of wetland plantings,invasive plant species and perimeter protection(to be implemented by others)are also included in the wetland planting plan,in order to aid in the establishment of a viable smooth cordgrass community within the marina basin intertidal zone. iii AN 202016 Sa�ti�o,d Tuan B fr P\28836 00 Sh,zen Hatel\ProjRecords\FinalDocs\USACE Wetland Planting Plan dou I 5 Conclusions ® ✓ r i Engineering,Surveying and Landscape Architecture,P.C. Attachment A E JAN 2 0 2016 Southold TMIn of T Attachment A y d, `pry •� i f: 4k rf r L04- �. � sf FIGURE 1 - SITE � � 1 r I f • t �r LOCATION • STREET ADDRESS: 2835 • • Lane Sou-&U-u—n MUNICIPALITY, STATE, ZIP: East Marion, Town of Southold, New York SUFFOLK COUNTY TAX MAP NUMBER: District 1000 - Section i Block Lot 7.001 COORDINATES: LAT.: 41.114422* N • -72.340740' W AERIAL IMAGERY SOURCE: Google ar r , �^ v W6 v i 'Tt�~Mr FIGURE 2 — MARINA BASIN DETAILS STREET ADDRESS: 2835 Shipyard Lane a fTrutoes MUNICIPALITY, STATE, ZIP: East Marion, Town of Southold, New York 11939 SUFFOLK COUNTY TAX MAP NUMBER: District 1000 - Section 38— Block 7— Lot 7.001 N COORDINATES: LAT.: 41.114422' N Lon.: -72.340740' W AERIAL IMAGERY SOURCE: Google Earth a Engineering,Surveying and Landscape Architecture,P.C. Attachment B E 07 V rl JAN 2 0 2016 S 6.1 lewn out, Attachment B ®Engineering, Surveying and Landscape Architecture, P.C. Z. to,. ` +•. Photograph No. 1:View of the marina basin from the boat channel,facing north. i u {: JAN 2 0 2016 Boafd f Trustees Photograph No.2:View of open water habitat within the marina basin,with the boat channel and Gardiners Bay visible in the background. ®Engineering, ,Surveying and Landscape Architecture, P.C. motr 1 Aal Photograph No.3:View of bulkheading along the western shoreline of the marina basin 1`jj t- t JAN 202016 Stees B T i i Photograph No.4: View of existing vegetated wetland habitat along the eastern shoreline of the marina basin. t I Engineering,Surveying and Landscape Archttecture,P.C. Attachment C D E 0 E � E JAN 2 0 2016 Southold Too Board of Tru5tees Attachment C Smooth Cordgrass Introduction Smooth cordgrass (Spartina alterniflora) is the most common higher plant in our coastal intertidal salt and brackish marshes.With its ability to withstand daily flooding and high salt tolerance this is the only species that commonly occupies this habitat.Because it is so dominant,this species serves numerous vital ecological functions.Foremost,cordgrass forms the base of the extensive detrital food chain.As the leaves die off and are broken down by invertebrates and wave energy,small fragments of organic matter are released to the flooding tides.Once in the water,this material is consumed by a number of species that are in turn consumed by larger species.In addition to the contribution of organic material to the coastal food chain,cordgrass serves a very important role as a physical component of the coast.The presence of high stem densities at the shoreline serves to dampen wave energy and protect beaches and waterfront properties.In addition,the stem matrix serves Seg as a base for the attachment of numerous visible and microscopic plants and animals that help to make salt marshes diverse ecosystems. New York and Where do you start? Cornell Despite the obvious need to restore and enhance our coastal marshes,conducting a cordgrass planting should not be taken lightly.Before beginning,it is essential to consider Cooperative the regulatory and logistical implications.Because cordgrass grows in tidal wetlands,plan- Extension of ting requires permits from New York State Department of Environmental Conservation and Suffolk County one or more local municipalities(e.g.,Village orTown)who also regulate wetlands.Prior to submitting an application,it Is beneficial to meet with all involved regulatory personnel. --- Setting up a"pre-application site visit"ensures your expectations and those of the permit- Marine ermit Marine Program ting agency are consistent.It is essential that the project be clearly and concisely described: a well written permit application makes it easy for the regulatory agency to grant the per- mit.Those not experienced in permit work should consult with a knowledgeable person. �� Because you need to obtain regulatory permission with a cordgrass planting project,it is -- essential the planning process begin several months prior to the proposed planting time. U I.1 Plantings can occur any time during spring and summer,but the ideal time is in early `2 summer.Planting late in August can be problematic if the plants do not become well ew O N � established prior to the onset of winter, CD cx r N Planning d v' m The most important aspect of planting cordgrass is site selection. When selecting an area for planting,choose a site that already supports cordgrass so that you can be certain that conditions are suitable.Since cordgrass grows in response to the rise and fall of the tide it is necessary to observe the elevation at which this species grows at your site(i.e.,biological benchmark).In this way,existing plants will indictate the elevation within the tidal range that cordgrass will survive in your area.Sites totally devoid New York's Sea Grant of vegetation can be planted,but require a little more experience Extension Program and knowledge of tidal range.First time practitioners should provides Equal Program avoid areas lacking vegetation as the absence of plants may and Equal Employment g g p Y Opportunities in indicate some limiting factor such as excessive erosion or association with Cornell other disturbance. Cooperative Extension, U,S.Department of Agriculture and U.S. The planting site should be adjacent to or within an existing bed Department of of cordgrass.In the best areas,the planting would extend the Commerce and cooperating County marsh into an open gently sloping sandy area that can easily be Plant smooth Cooperative Extension, protected with a perimeter fence.Suitable sediments are fine to cordgrass in Associations. coarse sand with some organic matter. early summer I Smooth Cordgrass - Once a site is selected,the planting area needs to be calculated so that the number of plants can be determined.Areas are calculated in square feet by multiplying the length and width of the site.Cordgrass is typically planted at a density of 12"-18"on center (OC).Therefore,the simplest way to calculate the number of plants needed is to use the 12"OC spacing,so that the area in square feet equals the number of plants.Using this New York technique will ensure sufficient plant material.The next step is to order the plants. Cordgrass plants can be purchased from a local nursery that specializes in native plants. and Whenever possible,use plants propagated from local stock.Nursery grown plants are Cornell typically sold in 3"peat pots.Make sure the plants are vigorous and that the tops are Cooperative green and coarse and that roots are emerging from the sides of the peat pot. Extension of • ® Planting Suffolk County It is essential that the plant be placed at the proper depth so that it will not float out with the tides.Planting can be done by one person,or ideally,two or three people Marine Program working as a team.One person makes the hole while the second person adds the fertilizer and the plant,With a third person,the fertilizing and planting can be further divided,The best tool to use is a long handled shovel.Push the shovel into the sediment the full depth of the blade with the handle leaning towards the digger. The handle of the shovel is then pushed away from the digger to expose a"V"shaped hole.With the shovel still in place,the fertilizer is added and the plant dropped in place. y Then the person with the shovel then kneels down and pushes the plant into the obtaining P sediment with one hand and remove the shovel with the other hand.Finally,the soil Help around each plant is compacted by hand or foot,If the sediments are suitable,it may be possible to create multiple planting holes In a similar manner and plant in succession. It's a good idea to obtain However,this only works if the sediment maintains its shape. some professional advice As with many terrestrial plants,Cordgrass requires a small amount of fertilizer at before implementing a the time of planting.Slow release fertilizer(approximately 1 oz per plant) is beach grass planting. recommended,since it provides nutrients throughout the first growing season Good sources of help are: and minimizes release to the environment.A balanced fertilizer with a minimum Cornell Cooperative 3.4 month release period is recommended for all plantings. Extension of Following planting,protect the planting for the first growing season with a perimeter Suffolk County fence.This is especially important if the area is known to be frequented by swans or Marine Program, Canada geese.Both species will pull out recent plantings.Perimeter fencing should be 3690 Cedar Beach Rd., `` u either string or snow fencing.Snow fence is easily installed,but can be damaged by high Southold NY 11971 wave energy and fouling.String fence is more difficult to install,but is usually better 516.852.8660 ek-'_ a suited to the task.A fence is constructed by driving in metal or wooden 4-5'long stakes New York Sea Grant � 10'OC.Snow fence is installed by simply wrapping the perimeter and attaching the Extension Program, o w fence.String fencing involves connecting the stakes around the peri-meter with twine at 3059 Sound Ave., cv 0 1'vertical increments.Additional protection can be added by Riverhead, NY 11901 z running twine across the planting area from one side to the other.Spans of more 516.727.3910 "m than 20'require the use of supporting stakes in the middle of the planting.Brightly �? p colored surveyors tape can be added to further enhance the fence. USDA Natural Resources After planting and fencing,check each week to make sure the fence is not fouled Conservation Service, p g 8 Riverhead County Ctr., or disturbed,Given good site selection,healthy plants and a little luck,the following Room N-210, spring should show little indication that your marsh was planted. Riverhead, NY 11901 516.727.2315 Smooth Cordgrass is ideally planted These three organizations using teams of two can also help you locate or three people. ` sources of Smooth �� ,^ - Cordgrass plants. l Step 7 Step 2 Step 3 Step 4 Engineering,Surveying and Landscape Architecture,P.C. Attachment D i� g i JAN 202016 Sctsfhoid Tos��n a of Tru e Attachment D 1 10'DIA X 25'FILE -=-- - - - I 5/a•c `' ASSUMED INTERTr DA4L ZONE r - 6'-0.0.0 WITH rwL+¢eR - --_ - �� 'EXISTING HIGH MARSH ,Ob(v 5F)FOLLOWIN�{30AT CNAtNNEL DREDGING �� 1 WETLAND(6,461 5F) / DEWATERED DREDGE SPOILS TO w E / / /anvaveaavan nuvv69L ov°aveaamaaaa� / BE DEPOSITED WITHIN THE ` 2'X12• IB'X b'X&- - -- - - _ 9 a4naba9Oaaaaema9ama �Oane9a9 v9oa ' '1'■u�� u�,yp ' $`G FNISHED&RAPE i�'fiu■ ACCESS nm.e.l` / yn CPO \ Sam CAP TOP wALF P j AC °om / ON-51TE 5ETTLING LAGOONS OR gggls ;- _ - ;davval��aavvvavevvvvvavvvovgar(aaoav /j °appp9°° �1 P..mavaaaamaaamabam.m�00 0O o TM$OTHER Al�PRD ED UPLAND -_` naaavb p p° �5$ - EICISTIN6 6RADE,r' _ ._ - p/ S /�._ /// � 00 i- I ;___ °QO• Fy 5-PA LAYLD65 3•X 10'T$G SKEFTIN6 _ - - +_ - - _ / /// ♦e/ l I—i- �_"____�.�_�_" Gam ''i.�9gOO� )•) _- /. IQ 2'PIP, EL=I 40 / /d / /// SILT FENrIA6 AND/OR STRAW/BALES - _ ,:`__: TO BE"INSTALLED AND MAIf1TAINED HwM=130_ ,4LDf4G THE DOWN-SLOPE/OF THE COXI"ER51W.ALL _ 'PROJECT AREA LIMITS,AS °° o° e - /�, NECESSARY / 00 0° a ^'Fi55UMED LOW / /o✓ ° HARDWAI�AT FACE / / 0° oo WATER WNE_F27L'L,?, INC eaOF P1Le , / // pp°° oo° n AT GHANNEEYGING nv �` m a° a •,r A /1 &•X a•WALE 0pa°°oo 0°°o INTERTIDAL ZONE bP MARINA TO €� I°DIA TE ROD 3/4•DIA. 0 - - _ - - / °pp9°9°° ° E VEGETATap WITH LOW MARSH 85g Tt-SIDRDOLT wn X -VOLUMEjo'BE _ _ / opo°°O po tee/ GORD6RA55(Sparhna�I�erntflora) YDD wepy�, Nur a NAst-ER DREDGEDAf=REL _ ooopo°oop9°°fid (SELNETLAND PLANTING FLAN) j �1 } N 9 eY o ��r>w / TIDAL WE AN>�>'�OUNDAR VOLUME TO BE (APPROX' ,022 G"YJ' - 00° 1� oo°° "'� naa o Pp/`p-90� A:ZDELI AyT'ED B"r DAVID/ ,µ9 a e•DIA.vEADt-wN EXCAVATED AND F�TER -4�>: _ _ ,-J 4 I oo°o0 00 400°° .� ma �. 0 _I I /° KEN 'OF VHB QN 1/ /13 8 BACKFILLED I5 (APPROX.900 G YJ - -°. y Jt�e2/I D BY YOUN 8 DUNG 0 $ '" - !V regi Nv �, ° l 1 56E DEFTH nb� 2 % ♦ �� z 1 G / 1 �Q/,qT-k.(7 J SECTION A-A - TYPICAL TIMBER BULKHEAD /A / �polp ��\m FINISHED GAP STONES "- _`&FAPF 3 TO B TON EACH 41, 5uLrfeA0 TO BE RB-IOVED TO L.OW WATER TOE 5TONE5 4 TO 8 TON EACH EL-230 '� >'�;�,-� - - -_1r A�•� ��'iOO� C :+ HWM-_ �_� � XISTIG 130______ _ ___________________________ ' Q O�F9Y s ' n TIMBER F>pSTN`GRADE - - - _ _`�r s'�:>`g•�_«� ---- -, r�" _ 6 PY 4 �' _ - - -VOLUME-TO*BE , JETTY M1.w,_I10 ------ - ------- --- -- ------------ _ ,�'�1?>;:BAGKFILL D _ `��;o-' rr� .�' �' P'�yP"k JIE Y ml .(APPROX"600?GYJ ' ?�� -° °d';% d/� 4 xauuG on ews,iw ° 1 _ = - ' .eo'•90�°O `rr�: ry� O��Os ^00. � E. eaonww FINISHED T GRADE °°-aA °o � VOLUME TO BE EXCAVATED It ,�• c*o ee ®l (APPROX 400 G.Y) {G g BLAWCET STONES s TO I3 LBS -, ,- / °o A °Om Roo �a o %T �\ NEW BULKHEAD AND ``� PROTECTIVE ARMORMENT __" _ \�`�,. \E�Q °�m°Renu aaovnvs° � ,•". SECTION - BULKHEAD AND ROCK REVETMENT 1 NTS _. -_____ \ :\1 1 DREDGED CHANNEL ;tp� Q.-��Oa (A=21,503 S.F,V=4,022GFJINLET PROTECTIVE ARMORMENT r9m 6 - _-- PROTECTION'_ _ Dab T� (rC♦Q Qh��1\1 (AREA=5,640 5 F) roa (A�FFR X 4,00222OY tEwBULr.HEAD ' LTYP) �• ` .�' ��P'PI`20 AND 21$03 5P) EXISTING TOP EL a 550 t^� �• A Fv�+ .,J' �V l' �0 q 6RADE � 504 pal BEACHJAN 2 0 ,2016" : ro� A>ea96E,o a KL°W Mrd n1•lJo/ �- - -- IDETAILED PLAN o NOTES SECTION-B - B CHANNEL n : s; _ - 4a o 20 40 50 120 s1TE AREA le%az ACRES $�+ hold To' n - r VERT CAL DAVM-N.6 V DAM MSL 195H FROM 6P5) NTS _ __ _ xal6 I•=40' - p •� TRS S° - - - SCIINDIN&S SHOWN ,(Tb)ARE DEPnG FROM f Tru P. MLYi e B ❑ _ _ -- BASE INFORMATION SHONN HEREON 15 FROM EX15T1N6 CONDITIONS SURVEY PREPARED BY YOUNG!YOUNG ON _ MAY 5,2013 } Qdb cb �� Record of Revisioror��` 4,�6 e,,,,�K_ ___ _ ____-________.a-^�, '"C`' ,=\. l • ,','__ - _ _ N Pr�ect� zol2_o011 24 ,2013 da da No Daa 2835 Shipyard Lanedo021214 Amdmts Ror NYSDEO omLe OI1414dDry ,2012_O011-JAkhd-p � �• �° / �i�' - ��, � ' A -- _ �, p East Marion,Torvn of Southold C o n s u I t g e n g ° e 9 r ;c--� - - -;` �� Suffolk County,New York o �S♦ 'ar` -' C =2 Bulkhe u d s3 ♦„>: �<� _ ad,Reve i q tment and Dredging Plan Cantrell, Elizabeth From: Street,Jennifer(DOS) <Jennifer.Street@dos.ny.gov> Sent: Monday, December 02, 2013 3:41 PM To: Terry, Mark; Cantrell, Elizabeth Cc: kpklett@gw.dec.state.ny.us Subject: LWRP Coordination for Oki-Do Ltd. (DOS# F-2013-0873) Attachments: COASTAL-#66080-v1-F-2013-0873_FCAF.PDF; COASTAL-#66081-v1-F-2013-0873 _Fed_App.PDF Hi Mark and Elizabeth, We have received a consistency certification for Oki-Do Ltd. c/o Dr. Kazuko Tatsumura Hillyer, President for the following at 2835 Shipyard Lane: In-kind landward replacement of 1,323±linear feet of bulkheading located along the Gardiners Bay shoreline and an existing marina basin. Recovery dredging of—900 cy for backfill at this location. Installation of a 455±-linear foot rock revetment seaward of the bulkhead. Recovery dredging of—600 cy for backfill at this location. In-kind replacement of 186± linear feet of timber jetties. Removal of an existing fixed boat dock and installation of a 132 linear foot floating dock within the marina basin. Dredging of 4,022±cubic yards of sediment from the existing marina basin boat channel, with—300 cy used as backfill and the remainder dewatered and placed upland. According to our database they came in to DOS back in 2006 for a similar proposal as well as some upland development but it appears the work was never completed. I wanted to coordinate with both of your offices early on this as there is some necessary data and information that I need to request in order to start the review. Any comments that you or the Trustees may have regarding this proposal or the history of this property would be very helpful with my review. Sincerely, Jennifer L.Street Coastal Resources Specialist Division of Coastal Resources NY Department of State One Commerce Plaza,Suite 1010 99 Washington Avenue Albany, NY 12231 518-474-1737 1 E 1 ' Received 01"T 9 y ?013 NEW YORK STATE DEPARTMENT OF STATE COASTAL MANAGEMENT PROGRAM COaS NYcpGS IY Resources Federal Consistency Assessment Form An applicant,seeking a permit,license,waiver,certification or similar type of approval from a federal agency which is subject to the New York State Coastal Management Program(CMP),shall complete this assessment form for any proposed activity that will occur within and/or directly affect the State's Coastal Area. This form is intended to assist an applicant in certifying that the proposed activity is consistent with New York State's CMP as required by U.S. Department of Commerce regulations(15 CFR 930.57).It should be completed at the time when the federal application is prepared. The Department of State will use the completed form and accompanying information in its review of the applicant's certification of consistency. A.APPLICANT (please print) 1.Name:Oki-Do Ltd.c/o Dr. Kazuko Tatsumura Hillyer, President 2.Address:20 West 64th Street, Suite 24E New York, NY 10023 3.Telephone: Area Code(2W)799-9711 B.PROPOSED ACTIVITY 1.Brief description of activity: In-kind replacement of 1,323±linear feet of bulkheading located along the Gardiners Bay shere"ne and an existing madna basin. Installation of a 45ft-linearfeet reek Fevelment seawaFd of the bulkhead. In-kind replacement of 186±linear feet of timberjetties. Removal of an existing fixed boat dock and installat 6 on nt n 13?-1anear foot floating dock within the marina hasia- Dredging of 4,022±cubic yards of sediment from the existing marina basin boat channel. 2.Purpose of activity: The purpose of the proposed action is to prevent further erosion of the subject property shoieline fro,ii coastal stonns and to re=establish anavigable connection between the existing marina basin and Gardiners Bay. 3.Location of activity: Suffolk East Marion,Town of Southold 2835 Shipyard Lane County City,Town,or Village Street or Site Description USACE Nationwide Permit 4.Type of federal permit/license required: - S.Federal application number,if known:Not Yet Assigned 6.If a state permit/license was issued or is required for the proposed activity,identify the state agency and provide the application or permit number,if known: NYSDEC Tidal Wetlands Permit. Application number not yet assigned. 1 , C.COASTAL ASSESSMENT Check either"YES"or"NO"for each of these questions. The numbers following each question refer to the policies described in the CMP document(see footnote on page 2)which may be affected by the proposed activity. 1.Will the proposed activity result in any of the following: YES/NO a.Large physical change to a site within the coastal area which will require the preparation 13 IM of an environmental impact statement? (11,22,25,32,37,38,41,43)................ b.Physical alteration of more than two acres of land along the shoreline,land M 13 under water or coastal waters? (2, 11, 12,20,28,35,44).. .. ........I... .......... c.Revitalization/redevelopment of a deteriorated or underutilized waterfront site? (1)...... in n d.Reduction of existing or potential public access to or along coastal waters? (19,20)...... ®. J3 e.Adverse effect upon the commercial or recreational use of coastal fish resources? (9,10)... ® �x f.Siting of a facility essential to the exploration,development and production of energy resources in coastal waters or on the Outer Continental Shelf? (29)................... El JE g.Siting of a facility essential to the generation or transmission of energy? (27)........... CL -x h.Mining,excavation,or dredging activities,or the placement of dredged or fill material in coastal waters? (15,35).......... ................................ .......... in J3 i.Discharge of toxics,hazardous substances or other pollutants into coastal waters? (8, 15,35) CL JS j.Draining of stormwater runoff or sewer overflows into coastal waters? (33).... ........ Q .S k.Transport,storage,treatment,or disposal of solid wastes or hazardous materials? (36,39). CL D I.Adverse effect upon land or water uses within the State's small harbors? (4)............ [3 13 2.Will the proposed activity affect or be located in,on,or adjacent to any of the following: YES/NO a.State designated freshwater or tidal wetland? (44).......... ............ .......... 3 b.Federally designated flood and/or state designated erosion hazard area? (11,12, 17,)..... _ c.State designated significant fish and/or wildlife habitat? (7)........................ d.State designated significant scenic resource or area? (24)........................ .. e.State designated important agricultural lands? (26). ..... ......................... f.Beach,dune or barrier island? (12)......... .................................. g.Major ports of Albany,Buffalo,Ogdensburg,Oswego or New York? (3). .............. h.State,county,or local park? (19,20)............. .... .......................... i.Historic resource listed on the National or State Register of Historic Places? (23)........ �x 3.Will the'proposed activity require any of the following: YES/NO a.Waterfront site? (2,21,22)............. ............................ ........ 1 _IM b.Provision of new public services or infrastructure in undeveloped or sparsely populated sections of the coastal area? (5)...... .............. .. .............. ........ .. 13 c.Construction or reconstruction of a flood or erosion control structure? (13, 14, 16)....... d.State water quality permit or certification? (30,38,40)............................ e:State air quality permit or certification? (41,43)........... ...................... 4. Will the proposed activity occur within and/or affect an area covered by a State approved local waterfront revitalization program? (see policies in local program document)........ .. .... E. D.ADDITIONAL STEPS 1.If all of the questions in Section C are answered"NO",then the applicant or agency shall complete Section E and submit the documentation required by Section F. 2.If any of the questions in Section C are answered"YES",then the applicant or agent is advised to consult the CMP,or where appropriate,the local waterfront revitalization progranidocument*.The proposed activitymust be analyzed in more detail with respect to the applicable state or local coastal policies. On a separate page(s),the applicant or agent shall: (a) identify,by their policy numbers,which coastal policies are affected by the activity.(b)briefly assess the effects of the activity upon the policy; and,{c}state how the activity is consistent with each policy. Following the completion of this written assessment,the applicant or agency shall complete Section l:and submit the documentation required by Section F. E.CERTIFICATION The applicant or agent must certify that-the proposed activity is consistent with the State's CMP or the approved local waterfront revitalization program,as appropriate. If this certification cannot be made,the proposed activity shall not be undertaken. If this certification can be made,complete this Section. "The proposed activity complies with New York State's approved Coastal Management Program,or with the applicable approved local waterfront revitalization prograin,and will be conducted in a manner consistent with such progratn." Applicant/Agent's Name:David Kennedy,as agent for Oki-Do Ltd. Address: 2150 Joshua's Path,Suite 300 Hauppauge, NY 11788 Telephone: Area Code(631 )234-3444 t Applicant/Agent's Signature:_ Date:10/25!13 F.SUBMISSION REQUIREMENTS 1.The applicant or agent shall submit the following documents to the New York State Department of,State,Office of Coastal,Local Government and Community Sustainability,Attn:Consistency Review I3nit,1 Commerce Plaza,99 Washington Avenue-Suite 1010,Albany,New York 12231, a Copy oforiginai signed forms. b.Copy of the completed federal agency application. c.Other available information which would support the certification of consistency. 2.The applicant or agent shall also submit a copy of this completed form along with his/her application to the federal agency. 3.If there are any questions regarding the submission of this forms,contact the Department of State at (518) 474-6000. "Tlicse state and local docinnents are available for inspection at the offices of many fedeial agencies,Departnient of ens ironmental Conservation and Department of State regional offices,and the appropriate regional and county planning agencies. Local program documents are also available for inspection at the offices of(lie appropriate local government. Proposed Bulkhead Replacement,Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County,New York Consistency Analysis with NYSDOS Coastal Policies Potentially Relevant Policies,Pursuant to Federal Consistency Assessment Form Policy 1:Restore,revitalize,and redevelop deteriorated and underutilized waterfront areas for commercial, industrial,cultural,recreational,and other compatible uses. The proposed action includes an in-kind bulkhead replacement,revetment construction and maintenance dredging at portions of an overall 18.34-acre property,which was formerly utilized as an oyster processing facility and for boat maintenance and repair. The subject property has been bacant for over a decade.Due to tidal action and coastal storms,including Hurricane Sandy,the subject property shoreline has experienced severe erosion. Furthermore,the boat access channel connecting the existing marina basin at the site to Gardiners Bay'has become unnavigable due to sedimentation. The purpose of the proposed action is to prevent further erosion of subject thesubjproperty shoreline and to re-establish a navigable connection between the marina basin and Gardeners Bay. Thus,the proposed action is consistent with this coastal policy. Policy 2:Facilitate the siting of water-dependent uses and facilities on or adjacent to coastal waters. The proposed action includes an in-kind bulkhead replacement,revetment construction and maintenance dredging to protect the subject property from storm-related damages. Thus,this policy is not relevant to the proposed action. Policy 11: Buildings and other structures will be sited in the coastal area so as to minimize damage to property and the endangering of human lives caused by flooding and erosion. The proposed structures include replacement bulkheading and a shoreline revetment,the purpose of which is to protect the shoreline area from ongoing erosion-due to coastal storms,thus minimizing property damage and the endangering of human lives caused by flooding and erosion. As such,the proposed action is consistent with this policy. Policy 12:Activities or development in the coastal area will be undertaken so as to minimize damage to natural resources and property from flooding-and erosion by protecting natural protective features including beaches,dunes, barrier islands and bluffs. The purpose of the proposed replacement bulkheading and revetment construction is to protect the subject property and its natural resources from flooding and erosion. Thus,the proposed action is consistent with this policy. Policy 13:The construction or reconstruction of erosion protection structures shall be undertaken only if they have a reasonable probability of controlling erosion for at least thirty years as demonstrated in design and construction standards and/or assured maintenance or replacement programs. Based upon the proposed design and construction features,and taking into account periodic ordinary maintenance and repair,it is anticipated that the replacement bulkheading and revetment would provide erosion control within the specified time period,at a minimum. Thus,the proposed action is consistent with this policy. Policy 14:Activities and development,including the construction or reconstruction of erosion protection structures, shall be undertaken so that there will be no measurable,increase in erosion or flooding at the site of such activities or development,or at other locations. The proposed action has been designed so as to minimize potential adverse impacts due to erosion and flooding to the maximum extent practicable,and includes substantial erosion and sediment control measures to be implemented during work activities(i.e.,installation of silt fencing and/or straw bales in disturbed areas,protected dredge spoil drying areas and upland dredge spoil disposal'sites). Once completed,the proposed replacement bulkheading and revetment would substantially improve erosion and flood protection,as compared to existing conditions. Thus,the proposed action is consistent with this policy. Policy 15:Mining,excavation or dredging in coastal waters shall not significantly interfere with the natural coastal processes which supply beach materials to land adjacent to such waters and shall be undertaken in a manner which .will not cause an increase in erosion of such land. The existing boat access channel was created and formerly maintained by periodic dredging within Gardiners Bay. Furthermore,as described previously,the proposed project includes design features that would minimize erosion and interference with natural coastal processes to the maximum extent practicable during dredging activities. Thus,the proposed action is consistent with this policy. Policy 16:Public funds shall only be used for erosion protective structures where necessary to protect human life, and new development which requires a location within or adjacent to an erosion hazard area to be able to function, or existing development;and only where the public benefits outweigh the long term monetary and other costs including the potentia!for increasing erosion and adverse effects on natural protective features. The proposed would not be publicly funded.Thus,this policy is not relevant to the proposed action. Policy 17:Non-structural measures to minimize damage to natural resources and property from flooding and erosion shall be used whenever possible. Beyond the necessary structural shoreline protection measures(i.e.,the proposed replacement bulkheading and revetment)the proposed action also incorporates non-structural shoreline protection measures,due to the restoration of regular tidal flow and the establishment of intertidal wetland plant communities within the marina basin. The proposed wetlands would provide substantial non-structural flood mitigation and erosion protection within the marina basin. Thus,the proposed action is consistent with this policy. Policy 20:Access to the publicly-owned foreshore and to lands immediately adjacent to the foreshore or the water's edge that are publicly-owned shall be provided and it shall be provided in a manner compatible with adjoining uses. The proposed action includes an in-kind bulkhead replacement,revetment construction and maintenance dredging,and would not prevent access to publically-owned lands. Thus,this policy is not relevant to the proposed action. Policy 28:Ice management practices shall not interfere with the production of hydroelectric power,damage significant fish and wildlife and their habitats,or increase shoreline erosion or flooding. The proposed does not include ice management practices.Thus,this policy is not relevant to the proposed action. Policy 30:Municipal,industrial,and commercial discharge of pollutants,including but not limited to,toxic and hazardous substances,into coastal waters will conform to state and national water quality standards. The proposed does not include the discharge of any pollutants into coastal,waters.Thus,this policy is not relevant to the proposed action. Policy 35:Dredging and filling in coastal waters and disposal of dredged material will be undertaken in a manner that meets existing State permit requirements,and protects significant fish and wildlife habitats,scenic resources, natural protective features,important agricultural lands,and wetlands. The subject property is not located within an area designated as a Significant Coastal Fish and Wildlife Habitat (SCFWH)by the New York State Department of Environmental Conservation(NYSDEC)or the New York State Department of State(NYSDOS). A Tidal Wetlands Permit application has been submitted to the NYSDEC for the proposed action,and any dredging,filling and dredge material disposal would be conducted in accordance with the provisions of said permit,if issued. Furthermore,based upon the design features,mitigation measures and erosion/sedimentation control features included in the proposed action,no significant adverse impacts to the aforementioned,natural resources are anticipated. Moreover,significant improvements over existing conditions are anticipated for fish and wildlife habitats,wetlands and natural protective features,due to the restoration of tidal flow and intertidal wetland communities within the marina basin.Thus,the proposed action is consistent with this policy. Policy 38:The quality and quantity of surface water and groundwater supplies will be conserved and protected, particularly where such waters constitute the primary or sole source of water supply. The proposed action does not include effluent discharge,outfalls or other direct discharges to surface or groundwater supplies. Dredge spoils would be dewatered within two,3,300 square-foot drying areas consisting of a plastic liner installed over a 42-inch high perimeter berm and surrounded with silt fencing. The dewatered dredge spoils will then be deposited within inactive settling lagoons located within an upland area at the central portion of the site and approximately 250 feet from the nearest tidal wetlands(or at other approved upland locations).Additionally,silt fencing and/or straw bales will be installed,as necessary,at the down-slope limits of ground disturbance,in order to prevent the transport of sediment from areas of exposed soil to surface water. Based upon these design features,no significant adverse impacts to surface or groundwater supplies are anticipated. Thus,the proposed action is consistent with this policy. Policy 40: Effluent discharged from major steam electric generating and industrial facilities into coastal waters will not be unduly injurious to fish and wildlife and shall conform to state water quality standards. The proposed action includes an in-kind bulkhead replacement,revetment construction and maintenance dredging,and does not include effluent discharge.Thus,this policy is not relevant to the proposed action. Policy 44:Preserve and protect tidal and freshwater wetlands and preserve the benefits derived from these areas. Due to excessive sedimentation,the boat access channel connecting the marina basin to Gardiners Bay currently only allows tidal flushing of the marina basin during storm events and/or extreme high tides.Dredging of the channel as proposed would re-establish a regular tidal cycle within the marina waters,thus restoring the formerly- connected intertidal wetlands along the eastern perimeter area of the basin. Following re-establishment of regular tidal flow,low marsh cordgrass(Spartina alterniflora)would be planted within the intertidal zone along the 1. t 1 , . eastern shoreline of the marina basin in order to re-establish this native wetland community area. Based upon the foregoing,the proposed action is consistent with this policy. Town of Southold Local Waterfront Revitalization Program The Town of Southold maintains a Local Waterfront Revitalization Program(LWRP),adopted on June 21,2005 by the NYSDOS. It is noted that the Town of Southold has prepared an amended LWRP,which was submitted to the NYSDOS in 2013. Such amended LWRP has not yet been approved. Therefore,the policies of the 2005 LWRP have been reviewed and the analysis follows. The LWRP follows the Long Island Sound Regional Coastal Management Program Policies(LISCMP)in outlining thirteen waterfront revitalization policies to specifically address the Town of Southold's resources,that will "determine the appropriate balance between economic development and preservation that will permit beneficial use of and prevent adverse effects on Southold's coastal resources"(Town of Southold LWRP,III-1). These thirteen policies have been categorized into Developed Coast Policies,Natural Coast Policies,Public Coast Policies, and Working Coast Policies. The subject property is located in a developed coast area. The Developed Coast Policies,as outlined in the LWRP,include the following: (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; (2)Preserve historic resources of the Town of Southold;and (3)Enhance visual quality and protect scenic resources throughout the Town of Southold. The purpose of the proposed action is to prevent further erosion of the subject property shoreline and to re- establish a navigable connection between the existing marina basin and Gardiners Bay. While such improvements may facilitate redevelopment of the subject property in the future,this immediate application is considered a maintenance and restoration project. The subject property is not a historic resource within the Town of Southold. Finally,the proposed action is not intended to enhance visual quality or scenic resources;however,the proposed action would improve a dilapidated bulkhead along Gardiners Bay. \\nylidata\projects\28836.00 Shizen Notel\docs\Permits\Wetlands\NYSDOS\Consistency Analysis with NYSDOS Coastal Policies dou Received OCT 9 9 ,913 Planning Transportation I Land Development I Environmental Services NYS00S Coastal Resources Creating results for our clients and benefits for our communities October 28,2013 Ref: 28836.00 u VIA OVERNIGHT CARRIER Mr.George Stafford,Director New York State Department of State Office of Coastal,Local Government and Community Sustainability Attn:Consistency Review Unit 1 Commerce Plaza 99 Washington Avenue-Suite 1010 Albany,New York 12231 Re: Request for Coastal Consistency Concurrence Proposed Bulkhead Replacement,Revetment Construction and Maintenance Dredging Project 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County,New York Suffolk County Tax Map No.:District 1000—Section 038.00—Block 07.00 Lot No.007.001 Dear Mr.Stafford: VHB Engineering,Surveying and Landscape Architecture,P.C.(VHB)is serving as the environmental consultant to Oki-Do Ltd.(the"applicant"),which is proposing to conduct a bulkhead replacement,revetment construction and maintenance dredging project(the"proposed action")at portions of the above-referenced property,which was formerly utilized as an oyster processing facility and for boat maintenance and repair(the "subject property,"see enclosed map excerpts in Attachment B). Due to tidal action and coastal storms, including Hurricane Sandy,the subject property shoreline has experienced severe erosion. Furthermore,a boat access channel connecting the existing marina basin at the site to Gardiners Bay has become unnavigable due to sedimentation. Accordingly,the purpose of the proposed action is to prevent further erosion of the subject property shoreline and to re-establish a navigable connection between the existing marina basin and Gardiners Bay. More specifically,as detailed on the enclosed project plans(Attachment D),the proposed action would encompass a 4.4-acre project area within the overall 18.34±acre subject property and includes the following elements: > In-kind replacement of 1,323±linear feet of existing functional and non-functional bulkheading located along the Gardiners Bay shoreline and the perimeter of the marina basin. A total of 900± cubic yards of materials dredged and excavated from the site(see below)would be installed landward of the replacement bulkhead as backfill. The replacement bulkheading along the Gardiners Bay VHB Engineering,Surveying and Landscape Architecture,P.C. 2150 Joshua's Path,Suite 300 Hauppauge,New York 11788 631.234.3444 a FAX 631.234.3477 www vhb.com Mr.George Stafford Ref: 28836.00 October 28,2013 Page 2 shoreline would be installed well of the existing dilapidated bulkhead and just landward of the mean high water line,as delineated by VHB on February 1,2013. > Installation of a 4551-linear foot rock revetment along the seaward'side of the replacement bulkheading along the Gardiners Bay shoreline. A total of 600±cubic yards of materials would be excavated from this area and deposited as backfill behind the replacement bulkhead. A rock revetment consisting of a 24-inch layer of five-to-15 pound blanket stones topped by four-to-eight ton toe stones and three-to-eight ton cap stones would be installed along the seaward side of the replacement bulkhead. > Dredging of the existing boat access channel connecting the marina basin with Gardiners Bay to a depth of five feet below mean low water. A total of 4,022±cubic yards of materials would be dredged from the channel.The dredge spoils would be dewatered within two,3,300 square-foot temporary dredge spoil drying areas to be located within upland areas to the south and east of the marina basin. Approximately 300±cubic yards of dredge spoils would be utilized as backfill landward of the replacement bulkhead. The remaining dewatered dredge spoils would be deposited on-site within several inactive settling lagoons associated with historic oyster processing operations at the subject property(or at other approved upland locations). The settling lagoons are located within an upland area at the central portion of the site and approximately 250 feet from the nearest tidal wetlands. > In-kind replacement of 186±linear feet of the existing functional and non-functional timber jetties located along either side of the aforementioned dredged channel. The jetties would be replaced seaward to mean low water,with the portions of the existing jetties located below mean low water to be abandoned. > Removal of an existing fixed timber dock within the marina basin and installation of a 132-foot long, eight-foot wide timber floating dock. > Construction of temporary,on-site access driveways to facilitate movement of vehicles,equipment and materials within the proposed project area. It is important to note that the proposed action has been designed so as to minimize potential adverse impacts to coastal zone resources,and incorporates substantial mitigation measures,including the following: > Both functional and non-functional portions of the existing bulkheading along the shoreline of Gardiners Bay are located seaward of mean high water. As detailed on the project plans,the replacement bulkhead would be installed above mean high water and landward of the existing bulkhead,thereby increasing the net area of tidal wetlands/waters of the United States at the site,as compared to existing conditions. , > Due to excessive sedimentation,the boat channel from Gardiners Bay currently only allows tidal flushing of the marina basin during storm events and/or extreme high tides.Dredging of the channel 1 Mr.George Stafford Ref: 28836.00 October 28,2013 Page 3 as proposed would re-establish a regular tidal cycle within the marina waters,thus restoring the formerly-connected intertidal wetlands along the eastern perimeter area of the basin. As such,a net increase of tidal wetlands/waters of the United States would result. > Following re-establishment of regular tidal flow due to dredging of the channel,low marsh cordgrass (Spartina alterniflora)would be planted within the intertidal zone along the eastern shoreline of the marina basin,in order to re-establish this native wetland community area. As the proposed action would occur in portions of the New York State Coastal Area located within the Town of Southold,it is subject to consistency analysis with New York State Department of State(NYSDOS)Coastal Policies,as well as Town of Southold(the"Town")Local Waterfront Revitalization Program(LWRP)Coastal Policies(adopted on June 21,2005 by the NYSDOS). Based upon VHB's review and consistency analysis with the relevant coastal policies(completed Federal Consistency Assessment and consistency analysis included as Attachment A),the proposed action appears to be in conformance with both NYSDOS and Town LWRP coastal policies.Accordingly,we are respectfully requesting that a Coastal Consistency Concurrence be granted for the proposed action. For your information,VHB has also submitted a tidal wetlands permit application to the New York State Department of Environmental Conservation(NYSDEC)and a request for a Nationwide Permit Determination to the United States Army Corps of Engineers(USACE)for the proposed action(copy of USACE Nationwide Permit application package included as Attachment X). To assist in the processing of this request,we are hereby enclosing the following: Attachment A Completed Federal Consistency Assessment form and consistency analysis Attachment B Site location map and excerpt of the USGS Topographic Map,Greenport,New York Quadrangle Attachment C Existing conditions survey,dated February 1,2013 Attachment D Project plans—2835 Shipyard Lane Bulkhead,Revetment and Dredging Plan,dated January 24,2013 Attachment E Photograph location map and representative site photographs Attachment F Copy of the USACE Request for Nationwide Permit Determination application package _ Mr.George Stafford Ref: 28836J0 October 2I2V13 Page | Thank you for your cooperation inthis matter. !fadditional information imrequired,orshould you have any questions,please donot hesitate tncontact the undersigned. Sincerely, VHBEngineering,Surveying and Landscape Aohitectune,P.0 David Kennedy,M.S. Project Scientist DK/ba enc. weomletter mm'13x°" I - _ Received OCT 2 9 209 Planning Transportation J Land Development Environmental Services NYSDOS Coastal Resources Creating results for our clients and benefits for our communities October 25,2013 Ref: 28836.00 VIA OVERNIGHT CARRIER Mr.Stephen A.Ryba Chief,Eastern Permits Section United States Army Corps of Engineers New York District Jacob K.Javits Federal Building 26 Federal Plaza,Room 1937 New York,NY 10278-0090 Re: ,Request for Nationwide Permit Determination' Proposed Bulkhead Replacement,Revetment Construction and Maintenance Dredging Project 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County,New York Suffolk County Tax Map No.:District 1000—Section 038.00—Block 07.00—Lot No.007.001 I Dear Mr.Ryba: VHB Engineering,Surveying and Landscape Architecture,P.C.(VHB)is serving as the environmental consultant to Oki-Do Ltd.(the"applicant"),which is proposing to conduct a bulkhead replacement,revetment construction and maintenance dredging project (the"proposed action")at portions of the above-referenced property,which was formerly utilized as an oyster processing facility and for boat maintenance and repair (the"subject property",see enclosed map excerpts In,Attachment B). Due to tidal action and coastal storms, Including Hurricane Sandy;the subject property shoreline has experienced severe erosion. Furthermore,the boat access channel connecting the existing marina basin at the site to Gardiners Bay has become unnavigable due to sedimentation. Accordingly,the purpose of the proposed action Is to prevent further erosion of the subject property shoreline and to re-establish a navigable connection between the existing marina basin and Gardiners Bay. More specifically,as detailed on the project plans(Attachment D),the proposed action would encompass a 4.4-acre project area within the overall 18.34±acre subject property and includes the following elements: > In-kind replacement of 1,323±linear feet of existing functional and non-functional bulkheading located along the Gardiners Bay shoreline and the perimeter of the marina basin. A total of 900± cubic yards of materials dredged and excavated from the site(see below)would be Installed landward of the replacement bulkhead as backfill. The replacement bulkheading along the Gardiners Bay shoreline would be installed well of the existing dilapidated bulkhead and Just landward of the mean high water line,as delineated by VHB on February 1,2013. VHB Engineering,Surveying and Landscape Architecture,P.C. 2150 Joshua's Path,Suite 300 Hauppauge,New York 11788 631.234.3444■FAX 631.234.3477 www.vhb.com Ref: 28836.00 Mr.Stephen A.Ryba October 25,2013 Page 2 > Installation of a 455±-linear foot rock revetment along the seaward side of the replacement bulkheading along the Gardiners Bay shoreline. A total of 600±cubic yards of materials would be excavated from this area and deposited as backfill behind the replacement bulkhead. A rock revetment consisting of a 24-inch layer of five-to-15 pound blanket stones topped by four-to-eight ton toe stones and three-to-eight ton cap stones would be installed along the seaward side of the replacement bulkhead. > Dredging of the existing boat access channel connecting the marina basin with Gardiners Bay to a depth of five feet below mean low water. A total of 4,022±cubic yards of materials would be dredged from the channel.The dredge spoils would be dewatered within two, 3,300 square-foot temporary dredge spoil drying areas to be located within upland areas to the south and east of the marina basin. Approximately 300±cubic yards of dredge spoils would be utilized as backfill landward of the replacement bulkhead. The remaining dewatered dredge spoils would be deposited on-site within several inactive settling lagoons associated with historic oyster processing operations at the subject property(or at other approved upland locations). The settling lagoons are located within an upland area at the central portion of the site and approximately 250 feet from the nearest tidal wetlands. > In-kind replacement of 186±linear feet of the existing functional and non-functional timber jetties located along either side of the aforementioned dredged channel. The jetties would be replaced seaward to mean low water,with the portions of the existing jetties located below mean low water to be abandoned. > Removal of an existing fixed timber dock within the marina basin and installation of a 132- foot long,eight-foot wide timber floating dock. > Construction of temporary,on-site access driveways to facilitate movement of vehicles, equipment and materials within the proposed project area. ' As depicted on the enclosed National Wetlands Inventory(NWI)map excerpt(Attachment B),the work activities described above would occur within and adjacent to waters of the United States. Therefore,a permit authorization from the United States Army Corps of Engineers(USACE)would be required for the i proposed action. Based upon review of the 2012 USACE Nationwide Permit conditions,it appears that In-kind replacement of the existing bulkheading and timber jetties could be accomplished under Nationwide Permit No.3(Maintenance),which Includes activities related to: a) 'The repair,rehabilitation,or replacement of previously authorized,currently serviceable structures or fills. b) Discharges associated with removal of accumulated sediments and debris in the vicinity of existing structures,Including Intake and outfall structures and associated canals. c) Temporary structures,fills,and work necessary to conduct maintenance activity." With respect to the proposed boat access channel maintenance dredging,USACE Nationwide Permit No.35 (Maintenance Dredging of Existing Basins)includes activities related to: "Excavation and removal of accumulated sediment for maintenance of existing marina basins,access channels to marinas or boat slips,and boat slips to previously authorized depths or controlling depths Ref: 28836.00 Mr.Stephen A.Ryba October 25,2013 Page 3 for ingress/egress,whichever is less,provided the dredged material is deposited at an area that has no waters of the United States site and propersiltation controls are used." I As detailed previously,the proposed boat access channel dredging would involve the removal of accumulated sediments,in order to restore the channel to previously authorized,navigable depths,as authorized by New York State Department of Environmental Conservation(NYSDEC)Tidal Wetlands Permit No.1-4738- 00728/00004-0,dated March 3,1995,and further depicted on the aerial photograph of the subject property, dated April 7,1994(copies included as Attachments E and F,respectively). Furthermore,the dredge spoils would be deposited within approved upland locations at the site.As such,It appears that this activity could be. accomplished under Nationwide Permit No.35. It is important to note that the proposed action has been designed so as to minimize potential adverse Impacts to waters of the United States,and incorporates substantial mitigation measures,including•the--_ following: > Both functional and non-functional portions of the existing bulkheading along the shoreline of Gardiners Bay are located seaward of mean high water(see Attachment G,Photograph No.3). As detailed on the project plans,the replacement bulkhead would be installed above mean high water j and landward of the existing bulkhead,thereby increasing the net area of waters of the United States at the site,as compared to existing conditions. > Due to excessive sedimentation,the boat channel from Gardiners Bay currently only allows tidal flushing of the marina basin during storm events and/or extreme high tides.Dredging of the channel as proposed would re-establish a regular tidal cycle within the marina waters,thus restoring the formerly-connected intertidal wetlands along the eastern perimeter area of the basin. As such,a net increase of waters of the United States would result. > Following re-establishment of regular tidal flow due to dredging of the channel,low marsh cordgrass (Spartina alterniflora)would be planted within the Intertidal zone along the eastern shoreline of the marina basin In order to re-establish this native wetland community area. In order,to minimize potential adverse impacts to waters of the United States as a result of the proposed action,the following proposed erosion and sediment control measures would be utilized: i > Silt fencing and/or straw bales will be installed,as necessary,at the down-slope limits of ground disturbance,in order to prevent the transport of sediment from areas of exposed soil. > Dredge spoils would be dewatered within two,3,300 square-foot(s.f.)drying areas consisting of a plastic liner installed over a 42-inch high perimeter berm and surrounded with silt fencing. The dewatered dredge spoils will then be deposited within inactive settling lagoons located within an upland area at the central portion of the site and approximately 250 feet from the nearest tidal wetlands(or at other approved upland locations). > loam seed and mulch will be applied to all disturbed areas,as necessary. > Additional erosion and sedimentation measures may be utilized,if conditions warrant. In summary,based upon the foregoing design features,mitigation measures and erosion/sedimentation control features,no significant adverse impacts to waters of the United States are anticipated. Moreover, significant improvements over existing conditions are anticipated,due to the landward relocation of the Ref: 28836.00 Mr.Stephen A.Ryba October 25,2013 Page 4 Gardiners Bay shoreline bulkhead and the restoration of tidal flow and intertidal wetland communities within the marina basin,all of which would result in a net increase of waters of the United States,as compared to existing conditions. Accordingly,we are respectfully requesting that a Nationwide Permit Authorization be issued for the proposed action. To assist in the processing of this request,we are hereby enclosing five sets of the following: Attachment A Completed NYSDEC Joint Application for Permit Attachment B Site location map and excerpts of the USGS Topographic Map,Greenport,New York Quadrangle and National Wetlands Inventory Map Attachment C Existing conditions survey,dated February 1,2013 Attachment D Project plans—2835 Shipyard Lane Bulkhead,Revetment and Dredging Plan,dated January 24,2013 Attachment E Copy of NYSDEC Tidal Wetlands Permit No.1-4738-00728/00004-0„dated March 3,1995 Attachment F 'Historic aerial photograph of the subject property,dated April 7,1994 Attachment G Photograph Igcation map and representative site photographs Attachment H Completed United States Army Corps of Engineers Environmental Questionnaire Attachment i Copy of New York state Department of State Coastal Management Program Federal Consistency Assessment Form and Consistency Analysis For your information,we are also requesting a Tidal Wetlands Permit from the NYSDEC,as well as a Coastal consistency Concurrence form the New York State Department of State(NYSDOS)for the proposed action. Thank you for your cooperation in this matter. If additional Information is required,or should you have any i questions,please do not hesitate to contact me. Sincerely, VHB Engineering,Surveying and Landscape Architecture,P.C. David Kennedy,M.S. �I Project Scientist f DK/Im enc. \p roJ\Longlsland\28836.00 Shlzen Holel\ProJRecords\FinalDocs\Ryba USAGE letter 1025]3.doa Received OCT 9. 9 7013 JOINT APPLICATION FORM NYSD For Permits/Determinations to undertake activities affecting streams,waterwacpaStal ReM waterbodles,wetlands,coastal areas and sources of water supply. New York You must separately apply for and obtain separate Permits/Determinations from US Army Corps of State each Involved agency prior to proceeding with work.Please read all Instructions. Engineers(USACE) APPLICATIONS TO 1. NYS Department of Environmental Conservation 2. US Army Corps of Engineers 3. NYS Office of 4. NYS Depart- General Services ment of State Check all permits that apply: Check all permits that apply: ❑Stream Disturbance ❑Coastal Erosion ❑Section 404 Clean Water Act Check all permits that Check If this ❑' Excavation and FIJI In Management ❑Section 10 Rivers and Harborsapply: applies: Navigable Waters ❑Wild,Scenic and Act E3 State Owned Lands ❑' Coastal ❑� Docks,Moorings or Recreational Rivers El Nationwide Water Consistency nwide Permit(s)-Identify utility Concurrence Platforms E3 Water Supply Number(s): Easement 13 Dams and Impoundment 13 Long Island Well No.3 (pipelines, Structures ❑Aquatic Vegetation Control No.35 conduits, ❑. 401 Water Qualitycables,etc.) ❑Aquatic Insect Control Certification Preconstruction Notification- ❑Docks, ❑Freshwater Wetlands ❑Fish Control I] Y / ❑ N Moorings or I]Tldal Wetlands ❑Incidental Take of Endan- Platforms gered/Threatened Species ❑r I am sending this application [31 I am'sending this El I am sending I] I am sending this application to this agency. to this agency. application to this this application agency. to this a en . S. Name of Applicant(use full name) Applicant must be: 6. Name of Facility or Property Owner(If different than OWDo Ltd.clo Dr.Kazuko Tatsumura Hlllyer,President ❑' Owner Applicant) ❑r Operator Mailing Address 20 West 64th Street,Suite 24E ❑Lessee Mailing Address (check all that apply) Post Office City New York Taxpayer ID(If applicant Post Office City Is NOT an Individual): State NY Zip Code 10023 134032817 State Zip Code Telephone(daytime) Email Telephone(daytime) Email (212)799-9711 7. Contact/Agent Name 8. Project/Facility Name Property Tax Map Section/Block/Lot Number David Kennedy Proposed Bulkhead Replacement,Revetment 10001038.00107.00/007.001 Construction and Maintenance Dredging Company Name Project Location-Provide directions and distances to roads,bridges and bodies of waters: VHB Engineering,Surveying and Landscape Property Is located at Cleaves Point on Gardiners Bay,just east of the southern terminus of Architecture,PC Shipyard Lane(see street address below). Mailing Address 2150 Joshua's Path,suite 300 Street Address,If applicable Post Office City State Zip Code 2835 Shipyard Lane East Marion NY 11939 Post Office City Hauppauge Town/Village/City County Town of Southold Suffolk State Zip Code Name of USGS Quadrangle Map Stream/Water Body Name NY 11788 Greenport,NY Gardiners Bay Telephone(daytime) Location Coordinates: Enter NYi Ms In kilometers,OR Latitude/Longitude (631)234-3444 Email NYTM-E NYTM-N Latitude Longitude dkennedy@vhb corn 41.114218 N -72.340740 W For Arien`cv Use Only'. ':DEC Application Number`:-' ' USACE Number: I JOINT APPLICATION FORM 09/10 This is a 2 Page Application Application Form Page 1 of 2 Both Pages Must be Completed .JOINT APPLICATION FORM-PAGE 2 OF 2 Submit this completed page as part of your Application. 9. Project Description and Purpose; Provide a complete narrative description of the proposed work and Its purpose.Attach additional page(s)If necessary.Include:description of current site conditions and how the site will be modified by the proposed project;structures and fill materials to be Installed; type and quantity of materials to be used (i.e., square R of coverage and cubic yds of fill material and/or structures below ordinary/mean high water)area of excavation or dredging,volumes of material to be removed and location of dredged material disposal or use; work methods and type of equipment to be used; pollution control methods and mitigation activities proposed to compensate for resource Impacts;and where applicable,the phasing of activities. ATTACH PLANS ON SEPARATE PAGES. See attached. Proposed Use: ❑ Private ❑ Public ❑Commercial Proposed Estimated Start Date: spring 2014 Completion Date: fall 2014 Has Work Begun on Project? ❑Yes El No If Yes,explain. Will Project Occupy Federal,State or Municipal Land? ❑Yes No If Yes,please specify. 10. List Previous Permit/Application Numbers(If any)and Dates: NYSDEC Tidal Wetlands Permit No.1-4738-00728100004-0,issued March 3,1995 to Aquafood Properties Ltd.Partnership 11. WIII this project require additional Federal,State,or Local Permits Including zoning changes? El Yes ®No If yes,please list: Town of Southold Board of Trustees Wetlands Permit and Town of southold Building department Building Permit. 12. Signatures.If applicant Is not the owner,both must sign the application. I hereby affirm that Information provided on this form and all attachments submitted herewith Is true to the best of my knowledge and bellef. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Further,the applicant accepts full responsibility for all damage,direct or Indirect,of whatever nature,and by whomever suffered, arising out of the project described herein and agrees to Indemnify and save harmless the State from sults, actions,damages and costs of every name and description resulting from said project In addition,Federal Law, 18 U.S.C.,Section 1001 provides for a fine of not more than$10,000 or Imprisonment for not more than 5 years,or both where an applicant knowingly and willingly falsities, conceals,or covers up a material fact;or knowingly makes or uses a false,fictitious or fraudulent statement. Signature of Applicant Printed Name Title Date Signature of caner Printed Name Title Date David Kennedy Project Scientist Oct.22.2013 nature o n Printed Name Title Date For Agency Use Only DETERMINATION OF NO PERMIT REQUIRED Agency Project Number has determined that No Permit Is required from this,Agency for the project described In (Agency Name) this application. Agency Representative: Name(printed) Title i Signature Date JOINT APPLICATION FORM 09/10 Application Form Page 2 of 2 Engineering,Surveying and Landscape Architecture,PC. Request for Nationwide Permit Authorization Proposed Bulkhead Replacement,Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County,New York Suffolk County Tax Map No.:District 1000—Section 038.00—Block 07.00—Lot No.007.001 Joint Application for Permit Form Attachment Paee2.Item 9—Proiect Description and Purpose The applicant is proposing to conduct a bulkhead replacement,revetment construction and maintenance dredging project at portions of the subject property,which was formerly utilized as an oyster processing facility and for boat maintenance and repair. Due to tidal action and coastal storms,including Hurricane Sandy,the subject property shoreline has experienced severe erosion. Furthermore,the boat access channel connecting the existing marina basin at the site to Gardiners Bay has become unnavigable due to sedimentation. Accordingly,the purpose of the proposed action is to prevent further erosion of the subject property shoreline and to re-establish a navigable connection between the marina basin and Gardiners Bay. More specifically,as detailed on the project plans,the proposed action would encompass a 4.4-acre project area within the overall 18.34±acre subject property and includes the following elements: ➢ In-kind replacement of 1,323±linear feet of existing functional and non-functional bulkheading located along the Gardiners Bay shoreline and the perimeter of the marina basin. A total of 900± cubic yards of materials dredged and excavated from the site(see below)would be installed landward of the replacement bulkhead as backfill. The replacement bulkheading along the Gardiners Bay shoreline would be installed landward of the existing dilapidated bulkhead and just landward of the mean high water line,as delineated by VHB on February 1,2013. ➢ Installation of a 455±-linear foot rock revetment along the seaward side of the replacement bulkheading along the Gardiners Bay shoreline. A total of 600±cubic yards of materials would be excavated from this area and deposited as backfill behind the replacement bulkhead. A rock revetment consisting of a 24-inch layer of five-to-15 pound blanket stones topped by four-to- eight ton toe stones and three-to-eight ton cap stones would be installed along the seaward side of the replacement bulkhead. ➢ Dredging of the existing boat access channel connecting the marina basin with Gardiners Bay to a depth of five feet below mean low water. A total of 4,022±cubic yards of materials would be dredged from the channel.The dredge spoils would be dewatered within two,3,300 square-foot temporary dredge spoil drying areas to be located within upland areas to the south and east of the marina basin. Approximately 300±cubic yards of dredge spoils would be utilized as backfill landward of the replacement bulkhead. The remaining dewatered dredge spoils would be deposited on-site within several inactive settling lagoons associated with historic oyster processing operations at the subject property(or at other approved upland locations). The settling lagoons are located within an upland area at the central portion of the site and approximately 250 feet from the nearest tidal wetlands. In-kind replacement of 186±linear feet of the existing functional and non-functional timber jetties located along either side of the aforementioned dredged channel. The jetties would be replaced seaward to mean low water,with the portions of the existing jetties located below mean low water to be abandoned. ➢ Removal of an existing fixed timber dock within the marina basin and installation of a 132-foot long,eight-foot wide timber floating dock. ➢ Construction of temporary,on-site access driveways to facilitate movement of vehicles, Engineering,Surveying and Landscape Architecture,P.C. equipment and materials within the proposed project area. As depicted on the enclosed National Wetlands Inventory(NWI)map excerpt,the work activities described above would occur within and adjacent to waters of the United States. Therefore,a permit authorization from the United States Army Corps of Engineers(USACE)would be required for the proposed action. Based upon review of the 2012 USACE Nationwide Permit conditions,it appears that in- kind replacement of the existing bulkheading and timber jetties could be accomplished under Nationwide Permit No.3(Maintenance),which includes activities related to: a) 'The repair,rehabilitation,or replacement of previously authorized,currently serviceable structures or fills. b) Discharges associated with removal of accumulated sediments and debris in the vicinity of existing structures,including intake and outfall structures and associated canals. c) Temporary structures,fills,and work necessary to conduct maintenance activity." With respect to the proposed boat access channel maintenance dredging,USACE Nationwide Permit No. 35(Maintenance Dredging of Existing Basins)includes activities related to: "Excavation and removal of accumulated sediment for maintenance of existing marina basins, access channels to marinas or boat slips,and boat slips to previously authorized depths or controlling depths for ingress/egress,whichever is less,provided the dredged material is deposited at an area that has no waters of the United States site and proper siltation controls are used." As detailed above,the proposed boat access channel dredging would involve the removal of accumulated sediments,in order to restore the channel to previously authorized,navigable depths,as authorized by New York State Department of Environmental Conservation[NYSDEC]Vidal Wetlands Permit No.1-4738- 00728/00004-0,issued March 3,1995,and further depicted on the aerial photograph of the subject property,dated April 7,1994. Furthermore,the dredge spoils would be deposited within approved upland locations at the site.As such,it appears that this activity could be accomplished under Nationwide Permit No.35. It is important to note that the proposed action has been designed so as to minimize potential adverse impacts to waters of the United States,and incorporates substantial mitigation measures,including the following: Both functional and non-functional portions of the existing bulkheading along the shoreline of Gardiners Bay are located seaward of mean high water(see Attachment G,Photograph No.3). As detailed on the project plans,the replacement bulkhead would be installed above mean high water and landward of the existing bulkhead,thereby increasing the net area of waters of the United States at the site,as compared to existing conditions. Due to excessive sedimentation,the boat channel from Gardiners Bay currently only allows tidal flushing of the marina basin during storm events and/or extreme high tides.Dredging of the channel as proposed would re-establish a regular tidal cycle within the marina waters,thus restoring the formerly-connected intertidal wetlands along the eastern perimeter area of the basin. As such,a net increase of waters of the United States would result. ➢ Following re-establishment of regular tidal flow due to dredging of the channel,low marsh cordgrass(Spartina alterniflora)would be planted within the intertidal zone along the eastern shoreline of the marina basin in order to re-establish this native wetland community area. In order to minimize potential adverse impacts to waters of the United States as a result of the proposed action,the following proposed erosion and sediment control measures would be utilized: � F Engineering,Surveying and Landscape Architecture,P.C. ➢ Silt fencing and/or straw bales will be installed,as necessary,at the down-slope limits of ground disturbance,in order to prevent the transport of sediment from areas of exposed soil. Dredge spoils will be dewatered within two,3,300 square-foot drying areas consisting of a plastic liner installed over a 42-inch high berm and surrounded by silt fencing. The dewatered dredge spoils will then be deposited within inactive settling lagoons located within an upland area at the central portion of the site and approximately 250 feet from the nearest tidal wetlands(or at other approved upland locations). Loam seed and mulch will be applied to all disturbed areas,as necessary Additional erosion and sedimentation measures may be utilized,if conditions warrant. In summary,based upon the foregoing design features,mitigation measures and erosion/sedimentation control features,no significant adverse impacts to waters of the United States are anticipated. Moreover, significant improvements over existing conditions are anticipated,due to the landward relocation of the Gardiners Bay shoreline bulkhead and the restoration of tidal flow and intertidal wetland communities within the marina basin, all of which would result in a net increase of waters of the United States,as compared to existing conditions. Accordingly,we are respectfully requesting that a Nationwide Permit Authorization be issued for the proposed action. \\Nylldata\projectt\28836 00 shizen Hotel\docs\Permits\Wetlands\USACE\USAGE Joint App Attachment Page 2,Item 9.docx Attachment B Y F• SITE LOCATION MAP STREET ADDRESS: 2835 Shipyard Lane MUNICIPALITY, STATE, ZIP: East Marion, Town of Southold, New York 11939 SUFFOLK COUNTY TAX MAP NUMBER: District 1000- Section 38—Block 7— Lot 7.001 COORDINATES: LAT.: 41.114422 N Lon.: -72,340740' W AERIAL IMAGERYS©URCE: Google Earth -3 b •` 44"4 tia, 8 0 p a � 4��'q s �,7 9 4 i ;Ki e-si x �`, S�a. � ay ! 4 AJ RN ��q � � " F x «, ^ I" l � x es a - '�-- - IV- 77 QV ffi � s .fr r V , z. 1e 151x •y ; ` .' fr EXCERPT OF USGS TOPOGRAPHIC MAP STREET ADDRESS: 2835 Shipyard Lane MUNICIPALITY, STATE, ZIP: East Marion, Town of Southold, New York 11939 SUFFOLK COUNTY TAX MAP NUMBER: District 1000 - Section 38—Block 7— Lot 7.001 COORDINATES: LAT.: 41.114422' N Lon.. -72.3407402 W BASE MAP SOURCE: United States Geological Survey Topographic Map- Greenport, New York Quadrangle EXCERPT OF NWI MAP STREET ADDRESS: 2835 Shipyard Lane MUNICIPALITY, STATE, ZIP: East Marion, Town of Southold, New York 11939 SUFFOLK COUNTY TAX MAP NUMBER: District 1000- Section 38—Block 7—Lot 7.001 N COORDINATES: LAT.: 41.114422` N Lon.: -72.340740° W BASE MAP SOURCE: United States Fish and Wildlife Service- National Wetlands Inventory New York State Department of Environmental Conservation Building.40—SUNY, Stony Brook,New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0373 Langdon Marsh Commisaloner March 3, 1995 i . Aquafood Properties Ltd. Partnership 330 South Street Morristown, NJ 07962 RE: 1-4738-00728/00004-0 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read 'all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which i o be- con picuously posted at the project site a protected m the weat er. 1 Ve tru yours, John A. eland Environme tal Analyst I JAW:cg enclosure i�printed on recycled paper i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00728/00004-0 March 3, 1995 FACILITY/PROGRAM NUMBER($) PE I T EXPIRATION DATE(S) Order the Envira owtal March 31, 2000 Conservation Law TYPE OF PERMIT ■ New 0 Renewal 0 Modification U Permit to Construct 0 Permit to Operate ■ 6NYCRR 608: Water Quality 0 Article 27, Title 7; 6MYCRR 360: 8 Article 15, Title 5: Protection Certification Solid Waste Management of Waters 0 Article 17, Titles 7, 8: SPDES 0 Article 27, Title 9; 6NYCRR 373: , 0 Article 15, Title 15: Water Hazardous Waste Management supply 0 Article 19: Air Pollution Control 0 Article 34: Coastal Erosion 0 Article 15, Title 15: Water Nanegement Transport 0 Article 23, Title 27: Mined Land Reclamation 0 Article 36: Floodplain 0 Article 15, Title 15: Long Management Island Wells 0 Article 24: Freshwater Wetlands 0 Articles 1, 3, 17, 19, 27, 37; 0 Article 15, Title 27: Wild, ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control Scenic and Recreational Rivers 0. Othert PERMIT ISSUED TO TELEPHONE NUMBER Aquafood Pro tie's Ltd. Partnership (516). 728-1450 ADDRESS OF PERMITTEE 330 South Street Morristown NJ 07962 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER En-Consultants Inc. 1329 North Sea Rd. Southampton NY 11968 (516) 283-6360 NAME AND ADDRESS OF PROJECT/FACILITY Aquafood Properties Ltd. Partnership Property 2835 shipyard Lane East Marion NY 11939 LOCATION OF PROJECT/FACILITY SCTM #01000-038-07-07.1 (Cleves Point) COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Gr rt Harbor E: 723.2 N: 4554.3 o�IPTIGY CF AAMIZM XTivi7Y Replace within 18m, 1,438to of existing timber bulkhead. Maintenance dredge a 2201 x 2040 basin and a 501 x 2701 channel to 101 below mean low water. The resultant 3,8001 cubic yards of dredge spoil will both be used as backfill for the 1,43811 of replacement bulkhead or temporarily dewatered in a 1501 x 2701 diked spoil area to the east of the channel. Ultimately, the dewatered spoil will be removed further upland to an approved site for final disposal. The project shell be in accordance with plans stamped NYSDEC approved on 03-02-95. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2) and any Special Conditions included as part of this permit. \ [EDEPUTYNAL PERMIT ADMINISTRA- ADDRESS Hammarth Bldg. 40, SUNY, Room 219, Stony Brook, NY 11790-2356 IGNNATURE DATE ll�. March 3, 1995 Page 1 of 5 CEiIHzA' L 0301TICNS Inspections 1 . The permitted site or facility, including relevant records, is subject to in- spection at - reasonable hours and intervals by an authorized representative of the Depa r trrent of F_rry i ronrenta i Conservation (the Depa r mmt) to determine whether the permittee is ca-rplying with this permit and the ECL. Such represen- i tative rrey order the work suspended pursuant to ECL 71-0301 and SAPA 401 (3) . copy of this permit, including all referenced maps, dranoings and special conditions, rrust be available for inspection by the Department at all tirres at the project site. Failure to produce a copy of the permit upon request by a Deparmmnt representative is a violation of this permit. Permit Changes and Plenwo I s 2. The Department reserves the right to modify, suspend or revoke this permit when: a) the scope of the permitted activity is exceeded or a violation of any coalition of the permit or provisions of the ECL and pertinent regula- tions Is found; b) the permit ms obtained by misrepresentation or failure to disclose relevant facts; c) rxw rreterial info mration is discovered; or d) envlromrental conditions, relevant technology, or applicable Ian► or regulation have rreterIaIIy changed since the permit was issued. 3. The permittee must submit a separate written application to the Department for renenal, modification or transfer of this permit. Such app) ication must include any forms, fees or suppimmntal infomrntion the Department requires. Any renem 1, m)dification or transfer granted by the Department crust be in writing. 4. The pe rmi t t ee must sub-ni t a renero I app I i cat ion at I eas t: a) 110 days before expiration of permits for State Pollutant Discharge Elimination System (SFCES), Hazardous V�hste ibbnagwmnt Facilities (BVF), m3 j or Air Po I I ut i on Cont ro I (APC) and So I i d ftste Nbnagerent Facilities (SVF); and b) 30 days before expiration of all other permit types. 5. L,hless expressly provided for by the Departrrent, , issuance of this permit does not modify, supersede or rescind any order or determination perviously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Other Legal CbIIgat Ions of Permittee 6. The permittee has accepted expressly, by the execution of the app 11cbtion, the full legal ' responsibility for all daTeges, -*direct or indirect, of whatever nature and by whairever suffered, arising out of the project described in this permit and has agreed to indermify and save harmless the State from suits, actions, dwmges and costs of every nare and description resulting from this project. 7. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impa( rrrent of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. S. The permittee is responsible for obtaining any other permits, approvals, lands, easumnts and rights-of v%ey that may be required for this project. Page 2of 5 95Msa(79_) 15. Tidal Wetland ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (Title S),'24, 25, 34 and 6 NYCRR Part 605( ) 9 That if future operations by the State of Now York require ,in al- other environmentally deleterious materials associated with the teration in the position of the structure or work herein authorized,or project- if. in the opinion of the Department of Environmental Convet atton 1.1 Any material dredged in the prosecution of the work herein permitted it shalt cause unreasonable obstruction to the free navigation of said shall be removed evenly without leaving large refuse piles,ridges across eaters or flood floc%or endanger the health. safety or sselfare or the bed of a waterway or floodplain or deep holes that may have a the people or the.State, or cause lois or demitiction of the natural tendency to cause damage to navigable channels or to the banks of resources of the State.,the owner ma%be ordered by the Department to remove or alter the structural work.obstructions,or hazards caused '"''ttenvaY thereby without expense to the State,and it.upon the expiration or '14 There shall be no unreasonable interference with navigation by the work revocation of this permit, the structure. fill. excavation, or other herein authorized. modification of the watercourse hereby authorized shall not be cont- 13. If upon the expiration or revocation of this permit,the project hereby pleted.the owners, shall,without expense to the State• and to such authorized has not been completed,the applicantshall,without expense extent and in such time and manner a;the Department of Environmental to the State,and to such extent and in such time and manner as the Conservation may require,remove all or any portion of the uncompleted Department of Environmental Conservation may require,remove all cir structure or fill and restore to its former condition the navigable any portion of the uncompleted structure or fill and restore the site and flood capacity of the watercourse.No claim shall be made against to its former condition.No claim shall be made against the State of the State of New York on account of any such removal or alteration. New York on account of any such removal or alteration. 10 That the State of New York shall in no case be liable for any damage 16. If granted under 6 NYCRR Part 608. the NYS Department of Environ- or injury to the structure or work herein authorized which may be caused mental Conservalion hereby certifies that the subject project will not by or result from future operations undertaken by the State for the contravene effluent limitations or other limitations or standards under conservation or improvement of na%igation,or for other purposes,and Sections 301, 302.303,306 and 307 of the Clean Water Act of 1977 no claim or right to compensation shall accrue from any such damage (PL 95.217)provided that all of the conditions listed herein are met. 11. Granting of this permit does not reliese the applicant of the responsi- 17. All activities authorized by this permit must be in strict conformance bility of obtaining any other permission, consent or approval from with the approved plans submitted by the applicant or his agent as part the U.S.Army Corps of Engineers,U.S.Coast Guard,New York State of the permit application. Office of General Services or local government which may be required. 12: All necessary precautions shall be taken to preclude contamination Such approved plans were prepared by Stamped NYSDBC of any wetland or waterway by suspended solids, sediments, fuels. Approved on x/7/95 solvents,lubricants,epoxy coatings.paints,concrete,leachate or any SPECIAL CONDITIONS f 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. • Any debris or excess material from construction of this pr03ect •shall be completely removed from the adjacent area. (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or Protected buffer areas as a result of the permitted activity. -4. All peripheral berms, cofferdams, rock revetments, seawalls, gabions, bulkheads etc. shall be completed prior to* placement of any fill material behind such structures. t I5. Equipment operation below apparent high water is strictly ' prohibited. 6. The new bulkhead shall be constructed -within a maximum of 1811, seaward of the structure, measured from face of old sheathing to face of new sheathing (as shown on the approved I x-section) . I INC PERMIT NUMBER j 1-4738-00728/00004-0 I'ROCRA.1t FACILITY NUMBER 1 Page _.3_of__5_ - 95-2a6f(7187)-2Sc NEW YORK STATE DEPART AENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS For Artide_ 25 ( Tidal Wetland 7. There shall be. no discharge of runoff or other effluent over or through any bulkhead or shoreline stabilization structure or into any tidal wetland or adjacent area. 8. All dredged material shall be disposed on an approved upland site and be retained so as to not re-enter any water body, tidal wetland, or protected buffer area. 9. Excavated sediments shall be placed directly into the approved disposal site or conveyance vehicle. No sidecasting (double dipping) or temporary storage of dredge material is authorized. 10. The use of a dragline for dredging' is strictly prohibited. 11. For maintenance dredging projects, permittee shall submit a Notice of Commencement prior to each dredging occurrence, specifying the disposal site (including an updated site plan) . Upon completion a Notice of Completion specifying the amount of dredged material deposited at the approved disposal site must be submitted. 12. The permittee shall remove all derelict vessels from the boat basin prior to the dredging operation. The debris shall be removed to an approved upland disposal facility. 13. The 12" diameter pipe through the bulkhead shall be eliminated. The discharge shall be redirected to upland drywells. Supplementary Special Conditions (A) through (F) attached ` I i DEC PERMIT NUMBER 1-4738-00728/00004-0 FACILITY ID NUMBER PROCRAM NUMBER . Page 4 of 5 y 56-�l• �- • � .�D / 1��yS v`X70d_46'&odNlmv_L d dogyVH 1.yodJv3aY9 No d1rr5d3ncLYdd . l � SNIP,'.4C0. - U7 53IJ-YFdoyd QoO_lVO b d d o_d N 25•B0'50-,� _ -9/V/903y4 32ND'N31N/P'G,� - aVYH,Y Ing OySodobd M >�S9El l 'A'it 104 E l-££:�-: � t N.� � I •�. -CIM II ' OO/ pJr 0 U ' -- -..._ • :_- :-ewe,.:] �� ?O � MI•o� �� II r •� r . r 1 Zri y C - I• 1 0 i T � � � O 1 �iy p y d A 10 Ir IL 1' . � _ � �oytnosjo•aL�Y� �rinW'D�;i �bn9►+�bfroM'N(�� --salla \ o o � S17S1dsL1(ol 1Lb'M .0(b ?d ?.� _..• c �b�M Q(9 11790 rydW r(L cs,9cILs \ ' d'o9w 90 w r1Nmmy p(s l�l✓l19.9 (t X7AM IVb',f'NQ d.w&;raNitrV3) 71V'£ 1_:gl02 'jlVM �V 79NND'N7 il 1v5W MIM K1d30 �� ` �'3lotM�3�a�jnS3cD�3��7oc71/Vo7/volSo�:950dJ'�'Z � If S2 1sa _ e� :r+ne !� -MAP ov N® II J di S d 3 �ddtd WOF!lSJ6/H,•07�I-to�dris , ,e \ J Hazo L O � 3 " o Q Q '°• t • o .e' d c • y o • u NYSDEC APPROVED AS PER TERMS AND , NDITIONS OP PE No./-Y�w -oo D z g �—:"SULTArNTS CEA Ro, N `G'•' ":TOi, V.Y. 11968 C'•-233-'0360 P40POSED 6V.4 k9V 1) sago MQ1A17,=N4NcE- jDgrD6/Aj6 902 AQUAFOpD PROPERtlE5 Im ORCg, E1JPDRT GfLL_�T1-f= Frye HARIgOR AT 6AEr 1PoRT,5UFF04K,P s J .� .gur�r7irlG SPCTIO11 THRO WW . BACX p F_ LI �caraEeo area.) (a)L'rl"wA�rJ ' r 1AW =o'-o' I �•/'�A4 C� M = - VAPAUS- y10� �B` - ,4REA7D BEDRED�ED (ApPROX. 3r�D0 GY. SAnlD,CoB8L5� - �'rro;�' ; 10'frm DF Io'r b'PiLe rl �Exsoavwc !.• SF OA) TNRO NSR WOO rap A4- =o'-u' P 'W �x •' a la dY 16' �O f' J pp,gpVED �S PER TERMS CSF p v ASID CO.:yI Civ _�73a- GO PEtt'hIT L.O. � ,14 /Roves SG A DIK6 P,ve J/[D --��— SPOIL SIT-E: m � DIKE , s' ' 470 'J MORT SECT/viy ?NIR U /N I TI A L SPO/IL QC PD 3 ,vim'.. f�.3 Y.Y. 11968 PROPOSED 6vl KNEAD AAI D MQ1NTFNANcE DREDGInIG FOR ALWAFODD PROPERTIES 17v A49MERwo aq c Edpor HARBOR AT GRE�,JPoRT,SUFF019IN SHEET 3 Attachment F . ..... . . . . . . . "\ / \ « \ �2< Al" y < HISTORIC AERIALPHOTOGRAPH STREET DRQE km Shipyard e MUNICIPALITY, STATE,ZIP: East Marion,Town aSouthold,NewYork x&g SUFFOLK COUNTY TAX MA NUMBER: Distric!,«0-secti#—B� 47—Lot 7.001 COORDINATES: LAT.:«4,4422 N w»-72.340740'W AERIAL IMAGERY SOURCE:Google Earth Attachment G PHOTOGRAPH LOCATION MAP STREET ADDRESS: 2835 Shipyard Lane MUNICIPALITY, STATE,ZIP: East Marion,Town of Southold.New York 11939 SUFFOLK COUNTY TAX MAP NUMBER:District 1000-Section 38—Block 7—Lot 7.001 } COORDINATES: LAT.:41.114422°N Lon.:-72.340740VV AERIAL IMAGERYSOURCE:Goode Earth s eEngineering,Surivying,and landscape Archile tum, PC;: i Photograph No. 1:View of Gardiners Bay from Shipyard Lane,showing a functional section of the shoreline bulkhead. .yam A � P Photograph No.2:View of the Gardiners Bay shoreline bulkhead,with both functional and non functional sections of the bulkhead visible. Engineering,SurveYing and LandscapeAreshiteclum, PC; r x r. Photograph No.3:View of non-functional portion of the shoreline bulkhead,located seaward of mean high water and the proposed replacement bulkhead location(as indicated by the arrows). M a t n. V ary, i Photograph No.4: View of the boat access channel,with functional and non-functional portions of the f existing timber jetties visible along both sides of the channel. Engineering.Surveying and Lands-cape Architecture, P I Photograph No.5:View of the boat access channel,with the marina basin visible in the background. y x F n >Y F r yy Phots ra h No.6:View of the marina basin,showing the existing timber dock(left side of photograph) and functional bulkheads. eEngineering,Surtwying and 1,anr cape Arcb1tecture,PC„ zS x x . f Photograph No.7.View of tidal wetland vegetation along the east side of the marina basin, Photograph No.8:View of one of several inactive settling lagoons located within upland portions of the subject property. Attachment H Engineering, Surveying and Landscape Architecture,P.C. Request for Nationwide Permit Authorization Proposed Bulkhead Replacement,Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold ' Suffolk County,New York Suffolk County Tax Map No.:District 1000—Section 038.00—Block 07.00—Lot No.007.001 Environmental Questionnaire General Questions—Applicable to All Projects 1. Explain the need for,and purpose of,the proposed work. ` Due to tidal action and coastal storms,including Hurricane Sandy,the majority of the existing bulkheading along the Gardiners Bay shoreline has become non-functional,and the area landward of the bulkheading has been severely eroded. Furthermore,the boat access channel connecting the existing marina basin at the site to Gardiners Bay has become unnavigable due to sedimentation. Accordingly,the purpose of the proposed action is to protect and prevent further erosion of the subject property shoreline and to re-establish a navigable connection between the marina basin and Gardiners Bay. 2. Provide the names and addresses of property owners adjacent to your work site(if not shown on the application form or project drawings). The names and addresses of adjacent property owners are shown on the existing conditions survey and the project plans(Attachments C and D of this application package,respectively). 3. Photographs of the project site should be submitted.For projects in tidal areas,photographs of the waterway vicinity should be taken at low tide.Using a separate copy of your plan view, indicate the location and direction of each photograph as well as the date and time at which the photograph was taken.Provide a sufficient number of photographs so as to provide a clear understanding of conditions on and proximate to your project site. dated representative site photographs and a photograph location map are provided as Attachment G. 4. Provide a copy of any environmental impact statement,or any other environmental report which was prepared for your project. No environmental impact statements or other environmental reports regarding the proposed action have been prepared. S. Provide a thorough discussion of alternatives to your proposal.This discussion should include, but not necessarily be limited to,the"no action"alternative and alternative(s)resulting in less disturbance to waters of the United States.For filling projects in waters of the United States, including wetlands,your alternatives discussion should demonstrate that there are no practicable alternatives to your proposed filling and that your project meets with current mitigation policy(i.e.avoidance,minimization and compensation). Under the"no action alternative",in-kind replacement of the mostly non-functional bulkheading located along the Gardiners Bay shoreline and construction of the shoreline revetment would / I ®Engineering, Surveying and Landscape Architecture,P.C. not occur. As such,erosion of this shoreline area would continue,resulting in further loss of property and eventually undermining the foundations of existing buildings at the site located proximate to the shoreline area. No other practicable alternatives exist that would prevent further erosion of the shoreline area,beyond in-kind replacement of the previously-authorized bulkheading and installation of a previously-authorized revetment(copy of New York State Department of Environmental Conservation Tidal Wetlands Permit No.1-4738-00728/00004-0, dated March 3,1995,included as Attachment E). It is important to note that,under existing conditions,functional and non-functional portions of the existing bulkheading along the shoreline of Gardiners Bay are located seaward of mean high water(see Attachment G, Photograph No.3). As detailed on the project plans(Attachment D),the proposed replacement bulkhead would be installed above mean high water and landward of the existing bulkheading, thereby resulting in a net increase in the area of watdrs of the United States,as compared to existing conditions. Under the"no action alternative",no net increase in waters of the United States would occur. Due to excessive sedimentation,the boat access channel is currently unnavigable,and, therefore,the marina basin is now landlocked and effectively isolated from Gardiners Bay with respect to boat travel. Under the"no action alternative",the boat access channel would not be dredged to formerly established depths,and no boat access would be possible. No other practicable alternative to dredging exists that would accomplish the applicant's goal of restoring a navigable connection between the marina basin and Gardiners Bay. It is noteworthy that dredging of the channel as proposed would also re-establish a regular tidal cycle within the marina basin waters,thus restoring the formerly-connected intertidal wetlands located along the eastern perimeter area of the basin. As a result,a net increase of waters of the United States would result. Under the"no action alternative",no net increase in waters of the United States would occur. Dredging Projects 1. Indicate the estimated volume of material to be dredged and the depth(below mean low water)to which dredging would occur.Would there be overdepth dredging? An estimated volume of 4,022±cubic yards of materials are proposed to be dredged from the boat access channel,to a maximum depth of five feet below mean low water. 2. You can apply for a ten-year permit for maintenance dredging.If you wish to apply for a ten- year permit,please provide the number of additional dredging events during the ten-year life of the permit and the amount of material to be removed during future events. The boat access channel is known to have refilled with materials quickly following prior dredging events. As such,it is anticipated that 3 additional maintenance dredging events would be necessary during the ten year period following the initial proposed dredging event,in order to maintain navigable conditions within the channel. It is further anticipated that a minimum volume of 1,000±cubic yards of materials would be removed from the channel during each subsequent dredging event. 3. Indicate on your drawings the dewatering area(if applicable)and disposal site for the dredged material(except landfill sites).Submit a sufficient number of photographs of the dewatering and disposal sites as applicable so as to provide a clear indication of existing conditions.For ten-year maintenance dredging permits,indicate the dewatering/disposal sites for future dredging events,if known. Dewatering and dredge spoil deposit sites are indicated on the project plans and depicted in representative site photographs(Attachments D and G,respectively). Dewatering and disposal sites for dredge spoils from future dredging events would occur at approved upland locations. Engineering,Surveying and Landscape Architecture,P.C. 4. Describe the method of dredging(i.e.clamshell,dragline,etc.)and the expected duration of dredging. It is anticipated that clamshell dredging of the boat access channel as proposed would be complete in 4t weeks. S. Indicate the physical nature of the material to be dredged(i.e.sand,silt,clay,etc.)and provide estimated percentages of the various constituents if available.For beach nourishment projects, grain size analysis data is required. Based upon field observations,it is anticipated that dredge spoils would consist primarily of sand and shell lag,with lesser components of gravel-and cobble-sized materials. 6. Describe the method of dredged material containment(i.e.hay bales,embankment,bulkhead, etc.)and whether return flow from the dewatering/disposal site would reenter any waterway. Also indicate if there would be any barge overflow. Dredge spoils would be dewatered within two 3,300 square-foot temporary dredge spoil drying areas to be located within upland areas to the south and east of the marina basin. Plastic liners would be installed along the surfaces of the dredge spoil drying areas and over 42-inch high earthen berms to be constructed around the drying area perimeters. Silt fencing would be installed and maintained outside of the earthen berms. It is anticipated that some return flow from the two dewatering areas may enter re-enter the waterway;however,based upon the sedimentation controls described above,it is not anticipated that any significant adverse sedimentation impacts would occur. It is not anticipated that significant barge overflow would occur during the proposed dredging activities. Mooring Facilities 1. It is generally recommended that any fixed piers and walk ramps be limited to four feet in width,and that floats be limited to eight feet in width and rest at least two feet above the waterway bottom at mean low water.Terminal floats at private,noncommercial facilities should be limited to 20 feet in length.If you do not believe your proposal can meet with these recommendations,please provide the reason(s). _ As detailed on the project plans(Attachment D),the existing fixed timber dock located within the marina basin is proposed for removal. The proposed floating dock would be eight feet in width. 2. Using your plan view,show to scale the location(s),position(s)and size(s)(including length, beam and draft)of vessel(s)to be moored at the proposed facility,including those of transient vessel(s)if known. The purpose of the proposed action is to protect and prevent further erosion of the subject property shoreline by in-kind replacement of bulkheading and to re-establish a navigable connection between the marina basin and Gardiners Bay by dredging the boat access channel to former depths. No development is planned as part of the proposed action. As such,details regarding fueling or pumpout facilities are not available or applicable to the proposed action. 3. For commercial mooring sites such as marinas,indicate the capacity of the facility and indicate on the plan view the location(s)of any proposed fueling and/or sewage pumpout facilities.If pumpout facilities are not planned,please discuss the rationale below and indicate the ®Engineering,Surveying and Landscape Architecture,P.C. distance to the nearest available pumpout station. As indicated previously,the purpose of the proposed action is to protect and prevent further erosion of the subject property shoreline by in-kind replacement of bulkheading and to re- establish a navigable connection between the marina basin and Gardiners Bay by dredging the boat access channel it to former depths. No commercial mooring sites or development are planned as part of the proposed action. As such,details regarding fueling or pumpout facilities are not available or applicable to the proposed action. 4. Indicate on your plan view the distance to adjacent marine structures,if any are proximate and show the locations and dimensions of such structures. No existing marine structures are located adjacent to the proposed project area. S. Discuss the need for wave protection at the proposed facility.Please be advised that If a permit is Issued,you would be required to recognize that the mooring facility may be subject to wave action from wakes of passing vessels,whose operations would not be required to be modified.Issuance of a permit would not relieve you of ensuring the integrity of the authorized structure(s)and the United States would not be held responsible for damages to the structure(s)and vessel(s)moored thereto from wakes from passing vessels. As detailed on the project plans(Attachment D)the majority of the marina basin'is landlocked and not subject to wave action from wakes of passing vessels. Furthermore,in-kind replacement of the existing timber jetties located along the perimeter of the boat access channel is proposed from the marina basin seaward to mean low water. Based upon these considerations,it is not anticipated that additional wave protection for the marina basin would be necessary. Bulkheading/Bank Stabilization/Filllne Activities Answer the following if your project includes construction of bulkheading(also retaining walls and seawalls)with backfill,filling of waters/wetlands,or any other bank stabilization fills such as riprap, revetments,gabions,etc. 1. Indicate the total volume of fill(including backfill behind a structure such as a bulkhead)as well as the volume of fill to be placed into waters of the United States.The amount of fill in waters of the United States can be determined by calculating the amount of fill to be placed below the plane of spring high'tide in tidal areas and below ordinary high water in non-tidal areas. 5 As detailed on the project plans,a total of 900±cubic yards of dredged and excavated materials from the boat access channel and the proposed revetment location would be installed landward of the proposed replacement bulkhead as backfill. A rock revetment consisting of a 24-inch layer of five-to-15 pound blanket stones topped by four-to-eight ton toe stones and three-to-eight ton cap stones would be installed along the seaward side of the replacement bulkhead. No additional fill is proposed to be placed within waters of the United States as part of the proposed action. 2. Indicate the source(s)and type(s)of fill material. Proposed backfill materials for the area'landward of.the replacement bulkhead would be dredged from the boat access channel or excavated from the proposed revetment area.,Based upon field observations,it is anticipated that these materials would consist primarily of sand and shell lag,with lesser components of gravel-and cobble-sized materials.The blanket,toe and cap stones that would comprise the proposed revetment would be obtained from local and/or regional sources. I I ®Engineering,Surveying and Landscape Architecture,P.C. 3. indicate the method of fill placement(i.e.by hand,bulldozer,crane,etc.).Would any temporary fills be required In waterways or wetlands to provide access for construction equipment?If so,please indicate the area of such waters and/or wetlands to be filled,and show on the plan and sectional views. Fill placement would occur by mechanical means(e.g.,crane,excavator,bulldozer),as well as by hand. No temporary fills for construction equipment access are proposed within waters or wetlands. i \\Nyhdata\projects\28836.O0 Shizen Notel\docs\Permits\Wetlands\USAGE\USACE Environmental Questionnalre.dxz a ,t r f " p fiF y s � m h 1 40 Ilk f {. p f r ell A4 If, n a € a g��1 1*q fi� � p 'M"h � �`p `�� tfr. �•- �� }`-� aN �_ � - £ a x y K r � � E � ` '�_ .. . • :d.. .: §.¢'�r f .it .r eE ... > .s $ tie .. .:&` a � ' a O ' 1 10 SITE f LOCATION SITE: 2835 Shipyard Lane East Marion, Town of Southold, SUFFOLK COUNTY111 •u :•�, a; • COORDINATES: LAT.: 41.114422' N Lon.: -72.340740' W,i' AERIAL IMAGERY • Google 1114 .'Y 'l ,� �• •• n -"'" ."'''F�i.� • • 25 •0 1 10 Oa • • • •• ••• 6 2T • TIF SIE 1 • ` --� Cnill5 �� _ ./' ! Ypolul 57 Pt f 39 of 3 ndy 2b • e@ .... Youngs Pt { 67 { JA N 2 0 2016 _. T awn 0 I i EXCERPT OF USGS TOPOGRAPHIC MAP SITE: 2835 Shipyard Lane East Marion, Town of Southold, Suffolk County, New York SUFFOLK COUNTY TAX MAP NUMBER: District 1000 - Section 38— Block 7— Lot 7.1 COORDINATES: LAT.: 41.114422° N Lon.: -72.340740° W N AERIAL IMAGERY SOURCE: USGS Topographic Map—Greenport, NY Quadrangle NP` �► r PHOTOGRAPH LOCATION MAP SITE: 2835 Shipyard Lane East Marion, Town of Southold, Suffolk County, New York LJ� E E V E SUFFOLK COUNTY TAX MAP NUMBER: District 1000 - Section 38 — Block 7 — Lot 7.001 COORDINATES: LAT.: 41.114422 N Lon.: -72.340740 W Pd JAN 20 201E AERIAL IMAGERYSOURCE: Google Earth N i � 40k • _ y' -... ft A �IRrOI x 4d Photograph No. 1: View of the non-functional bulkhead along the Gardiners Bay shoreline(January 6, 2016). JAN 2 0 2016 ScuzScid icwn B fT ��1 "Ab r � -est � ,.y-�.•� � .;�:.�+ _� `rMj A'- 4 Photograph No.2:View of the shoreline bulkhead from the southern terminus of Shipyard Lane(January 6,2016). FJAN E 2 0 2016 s Sea;hUid Tcwn ( fT -Vhb .� ;�►, ,y� ,� .tea_. - - -• _ .� - " .•.c.. - , tea. It • .��'� , Photograph No.3:View of accumulated sediment and non-functional jetties within the boat channel (January 6,2016). n L..' E , it L' JAN 2 G i' Scu;kid Tcwn l? f Tr e vhb _ r r- r il. Photograph No.4:View of accumulated sediment within the boat channel,with the boat basin visible in the background(January 6,2016). 1I�l' 1 , E 1 , i JAN 202-016 ,. 5C,i,hGid Tcwn f Tr e �.. _. ' s r•^ -�,� .� �� syr� 1.r' �• ��y .`,•� ; A& Photograph 2016). D fir" -,7 JAN 2 i 2016 Board hb i tr Photograph No.6:View of vegetated tidal wetlands and site of the proposed wetland planting plan at the eastern portion of the boat basin(January 6,2016). V IE7 V I JAN 2 G 2,;1]6 f Tru tees "vIi r� WII t i f Photograph No. 7:View of the existing dilapidated dock at the western portion of the boat basin (January 6,2016). M . : IA A.1 3�' .r.. ice. �. yy� �C. a � �• .� - a: - Photograph No.8:View of the non-bulkheaded shoreline area to the east of the boat channel,with the remains of the boat channel jetties visible in the background(January 6,2016). C EINE JAN 202016 L Southo TcTcwn a of T 11 2?N 11-02IN ° q 07 _ ♦' 1 INTCN UNE ` 1° ^°S 3 x tx. OS x10x t1060x T d0 ] O �, 2 0 1 xo d+ d^ O 61]-W OgOyp, "M1 TOYM d0 PM1 P NrlgnrN ^b♦�{ /d SEE SEC NO tSx P, aa,aae P + SEE SEC.NO,0J] I u 3° x]e 2 owtn]Bpr,y d m d+ ro] sour— a 17 ° a z � 'NI• u a F 1 � ICW.v,uN1 `IA wwalcgoa. SEE 8EG NO III a... �� 9�,kw, ,.a m, 8 Ne o FD?B QO VA PD 65 ••'- ^^ – – -- --�-- �-•– --•-- NOTICE +• ', COUNTYOFSUFFOLK © K soulNo,n SECTION NO Real Property Tax Service Agency Y N --� — — — -- c.— N � n �� 38 mw r ?J Y1 exr m 0 �m ,mCi No 1000 PROPERTY MM ]0�N•I t � _ t rFS ', VE PATRICIA C. MOORE Attorney at Law 51020 Main Road 2 8 2016 Southold,New York 11971 Tel:(631)765-4330 Southold Town Fax:(631)765-4643 ' Bparj of September 27, 2016 Southold Town Trustees Town Hall Annex 54375 Route 25 Southold, NY 11971 By Hand Re: OKI-DO LTD. Premises: 2835 Shipyard Lane, East Marion SCTM#1000-38-7-7.1 Dear Mr. Bredemeyer: I am in receipt of your letter dated September 21, 2016 and there appears to have been a complete breakdown in communications. Our expectation that this soil sample taken under proper scientific protocols would address the Board's concern is based on the following communications: On April 26, 2016 revised plans with corrections and revisions requested by the Trustees were filed with the Trustees. These modifications were made at-the Trustee's request. Since we were not privy to the Trustee's communication with Mr. Kiely, former Assistant Town Attorney, the following time line after our re-submission is for clarification and in support of our reasonable expectations that the report finding no contamination would satisfy the Trustees and bring the application to a favorable conclusion: • June 2ND, the Board was discussing whether sediment soil samples would be required. We asked Mr. Kennedy of VHB to provide us with guidance of the proper protocol and scope of work, and analysis, which is professionally recommended and generally accepted practices by State and Federal agencies. • This scope of analysis and procedures was provided to Mr. Kiely prior to initiating any soil testing. We believed that there was agreement in the professional scope of work and procedures. • At my client's great expense, under the guidance of a Senior project Manager of VHB, following appropriate chain-of-custody and following EPA standards, obtained the core samples which were analyzed by a professional laboratory. • While we appreciate Mr. Bredemeyer's professional background with sediment sampling, it is not advisable for the president of the Trustees to become a witness to the process in the event of litigation. My client retained the services of professionals with the credentials to complete the scope of work and laboratory testing. Your letter of September 21ST is disturbing in that the Trustee's wetland permit and Coastal Erosion permit are the final regulatory permits required. I would-remind the Board that the NYSDEC and other applicable State and Federal agencies have reviewed the proposed application and after extensive review and conditions approved the application. Furthermore, prior to approving the application, theses agencies determined that based on the scope of work, the application is a SEQRA type 11 action. The extra step the Trustees have taken to investigate the soil conditions exceed the standards taken by all the other regulatory agencies. The Board's additional inquiry was completed professionally and thoroughly. Prior to the Trustee's request for testing, our professionals had no expectation of contamination. As you know, the area to be dredged is minimal and limited to the channel. Tidal flushing of the marina basin waters has occurred during most storm tides, moreover heavy commercial activity within the basin has not occurred since the Oyster Factory closed more than 30 years ago. NO dredging is proposed within the basin. We are willing to meet with the Board at your convenience. The threat of a SEQRA positive declaration given the limited scope of the project, the review and approval by other State and Federal agencies and their SEQRA determination, and the submission of professionally obtained and professionally tested soil samples, is contrary to the SEQRA process. My client wishes to protect her property. The bulkhead work not only protects the owner's property but also protects the adjacent Town Road (Shipyard Lane). Most importantly to the State and Federal agencies, the wetland restoration is a significant ecological benefit. The wetland restoration creates a habitat for resident fish species, benthic invertebrates and various other marine organisms that occur within Gardeners Bay, as well as local terrestrial wildlife. These are beneficial environmental impacts which the Trustees promote. If the Board does not wish to meet with us, then we ask that the application be returned to the calender and approved. The proposed activities have regulated time frames which must be followed. Very truly yours, Patricia C. Moore PCM/bp c: Assistant Town Attorney Damon Hagan Town Engineer, Michael Collins Town Planning Department PATRICIA C. MOORE Attorney at Law 51020 Main Road -T Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 www.mooreg Uts.co MEMORANDUM TO: BOARD OF TRUSTEES -CE IV ED FROM: PATRICIA C. MOORE ESQ. AUG 1 9 2016 DATE: August 19,, 2016 Southold Wn SUBJECT: OKI DO LTD 1000-38-7-7.1 --3oard of Trusteea The proposed dredging of the channel to the existing boat basin is a beneficial environmental action which is intended and will improve the environmental conditions of the property. Please note that the dredging should be considered"maintenance dredging"as this channel has been dredged previously under a prior maintenance dredging permit. The proposed re-dredging of the boat channel from Gardiner's Bay to the boat basin to its former width and depth represents the restoration of previously-existing conditions. Currently,the boat basin is land-locked, and tidal flushing of the marina basin waters currently occurs only during storm events and/or extreme high tides. Restoration of regular tidal flow to the boat basin would result in a significant ecological benefit to the overall ecology of the site and surrounding area through creation of habitat for resident fish species, benthic invertebrates and various other marine organisms that occur within Gardiners Bay, as well as local terrestrial wildlife. These ecological benefits were recognized by the New York State Department of Environmental Conservation(NYSDEC) and United States Army Corps of Engineers (USACE), during the permit application review process by the two agencies. With respect to the NYSDEC in particular, dredging of the boat channel would result in restoration of "Littoral Zone Wetland" conditions from what is currently a"Formerly Connected Tidal Wetland," as described in the NYSDEC's tidal wetland category descriptions. Moreover, as conditions of the two agency permits (NYSDEC Tidal Wetlands Permit and Water Quality Certification, dated May 6, 2014, and the USACE Individual Permit, dated August 25, 2015), a wetland planting plan was required to further enhance ecological conditions within the boat basin. Specifically, a 5,086±-square-foot area at the eastern portion of the boat basin will be planted with smooth cordgrass (Spartina alterniflora), which is a native herbaceous plant that occupies a vital role in coastal ecosystems by providing shoreline stabilization/protection and wildlife habitat for a variety aquatic and terrestrial species. Smooth cordgrass also serves as the base of an extensive food chain involving many marine organisms. As smooth cordgrass is an intertidal zone plant, implementation of the planting plan required by the NYSDEC and USACE is contingent upon restoration of daily tidal flow to the marina basin. With regard to dredge area material analysis. The owner has completed a core analysis using the parameters previously described. Attached is the report showing the location of the core sample and results. No hazardous substances were found. Based upon the foregoing, dredging of the boat channel would provide a significant net ecological benefit to the boat basin and Gardiners Bay, and is also necessary as a requirement of the NYSDEC and USACE permits. Please return this matter to the Board's calender and we respectfully request that the Wetland Permit and Coastal Erosion permit be issued in accordance with the NYSDEC, Department of Army and Department of State permits so that the property can be protected from further storm damage and wetlands restored in accordance with the State and Federal permits. p EIS DD AUG 1 9 2016 Southold Town Board of Trustees pE C CSI V EDD AUG71 9 2016 � Southnl;l 1os�n p,,,., ,r To: Patricia C.Moore,Esq. Date: August 17,2016 Memorandum Project#: 28836.00 From: Bryan Murty Re: Basin Sediment Sampling Results Senior Project Manager 2835 Shipyard Lane VHB Hamlet of East Marion,Town of Southold Suffolk County,New York This correspondence summarizes the results of a sampling event conducted on July 28,2016 at the 2835 Shipyard Lane site(Figure 1 in Attachment A). The sampling was conducted in response to the Town of Southold Board of Town Trustees expressed concerns that bottom sediments within the site boat basin may have been impacted by historic oyster processing and boat maintenance/repair activities at the property. It is important to note that no dredging of the boat basin sediments is proposed,only dredging of the channel connecting the boat basin with Gardiner's Bay will be completed as part of the project. Further, during the time period when the aforementioned site activities occurred,the boat basin was connected to Gardiners Bay by a regularly dredged, navigable boat channel. As a result,the boat basin was subject to a semidiurnal tidal cycle that flushed the boat basin twice daily. Accordingly, there was no reasonable expectation that contaminants from any potential release associated with historic site activities would have accumulated within the bottom sediments of the boat basin. However,as a conservative measure,VHB personnel visited the site on July 28,2016 in order to collect a bottom sediment sample from the southern portion of the boat basin,adjacent to the northern terminus of the boat channel from Gardiners Bay(as shown on Figure 2 in Attachment A). Sample MethodologX The sample location was collected approximately one foot below the water surface in order to be considered as representative of the bottom sediments within the boat basin that could be reasonably expected to be disturbed during any potential dredging activities(site photographs included in Attachment Q. Sampling equipment utilized was field decontaminated with a detergent solution (Alconox and potable water)and potable water rinse prior to sample collection.The bottom sediment sample was characterized by VHB field staff and inspected for visual or olfactory evidence of contamination (i.e.,staining and/or odors). The bottom sediment sample was observed to consist of light brown sand with no visual evidence of staining or odors(as indicated in the soil boring log provided in Attachment D). Furthermore, upon collection,the sample was screened utilizing a photoionization detector(PID)l for the presence of volatile organic compounds(VOCs). As indicated in the sample boring log in Attachment D, no PID detections were observed during the sample collection. The sediment sample was placed directly into laboratory-supplied glassware and stored in a cooler packed with ice, pending transport to York Analytical Laboratories,Inc.(York),a New York State Department of Health(NYSDOH) Environmental Laboratory Approval Program (ELAP)and National Environmental Laboratory Accreditation Program (NELAP)-certified laboratory,with appropriate chain-of-custody. The bottom sediment sample was analyzed for 1 A PID is a handheld field instrument capable of detecting a wide range of volatile organic compounds(VOCs). 100 Motor Parkway Suite 135 Hauppauge,NY 11788-5120 P 631.787.3400 I \ Ref: 28836.00 August 17,2016 Page 2 Target Compound List of VOCs plus methyl-tert-butyl ether(MTBE) using United States Environmental Protection Agency(USEPA) Method 8260,TCL semi-volatile organic compound (SVOCs) using USEPA Method 8270,Target Analyte List(TAL) metals using USEPA Methods 6010 and 7471, pesticides using USEPA Method 8081 and polychlorinated biphenyls(PCBs) using USEPA Method 8082. Sample Results Laboratory analytical results for the sediment sample were compared to the New York State Department of Environmental Conservation (NYSDEC) Part 375 Table 375-6.8(a) Unrestricted Use Soil Cleanup Objectives,June 2006 (UUSCOs),which is the most stringent standard available for evaluation of soil conditions. As indicated in Table 1 in Attachment B,there were no VOCs,SVOCs, pesticides or PCBs detected above laboratory method detection limits (MDLs) (laboratory analytical data included in Attachment Q. With respect to metals, naturally occurring metals were detected in the sediment sample. However, no metals were detected above their respective NYSDEC Part 375 UUSCOS. Based upon the laboratory analytical results(laboratory analytical data included in Attachment D of this memorandum),the bottom sediments within the boat basin are unlikely to be impacted above the most stringent soil standards promulgated by the NYSDEC,as indicated in the representative sediment sample collected. 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( z i+ 1-srt '•t.s rs� - - uif - `iYt',iJ'd rYi S ,�irs•!xra�„ri .. - r-� �r rets Fo t45€i, t fiy 1q c`�t3s rw• y 1 }. z� ,art,,•^": `-t.. r Y", 'y. tm _ d• v�ft': •FJ` { 2 e {= _ - - *h'a •8q'* ai:x»2 y x_ ry 'C11q^ +f Ws<.s f - y fTi <4 r� xaz'7 - 'Ys. i= '.I z# `rd;- •-�°' �"r�'` .r'n`..�•' - - max_`°-. ..:'�'.�..�;i,Aa`.a:s,,.z'-' " FIGURE 1 — SITE LOCATION MAP SITE NAME: Proposed Shizen Hotel/Dredge Sampling LOCATION: 2835 Shipyard LanejN' �arv4� CITY, STATE, ZIP: East Marion, New York 11939 =., Project: 28836.00 SOURCE: MapQuest `�'vhb " p bF at 0q5VOCZ ""` �y.�� ':-ar'rT—"ti�'Wa Hwy f '��' .'R• .,l '�' y � � 4�, `� il�}� �9[� T'C�Y�r�ys �� yt�R' `t5. �' I�. :�1'� 3�,., �E►�-. -w,, n�KW t� '..'�.`�.k+•�.�r1,t, a"rfii r `.��i�t,�.; � y � s�� +(+�i��rt�.r''"�'•**��'`� .� >.rw h.�'• F�k'�'d',�"��t� 1 >�+ �{i',�y �.�' `^ a s.a r'l',1,� • rit ch�r]!y'�Ja.,�� .^ .yA ../S h �.a;��'" •- _"':r'.p' \„�� t � " _,_ 4 7 l '-.'t�j�'�1,��`,f+�J��".,'3F .Ti„ ,� rI� ll .�,,,.„y'�4t.r^r ✓lr. � 'S. s ii ! 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FIGURE 2 — DREDGE SAMPLE LOCATION SITE NAME: Proposed Shizen Hotel/Dredge Sampling E 0 E I VE I SN LOCATION: 2835 Shipyard Lane CITY, STATE, ZIP: East Marion, New York 11939 AUG 1 9 2016 Project: 28836.00 SOURCE: Google Earth `�'% Sou'thoi�d io+�n �Vhb f Trustees 1 - Attachment B Tables QEIV F 4' AUG 1 9 2016 TOUNid Town �}4aBn rd of T eg TABLE 1 SUMMARY OF BASIN SEDIMENT ANALYTICAL DATA PROPOSED SHIZEN HOTEL/SEDIMENT SAMPLE 2835 SHIPYARD LANE EAST MARION,NEW YORK ":!NY5DECPart 375;',3 � 28 ,- Uifiditrictedpse'Soll Tn97/ 12016� W6nup Objectives V61SU1760W on efjFfii�rq�,7, _rrildcB260T��jp _g ,p�_ ,11 1-- 1- 4 1,1,1,2-Tetrachloroethane 0.0021 Ury 1,1,1-Trichloroethane 018 00021 U 1,1,2,2-Tetrachloroethane - 0.0021 U 1,1,2-Tnchloro-1,2,2-trifluoroethane(Freon 113) ^ 00021 U 1,1,2-Tnchloroethane - 00021 U 1,1-Dichlorcethane 027 00021 U 1,1-Dichloroethylene 0.33 00021 U 1,1-Dichloropmpylene - 0.0021 U 1,2,3-Tnchlarobenzene 0.0021 U 1,2,3-Trichloropropane 0.0021 U 1,2,4-Trichlorobenzene - 0.0021 U 1,2,4-Trimethylbenzene 3.6 00021 U 1,2-Dibroma-3-chloropropane 00043 U 1,2-Dibromoethane 0.0021 U 1,2-Dichlorobenzene 11 0.0021 U 1,2-Dichlorcethane 0.02 0.0021 U 1,2-Dichlorapropane - 00021 U 1,3,5-Trimethylbenzene 8.4 00021 U 1,3-Dichlorobenzene 2.4 00021 U 1,3-Dichlaropmpane - 0.0021 U 1,4-Dichlorobenzene 1.8 0.0021 U 1,4-Dioxane 0.1 0.086 U 2,2-Dichloropropane - 00021 U 2-Butanone 012 00021 U 2-Chlorotoluene - 00021 U 2-Hexanone - 0.0021 U 4-Chlorotoluene - 0.0021 U 4-Methyl-2-pentanone - 00021 U Acetone 005 0 OD43 U 0 D043 U Acrolein 0 D021 U Acrylonitrile Benzene 0.06 0.0021 U Bromobenzene - 00021 U Bromochloromethane00021 U Bromodichloromethane ..0021 U Bromoform 0.0021 U Bromomethane, 0.0021 U Carbon disulfide 0.0021 U Carbon tetrachloride 076 0.0021 U Chlorobenzene 1.1 0.0021 U Chloroethane - 0.0021 U Chloroform 037 00021 U Chloromethane - 0.0021 _U cis-1,2-Dichloroethylene 0.25 00021 U cis-1,3-Dichloropropyfene0-0021 U Cyclohexane 00021 U Dibromochloromcthane 0.0021 U Dibromomethane 0.0021 U Dichlorodifluoromethane 0 OD21 U Ethyl Benzene 1 0.0021 U Hexachlorabutadiene 00021 U lsopropylbenzene 0 D021 U Methyl acetate 0.0023 1 Methyl tert-butyl ether(MTBE) 0.93 04021 U Methylcyclohexane - 0.0021 U Methylene chloride 0.05 0.0043 U n-Butylbenzene 12 00021u n-Pmpylbenzene 3 9 1.0.21 U o-Xylene 00021 U p-&mr-Xylenes 00043 U p-isopropyltoluene - 00021 U sec-Butylbenzene 21 0 OD21 U Styrene - 00021 U tert-Butyl alcohol(TBA) - 0 OD43 U ten-Butylbenzene 5.9 00021 U Tetrachloroethylene 1.3 0.0021 U Toluene 0.7 0.0021 U trans-1,2-Dichlaroethylene 0.19 0 D021 U trans-1,3-Dichlaropropylene - 0.0021 U Trichloroethylene 047 00021 U Trichlorofluoromethane - 0.0021 U Vinyl acetate 00021 U Vinyl Chloride 0.02 00021 U .Xvlenes,Total 0.26 0.0064 U NOTES: Any Regulatory Exceedences am color coded by Regulation E C E I E mg&g-milligram per kilogram(aka.parts per million) NYSDEC-New York State Department of Environmental Conservation Q IS the Qualifier Column with definitions as follows: D-rcstift is from an analysis that required a dilution R 0 UG 1 9 2016 J,arclytc detected at or above the MDL(method detection limit)but below the RL(Reporting Limit)-data is estimatedA U=analyte not detected at or above the let cl indicated B,analyte found in the analysis batch blank Ewartilt is estimated and cannot be accurately reported due to levels encountered or interferences NT--this indicates the anadym wasnot a target for this sample Southold lows -this indicates that no regulatory limit has been established for this analyteof Trustees %14 6IJib 28836.00 vill TABLE I SUMMARY OF BASIN SEDIMENT ANALYTICAL DATA PROPOSED SHIZEN HOTEL/SEDIMENT SAMPLE 283S SHIPYARD LANE EAST MARION,NEW YORK 1'1'-Biphenyl ^ 0.048 U 1,2A5-Tetrachlorobenzene 0.096 U 1,2,4-Trichlorebenzene 0048 U 1,2-Dichlorobenzene 1.1 0.048 U 1,2-Dipheny[hydraftne(as Azobenzene) - 0.048 U 2,3-Dichlorobenzene 2.4 0.048 U 1,4-Dichlorobenzene 1.8 0048 U 2,3,4,6-Tetrachloraphenol - 0096 U 2,4,5 Trichlorophenol 0048 U 2A6-Trichlorophenol0048 U 2,4-Dlchloraphenol 0048 U 2,4-Dimethylphenol 0.048 U 2A-Dinitraphenol 009 U 2,4-Dinitratoluene 0.048 U 2,6.Dlnitratoluene 0.04: U 2-Chloronaphthalene 0.04 U 2-Chlorophenol 0.048 U 2-Methylnaphthalene - 0.048 U 2-Methylphenol 0.33 0.048 U Z-Nitroaniline - 0.096 U 2-Nitrophenol 0048 U 3-&4-Methylphenols ^ 0.048 U 3,3'-Dichlorobenzidine 0.048 U 3-Nitroaniline 0.09: U 4,6-Dinitro-2-methylphenol 0.09 U 4-Bromophenyl phenyl ether ^ 0.048 U 4-Chlaro-3-methylphenol0048 U 4-Chlaroaniline 0.048 U 4-Chloraphenyl phenyl ether 0.049 U 4-NitroanillneU 4-Nitrophenof .0.0. U Acenaphthene 20 0.048 U Acenaphthylene 100 0.048 U Acetophenone - 0.048 U Aniline - 0.19 U Anthracene 100 0.049 U Atrazine - 0.048 U Benzaldehyde 0.048 U Benzidine 019 U Benzo(a)anthracene 1 0.048 U Senzo(a)pyrene 1 0.048 U Benzo(b)fluaranthene 1 0.048 U Benzo(g,h,l)peryiene 100 0.048 U qenzo(k)fluaranthene 0.8 0.048 U Benzoic add - 0048 U Benryl alcohol 0*048 U Benzyl butyl phthalate 0.048 U Bis(Z-chlorcethoxy)methane 0048U Bis(2-chlorcethyl)ether 0.048 U Sis(2-chloralsopropyl)ether 0.048 U • Bis(2-ethylhexyl)phthalate 0.048 U Caprolactam 0.096 U Carbazole 0.048 U Chrysene 1 0.048 U Dibenzo(a,h)anthracene 033 0.048 U Dibenzofuran 7 0048 U Diethyl phthalate 0.048 U Dimethyl phthalate 0.048 U DI-n-butyl phthalate 0048 U 01-n-octyl phthalate - 0.048 U Fluoranthene 100 0.048 U Fluorene 30 0.048 U Hexachlarobenzene 0.33 0.048 U Hexachlorobutadlene - 0.048 U Henchlorricyclopentaillene 0.049 U Hexachlaroethane 0.048 U lndeno(1,2,3-cd)pyrene 0.5 0048 U Isophorone - 0048 U Naphthalene 22 0.048 U Nitrobenzene ^ 0.04: U N-Nitrosodimethylamine 0.04 U N-nitroso-di-n-propylamine 0.048 U N-Nitrosodiphenylamine - 0048 U Pentachlorophenol 08 0048 U Phenanthrene 100 0.048 U Phenol 0.33 0.048 U Pyrene 100 0.048U -Pyridine 0.19 U NOTFS- -' RECEHE Any Regulatory Exceedences are color coded by Regulation mg/kg-millignims,per kilogram(a.ka.parts per million) NYSDEC-Now York State Department ofErivivintractrat Conservation Q Is the Qualifier Column with definitions as follows: D-result is from an analysis that required a dilution AUG 1 9 2016 J=analyte detected at orabine[be MDL(method detection lint)but below the RL(Reporting Limit)-data is estimated U=analyte not detected at orabove the level Indicated B=amlyte fond in the analysis batch blank E-rcsult is estimated and cannot be accurately reported due to levels encauntrind or intcricarum Southold Town NT--dtis indicates the analyte was not a target for this sample -dus indicates that no regulatory limit has ban established for this analyte Board of Trustees QUb28836.00 .1. TABLE I SUMMARY OF BASIN SEDIMENT ANALYTICAL DATA PROPOSED SHIZEN HOTEL/SEDIMENT SAMPLE 2835 SHIPYARD LANE EAST MARION,NEW YORK DNA 4,4'-DDD 00033 00019 U 4,4'-DDE 0.0033 00019 U 4,4'-DDT 00033 00019 U Aldrin 0005 00019 U alpha-BHC 0.02 0.0019 U alpha-Chlordane 0094 00019 U beta-BHC 0.036 0.0019 U Chlordane,total - 0.076 U delta-BHC 0.04 0.0019 U Dieldrin 0.005 00019 U Enclosulfan 1 24 00019 U Endosulfan 11 2A 00019 U Enclosulfan sulfate 24 00019 U Endrin 0.014 00019 U Endrin aldehyde - 0.0019 U Endrin ketone - 0.0019 U gamma-BHC(Undane) 01 00019 U gamma-Chlordane - 00019 U Heptachlor 0 042 00019 U Heptachlorepoidde, 00019 U Methoxychlor 0.0095 U Toxaphene 0095 U M Milk lig Aluminum 696 Antimony 057 U Arsenic 13 1.25 U Barium 350 2.21 Beryllium 7.2 0.12 U Cadmium 25 0.34 U Calcium - 6,820 Chromium 4AS Cobalt 0.58 Copper so 2.86 Iron - 2,990 Lead 63 205 Magnesium - 401 Manganese 1600 22 Nickel 30 1.18 Potassium - 133 Selenium 39 1.15 U Silver 2 0.57 U Sodium - 781 Thallium 1'15 U Vanadium 6.67 Zinc 109 11.60 M 74011utlon Z Mercury 018 0034 U jo:t5f Sol I ds7-s::- --—77-�'�,7 %Solids 87.30 PBIyc f[F i� C 8)7 7 7 777*1,7��:`7411 1"'- 2- But, a- - T 77. ,—Te�n,�-�I-"� n a Aroclor 10160019 U Aroclor 1221 1,019 U Aroclor 1232 0.019 U Aroclor 1242 0.019 U Aroclor 1248 0.019 U Aroclor 1254 0.019 U Aroclor 1260 ':.2: 1 U Total PCBs 0 NOTES. Any Regulatory Exceedences are color coded by Regulation mg1ki;-milligrams per kilogram(aka parts per million) NYSDEC-New York State Department or Environmental Conservalion Q Is the Qualifier Column with definitions as follows: D--result is from an analysis that required a dilution J=analyte detected at orabove the MDL(method delmition limit)but below the RL(Reporting Limit)-data is estimated E C E I V E-5 U-aonlyte not detected at orabove the level indicated B=anttlyte found in the antilysis batch blank E=mult is estimated and cannot be accurately reported due to levels encountered or mterferences NT--this indicates the acolyte was not a target for this sample ---this indicates that no regulatory limit has been established for this analyte AUG 1 9 2016 -Southold 1011yn 28836.00 Attachment C Site Photographs C E I V E DD AUG 1 g 2016 Sou�haip To,an gaBoard of Trustf e , t . f , t�'� /t, it• r '' 'PC Y ' -- `t �_.. .•':`..';:y+',C, -.;,fit:..:;�,:' ..'�.r..5.•,',� •...w:4,w t�: y� }j� - . w'3 w:i.{>••' .:iw .a?Y-Ci�:t��`- .,t _:��y�`. rbF '�""C'.�4'ST _,:/. =nr _ .•.. "Jv'=-.c;y^:.+.ys. --- - - '?,'- .u,...9 "'' ''°'*rtS,s.-a`"`y'= .r•�h::� - '.:';_ ^='�'c.z;a' � '''-.3%:..k'�r�°=ti:,i, :-'.7"-=...�`- �r:i� "r� _'t•,�..'y'�z-�•4. .d" �`" ^45::x` - = S'_ _ '-1- •r'.S.v'�„�a` `.�,r'`tiw`-1,''�,.�•:-r� .r,s 'o`�� .. ., �. v ,��' -' ._•�� :.3:' fit,,. a 4"r" -. Vf r `^ - - ,z. yv:.c'.;. v='`'`,�ey.� awry t�,,-'`.,_'.�4r--a...,A 'bc;..�- ....:.'= •.t�`_t; i;ev:^a 1.4 (' a...- ?^4�'':t._ -i '�"r.•..�`, Com' x-a,,, -k .i�'v' -�' s-'`-. ,s=1.�`; a B ��.•. 'r,, tit*� .r;j� r'.�- •mss' m>" _ "".'�:'.+r �.`'s^.-F�:°,isr`�-..v 1"s'..•c'J:- �-�'= :n�^;y'+�: `ee.�. '++'��.,.;•�r i 'c ,�ci�y. y�� y � _trh'9�r'•'t••;'r, tea"s":'C"i+: -t�:."C::;s- �`';��•,-''r'� ' r °L+.T o J'y §� :r� ".d-' IL' ';ter' 44,•3 _��•*..r. Y,' ry.,,s3'.., .y ;�,.<.*4it,,•,a- r,- • '-,.a •5-`.,.i•F �':. _ r:.. ry;tt..io'T'.., �"..TM..`;z=`ri:��c'ieei_ T.,;_-t vC:',5...:•' }- y;' : .gyo :+�°�,. �>•.o=r-' i, •=.s.y�.^-i'"�v '$-i S�-<+,•a'�E`•; =ao^^+.:`t".':-" _.,t.. +.s2`t Photograph No. 1: Representative photograph of the sand that is proposed to be dredged. RP W— TIT r�' �V$rr r`t Pt�,a �i "F}R f'rt �.ar:.. 'r.F� ^_'•� i ,_".:. ''—'. ::,�- ^,.' ��'�^..:,;> w::c`:^•"'e: '"" �,rc-°y. r t J ,. =a-•'�.' Y�.. ": "q �`_..v Yet'-s¢`s•a'."f.,'�: '�+: �y��'}��'1;(_. x4.'..-Gs.t�g'mr:v�'",�c''da.p�•^',�•�r�.;N.1,r«-_�i..'' ,.,-'..,e '�""_=`i �a.,yf'L :.:�,.�p;�,... .•„4., -r=` 3. 1 }�' l }7 .�Rtr� x'...wa.,JejG,,-•3`t^-'.c i..'-'+i•'_'" F'= -�T'�-^ �7P�. ""4„*k�=c"%!:. %.., {�� fir,lSy1� {S,({t'il'1�6.iYp' }!�q}E.�Fr•¢',�:.,*.r"r -„5.�, i.r44.,•'a v- "S..� �r"� _ '' � �.` 4� i I'/ f`Y�4-•. N,"i-a4". 'tt�r'4 fK :.n ,`? ...,.`4•:� '~>..'�{}�.{�17 , �t f♦''. J��IIITTIN,1t� '�4 ':.`�tit�'I }�..` r <] -`�bv' 9+{..i':;-:•- :vr+'iii=''.'�'..--�:r.�•�,.'�w•''•.i:a?�4 t' goy >,, �; � �,��,�'. � si Jam±^� '• < .S Y = ��. ��,,,f��, �i�rr�t{`'�,3p �- r .,T-4, aT/AMMIM ;.Y, '�' +,A ,i,Y1§�ih,'w� �� S' `t\, I6 `i •4 /1" `',y. 1 4� /�� .....iii➢--c� '� ��' ��:'t':'r' X .sL'7� 1 �° �y qt..,�' n � � IS �s Y• n• qKy tzrr• ��t C ti>4 /r� it 3• � d I A S`�'a..d` Y-'•?,: fly�t.a � r.1�::3C••i�_ �� ' � tr •• ay.'�J.h_+:.fa""r- ".�;ti.r,�'6'}d.�kur ..2:�.L....3i� ..a..Saiafi ._SL. Sa.- � =a.—". Photograph No. 2: Photograph of the sample location where S-1 (0'-1')was taken from. View is from the south. Q � AUG 1 9 2016 Southo'�lawn B and of Trustees ?s' ',: :43i�3� �y'"�=r`�`��'� ]r-�'4` 4F7+iy•. f .. � '!'-�r�-e---�� }�� •� ice:./ `�¢_ j I�• Photograph No. 3: Photograph of the steel auger used to retrieve S-1 (0'-1'). L_ �k �.^..,Wn�c�� .Ti�1'•� 7'W�a-r+:�4♦i .SJ•�1.,�sY_'�:. to 3�.yi ,��i-".`_.••�. SeY�r.:F�ir4'�' 'ems�"�• r. }`�'�.,9�fv?�'n�'4}'•`A.sy' '�„,i`�'t��%3fiy��' '+.'�. <�'�n5 kK.:r 1,��'tbtL•4.1`}"' •,� } ,Ju �• y:�k Photograph No.4: Photograph of the S-1 (0'-1') lithology. AUG 1 g 2016 � Southold Town Board of Trusten_ Attachment D Soil Boring Log ECE � E D A I ' D UG f] ig 2016 16 9 0 Southold Twn B a of Ir" te0s -- Site Loc. Shipyard Lane,E.Marion Boring ID S-'l (0'-'I') VHB ENGINEERING,SURVEYING Weather Sheet AND LANDSCAPE Drill Job# 28836 ARCHITECTURE,P.C. Company Date 100 MOTOR PARKWAY VHB Rep KW&MP Hauppauge,New York 11788 Drillers Tel:631-787-3400 DTW Rig Depth Sample ID PID Depth .° Description Notes Recovery Reading S-1(0'-1') 0 Sand-light and dark brown. No odor 1 Broken shells Approximately 3"of water is above boring. 2 Boring taken to approximately one foot below water line. 3- 4- 5- 6- 7- 8- 9- 10- 11 4567891011 12- 13- 14- 21314 � ECN 15 16 AUG 1 g 20'. 17 Southold Tan Board f Trustees 81920 18- 19- 20 Notes: Location: Attachment E Laboratory Analytical Data FD CEI DID rAUG 1 9 2016 southol Town- JR, Vhb ECEHE ------------- AUG 19 2016 Southold Town Board of Trusteas Technical Report prepared for: VHB 100 Motor Parkway, Suite 135 Hauppauge NY, 11788 Attention: Stephen Kaplan Report Date: 08/05/2016 Client Project ID: 2835 Shipyard Lane, East Marion, NY 28836.00 York Project (SDG) No.: 16G1164 CT Cert.No.PH-0723 New Jersey Ccrt.No.CT-005 New York Cert.No.10854 PA Cem No.68-04440 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 1 of 16 \ tt {{ Jul I I Report Date: 08/05/2016 Client Project ID: 2835 Shipyard Lane, East Marion,NY 28836.00 York Project(SDG)No.: 16G1164 vHB 100 Motor Parkway, Suite 135 AUG 1 9 2016 Hauppauge NY, 11788 Attention: Stephen Kaplan Southold Town Board f Trustees Purpose and Results This report contains the analytical data for the sample(s) identified on the attached chain-of-custody received in our laboratory on July 29, 2016 and listed below. The project was identified as your project: 2835 Shipyard Lane, East Marion, NY 28836.00. The analyses were conducted utilizing appropriate EPA, Standard Methods, and ASTM methods as detailed in the data summary tables. All samples were received in proper condition meeting the customary acceptance requirements for environmental samples except those indicated under the Notes section of this report. All analyses met the method and laboratory standard operating procedure requirements except as indicated by any data flags, the meaning of which are explained in the attachment to this report,and case narrative if applicable. The results of the analyses, which are all reported on dry weight basis (soils) unless otherwise noted, are detailed in the following pages. Please contact Client Services at 203.325.1371 with any questions regarding this report. York Sample ID Client Sample ID Matrix Date Collected Date Received 16G1164-01' S-1(0'-1') Soil 07/28/2016 07/29/2016 General Notes for York Project(SDG)No.: 16G1164 1. The RLs and MDLs (Reporting Limit and Method Detection Limit respectively) reported are adjusted for any dilution necessary due to the levels of target and/or non-target analytes and matrix interference. The RL(REPORTING LIMITI is based upon the lowest standard utilized for the calibration where applicable. 2. Samples are retained for a period of thirty days after submittal of report,unless other arrangements are made. 3. York's liability for the above data is limited to the dollar value paid to York for the referenced project. 4. This report shall not be reproduced without the written approval of York Analytical Laboratories,Inc. 5. All samples were received in proper condition for analysis with proper documentation,unless otherwise noted. 6. All analyses conducted met method or LaboratorySOP requirements.See the Qualifiers and/or Narrative sections for further information. 7. It is noted that no analyses reported herein were subcontracted to another laboratory,unless noted in the report. 8. This report reflects results that relate only to the samples submitted on the attached chain-of-custody form(s)received by York. Approved : Date: 08/05/2016 PP B Y Benjamin Gulizia • Laboratory Director Page 2 of 16 , � E V _ r _ + LAUG 2016 Southold Towail Board of Trustees gnvivaon.rgo�at.-.cnr:,tiiouc��ca�vays© Sample Information Client Sample ID: 8-1(0'-1') York Sample ID: 16G1164-01 York Project(SDG)No. Client Project ID Matrix Collection Date/time Date Received 16GI 164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Volatile Organics,8260-Comprehensive Log-in Notes: Sample Notes: Sample Prepared by Method:EPA 5035A Reported to Date/time Date/Time CAS No. Parameter Result Flag Units LOD/AIDL LOQ Dilution Reference Method Prepared Analyzed Analyst 630-20-6 1,1,1,2-Tetrachloroethane ND ug/kg dry 2.1 4.3 1 EPA8260C 08/0320161702 08/04201607:59 BK Certifications: CTD0H,NELAC-NY10854,NJDEP 71-55-6 1,1,1-Trichloroethane ND ug/kg dry 2.1 43 1 EPA8260C 08/03201617:02 08104201607.59 BK Ccmfications. CPD0H,NELAC-NY10854,NJDEP,PADEP 79-34-5 1,1,2,2-Tetrachloroethane ND ug/kg dry 2.1 4.3 1 EPA8260C 08/03201617:02 08/04201607.59 BK Certifications CTD0H,NELAC-NY10854.NJDEP,PADEP 76-13-1 1,1,2-Trichloro-1,2,2-tritluoroethane ND ug/kg dry 2.1 4.3 1 EPA8260C 08/03201617.02 08104201607:59 BK (Freon 113) Certifications: CTDOII,NELAC NY10854,NJDEP 79-00-5 1,1,2-Trichloroethane ND ug/kg dry 2.1 4.3 1 EPA8260C 08/03201617:02 08/0420160759 BK Certifications: C1DOH,NELAC-NY10854,NJDEPPADEP 75-34-3 1,1-DichlorOcthane ND ug/kg dry 2.1 4.3 1 EPA8260C 08103201617.02 08104201607.59 BK Certifications: CTD0H,NELAC-NY10854.NJDEPPADEP 75-353 1,1-Dichloroethylene ND ug/kg dry 2.1 43 1 EPA8260C 08103/201617:02 08/04201607:59 BK Certifications CTD0H,NELAC-NY108S4,NJDEP,PADEP 563-58-6 1,1-Dichloropropylene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617.02 08/04201607:59 BK Certifications* NELAC-NY10854,NJDEP 87-61-6 1,2,3-Trichlorobenzene ND ug/kg dry 2.1 4.3 1 EPA 82600 08/032016 17.02 08/042016 07.59 BK Certifications: NELAC.NY10854,NJDEP 96-184 1,2,3-Trichloropropane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617:02 08/04/1016 07:59 BK Certifications: NELAC-NY10854,NJDEP 120-82-1 1,2,4-Trichlorobenzene ND ug/kg dry 21 4.3 1 EPA 8260C 08/032016 17:02 08/042016 07:59 BK Certifications. NELAC-NY10854,NJDEP 95-63-6 1,2,4-Trimethylbenzene ND ug/kg dry 2.1 4.3 l EPA 8260C 08/032016 17:02 08/042016 07:59 BK Certifications, CTD0H.NELAC-NY10854.NJDEP 96-12-8 1,2-Dibromo-3-chloropropane ND ug/kg dry 4.3 8.6 1 EPA 8260C 08/032016 17:02 08/042016 07:59 BK Certifications: CTD0H,NELAC-NY10854,NJDEP 106-934 1,2-Dibromoethane ND ug/kg dry 2.1 4.3 1 EPA8260C 08/03201617.02 08/04201607.59 BK Certifications* CPD0H,NELAC-NY10854,NJDEP 95-50-1 1,2-Dichlorobenzene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/032016 17 02 08/042016 07:59 BK Certifications: C1D0H,NELAC-NY10854.NJDEPPADEP 107-06-2 12-Dichloroethane ND ug/kg dry. 2.1 4.3 1 EPA8260C 08/03201617.02 08/04201607:59 BK Certifications. CCDOIINELAC-NY10854,NJDEPPADEP 78-87-5 1,2-Dichloropropane ND ug/kg dry 2.1 43 1 EPA8260C 08/03201617.02 08/0420160759 BK Certifications: CPD0H,NELAC-NY10854,NJDEP 108-67-8 1,3,5-Trimethylbenzene ND ug/kg dry 2.1 4.3 1 EPA8260C 08103201617.02 08/04201607.59 BK Certifications: CCD011,NELAC-NY10854,NJDEP 541-73-1 1,3-Dichlorobenzene ND ug/kg dry 21 4.3 1 EPA 8260C 08/032016 17:02 08/042016 07:59 BK Certifications* CIDOH,NELAC-NY10854,NJDEPPADEP 142-28-9 1,3-Dichloropropane ND ug/kg dry 21 43 1 EPA 8260C 08/032016 17.02 08/04201607:59 BK Certifications, NELAC-NY10854,NJDEP 106A6.7 1,4-Dichlorobenzene ND ug/kg dry 2.1 43 1 EPA8260C 08103201617.02 08/0420160759 BK Certifications. CCD0H,NELAC-NY10854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 3of16 ® E E � V AUG 1 9 2016 10urhold Town Sample Information Client Sample ID: S-1(0'-1') York Sample ID: 16G1164-01 York Project(SDG)No. Client Proiect ID Matrix Collection Date/Time Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Volatile Organics,8260-Comprehensive Lot=.-in Notes: Sample Notes: Sample Prepared by Method:EPA 5035A Reported to Date/Time Date/Time CAS No. Parameter Result Flag Units LODIMDL LOQ Dilution Reference Method Prepared Analyzed Analyst 123-91-1 1,4-Dioxane ND ug/kg dry 86 170 l EPA 8260C 08/032016 17.02 08104201607:59 BK Certifications- NELAC-NY10854,NJDEP 594-20-7 2,2-Dichloropropane ND uglkgdry 2.1 4.3 1 EPA 8260C 08/031201617:02 08/04201607.59 BK Certifications: NELAC-NY10854,NJDEP 78-93-3 2-Butanone ND ug/kg dry 2.1 4.3 1 EPA 8260C 08103201617.02 08/04201607 59 BK Certifications, CMOH,NELAC-NY10854,NJDEP 9549-8 2-Chlorotoluene ND ug/kg dry 21 4.3 1 EPA 8260C 08/032016 17:02 08/042016 07.59 BK Certifications. NELAC-NY10854,NJDEP 591-78-6 2-Hexanone ND ug/kg dry 2.1 43 1 EPA 8260C 08/03/2016 17.02 08/042016 07:59 BK Certifications: CCD011,NELAC-NY10854NJDEP 106.434 4-Chlorotoluene ND ugft dry 2.1 43 1 EPA 8260C 08/03201617:02 08/04201607:59 BK Certifications. NELAC-NY10854,NJDEP 108-10-1 4-Methyl-2-pentanene ND ug/kg dry 2.1 43 1 EPA 8260C 08/032016 17.02 08104201607.59 BK Certifications, CTD0H,NELAC-NY10854.NJDEP 67-64-1 Acetone _ ND ug/kg dry 43 8.6 1 EPA 8260C 08103201617 02 08/04201607.59 BK Certifications. CTD011,NELAC-NY10854,NJDEP 107-02-8 Acrolein ND ug/kg dry 4.3 8.6 1 EPA 8260C 08103201617.02 08/04201607:59 BK Certifications. CTD0H,NELAC-NY10854,NJDEP 107-13-1 Acrylonitrile ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617.02 08/04201607:59 BK Certifications- CTD0H,NELAC-NY10854NJDEP 71-43-2 Benzene ND ug/kg dry 21 43 1 EPA 8260C 08103201617.02 08104201607:59 BK Certifications: CTDOH,NELAC-NY10854,NJDEP,PADEP 108-86-1 Bromobenzene ND ug/kg dry 2.1 43 1 EPA 8260C 08/03201617.02 08/04201607:59 BK Certifications- NELAC-NY10854,NJDEP 74-97-5 Bromochloromcthane ND ug/kg dry 2.1 43 I EPA 8260C 08/03201617.02 08/04/20160759 BK Certifications. NELAC-NY10854,NJDEP 75-274 Bromodichloromethane ND ug/kg dry 2.1 43 1 EPA 8260C 08/032016 17.02 08/042016 07:59 BK Certifications: CTDOH,NELAC-NY10854,,NIDEP,PADEP 75-25-2 Bromofoml ND ug/kg dry 2.1 43 1 EPA 8260C 08/03201617.02 08/04201607:59 BK Certifications: CTD0H,NELAC-NYI08S4,NJDEP,PADEP 74-83-9 Bromomethane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08103201617.02 08/04201607:59 BK Certifications: CrD0H,NELACNY10854NJDEP,PADEP 75-15-0 Carbon disulfide ND ug/kg dry 2.1 43 1 EPA 8260C 08103201617:02 08/04201607:59 BK Certifications- CTDOH,NELAC-NY10854NJDEP 56-23-5 Carbon tetrachloride ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617:02 08/042016 07:59 BK Certifications: CTDOH,NELAC-NY10854.NJDEPPADEP 108-90-7 Chlorobenzene ND ug4tgdry 2.1 4.3 1 EPA 8260C 08103201617:02 08/04201607:59 BK Certifications. CTD0H,NELAC-NY10854NJDEP,PADEP 75-00-3 Chloroethane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/032016 17.02 08/042016 07:59 BK Certifications- CTD0H,NELAC-NY10854,NJDEP,PADEP 67-66-3 Chloroform ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/0320161702 08/04201607.59 BK Certifications. CTD0H,NELAC-NYI0854.NJDEP,PADEP 74-87-3 Chloromethane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08103201617:02 08/0420160759 BK Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 4 of 16 r C EJV E DD p F,U- , ,� AUG 1 9 2016 Sample Information Board of jWstees Client Sample ID: S-1(0'-1') York Sample ID: 16G1164-01 York Project(SDG)No. Client Proiect ID Matrix Collection DateiTime Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Volatile Organics,8260-Comprehensive Loy:-in Notes: Sample Notes: Sample Prepared by Method*EPA 5035A Reported to Date/Time Date/Time CAS No. Parameter Result Flag Units LOD/11IDL LOQ Dilution Reference Method Prepared Analyzed Analyst 156-59-2 cis-1,2-Dichloroethylene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617.02 08104201607:59 BK Certifications* CTD0H,NELAC-NY10B54,NJDEP 10061-01-5 cis-1,3-Dichloropropylene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/0320161702 08/04201607.59 BK Certifications. CTDOH,NELAC.NY10854,NJDEP,PADEP 110-82-7 Cyclohexane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/032016 17.02 08/042016 07.59 BK Certifications: NELAC-NY10854,NJDEP 12448-1 Dibromochloromethane ND ug/kg dry 2.1 43 1 EPAS260C 08103201617.02 08/04201607.59 BK Certifications NELAC-NY10854,NJDEP,PADEP 74-95-3 Dibromomethane ND ug/kg dry 21 4.3 1 EPA 8260C 08/0320161702 08/04201607:59 BK Certifications: NELAC-NY10854,NJDEP 75-71-8 Dichlorodifluoromethane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08103201617.02 08104201607.59 BK Ccrtifications. NELAC-NY10854,NJDEP 100-01-4 Ethyl Benzene ND ug/kg dry 2.1 43 1 EPA 8260C 08/032016 17.02 08/042016 07:59 BK Certifications: CTDOH,NELAC-NY10854,NJDEPPADEP 87-68-3 Hexachlorobutadiene N_D_ _ ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617:02 08/04201607:59 BK Certifications: NELAC-NY10854,NJDEP 98-82-8 isopropylbenzene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617.02 08/04201607.59 BK Certifications: CMDH,NELAC-NY10854,NJDEP 79-20-9 Methyl acetate 23 J ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617.02 08/04201607:59 BK Certifications- NELAC-NY10854,NJDEP 1634-04-4 Methyl tert-butyl ether(MTBE) ND ug/kg dry 2.1 43 1 EPA 8260C 08/03201617.02 08/04201607:59 BK Certifications- CTDOH,NELAC-NY10854NJDEP 108-87-2 Methylcyclohexane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617.02 08/04201607:59 BK Certifications: NELAC-NY10854,NJDEP 75-09-2 Methylene chloride ND ug/kg dry 43 8.6 1 EPA 8260C 08/03201617.02 08/042016 07.59 BK Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 104-51-8 n-Butylbenzene ND ug/kg dry 2.1 43 1 EPA8260C 08103201617.02 08/04201607:59 BK Ccrtifications: CTDOH,NELAC-NY10854.NJDEP 103-65-1 n-Propylbenzene ND ug/kg dry 2.1 43 1 EPA 8260C 08103201617.02 08/04201607.59 BK Ccrtifications CTDOH,NELAC-NY10854,NJDEP 9547-6 o-Xylenc ND ug/kg dry 2.1 43 1 EPA 8260C 08103201617.02 08/04201607.59 BK Ccrtifications: CTDOH,NELAC-NY10854 179601-23-1 p-&m-Xylencs ND ug/kg dry 4.3 8.6 1 EPA 8260C 08/032016 17.02 08/04201607:59 BK Certifications. CTDOH,NELAC-NY10854 99-87-6 p-Isopropyltoluene ND ug/kg dry 21 43 1 EPA 8260C 08103201617:02 08/04201607:59 BK certifications- CTD0H,NELAC-NY10854,NJDEP 135-98-8 sec-Butylbenzene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617.02 08104201607:59 BK Certifications: CTD0H,NELAC-NY10854,NJDEP 10042-5 Styrene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617.02 08/04201607.59 BK Certifications: CTDOH,NELAC-NY10854,NJDEP 75-65-0 tert-Butyl alcohol(TBA) ND ug/kg dry 4.3 8.6 1 EPA 8260C 08/03201617.02 08/042016 07.59 BK Certifications- NELAC-NY10854,NJDEP 98-06-6 tert-Butylbenzenc ND ug/kg dry 2.1 43 1 EPA 8260C 08103201617.02 08/04201607:59 BK Ccrtifications: CTDOH,NELAC-NY10854,NJDEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 5 of 16 ECELI V EDD AUG 1 9 2016 Sample Informationa T u e s Client Sample ID: S-1(0'-1') York Sample ID: 16G1164-01 York Prosect(SDG)No. Client Pro)ect ID Matrix Collection Date/Time Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Volatile Organics,8260-Comprehensive Log-in Notes: Sample Notes: Sample Prepared by Method:EPA 5035A Reported to Daterrime Date/rime CAS No. Parameter Result Flag Units LOD/DtDL LOQ Dilution Reference Method Prepared Analyzed Analyst 127-184 Tetrachloroethylene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/032016 17.02 08/042016 07:59 BK Certifications: CTD0H,NELAC-NY10854.NJDEP,PADEP 108.88-3 Toluene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/032016 17.02 08/04201607:59 BK Certifications. CTDOIINELAC-NY10854,NJDEP,PADEP 156-60-5 trans-l,2-Dichloroethylene ND uglkg dry 2.1 43 1 EPA8260C 08103201617.02 08/04201607:59 BK Certifications. CID0H,NELAC-NY10854,NJDEP 10061-02-6 trans-1,3-Dichloropropylene ND ug/kg dry 2.1 43 1 EPA 8260C 08/03201617.02 08/04201607:59 BK Certifications: CTD0H,NELAC-NY10854.NJDEP,PADEP 79-01-6 Trichloroethylene ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617:02 08/04201607.59 BK Certifications. CTDO11,NELAC-NY10854,NJDEPPADEP 75-69-4 Trichlorofluoromethane ND ug/kg dry 2.1 4.3 1 EPA 8260C 08/03201617:02 08/04201607.59 BK Ccmficattons. C1D0H.NELAC-NY10854.NJDEP,PADEP 108-054 Vinyl acetate ND ug/kg dry 2.1 43 1 EPA 8260C 08/032016 17.02 08/042016 07:59 BK Certifications: NELAC-NY10854,NJDEP 75-014 Vinyl Chloride ND ug/kg dry 2.1 43 I EPA 8260C 08/0320161702 08/04201607:59 BK Certifications. CTD0H,NELAC-NY10854,NJDEP,PADEP 1330-20-7 Xylenes,Total ND ug/kg dry 6.4 13 1 EPA 8260C 08/03201617:02 08/04201607:59 BK Certifications: CM0H,NELAC-NY10854,NWEPPADEP Surrogate Recoveries Result Acceptance Range 17060-07-0 Surrogate:1,1 Dicbloroethane-d4 105% 77-125 2037-26-5 Surrogate:Toluene-d8 98.1% 85-120 460-004 Sunngate:p-BromoJluorobenzene 97.0% 76-130 Semi-Volatiles,8270-Comprehensive Log-in Notes: Sample Notes: Sample Prepared by Method:EPA 3550C Reported to DatefIrime Date rime CAS No. Parameter Result Flag Units LOD/bIDL LOQ Dilution Reference Method Prepared Analyzed Analyst 92-524 1,1'-Biphenyl ND ug/kg dry 47.9 956 2 EPA 8270D OB/042016 06*47 08/052016 02:04 KH Certifications. NELAC-NY10854,NJDERPADEP 95-94-3 1,2,4,5-Tetraehl0rObenzene ND ug/kg dry 95.6 191 2 EPA 8270D 06/04201606:47 08105201602.04 KH Certifications, NELAC-NY10854,N]DEP.PADEP 120-82-1 1,2,4-Trichlorobenzene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606:47 08105201602.04 KH Certifications: CT00H,NELAC-NY10854,NJDEP,PADEP 95-50-1 1,2-Dichlorobenzene ND ug/kg dry 47.9 95.6 2 EPA 8270D 06/04201606:47 08/05201602:04 KH Certifications* NELAC-NYI0854,PADEP 122-66-7 1,2-Diphenylhydrazine(as ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/052016 02:04 KH Azobenzene) Certifications: NELAC-NY10854,NJDEPPADEP 541-73-1 1,3-Dichlorobenzene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606.47 08105201602.04 KH Certifications: NELAC-NY10854,PADEP 10646-7 1,4-Dichlorobenzene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06:47 08/052016 02:01 KH Certifications: NELAC-NY10854,PADEP 58-90-2 2,3,4,6-Tctrachlorophenol ND ug/kg dry 95.6 191 2 EPA 8270D 08/042016 06.47 08/05/201602-04 KH Certifications: NELAC-NY10854,NJDEP.PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 6 of 16 �i E C lEIVE 11.7 i <<D ;oyn AUG 1 9 2016 Sample Information a of Tr s ee Client Sample ID: S-1(0'-1') York Sample ID: 16G1164-01 York Proiect(SDG)No. Client Proiect ID Matrix Collection Date rime Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Semi-Volatiles,8270-Comprehensive Log-in Notes: Sample Notes: Sample Prepared by Method:EPA 3550C Reported to Date/Time Date/Time CAS No. Parameter Result Flag Units LODAIDL LOQ Dilution Reference Method Prepared Analyzed Analyst 95-954 2,4,5-Trichlorophenol ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06:47 08/052016 02 04 KH Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 88-06-2 2,4,6-Trichlorophenol ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06:47 08/052016 02.04 KH Certifications CTDOII,NELAC-NY10854,N1DEP,PADEP 120.83-2 2,4-Dichlorophenol ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606:47 08/05201602:04 KH Certifications- CIDOH,NELAC-NY10854,NJDEP,PADEP 105-67-9 2,4-Dimethylphenol ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104201606:47 08105201602.04 KH Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 51-28-5 2,4-Dinitrophenol ND ug/kg dry 95.6 191 2 EPA 8270D 08/04201606.47 08/05201602.04 KH Certifications, CCDOH,NELAC-NY10854,NJDEP,PADEP 121-142 2,4-Dinitrotoluene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104201606.47 09/05201602.04 KH Ccrtificanow CTD0H,NELAC-NYI0854.NJDEP,PADE•P 606-20-2 2,6-Dinitrotolucne ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104201606.47 08/052016 02 04 KH Certifications: CTDOH.NELAC-NY10854.NJDEP.PADEP 91-58-7 2-Chloronaphthalene ND ug/kg dry 47.9 956 2 EPA 8270D 08/042016 06 47 08/052016 02.04 KH Certifications. CTDOII,NELAC-NY10854,NJDEP,PADEP 95-57-8 2-Chlorophenol ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/05/201602.04 KH Certifications CTDOH,NELAC-NY10854,NJDEP,PADEP 91-57-6 2-1viethylnaphthalene ND ug/kg dry 47.9 956 2 EPA 8270D 08/042016 06:47 08105201602.04 KH Certifications- CTD0H,NELAC-NY10854,NJDEP,PADEP 9548-7 2-Methylphenol ND ug/kg dry 47.9 956 2 EPA 8270D 08/042016 06:47 08/052016 02 04 KH Certifications. CTDOIITIELAC-NY10854,NJDEPPADEP 88-744 2-Nitroaniline ND uglkg dry 956 191 2 EPA 8270D 08/04201606:47 08/052016 02 04 KH Certifications. CTDOH,NELAC-NY10854,NJDEP,PADEP 88-75-5 2-Nitrophenol ND ug/kg dry 47.9 956 2 EPA 8270D 08/042016 06 47 08/052016 02:04 KH Certifications. CIDOEI NELAC-NY10854.NJDEPPADEP 6579496-9 3-&4-Methylphenols ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06:47 08/052016 02:04 KH Certifications: CID0H,NELAC-NY10854,NJDEPPADEP 91-94-1 3,3'-Dichlorobenzidine ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606.47 08/05201602.04 Kli Certifications. NELAC-NY10854,NJDEP,PADEP 99-09-2 3-Nitroaniline ND ug/kg dry 95.6 191 2 EPA 8270D 08/04201606.47 08/05201602.04 KH Certifications: CTDOIINELAC-NY10854,NJDEP,PADEP 534-52-1 4,6-Dinitro-2-methylphenol ND ug/kg dry 95.6 191 2 EPA 8270D 08104201606:47 08/05201602.04 KH Certifications* CrDOH,NELAC-NY10854,NJDEP,PADEP 101-55-3 4-Bromophenyl phenyl ether ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104201606:47 08/052016 02 04 KH Certifications: CTD0H,NELAC-NY10854.NJDEP,PADEP 59-50-7 4-Chloro-3-melhylphenol ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/052016 02.04 KH Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 106-07-8 4-Chloroaniline ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/052016 02.04 KH Certifications- CTDOH,NELAC-NY10854,NJDEP,PADEP 7005-72-3 4-Chlorophcnyl phenyl ether ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606.47 08/05201602:04 KH Certifications, CTDOH,NELAC-NY10854,NJDEP,PADEP 100-01-6 4-Nitroaniline ND ug/kg dry 95.6 191 2 EPA 8270D 08104201606:47 08/05201602.04 KH Certifications: CTDOII,NELAC-NY10854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 7 of 16 D ECEIVE AUG 1 9 2016 Southold Town ard nf Tr ee Sample Information Client Sample ID- S-1(0'-1') York Sample ID: 16G1164-01 York Project(SDG)No. Client Project ID Matrix Collection Date/time Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Semi-Volatiles,8270-Comprehensive Lot?-in Notes: Sample Notes: Sample Prepared by Method:EPA 3550C Reported to Date/time Datelfime CAS No. Parameter Result Flag Units LOD/htDL LOQ Dilution Reference Method Prepared Analyzed Analyst 100-02-7 4-Nitrophenol ND ug/kg dry 956 191 2 EPA 8270D 08/0420160647 08/05201602:04 KH Certifications: CTD0H,NELAC-NY10854.NJDEP,PADEP 83-32-9 Acenaphthene ND ug/kg dry 47.9 956 2 EPA 8270D 08/0420160647 08105201602.04 KH Certifications: CTD011NELAC-NY10854,NJDEP,PADEP 208-96-8 Acenaphthylene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/052016 02 N KH Certifications, CIDOH,NELAC-NY10854,NJDEP,PADEP 98-86-2 Acetophenone ND ug/kg dry 47.9 95.6 2 EPA 8270D 011104/2016 06:47 08/05201602.04 KH Certifications, NELAC-NY10854,NJDEP,PADEP 62-53-3 Aniline ND ug/kg dry 191 383 2 EPA 8270D 08/04201606:47 06/05201602.04 KH Certifications, NELAC-NY10854,NJDEPPADEP 120-12-7 Anthracene ND ug/kg dry 47.9 95.6 2 EPA 8270D 06/042016 06.47 08/052016 02.04 KH Certifications: CMOH,NELAC.NY10854,NJDEP,PADEP 1912-249 Atrazine ND up)kgdry 47.9 95.6 2 EPA 8270D 08/04201606:47 06/05201602.04 KH Certifications. NELAC-NY10854,NJDEPPADEP 100-52-7 Benzaldehyde ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606:47 08/05201602.04 KH Certifications. NELAC-NY10854,NJDEPPADEP 92-87-5 Benzidine ND ug/kg dry 191 383 2 EPA 8270D 08/04201606:47 08/05201602.04 KH Certifications- CID0H,NELAC-NY10854,PA1)EP 56-55-3 Benzo(a)anthracene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606:47 08/0520160204 KH Certifications, CCDOH,NELAC-NY10854.NJDEP,PADEP 50-32-8 Benzo(a)pyrene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104201606.47 08105201602:04 KH Certifications. CI'D0H,NELAC-NYI0854,NJDEPPADEP 205-99-2 Benzo(b)fluoranthene ND ug/kg dry 47.9 95.6 2 EPA 8270D 0910412016 06:47 06/05201602.04 KH Certifications: CTDOHNELAC-NYI0854,NJDEP,PADEP 191-242 Benzo(g,h,i)perylene ND ug/kg dry 47.9 95.6 2 EPA 8270D 0810420160647 08/05201602.04 KH Certifications: CTD0H,NELAC-NY10854XJDEP,PADEP 207-08-9 Benzo(k)fluoranthene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104/2016 06:47 08/05201602.04 KH Certifications, CCDOH,NELAC-NY10854,NJDEP,PADEP 65-85-0 Benzoic acid ND ug/kg dry 47.9 95.6 2 EPA 8270D 09/04201606.47 08/05201602.04 KH Certifications, NELAC-NY10854,NJDEP,PADEP 100-51-6 Benzyl alcohol ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606:47 08105201602 04 KH Certifications- NELAC-NY10854,NJDEP,PADEP 85-68-7 Benzyl butyl phthalate ND uglkg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/052016 02.04 KH Certifications. CTDOH,NELAC-NY10854,NJDEP,PADEP 111-91-1 Bis(2-chlorocthoxy)methane ND ug/kg dry 47.9 95.6 2 EPA 8270D ostowo1606•47 08/05201602.04 KH Certifications: CTD0H,NELAC-NY10B54.NJDEP,PADEP 111-44-4 Bis(2-chloroethyl)ether ND ug/kg dry 47.9 956 2 EPA 8270D 0910V2016 06:47 08/0520160204 KH Certifications* CTDOH,NELAC-NY10854,NJDEP,PADEP 108-60-1 Bis(2-chloroisopropyl)ether ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104201606.47 08/05201602.04 KH Certifications• CTD0H,NELAC-NY10854,NJDEP,PADEP 117-81-7 Bis(2-etliylhcxyl)phthalate ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606.47 0810512016 02 04 KH Certifications: CID0H,NELAC-NY10854.NJDEP,PADEP 105-60-2 Caprolactam ND ug/kg dry 95.6 191 2 EPA 8270D 06/042016 06 47 08/052016 02.04 KH Certifications, NELAC-NY10854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 8 of 16 SCI V E DD E AUG 1 9 2016 Sample Information Board of Trustees Client Sample ID• S-1(0'-1') York Sample ID: 16G1164-01 York Project(SDG)No. Client Project ID Matrix Collection Date/time Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Semi-Volatiles,8270-Comprehensive Lott-in Notes: Sample Notes: Sample Prepared by Method:EPA 3550C Reported to Date/Time Date/Time CAS No. Parameter Result Flag Units LOD/5WL LOQ Dilution Reference Method Prepared Analyzed Analyst 86-74-8 Carbazole ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06 47 08/052016 02 04 KH Ccrtd-ications• CTDOH.NELAC-NY10854.NJDEP,PADEP 218-01-9 Chrysene ND ug/kg dry 47.9 956 2 EPA 8270D 08104201606.47 08/05201602:04 KH Certifications. CTD0H,NE1AC-NY10854,NJDEP,PADEP 53-70-3 Dibenzo(a,h)anthracene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104201606:47 08/05201602:04 KH Certifications: CrD0H,NELAC-NY10854,NJDEP,PADEP 132-64-9 Dibenzofuran ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606:47 08105201602.03 KH Certifications: CTD0H.NELAC-NY10854.NJDEP,PADEP 84-66-2 Diethyl phthalate ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06 47 081052016 02.04 KH Certifications: CTDOH,NELAC-NY10854,14JDEP,PADEP 131-11-3 Dimethyl phthalate ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/052016 02.04 KH Certifications• CTD0H.NELAC-NY10854.NJDEP,PADEP 84-74-2 Di-n-butyl phthalate ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06 47 08/052016 02.04 KH Certifications: CT1)0H.NELAC-NY10854NJDEPPADEP 117-84-0 Di-n-octyl phthalate ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/052016 02:04 KH - Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 20644-0 Fluomnthene ND ugtkg dry 47.9 95.6 2 EPA 8270D 08/042016 06 47 08/052016 02:04 KH Certifications CTD0H,NELAC-NY10854,NJDEP,PADEP 86-73-7 Fluorene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/05/2016 02.04 KH Certifications: NEIAC-NY10854,NJDEP.PADEP 118-74-1 Hexachlorobenzene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104201606.47 08/05201602.04 KH Certifications: CIDOH,NELAC-NY10854,NJDEP,PADEP 87-68-3 Hexachlorobutadiene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606.47 08/05201602.04 KH Certt6catioas: CTDOH,NELAC-NY10854,NJDEP,PADEP 77-47-4 Hexachlorocyclopentadicne ND ug/kg dry 47.9 95.6 2 EPA 8270D 08104201606.47 08/05201602.04 KH Certifications: CTD0H,NELAC-NY10854NJDEP,PADEP 67-72-1 Hexachloroethane ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06 47 08/052016 02.04 KH Certifications. CPDOFI,NELAC-NY10854,NJDEP,PADEP 193-39-5 Indeno(1,2,3-cd)pyrene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06 47 08105/201602.04 KIT Certification: CTD0H,NELAC-NY10854,NJDEP,PADEP 78-59-1 Isophorone ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/052016 02.04 KH Certifications: CTDOH,NELAC-NY10854NJDEP,PADEP 91-20-3 Naphthalene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606.47 08/0520160204 KH Ccrafiwtions: CTDOH,NELAC-NY10854,NJDEP,PADEP 98-95-3 Nitrobenzene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606.47 0810520160204 KH Certifications: CTD0H,NELAC-NY10854.NJDEP,PADEP 62-75-9 N-Nitrosodimethylamine ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606.47 08105201602:04 KH Certifications: CrDOH,NELAC-NY10854,NJDEP,PADEP 621-64-7 N-nitroso-di-n-propylamine ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/04201606:47 08105201602.04 KH Certifications- CTD0H,NELAC-NY10854,NJDEP,PADEP 86-30-6 N-Nitrosodiphenylaminc ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06:47 08/052016 02 04 KH Certifications* CIDOH,NEFAC-NY10854.NJDEP,PADEP 87-86-5 Pentachlorophenol ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06.47 08/052016 02.04 KH Certifications: CrDOH,NELAC-NY10854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 9 of 16 ECEjPVE R� t. AUG 1 9 2016 `J,(1��If1VYf Sample Information ar f Trus ee Client Sample ID: 8-1(0'-1') York Sample ID: 16G1164-01 York Project(SDG)No. Client Project ID Matrix Collection Date/Time Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Semi-Volatiles,8270-Comprehensive Logi-in Notes: Sample Notes: Sample Prepared by Method EPA 3550C Reported to Date/Time Datefrime CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 85-01-8 Phenanthrene ND ug/kg dry 479 95.6 2 EPA 8270D 08/042016 06:47 08/052016 02.04 KH Cerifications: CTD0H.NELAC-NYI0854.NJDEPPADEP 108-95-2 Phenol ND ug/kg dry 47.9 95.6 2 EPA 8270D 08!042016 06:47 08/052016 02 04 KH Certifications. CfDOH,NELAC-NY10854,NJDEPPADEP 129-00-0 pyrene ND ug/kg dry 47.9 95.6 2 EPA 8270D 08/042016 06 47 08/052016 02.04 KH Certifications- CTD0H,NELAC-NY10854,NJDEPPADEP 110-86-1 Pyridine ND ug/kg dry 191 383 2 EPA 8270D 08/042016 06.47 08/052016 02:04 KH Certifications• CTD0H,NELAC-NY10854.NJDEPPADEP Surrogate Recoveries Result Acceptance Range 367-124 Sur rugate:2-Fluorophenol 39.7% 20-108 4165-62-2 Surrogate:Phenol-d5 43.3% 23-114 4165-60-0 Sur rugate:Nitrobenzene-d5 40.9% 22-108 321-00.8 Surrogate:2-Fluorobiphettyl 44.5% 21-113 118-79-6 Sunvgate.2,4,6-Tribromophenol 44.5% 19-110 1718-51-0 Surrogate:Terpheityl-d14 38.2% 24-116 Pesticides,8081 targ=et list Log-in Notes: Sample Notes: Sample Prepared by Method.EPA 3550C Reported to Date/Time Daterrime CAS No. Parameter Result Flag Units LODm1DL LOQ Dilution Reference Method Prepared Analyzed Analyst 72-54-8 4,4`-DDD ND ug/kg dry 1.89 1.89 5 EPA 8081 B 08/042016 14:48 08/05201610.52 AMC Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 72-55-9 4,4`-DDE ND ug/kg dry 1.89 1.89 5 EPA8081B 08/04201614:48 08/05201610.52 AMC Certifications: CTDOH,NELAC-NY10854.N1DEP,PADEP 50-29-3 4,4`-DDT ND ug/kg dry 1.89 1.89 5 EPA8081B 08/04201614 48 08/05201610.52 AMC Certifications: CTD0HNE1AC-NY10854NJDEP,PADEP 309-00-2 Aldrin ND ug/kg dry 1.89 1.89 5 EPA8081B 08104201614:48 08105201610.52 AMC Ccmficatlons. CTDOH,NELAC-NY10854,N1DEP,PADEP 319-84-6 alpha-BHC ND ug/kg dry 1.89 1.89 5 EPA8081B 08/04201614:48 0810520161052 AMC Certifications CTD0HNELAC-NY10854,NJDE%PADEP 5103-71-9 alpha-Chlordanc ND ug/kg dry 1.89 1.89 5 EPA8081B 08104201614:48 08/05201610.52 AMC Certifications. NELAC-NY10854,NJDEP 319-85-7 beta-BHC ND ug/kg dry 1.89 1.89 5 EPA8081B 08/04201614:48 08/05201610.52 AMC Ccmfications: CTDOH,NELAC-NY10854NJDEP,PADEP 57-74-9 Chlordanc,total ND ug/kg dry 75.6 75.6 5 EPA8081B 08104201614:48 08/05201610.52 AMC Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 319-86-8 delta-BHC ND ug/kg dry 1.89 1.89 5 EPA8081B 08104201614.48 08/052016 10 52 AMC Certifications: CTDOH,NELAC-NY10654,NJDEP,PADEP 60-57-1 Dieldrin ND ug/kg dry 1.89 1.89 5 EPA8081B 08/04201614:48 08/05201610 52 AMC Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 959-98-8 Endosulfan I ND ug/kg dry 1.89 1.89 5 EPA8081B 08104201614:48 08/05201610.52 AMC Certifications: CfDOH,NELAC-NY10854.NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 10 of 16 C EE V AUG 1 9 2016 Sample InformationSouthold Town Board of Trustees Client Sample ID: S-1(0'-1') York Sample ID: 16G1164-01 York Project(SDG)No. Client Project ID Matrix Collection Date/time Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Pesticides,8081 target list Loy-in Notes: Sample Notes: Sample Prepared by Method.EPA 3550C Reported to Date/Time Date/Time CAS No. Parameter Result Flag Units LOD/MDL LoQ Dilution Reference Method Prepared Analyzed Analyst 33213-65-9 Endosulfan II ND ug/kg dry 1.89 1.89 5 EPA 808111 08/042016 14.48 08/05201610:52 AMC Certifications: CTD0H.NELAC-NY10854.NJDEP,PADEP 1031-07-8 Endosulfansulfate ND ug/kg dry 1.89 1.89 5 EPA8081B 08/04201614.48 08105201610.52 AMC Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 72-20-8 Endrin ND ug/kg dry 1.89 1.89 5 EPAS081B 08104201614.48 08105201610:52 AMC Certifications: CrDOH,NEJAC-NY10854,NJDEP,PADEP 7421-934 Endrin aldehyde ND ug/kg dry 1.89 1.89 5 EPAS081B 08104201614.48 08/05201610:52 AMC Certifications- CTDOH,NELAC-NY10854.NJDEP,PADEP 53494-70-5 Endrin ketone ND ug/kg dry 1.89 1.89 5 EPA8081B 08/04201614:48 08105201610:52 AMC Certifications, CTDOII,NELAC-NY10854,NJDEPPADEP 58-89-9 gamma-BHC(Lindane) ND ug/kg dry 1.89 1.89 5 EPAS081B 08/04201614AB 08105201610.52 AMC Certifications: C7D0H.NELAC-NY10854,NJDEP,PADEP 5566-347 gamma-Chlordane ND ug/kg dry 1.89 1.89 5 EPA8081B 08104201614:48 08/0520161052 AMC Certifications: NELAC-NY10854,NJDEP 76-44-8 Heptachlor ND ug/kg dry 1.89 1.89 5 EPA8081B 08/04201614:4& 08/05201610 52 AMC Certifications: CTDOIINEL, AC-NY10854,NJDEPPADEP 102457-3 Heptachlor epoxide ND uglkg dry 1.89 1.89 5 EPAS081B 08/04201614:48 08/0520161052 AMC Certifications: CTD0H,NELAC-NY10854,NJDEPPADEP 7243-5 Methoxychlor ND uglkg dry 9.45 9.45 5 EPAS081B 08104201614:48 08105201610.52 AMC Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 8001-35-2 Toxaphene ND ug/kg dry 95.7 953 5 EPA 8081B 08/04201614:48 08/05201610:52 AMC Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP Surrogate Recoveries Result Acceptance Range 877-09-8 Surrogate:Tetracbloro-nt rylene 71.3% 30-140 2051-24-3 Su17ugate:Decachlorobfphenyl 74.7% 30-140 Polychlorinated Biphenyls(PCB) Log-in Notes: Sample Notes: Sample Prepared by Method:EPA 3550C Reported to Date/Time Date/Time CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 12674-11-2 Aroclor 1016 ND mg/kg dry 0.0191 0.0191 1 EPA 8082A 08103201609.18 08/04201617.01 AMC Certifications: NELAC-NY10854,CTD0H.NJDEP,PADEP 11104-28-2 Aroclor 1221 ND mg/kg dry 0.0191 0.0191 1 EPA 8082A 08/03201609:18 09/04201617:01 AMC Certifications: NELAC-NY10854,CrD0H,NJDEP,PADEP 11141-16-5 Aroclor 1232 ND mg/kg dry 0.0191 0.0191 1 EPA 8082A 08/03201609:18 08104201617.01 AMC Certifications: NELAC-NY10854,CTD0H,NJDEP,PADEP 53469-21-9 Aroclor 1242 ND mg/kg dry 0.0191 0.0191 1 EPA 8082A 08/03201609.18 08/04201617.01 AMC Certifications: NELAC-NY10854,CTD0H,NJDEP,PADEP 12672-29.6 Aroclor 1248 ND mg/kg dry 0.0191 0.0191 1 EPA 8082A 08/032016 09.18 08104201617:01 AMC Certifications: NELAC-NY10854,CTD0H,NJDEP,PADEP 11097-69-1 Aroclor 1254 ND mg/kg dry 0.0191 0.0191 1 EPA 8082A 08/03/201609.18 08104201617 01 AMC Certifications: NELAC-NY10MC`rD0HNJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 11 of 16 JECEHE AUG 1 9 2016 Southold lows BoarOo rus eeee ' Sample Information Client Sample ID: S-1(0'-1') York Sample ID: 16G1164-01 York Project(SDG)No. Client Project ID Matrix Collection Date/time Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Polvehlorinated Biphenyls(PCB) Lop-in Notes: Sample Notes: Sample Prepared by Method:EPA 3550C Reported to Date/Time Date/Time CAS No. Parameter Result Flag Units LOD/AIDL LOQ Dilution Reference Method Prepared Analyzed Analyst 11096-82-5 Aroclor 1260 ND mg/kg dry 0.0191 0.0191 1 EPA 8082A 08/032016 09.18 08104/2016 17 01 AMC Certifications* NELAC-NY10854,CTD0H,NJDEP,PADEP 1336-36-3 Total PCBs ND mg/kg dry 0.0191 0.0191 1 EPA 8082A 08/032016 09.18 08/04201617.01 AMC Certifications: Surrogate Recoveries Result Acceptance Range 877-09-8 Surrogate:Tetrachloro-nr xylene 60.0% 30-140 2051-24-3 Sitnogate:Decachlorobipheuyl 68.5% 30-140 Metals,Target Analyte Lop-in Notes: Sample Notes: Sample Prepared by Method:EPA 3050B Reported to Date/Time Date/rime CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 7429-90-5 Aluminum 696 mg/kg dry 5.73 5.73 1 EPA6010C 08101201611:12 081071201600.29 KV Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP , 7440-36-0 Antimony ND mg/kg dry 0 573 0.573 1 EPA6010C 08/012016 11.12 08/022016 00 29 KV Certifications: CTD0H,NELAC-NY10854,NJDEP,PADEP 7440-38-2 Arsenic ND mg/kg dry 1.15 1.15 1 EPA6010C 08101201611:12 0810212016 00 29 KV Certifications: CTD0H,NELAC-NY10854.NJDEP,PADEP 7440-39-3 Barium 2.11 mg/kg dry 1.15 1.15 1 EPA6010C 08101201611:12 08/0220160029 KV Certifications- CTD0H,NELAC-NY10854.NJDEP,PADEP 744041-7 Beryllium ND mg/kg dry 0.115 0.115 1 EPA6010C 08101201611.12 08102201600.29 KV Certifications. CTD0H,NE1AC-NY10854,NJDEP,PADEP 7440-43-9 Cadmium ND mg/kg dry 0 344 0.344 1 EPA6010C 08/012016 11.12 08/022016 00 29 KV Certifications CTD0H,NELAC-NY10854,NJDEP,PADEP 7440-70-2 Calcium 6820 mg/kg dry 0.573 5.73 1 EPA6010C 08101201611.12 08102201600.29 KV Certifications CTDOH,NELAC-NY10854,NJDEP,PADEP 744047-3 Chromium 4A5 mg/kg dry 0.573 0.573 1 EPA6010C 08101201611:12 08/0220160029 KV Certifications CrD011,NELAC-NY10854,NJDEP,PADEP 7440.48.4 Cobalt 0.580 mg/kg dry 0.573 0.573 1 EPA6010C 08101201611:12 081021101600.29 KV Ccrtificalions: CTD0H,NELAC-NY10854,NJDEP,PADEP 7440-50-8 Copper 2.86 mg/kg dry 0.573 0.573 1 FPA60IOC 08/01201611:12 08/02201600.29 KV Certifications: CrDOH,NELAC-NY10854,NJDEPPADEP 7439-89-6 Iron 2990 mgOtgdry 2.29 229 1 EPA6010C 08101201611:12 08/02201600:29 KV Certifications. CTD0H,NELAC-NY10854,NJDEP,PADEP 7439-92-1 Lead 2.05 mpfkgdry 0.344 0.344 1 EPA6010C 08101201611.12 08102201600:29 KV Certifications: CTDOH,NELAC-NY10854,NJDEP,PADEP 7439-95-4 Magnesium 401 mglkg dry 5.73 5.73 1 EPA6010C 08/01201611:12 08/0220160029 KV Certifications: CTDOH NELAC-NY10854,NJDEP,PADEP 7439-96-5 Manganese 22.0 mg/kg dry 0.573 0.573 1 EPA6010C 08/01201611.12 08/0220160029 KV Certification CTDOH,NELAC-NY10854,NJDEPPADEP 7440.02-0 Nickel 1.18 mg/kg dry 0.573 0.573 1 EPA6010C 08/012016 11:12 08/02/1016 00.29 KV Certifications: CTD0H,NELAC-NY10854,NJDEPPADEP 7440-09-7 Potassium 133 mg/kg dry 5.73 5.73 1 EPA6010C 08/01201611:12 08102201600.29 KV Certifications: CTD0H.NELACWl0854,NJDEP,PADEP 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 12 of 16 D E C EI i' AUG 1 9 2016 ID MIN 4trd� ry j T L^'.�.'.-e"'.-_.�-'.�...-.�'^w...... ...P. -...--.-�--+,--�'.-«�„---- � ....--e-..^y-r-•-.._�4Ytt]jII.�.I�LL1FF3F._..,,.,-•---t^...,..__---�,--.._...-�.. Sample Information af TTrustee Client Sample ID: S-1(01-11) York Sample ID: 16G1164-01 York Project(SDG)No. Client Proiect ID Matrix Collection Date/time Date Received 16G1164 2835 Shipyard Lane,East Marion,NY 28836.00 Soil July 28,2016 3:00 pm 07/29/2016 Metals,Target Analyte Loy-in Notes: Sample Notes: Sample Prepared by Method.EPA 3050E Reported to Date/Time Date/Time CAS No. Parameter Result Flag Units LOD/MDL LOQ Dilution Reference Method Prepared Analyzed Analyst 778249-2 Selenium ND mg/kg dry 1.15 1.15 1 EPA6010C 08/01201611:12 08/02/20160029 KV Certifications, CTD0H,NELAC-NY10854.NJDEPPADEP 7440-22-4 Silver ND mg/kg dry 0.573 0.573 1 EPA6010C 08/01201611:12 08/02201600.29 KV Certifications. CTD0H,NELAC-NYlD854,N1DEP,PADEP 7440-23-5 Sodium 781 mg/kg dry 11.5 115 1 EPA6010C 08/01201611:12 08/0220160029 KV Certifications CTD0H,NELAC-NYl0854,NJDEP 7440-28-0 Thallium ND mg/kg dry 1.15 1.15 1 EPA6010C 08/01201611:12 08/02/201600.29 KV Certifications* CTD0H,NELAC-NY10854,NJDEPPADEP 7440-62-2 Vanadium 6.67 mg/kg dry 1.15 1.15 1 EPA6010C 08/01201611:12 08/02/201600.29 KV Certifications: CiD0H,NELAC-NY10854,NJDEP,PADEP 7440-66-6 Zinc 11.6 mg/kg dry 1.15 1.15 1 EPA6010C 08/01201611:12 08/022016 00 29 KV Certtftcations• CTD0H,NELAC-NY10854,NJDEP,PADEP Mercury by 7473 Loy-in Notes: Sample Notes: Sample Prepared by Method:EPA 7473 soil Reported to Date/rime Date/Time CAS No. Parameter Result Flag Units LOWNW1. LOQ Dilution Reference Method Prepared Analyzed Analyst 7439-97-6 Mercury ND mg/kg dry 0.0344 0.0344 1 EPA 7473 08/022016 06.39 08/02016 14:41 AAkba Certifications CTD0H,NJDEP,NELAC-NY10854,PADEP Total Solids Loy-in Notes: Sample Notes: Sample Prepared by Method:%Solids Prep Reported to Date/time Date/rime CAS No. Parameter Result Flag Units LOD/D1DL LOQ Dilution Reference Method Prepared Analyzed Analyst solids •a/o Solids 87,3 % 0.100 0.100 1 SM 254OG 08/04/20161646 08/04201621:10 TJM Certifications: CPDOH 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 13 of 16 1 Y�� r Volatile Analysis Sample Containers Lab ID Client Sample ID Volatile Sample Container 16G1164-01 S-1(0'-1') 40mL Vial with Stir Bar-Cool 4'C AUG 1 9 2016 Southold Town Board of Trustees 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 14 of 16 D CEIVE LAUG 2016 1 Southold Tov/n Notes and Definitions oar of Tru tee QL-02 This LCS analyte is outside Laboratory Recovery limits due the analyte behavior using the referenced method. The reference method has certain limitations with respect to analytes of this nature. J Detected below the Reporting Limit but greater than or equal to the Method Detection Limit(MDL/LOD)or in the case of a TIC,the result is an estimated concentration. + Analyte is not certified or the state of the samples origination does not offer certification for the Analyte. ND NOT DETECTED-the analyte is not detected at the Reported to level(LOQ/RL or LOD/MDL) RL REPORTING LIMIT-the minimum reportable value based upon the lowest point in the analyte calibration curve. LOQ LIMIT OF QUANTITATION-the minimum concentration of a target analyte that can be reported within a specified degree of confidence.This is the lowest point in an analyte calibration curve that has been subjected to all steps of the processing/analysis and verified to meet defined criteria.This is based upon NELAC 2009 Standards and applies to all analyses. LOD LIMIT OF DETECTION-a verified estimate of the minimum concentration of a substance in a given matrix that an analytical process can reliably detect. This is based upon NELAC 2009 Standards and applies to all analyses conducted under the auspices of EPA SW-846. MDL METHOD DETECTION LIMIT-a statistically derived estimate of the minimum amount of a substance an analytical system can reliably detect with a 99%confidence that the concentration of the substance isgreater than zero. This is based upon 40 CFR Part 136 Appendix B and applies only to EPA 600 and 200 series methods. Reported to This indicates that the data for a particular analysis is reported to either the LOD/MDL,or the LOQ/RL. In cases where the"Reported to"is located above the LOD/MDL,any value between this and the LOQ represents an estimated value which is '7"flagged accordingly.This applies to volatile and semi-volatile target compounds only. NR Not reported RPD Relative Percent Difference Wet The data has been reported on an as-received(wet weight)basis Low Bias Low Bias flag indicates that the recovery of the flagged analyte is below the laboratory or regulatory lower control limit.The data user should take note that this analyte may be biased low but should evaluate multiple lines of evidence including the LCS and site-specific MS/MSD data to draw bias conclusions. In cases where no site-specific MS/MSD was requested,only the LCS data can be used to evaluate such bias. High Bias High Bias flag indicates that the recovery of the flagged analyte is above the laboratory or regulatory upper control limit. The data user should take note that this analyte may be biased high but should evaluate multiple lines of evidence including the LCS and site-specific MS/MSD data to draw bias conclusions. In cases where no site-specific MS/MSD was requested,only the LCS data can be used to evaluate such bias. Non-Dir. Non-dir.flag(Non-Directional Bias)indicates that the Relative Percent Difference(RPD)(a measure of precision)among the MS and MSD data is outside the laboratory or regulatory control limit.This alerts the data user where the MS and MSD are from site-specific samples that the RPD is high due to either non-homogeneous distribution of target analyte between the MS/MSD or indicates poor reproducibility for other reasons. If EPA SW-846 method 8270 is included herein it is noted that the target compound N-nitrosodiphenylamine(NDPA)decomposes in the gas chromatographic inlet and cannot be separated from diphenylamine(DPA).These results could actually represent 100%DPA,100%NDPA or some combination of the two. For this reason,York reports the combined result for n-nitrosodiphenylamine and diphenylamine for either of these compounds as a combined concentration as Diphenylamine. If Total PCBs are detected and the target aroclors reported are"Not detected", the Total PCB value is reported due to the presence of either or both Aroclors 1262 and 1268 which are non-target aroclors for some regulatory lists. 2-chloroethylvinyl ether readily breaks down under acidic conditions. Samples that are acid preserved,including standards will exhibit breakdown.The data user should take note. Certification for pH is no longer offered by NYDOH FLAP. Semi-Volatile and Volatile analyses are reported down to the LOD/MDL,with values between the LOD/MDL and the LOQ being"J"flagged as estimated results. For analyses by EPA SW-846-8270D,the Limit of Quantitation(LOQ)reported for benzidine is based upon the lowest standard used for calibration and is not a verified LOQ due to this compound's propensity for oxidative losses during extraction/concentration procedures and non-reproducible chromatographic performance. 120 RESEARCH DRIVE STRATFORD,CT 06615 (203)325-1371 FAX(203)357-0166 Page 15 of 16 YORK Page I of I ANALYTICAL LABORATORIES, INC. Field gi�po - uody � d I 1 20 RESEARCH DR. STRATFORD, OT 0661 5 MOTE:York's Std.Terms&Conditions are listed on the back side of this document. �� (203) 3ZS-1 371 FAX IZD31 357.0156 This document serves as your written authorizatiod to Ydrk toptoeced with the analyses requested and your York Project No. signature binds;you to York's Std.Terms&:',Conditions unless superseded by written contract. YOUR Information Report To:` 16' To To" `` POOR Projecf IQ Turn-Around Time Report Type/Deliverbles company: VIIB Engineering company: V13B Engineerings Company: VI1B Erl*inearkn 2S35 Shipyard Lane,East t, RUSK-Same Day Summary Report Addraa: 100 Motor Parkway STE,135 Address: 100 Motor Parkway 5TC•.135 Address: 100 Motor Par};tvay$'CE.135 Marion NY 12USIi-Next Dn}, Summary w/QAsu=euy i-'� 288316-00 I--I CT RCP Paci aee Hauppauge New York 11788 HauppaugeNewYork 11788 1lauppaugeNewYorklji7tiS, RUSH-Two Day Purchase Order No. {i NYASPAPackage PhoneAo. 631-787-3400 Phase No. 631-737-3.100 Phone No. 631-787-3-100,--" RUSH-Three Day NYASP B Package Contact Person: Kyle Winter Stephen Kaplan Barbara Alberts, RUSH-rour-Day � Clerrrnrdrneli-rohleg, Attention: Aunnlon' _ EDD(Specify KWinter a V!IB.com SKa Ian tl VliB.con1 BAlberts@M.com Sam 11es"from:CT NY.X 11117 J Standard 5-7 Days) ( p y Type) E-Mail Address: @ E-Mail Address: p 0 E-Mail Address: t ( � lagcel Volatiles " Semi-Vols rata•mi tMetals Mlse.Org. 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IICl MoOtl HN H=SU,_ NaOIt - - [��] Chad:fliaseA ilicable ZuAc Ascorbir-AAcccId Other TempeliltUre m �� ''`'✓`„�!�`' ��1 (s lt7'2`�� 1� on Receipt Samples Rellnquished By Date/Time Samples {ed By DateMm11e� Sam ies,RelUi ui§had By Date/71me Sam'aes R in LA B by Date/Time Office Copy l PATRICIA C. MOORE Attorney at Law ` fi~'` r ' 51020 Main Road - 'i :z. Southold, New York 11971 Ff Tel: (631) 765-4330 Fax: (631) 765-4643 www.mooreattys.com MEMORANDUM {1 APR 2 8 2016 °4 TO: BOARD OF TRUSTEES FROM: PATRICIA C. MOORE ESQ. Sr ;h�!d Torn Boa of Tru ee DATE: April 28, 2016 - SUBJECT: OKI DO LTD 1000-38-7-7.1 The SEQRA process with the Planning Board is terminated and the Trustee's permit is a Type II. There is no issue of"segmentation". Please return this matter to the Board's calender and we respectfully request that the Wetland Permit and Coastal Erosion permit be issued in accordance with the NYSDEC, Department of Army and Department of State permits so that the property can be protected from further storm damage. Enclosed are the plans with corrections and revisions requested: • the bulkhead sheathing will be heavy duty PVC, untreated hardwood or other material approved by the Town (whichever you think is best). Remove change all references to "timber"that occur throughout the plans. • note added: existing jetties to be abandoned will be cut at the mudline, including the portions located beyond MLW • note added: beyond the quantity of dredged materials needed as backfill for the area behind the bulkhead,the remaining dredged materials will be dewatered and stored at the upland locations indicated on the plans, where they would be available for use by the Town, if requested. • remove the proposed dock replacement from the plans and add a note that the"existing fixed dock to remain" • note added: indicating that existing surface debris located within the proposed bulkhead area along the shoreline of Gardiners Bay will be moved to an upland location pending off-site disposal in accordance with prevailing regulations (i.e. material can not be used as backfill as per the NYSDEC permit). Page 2 • note added: indicating that no dredging is proposed within the boat basin. • Quantities Table on Sheet C-1: the last two bullet points regarding dredged materials to be deposited behind the bulkhead are somewhat confusing—please reword/clarify. • last bullet point, on Sheet C-2,the volume to be excavated and backfilled in Section A-A .(Typical Timber Bulkhead) is 900 cy, while the volume to be backfilled in the Bulkhead and Rock Revetment Section is 600 cy—please correct/clarify. • On Sheet C-2, change the note for the dredged channel volume from cubic feet("CF")to cubic yards ("CY"). • note add: to the plans indicating that,pursuant to the NYSDEC and USACE permits, a filter fabric turbidity curtain weighted across the bottom and suspended across the top by floats shall be installed surrounding the work area prior to the commencement of dredging. The turbidity curtain shall remain in place and maintained in functional condition during all phases of dredging operations. The turbidity curtain shall remain in place for two hours following dredging or until turbidity inside the curtain no longer exceeds ambient levels. • note added: indicating that the channel dredging and the jetty,revetment and bulkhead construction work will be conducted according to all requirements and best management practices included in NYSDEC Tidal Wetlands Permit ID No. 1-4738-00728/00012, NYSDEC Excavation and Fill in Navigable Waters Permit ID No. 1-4738-00728/00013, NYSDEC Section 404 Water Quality Certification ID No. 1-4738-00728/00014, all dated May 6, 2014, and United States Army Corps. of Engineers Permit No.NAN-2013-01475, dated August 25, 2015. • Edit the wetland planting note on Sheets C-1 and C-2 to read: "Following bulkhead construction a dredging of the boat channel, intertidal zone to be vegetated with low marsh cordgrass (Spartina alterniflora)pursuant to the NYSDEC- and USAGE-approved Wetland Planting Plan." • Trustee Bredemeyer suggested that the revetment should be larger in order to protect the bulkhead from damage. We can not do this because the revetment has already been reduced to its current proposed size based on NYSDEC comments during the permitting process. r E V F DD 7 four copies of revised plans attached ��A 2 8 2016 n fT e PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 $DJhSGid TU6NA ' April 18,2016 Donald J. Wilcenski, Chairman and Southold Town Planning Board 53095 Main Road P.O. Box 1179 Southold,NY 11971 By email and hand deliver Re: Site Plan: Shizen/GAIA Holistic Circle Owner Oki-Do Ltd. SCTM#1000-38-07-7.1 Dear Mr. Wilcenski: It is not in my client's best interest to have the SEQRA process done incorrectly,or subject to question. The Board's action to"Deny the application,without prejudice"is an"action"which could arguably be challenged when my client files a new application. In order to avoid this issue,my client has agreed to"withdraw"her application,thus ending the SEQRA review. We would suggest that the resolution"denying without prejudice"be rescinded so that we may withdraw the application. Enclosed is my client's request to"withdraw the application". Th�k�e� �Pa icia C. Moore cc: William Duffy,Town Attorney V Dr. Kazuko Tatsumura Hillyer Ph.D,President Oki-Do Ltd Butt Otruba-O'Connor,Architects VHB C� April 18,2016 D C V �' APR 2 1 2016 Donald J:Wilcenski,Chairman and Soutliold TowwPlanning Board Southol-Torn 53095 Main Road a f P.O.Box 117.9 Southold,NY 11971 By email,&hAnd;delivery Re: Site Plan: Shizen/GALA Holistic Circle Owner Old-Do Ltd. , SCT4#1000-38-07-7.1 Dear Mr.Wilcenski: I•hereby withdraw the above application. f -r Thanluy�i� l fr K zukv atsumura Hillyer Ph.D,, Pi6sidenibl i-Do Ltd cc: William Duffy,Town Attorney Butt Otruba-O'Connor,Architects ; VHB OFFICE LOCATION: �O f S®(/T,�, MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ,�0� �l® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) l Telephone: 631765-1938 Southold,NY C/s www.southoldtownny.gov olyOOUNV,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD ( I APR 2016 April 5, 2016 s Sauthcld Tenn 8 a f Tru Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Denial: Shizen/Oki-Do, Ltd. Located at 2835 Shipyard La., ±3,278' s/o NYS Rt. 25 & Shipyard La., East Marion SCTM#1000-38-7-7.1 Zoning District: M-II Dear Ms. Moore: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, April 4, 2016: WHEREAS, this proposed action is to construct a holistic health center with a total of 114 transient motel rooms consisting of 23 guest lodges totaling 87 accessory motel units (14 lodges containing 3 unit motel rooms & 9 guest lodges containing 5 unit motel rooms). The remaining 27 motel units are to be located in the main spa building along with a 185 seat restaurant (103 private guest seats, 72 public guest seats), 10 public bar seats, office space, retail gift shop, 27 personal service treatment suites and accessory uses. The proposed action also involves a 3,864 sq. ft. private restaurant annex with 45-99 private guest seats and a covered.758 sq. ft. deck, 1,987 sq. ft. manager's residence with a 687 sq. ft. deck, pool, a 7,205 sq. ft. maintenance and utility building, a sanitary waste treatment facility, 1,160 sq. ft. for three (3) gazebos, man-made water features, replacement of the existing bulkhead, dredging of the 16 slip private marina basin, and various outdoor amenities on a 18.7 acre parcel in the Marine - II (M-II) Zoning District;,and WHEREAS, on June 25, 2003, a Site Plan Application was submitted to the Planning Board for review; and WHEREAS, on July 11; 2006, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Type I action pursuant to Part 617.4 (b) (6) (i); and Shizen/Oki-Do Ltd. Page 2 of 3 - April 5, 2016 WHEREAS, on August 14, 2006, the Southold Town Planning Board assumed lead agency for this Type I Action; and WHEREAS, on September 11, 2006, the Southold Town Planning Board adopted a Positive Declaration for the proposed action; and WHEREAS, on September 9, 2008, the Southold Town Planning Board received the Draft Environmental Impact Statement (DEIS); and WHEREAS, on November 18, 2008, the Southold Town Planning Board, after reviewing the DEIS, deemed it inadequate for public review, and sent a letter that requested the applicant submit a revised DEIS; and WHEREAS, on February 26, 2013, the Southold Town Planning Board sent a letter to the applicant's agent Patricia Moore that noted there had been no activity on this application since November 18; 2008, and requested that the required items from that letter be submitted within sixty days. The applicant was,also provided with the opportunity to explain why more time was needed if they could not submit the required items in that time-frame, and put on notice that the application would be considered withdrawn if no satisfactory explanation was provided; and WHEREAS, on March 8, 2013, the applicant's agent, Patricia Moore, Esq., submitted a letter providing the explanation for the delay and the need for more time, and requested a meeting to discuss the timeline for their re-submission; and WHEREAS, on April 24, 2013, the Planning Board, after reviewing the March 8, 2013 letter, sent a letter to the applicant's agent, Patricia Moore, Esq., requesting that the new information be submitted for review by all relevant agencies; and WHEREAS, on May 7, 2015, the Planning Board returned unused funds to the applicant that were being held by the Town to pay for review under the State Environmental Quality Review Act due to the inactivity on the application; and WHEREAS, on May 22, 2015, the applicant's agent, Patricia Moore, Esq., sent the check back to the Planning Board stating that work was being conducted towards submitting a revised DEIS; and WHEREAS, on June 5, 2015, the Planning Board sent a letter to the applicant's agent, Patricia Moore, Esq., returning the check referenced above, and requesting that revised application materials be submitted; and WHEREAS, as of April 1, 2016, there have been no formal submittals of any materials to progress this application since September of 2008; and WHEREAS, in the eight years that have passed with no formal activity on the application, there have been changes to the Southold Town Code, changes to the FEMA Flood Maps, and potential changes to the property itself due to a series of severe storms during this interim which have rendered this application obsolete; be it therefore t Shizen/Oki-Do Ltd. Page 3 of 3 April 5, 2016 RESOLVED, that the Southold Town Planning Board hereby denies, without prejudice, the Site Plan entitled "GAIA Holistic Circle," prepared by Butt, Otruba and O'Connor Architects, AIA, dated March 17, 2004 and last revised January 10, 2006, including six (6) pages. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office at 631-765-1938. Very truly yours, Donald J. Wilcenski Chairman OFFICE LOCATION: � ® K MAILING ADDRESS: Town Hall Annex �® IO P.O. Box 1179 54375 State Route 25 _ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 P C®U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date. March 21, 2016 Re: Local Waterfront Coastal Consistency Review for OKI-DO, LTD. SCTM# 1000-38-7-7.1 David Kennedy of VHB Engineering, Surveying & Landscape Architecture, PC on behalf of-OKI-DO, LTD. requests a Wetland Permit and a Coastal Erosion Permit for the restoration of the subject property shoreline through the replacement of 1,323 linear feet of existing, largely non-functional bulkheading; install a 505 linear foot (3,640sq.ft.) rock revetment along Gardiners Bay; dredge the existing channel between the boat basin and Gardiners Bay to five feet below mean low water through the removal of±4,022 cubic yards of sediment to be dewatered on-site or other approved upland locations; replace 186 linear feet of existing non-functional channel jetties consisting of a ±106 linear foot southeasterly Bay jetty with remains of seaward portion below MLW to be abandoned, a ±61 linear foot long southwesterly Bay jetty with remains of seaward portion below MLW to be abandoned, and a ±19 linear foot long jetty within the basin with remains of seaward portion below MLW to be abandoned, replace existing dilapidated 8x70 linear foot dock located within the boat basin with a 5'x30' ramp leading to an 8'x60' floating dock in new location; and re- vegetate with Spartina alterniflora within a 5,086sq.ft. portion of the boat basin intertidal zone. Located: 2835 Shipyard Lane, East Marion. SCTM# 1000-38-7-7.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with Policy Standard (Policy 6.3) and therefore is INCONSISTENT with LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board . of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The proposed action does not include the deployment of a silt boom pursuant to Chapter 275. Wetlands and Shoreline, Article II. Permits,§ 275-11. Construction and operation standards (2) Erosion control; which states: "All intertidal construction and excavation requires the installation of a silt boom that will retain all suspended sediments within the immediate project area. The application does not include the dock configuration as described above B. Comply with statutory and regulatory requirements of the-State's wetland laws. The permit specifications do not match. The Department of the Army Permit NAN-2103- 01475 EYA and plans specifies an 8' x 70' floating dock. The New York State Department of Environmental Conservation Permit# 1-4738-00728/00012 and plans specifies an 8' x 132' floating dock. The permits also do not include the dock configuration as proposed above. It is recommended that the Board determine if the jetty sections to be abandoned are, or would become navigational hazards to vessels. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Peter Young,Chairman - Town Hall,53095 Main Rd. cei Lauren Standish,Secretary d P.O.Box 1179 Southold,NY 11971 Telephone(631)7654889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., March 16, 2016 the following recommendation was made: Moved by John Stein, seconded by Keith McCamy, it-was RESOLVED to NOT SUPPORT the application of OKI-DO LTD. for the restoration and protection of the subject property shoreline, through in-kind replacement of 1,323 If. of existing, largely non-functional bulkheading and construction of a 505,lf..rock revetment along Gardiners Bay to protect the replacement bulkhead. Dredging of the existing channel between the boat basin and Gardiners Bay to previously authorized depths of 5' below MLW, through removal of 4,022 cy. of sediment. Replacement of 186 If. of existing non-functional channel jetties. Replacement of dilapidated'8'X 70' If. dock located within the boat basin with a floating dock of the same dimensions. Implementation of a smooth cordgrass planting plan with a 5,086 sf. portion of the boat basin intertidal zone. Located: 2835 Shipyard Lane, East Marion. SCTM#38-7-7.1 Inspected by: John Stein, Keith McCamy The CAC does Not Support the application because Ch.275 does not allow for the replacement of a "largely non-functional" bulkhead and the CAC questions the degree of functionality. In addition, the proposed floating docks are over the size limit allowed by Code. Vote of Council: Ayes: All Motion Carried Beard of Trustees Application AUTHORIZATION (where the applicant is not the owner) DR KAZUKO TATSUMURA IIILLYER,President of Oki-Do Ltd., as owner of premises 2835 Shipyard Lane, East Marion,New York, (sctm: 1000- 38- 7-7.1)residing at 20 W. 64th Street, Suite 24E,New York NY 10023 do hereby authorize our attorney, Patricia C. Moore,to assist VHB Engineering in applying for permit(s), noticing neighbors and appearing before the Southold Board of Town Trustees on our behalf. OKI-DO LTD (Owner's signature) DR. KAZUKO TATSUMURA HILLYER,PRES. 9. Y MAR e 7 2016 $o�thelrJ�0'�'ii 1T Cantrell, Elizabeth From: Kennedy, David <DKennedy@VHB.com> Sent: Thursday, March 03, 2016 3:29 PM To: Cantrell, Elizabeth Cc: Pesner, Gail; pcmoore@mooreattys.com Subject: RE: Oki-Do Ltd.-Shipyard Lane Permit Application -Additional Materials Hi Elizabeth: The proposed dock dimensions are 8'x60' and the ramp is 5'x30'. The combined length of the structure is 70' long with a maximum width of 8' (8'x70' is the size of the existing dock to be removed). As I have not spoken to Pat yet, please hold onto the information package and I will let you know shortly whom to send it to. David Kennedy, MS Project Scientist ` FIB Ergmeenrg Surveying a-ic _cndscape Aich,tecture,P 100 Motor Parkway S,jite 135 Hauppauge,NY 11788 P 631787 3400 I F 631.8"3.25,''5 dkennec y@vrb,coiti Engineers I Scientists I Planners I Designers www.vhb.com From: Cantrell, Elizabeth [mailto:elizabethc@town.southold.ny.us] Sent:Thursday, March 03, 2016 1:19 PM To: Kennedy, David<DI<ennedy@VHB.com> Subject: RE: Oki-Do Ltd.-Shipyard Lane Permit Application-Additional Materials Mr. Kennedy, Regarding the Oki-Do application, I am putting together the project description for the legal notices. Can you please tell me the WxL of the new ramp and the new floating dock. These items need to be separated out in the project description. Also, I did not receive an agent authorization form for Pat Moore in order for her to receive the noticing information packet. Do you want this information mailed to you, or hold onto it for now? Thank you. Elizabeth Cantrell Senior Clerk Typist 1 Cantrell, Elizabeth From: Kennedy, David <DKennedy@VHB.com> Sent: Friday, February 26, 2016 3:13 PM To: Cantrell, Elizabeth Cc: Pesner, Gail; pcmoore@mooreattys.com; Kelsang; 'Dr. Kazuko' Subject: Oki-Do Ltd.-Shipyard Lane Permit Application -Additional Materials Attachments: Town LWRP Form-revised 2-26-16.pdf,Town Coastal Erosion Form 2-26-16.pdf Hi Elizabeth: As discussed earlier today, attached please find the Town Coastal Erosion form and revised LWRP form for the above- referenced permit application. As also discussed, I am mailing an additional copy of the permit application package and the$250 Coastal Erosion Permit application fee to you. Please let me know if you have any questions or require any additional information in order for the project to be included on the March 23 agenda. -David David Kennedy, MS Project Scientist VHB,Erg€nee€ing,Sun.,eyirig arid Landscape Arch toc-aire,PC 100 Motor Parkway S,ute'_35 Haupp. uge.NY 1'1786 P 63178-1,3400 I P 631.81 3 254,5 dkenneri' ?\ Coni Engineers I Scientists I Planners I Designers www.vhb.com This rcril'u,ucavort and ariv x„C`3rnoiits to th`s rir.:conSr.dent oI-r-i€€',-no o (ionly fo) tl-,,ri,,-pientts) Ary Other use d-..soniai,-ton L;'oovir g,or d,sclo,4 c-w this corni'Wil;a:€on IS Strict y Prch Wed If you N-ve€eco vm th s=M'nu111C,.'uO' in orrol li':na .Aify us-wld oos:rcy::€!vi,,od€ lely VHS Engineering and L811CSca io=Arch telum."c; 1S not re Donsib e'or ary om.ete;tab e a€teiai'on tmrs-Wssion fcrror ronv0'S o'€ r'icoin dograch-t-on software errol,or ES;f'r€c:rCSl;;0 with this-n—isnissio€ VHB Ergircei ng,S.ir.=eying::,d_ands;ahe A c 1t:;:;i€r =.tom I info65vhb corn 1 ,azzz. John M.Bredemeyer III,President �� ®` Town Hall Annex Michael J.Domino,Vice-President ~ ® 54375 Main Road P.O.Box 1179 James F.King,Trustee CAI Southold,New York 11971-0959 Dave Bergen,Trustee Telephone(631) 765-1892 Charles J.Sanders,Trustee ' �`�f'C®UNil Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application TC Wetland Permit Application P Administrative Permit U E ^—Amendment/Transfer/Extension ID Received Application: t _P, Received Fee: $ JAN 2 0 2016 Completed Application: a Incomplete: I �. ('0 _SEQRA Classifica ion: / Sauth�ld lawn Type I Type II Unlisted d f e Coordination:(date sent): LWRP Consistency Assessment Form: CAC Referral Sent:c-,"? /(o _Date of Inspection: Receipt of CAC Report: _Lead Agency Determination: _Technical Review: _Public Hearing Held: 6pajlo Resolution: Name of Applicant:_ok-Do Ltd DLj�a7_ukQjaumlia&lp�ent Mailing Address: 20 West 64th Street,Suite 24E,New York NY 10023 Phone Number:(212)799-9711 Suffolk County Tax Map Number: 1000- 038.00-07.00-007.001 Property Location: 2835 Shipyard Lane East Marion.NY 11939 Property is located at Cleaves Point on Gardiners Bay,just east of the southern terminus of Shipyard Lane. The site entrance is located 0.15 mile south of"Fire Road 7." (provide LILCO Pole#, distance to cross streets, and location) AGENT: David Kennedy VHB Engineering Surveying and Landscape Architecture PC (If applicable) Address: 100 Motor Parkway Suite 135, Hauppauge-NY,,1788 � l Phone:-( 1)787.1400 C() y� Board of Trustees Application GENERAL DATA Land Area(in square feet): 798,890±sf,including 733,986±sf of upland area and 64,904±sf of tidal wetlands and surface waters. Area Zoning: Marine II(MII) Previous use of property: Previous uses included oyster processing and boat maintenance/repair.. Intended use of property: The property is currently unoccupied. The intended use of the proposed improvements is to protect the property shoreline and to restore previously-existing conditions. Covenants and Restrictions on property? Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? X* Yes No *Removal of the existing bulkhead and channel jetties. Does the structure(s)on property have a valid Certificate of Occupancy? X* Yes No *Certificate of Occupancy Nos Z-3594(September 29, 1969),Z-15656(April 20, 1987)and Z-15-687(April 23, 1987)were issued for various site buildings. Prior permits/approvals for site improvements: Agency Date NYSDCIidal_W_etjaads Permit excavation May 6,2014 and Fill in Navigable Waters Permit and Water Quality Certification USACE Permit August 25,2015 NYSDOS General Consistency Concurrence March 25 2014 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): Restoration and protection of the subject property shoreline,through in-kind replacement of 1,323 linear feet of existing,largely non-functional bulkheading and construction of 6 5 ' r o3 640 sq aru a-foot)rock revetment along Gardiners Q yto_sQtect the replacement bulkhead.Dredging of the existing channel between the boat basin and Gardiners Bay to previously authorized depths of five feet below mean low water,through removal of 4022±cubic yards of sediment. Replacement of 186 linear feet of existing non-functional channel jetties. Replacement of a dilapidated 8x70 linear foot dock located within the boat basin with a floating•dock of the same dimensions. Implementation of a smooth cordgrass(Spartina alterniflora)planting plan within a 5,086 square-foot portion ot the boat basin intertidal zone.A detailedproject description is attached. Request for Town of Southold Wetland Permit Proposed Bulkhead Replacement, Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County, New York Suffolk County Tax Map No.: District 1000—Section 038.00—Block 07.00—Lot No.007.001 Project Description and Supporting Information The applicant is proposing to conduct a bulkhead replacement,revetment construction and maintenance dredging project(the"proposed action")at portions of the above-referenced property(the"subject property,"see enclosed map excerpts in Attachment B and property survey in Attachment Q. The subject property,which is currently unoccupied,was formerly utilized as an oyster processing facility and for boat maintenance and repair until circa 1996. Due to tidal action and coastal storms,including Hurricane Sandy,existing bulkheads at the subject property are now largely non-functional,and the shoreline area along Gardiners Bay has experienced severe erosion. Furthermore,the boat access channel connecting the site boat basin to Gardiners Bay has become unnavigable due to sedimentation. As such,the purpose of the proposed action is to prevent further erosion of the subject property shoreline and to restore former conditions by re-establishing a navigable connection between the boat basin and Gardiners Bay. The proposed action has been reviewed and received an Article 25 Tidal Wetlands Permit,Article 15 Excavation and Fill in Navigable Waters Permit and a Section 404 Water Quality Certification from the New York State Department of Environmental Conservation(NYSDEC),as well as an Individual Permit from the United States Army Corps of Engineers(USACE). The USACE evaluation of the project included review by the National Oceanic and Atmospheric Administration's(NOAA's) National Marine Fisheries Service(NMFS),as well as the United States Fish and Wildlife Service(USFWS). Finally,the proposed action has been reviewed and received a General Consistency Concurrence from the New York State Department of State(NYSDOS). Copies of the aforementioned permits and approvals are included as Attachment). As a result of these approval processes,the recommendations and requirements of the aforementioned government agencies with respect to design features and avoidance/minimization/mitigation measures have been incorporated into the proposed action,as described below. / As detailed on the enclosed project plans(Attachment D),the proposed action would encompass a 5.4-acre project area within the 18.34-acre subject property and includes the following elements: ➢ In-kind replacement of 1,323±linear feet of existing functional and non-functional bulkheading located along the Gardiners Bay shoreline,the perimeter of the existing boat basin and the boat channel. As required by the NYSDEC,the replacement bulkheading along the Gardiners Bay shoreline would be installed landward of the existing dilapidated bulkhead and just landward of mean high water. A total of 900±cubic yards of sediments dredged and excavated from the site during other project activities(see below)would be backfilled landward of the replacement bulkhead by mechanical means(e.g.,crane, excavator,etc.). Replacement bulkheading along the boat basin perimeter and the boat channel would be installed at the same locations as the existing bulkheads. ➢ Installation of a 505±linear foot(3,640 square foot)rock revetment located immediately seaward of the replacement bulkhead along the Gardiners Bay shoreline. Based upon NYSDEC-required modifications to the original structure design,the rock revetment would consist of a 24-inch layer of five-to-15 pound blanket stones,topped by four-to-eight ton toe stones and three-to-eight ton cap stones.The revetment stones would be installed by mechanical means. A total of 600±cubic yards of materials would be excavated from the revetment area by mechanical means and deposited as backfill behind (landward of) the replacement bulkhead. r JAN 202016 outhoid Tcwn ' 6 Request for Town of Southold Wetland Permit Proposed Bulkhead Replacement, Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County, New York Suffolk County Tax Map No.: District 1000—Section 038.00—Block 07.00—Lot No.007.001 ➢ Clamshell dredging of the existing channel connecting the boat basin with Gardiners Bay to previously authorized depths of five feet below mean low water. A total of 4,022±cubic yards of sediments would be dredged within the 21,303 square foot channel area,with channel side slopes graded to no greater than a 1:3 slope. The dredge spoils would be dewatered within two,3,300 square foot temporary dredge spoil drying areas to be located within upland areas to the south and east of the marina basin. The two 3,300 square-foot drying areas would be comprised of a plastic liner installed over a 42-inch high berm and surrounded by silt fencing. Approximately 300±cubic yards of dewatered dredge spoils would be deposited as backfill landward of the replacement bulkhead by mechanical means. As approved by the NYSDEC and USACE,the remaining dewatered dredge spoils would be deposited on-site by mechanical means within several abandoned settling lagoons associated with historic oyster processing operations at the subject property(or at other approved upland locations). The settling lagoons are upland features located at the central portion of the subject property and 250±feet from the nearest tidal wetlands. Pursuant to NMFS and USFWS requirements,the USACE permit for the proposed action restricts dredging between January 15 and May 31 of any calendar year. Moreover,according to the NYSDEC permit for the proposed action,dredging is restricted between April 1 and September 30 within any calendar year. As such,dredging of the boat channel would necessarily occur only between October 1 and January 14, inclusive. It is anticipated that dredging would be completed in 4±weeks. In order to minimize or prevent potential adverse impacts to marine life or habitats,various other dredging restrictions and best management practices(BMPS)are required as conditions of the NYSDEC and USACE permits (Attachment J). ➢ Replacement of 186±linear feet of dilapidated timber Jetties located along alongside side of the boat channel with new timber jetties. Pursuant to the NYSDEC and USACE permits,the existing jetties would be r placed-- to mean low water,with the portions of the existing jetties located below mean low ate to be abandoned. 0reover,the proposed replacement Jetties would be of a low-profile design that may no 2xceeZ inches in height above the down-drift beach. ➢ Replacement of a dilapidated 560 square foot timber dock located within the boat basin with a floating dock of the same size. Construction of temporary,'on-site access driveways to facilitate movement of vehicles,equipment and materials within the proposed project area. Installation of erosion and sedimentation controls including silt fencing,straw bales,drop inlet protection and stabilized construction entrances. As described above and included as conditions of the NYSDEC and USACE permits and approved plans,the proposed action includes various avoidance,minimization and mitigation measures designed to prevent significant adverse impacts to the upland,wetland and tidal water communities located at or adjacent to the subject property. It is anticipated that one of two primary effects on tidal waters of the Town would be the placement of the proposed 3,640 square-foot rock revetment immediately seaward of the replacement bulkhead along Gardiners Bay. In order to minimize the effects of same,the replacement bulkhead would be installed further landward of the existing bulkhead and Just landward of mean high water. Additionally, based upon NYSDEC requirements during the permitting process,the revetment has been reduced to the minimum n]D E E 9 V E JAN 202016 Soolhold Town Request for Town of Southold Wetland Permit Proposed Bulkhead Replacement, Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County, New York Suffolk County Tax Map No.: District 1000—Section 038.00—Block 07.00—Lot No.007.001 size necessary to protect the replacement bulkhead from wave energy impacts that has rendered the existing bulkhead non-functional. The dredging of the boat channel to previously-authorized depths would result in a resumption of daily tidal flow to the boat basin,which currently is flushed by tidal waters infrequently during storm events and/or extreme high tides. As a result,the boat basin has essentially become a landlocked,brackish pond. Therefore, the primary effect of the proposed action on the boat basin would be the re-establishment of intertidal wetlands within this feature due to the resumption of regular tidal flow, particularly along the non- bulkheaded eastern shoreline area. Intertidal wetlands are regarded by the NMFS and the NYSDEC as important habitat for a variety of marine fauna,including adult and juvenile flnfish,shellfish and various aquatic invertebrates. In order to enhance the overall habitat quality of these proposed intertidal habitats, the applicant is proposing the installation of smooth cordgrass(Spartina alterniflora)plantings within a 5,086 square foot portion of the intertidal zone within the eastern portion of the boat basin,through implementation of the NYSDEC and USACE-approved wetland planting plan(copy included as Attachment Q. Based upon the foregoing,it is anticipated that reestablishment of regular tidal flow to the boat basin and implementation of the wetland planting plan as proposed would result in the re-establishment of marine flora and fauna communities,as well as a significant improvement in overall habitat quality at the subject property. \\vhb\prod\Longlsland\28836 00 Shizen Hotel\docs\Permits\Wetlands\Town of Southold\Town Application Form and Attachment\Project Description Attachment doa lj JAN 2 0 206 l Soathofd Tarn a fT Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATI®N DATA Purpose of the proposed operations: To protect the subject property shoreline from further damage due to erosion and to restore previously existing conditions within the boat basin and boat channel. Area of wetlands on lot: 64,904± square feet(including 6,534±sf of tidal wetlands and 58,370±sf of surface waters) Percent coverage of lot: 8.1 % Closest distance between nearest existing structure and upland edge of wetlands: 0 feet Closest distance between nearest proposed structure and upland edge of wetlands: 0 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 4,622+ cubic yards(600±cy to be excavated for revetment, 4,022±cy to be dredged from channel) How much material will be filled? 4,622± cubic yards Depth of which material will be removed or deposited: 5± feet(revetment:5±ft below existing grade channel:5±ft below mean low water) Proposed slope throughout the area of operations: maximum channel slope: 1:3,revetment slope: 1:0.5,finished grade behind bulkhead.0:0 Manner in which material will be removed or deposited: nts would be removed from the boat channel by clamshell dredging Sediments would be-excavatedfimm the revetment area and revetment stones would be placed by mechanical means(e.g.,crane,excavator,etc.)and by hand. 900±cubic yards of dredged/excavated sediments would be backfilled behind the proposed bulkhead by mechanical means. Remaining dredged/excavated sediments would be de-watered within two temporary upland drying areas. The de-watered sediments would be deposited by mechanical means within abandoned settling lagoons(upland depressions associated with historic oyster proces ing c ivities)-lccsted-atI a cern ral portion of the site.A detailedproject description is attached. 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): -As_oppased to exisft conditions,the replacement bulkhea long Gardiners.Bay would he installed landward of the existing non-functional bulkhead and just landward of mean high water. The 3,640 square-foot rock revetment would be installed within tidal waters of Gardiners Bay,just seaward of the replacement bulkhead.Dredging of the boat channel to previously'authorized depths would result in the re-establishment of intertidal wetlands within the currently landlocked boat basin,through the resumption of regular tidal flow,thereby restoring or creating habitat for a variety of marine fauna.In orderto enhanced the overall habitatquality o e p-f rfi oposed m e s a ai a,a smooth cor grass(Spartina a erm ora planting plan is proposed within a 5,086±-square-foot portion of the boat basin.A detailed project description is attached. Board of Trustees Application COASTAL. EROSION APPLICATION DATA Purposes of proposed activity: To prevent further erosion of the property_shoreline and to restore previouslyexisting conditions within the boat acce-s-s—clia.nnel and boat basin. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? Yes If Yes,how much material will be excavated? 4,622± (cubic yards)(600±cy to be excavated for revetment, 4,022±cy to be dredged from channel) How much material will be filled? 4622± (cubic yards)(revetment:5±ft below existing grade channel:5±ft below mean low water) Manner in which material will be removed or deposited: Sediments would be removed from the boat channel by clamshell dredging Sediments would be excavated from the revetment area and revetment stones would be placed by mechanical means(e g,crane,excavator,etc.)and by hand. 900±"'cubic yards of dredged/excavated'sedimentswould-bT bacitfiHed-behind-ttre-proposed bulklfnd-by mec an-h icar means Remaining dredged/excavated sediments would be de-watered within two temporary upland drying areas. The de-watered ,sediments-would he deposited by_m.Q. apical means Within.ahandoned settlinglagnnns(upland depressions.associated — with historic oyster processing activities)located at the central portion of the site.A detailed project description is attached. Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) -Based_upon consultations wlththe United States Army_Corps nf_Engineers,.Nabonal,Marine_Fisheries Service,United States Fish and Wildlife Service,New York State Department of Environmental Conservation and New York State _Department of State,various avoidance,minimization and mitigation measures for potential adverse impacts to the subject property and neighboring properties have been incorporated into the project design These include temporary and permanent erosion and sedimentation control measures,various dredging restrictions and best management practices, minimization of the revetment footprint and a low-profile jetty design. A detailed description of potential adverse impacts and the proposed avoidance,minimization and mitigation measures is attached. Request for Town of Southold Wetland Permit Proposed Bulkhead Replacement, Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County,New York Suffolk County Tax Map No.: District 1000—Section 038.00—Block 07.00—Lot No.007.001 Project Description and Supporting Information The applicant is proposing to conduct a bulkhead replacement, revetment construction and maintenance dredging project(the"proposed action")at portions of the above-referenced property(the"subject property,"see enclosed map excerpts in Attachment B and property survey in Attachment C). The subject property,which is currently unoccupied,was formerly utilized as an oyster processing facility and for boat maintenance and repair until circa 1996. Due to tidal action and coastal storms,including Hurricane Sandy,existing bulkheads at the subject property are now largely non-functional,and the shoreline area along Gardiners Bay has experienced severe erosion. Furthermore,the boat access channel connecting the site boat basin to Gardiners Bay has become unnavigable due to sedimentation. As such,the purpose of the proposed action is to prevent further erosion of the subject property shoreline and to restore former conditions by re-establishing a navigable connection between the boat basin and Gardiners Bay. The proposed action has been reviewed and received an Article 25 Tidal Wetlands Permit,Article 15 Excavation and Fill in Navigable Waters Permit and a Section 404 Water Quality Certification from the New York State Department of Environmental Conservation(NYSDEC),as well as an Individual Permit from the United States Army Corps of Engineers(USACE). The USACE evaluation of the project included review by the National Oceanic and Atmospheric Administration's(NOAA's) National Marine Fisheries Service(NMFS),as well as the United States Fish and Wildlife Service(USFWS). Finally,the proposed action has been reviewed and received a General Consistency Concurrence from the New York State Department of State(NYSDOS). Copies of the aforementioned permits and approvals are included as Attachment J. As a result of these approval processes,the recommendations and requirements of the aforementioned government agencies with respect to design features and avoidance/minimization/mitigation measures have been incorporated into the proposed action,as described below. As detailed on the enclosed project plans(Attachment D),the proposed action would encompass a 5.4-acre project area within the 18.34-acre subject property and includes the following elements: ➢ In-kind replacement of 1,323±linear feet of existing functional and non-functional bulkheading located along the Gardiners Bay shoreline,the perimeter of the existing boat basin and the boat channel. As required by the NYSDEC,the replacement bulkheading along the Gardiners Bay shoreline would be installed landward of the existing dilapidated bulkhead and Just landward of mean high water. A total of 900±cubic yards of sediments dredged and excavated from the site during other project activities(see below)would be backfilled landward of the replacement bulkhead by mechanical means(e.g.,crane, excavator,etc.). Replacement bulkheading along the boat basin perimeter and the boat channel would be installed at the same locations as the existing bulkheads. ➢ Installation of a 505±linear foot(3,640 square foot) rock revetment located immediately seaward of the replacement bulkhead along the Gardiners Bay shoreline. Based upon NYSDEC-required modifications to the original structure design,the rock revetment would consist of a 24-inch layer of five-to-15 pound blanket stones,topped by four-to-eight ton toe stones and three-to-eight ton cap stones The revetment stones would be installed by mechanical means. A total of 600±cubic yards of materials would be excavated from the revetment area by mechanical means and deposited as backfill behind (landward of) the replacement bulkhead. Request for Town of Southold Wetland Permit Proposed Bulkhead Replacement, Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County,New York Suffolk County Tax Map No.:District 1000—Section 038.00—Block 07.00—Lot No.007.001 ➢ Clamshell dredging of the existing channel connecting the boat basin with Gardiners Bay to previously authorized depths of five feet below mean low water. A total of 4,022±cubic yards of sediments would be dredged within the 21,303 square foot channel area,with channel side slopes graded to no greater than a 1:3 slope. The dredge spoils would be dewatered within two,3,300 square foot temporary dredge spoil drying areas to be located within upland areas to the south and east of the marina basin. The two 3,300 square-foot drying areas would be comprised of a plastic liner installed over a 42-inch high berm and surrounded by silt fencing. Approximately 300±cubic yards of dewatered dredge spoils would be deposited as backfill landward of the replacement bulkhead by mechanical means. As approved by the NYSDEC and USACE,the remaining dewatered dredge spoils would be deposited on-site by mechanical means within several abandoned settling lagoons associated with historic oyster processing operations at the subject property(or at other approved upland locations). The settling lagoons are upland features located at the central portion of the subject property and 250±feet from the nearest tidal wetlands. Pursuant to NMFS and USFWS requirements,the USACE permit for the proposed action restricts dredging between January 15 and May 31 of any calendar year. Moreover,according to the NYSDEC permit for the proposed action,dredging is restricted between April 1 and September 30 within any calendar year. As such,dredging of the boat channel would necessarily occur only between October 1 and January 14, inclusive. It is anticipated that dredging would be completed in 4±weeks. In order to minimize or prevent potential adverse impacts to marine life or habitats,various other dredging restrictions and best management practices(BMPS)are required as conditions of the NYSDEC and USACE permits(Attachment J). ➢ Replacement of 186±linear feet of dilapidated timber jetties located along alongside side of the boat channel with new timber jetties. Pursuant to the NYSDEC and USACE permits,the existing jetties would be replaced seaward to mean low water,with the portions of the existing jetties located below mean low water to be abandoned. Moreover,the proposed replacement jetties would be of a low-profile design that may not exceed 18 inches in height above the down-drift beach. ➢ Replacement of a dilapidated 560 square foot timber dock located within the boat basin with a floating dock of the same size. Y Construction of temporary,on-site access driveways to facilitate movement of vehicles, equipment and materials within the proposed project area. Installation of erosion and sedimentation controls including silt fencing,straw bales,drop inlet protection and stabilized construction entrances. As described above and included as conditions of the NYSDEC and USACE permits and approved plans,the proposed action includes various avoidance, minimization and mitigation measures designed to prevent significant adverse impacts to the upland,wetland and tidal water communities located at or adjacent to the subject property It is anticipated that one of two primary effects on tidal waters of the Town would be the placement of the proposed 3,640 square-foot rock revetment immediately seaward of the replacement bulkhead along Gardiners Bay. In order to minimize the effects of same,the replacement bulkhead would be installed further landward of the existing bulkhead and just landward of mean high water. Additionally,based upon NYSDEC requirements during the permitting process,the revetment has been reduced to the minimum Y Request for Town of Southold Wetland Permit Proposed Bulkhead Replacement,Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County,New York Suffolk County Tax Map No.: District 1000—Section 038.00—Block 07.00—Lot No.007.001 size necessary to protect the replacement bulkhead from wave energy Impacts that has rendered the existing bulkhead non-functional. The dredging of the boat channel to previously-authorized depths would result in a resumption of daily tidal flow to the boat basin,which currently is flushed by tidal waters Infrequently during storm events and/or extreme high tides. As a result,the boat basin has essentially become a landlocked,brackish pond. Therefore, the primary effect of the proposed action on the boat basin would be the re-establishment of intertidal wetlands within this feature due to the resumption of regular tidal flow,particularly along the non- bulkheaded eastern shoreline area. Intertidal wetlands are regarded by the NIVIFS and the NYSDEC as important habitat for a variety of marine fauna,including adult and juvenile finfish,shellfish,and various aquatic invertebrates. In order to enhance the overall habitat quality of these proposed intertidal habitats, the applicant is proposing the installation of smooth cordgrass(Spartfna alterniflora)plantings within a 5,086 square foot portion of the intertidal zone within the eastern portion of the boat basin,through implementation of the NYSDEC and USACE-approved wetland planting plan (copy included as Attachment E). Based upon the foregoing,it is anticipated that reestablishment of regular tidal flow to the boat basin and implementation of the wetland planting plan as proposed would result In the re-establishment of marine flora and fauna communities,as well as a significant improvement in overall habitat quality at the subject property. \\vhb\prod\Longlsland\28836 00 5hizen Hotel\docs\Permits\Wetlands\Town of Southold\February 2016 Additional Info Request\Protect Description Attachment docx 6I Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses -i become part of the application for approval or fundirig,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Proposed Bulkhead Replacement,Revetment Construction and Maintenance Dredging Project Location(describe,and attach a location map): 2835 Shipyard Lane East Marion,NY 11939, Brief Description of Proposed Action: Restoration and protection of the subject property shoreline,through in-kind replacement of 1,323 linear feet of existing,largely non-functional bulkheading and construction of a 505 linear foot rock revetment along Gardiners Bay to protect the replacement bulkhead.Dredging of the existing channel between the boat basin and Gardiners Bay to previously authorized depths of five feet below mean low water,through removal of 4022±cubic yards of sediment. Replacement of 186 linear feet of existing non-functional channel betties Replacement of a dilapidated 8x70 linear foot dock located within the boat basin with a floating dock of the same dimensions Implementation of a smooth cordgrass(Spartma alterniflora)planting plan within a 5,086 square-foot portion of the boat basin mtendal zone Name of Applicant or Sponsor: Telephone: (212)799-9711 Oki-Do Ltd.,Dr Kazuko Tatsumura Hdlyer,President E-Mail: Address: 20 West 64th Street,Suite 24E City/Pa State: Zip Code: New York NY 10023 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 0 may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2.-Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: NYSDEC,USACE and NYSDOS permits/approvals have been obtained for the proposed action(copies attached) 3.a.Total acreage of the site of the proposed action? 18 34 acres b.Total acreage to be physically disturbed? 5 4 acres c.Total acreage(project site and anycontiguous properties)owned or controlled by the applicant or project sponsor? 18 34 acres' 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban m Rural(non-agriculture) [Z]Industrial ❑Commercial 0Residential(suburban) OForest mAgriculture 0Aquatic El Other(specify): ❑Parkland Page 1 of 4 s 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑ '7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:Peconic Bay and Environs CEA ❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑✓ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑✓ ❑ A source of potable water would not be necessary to implement the proposed action 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ Wastewater treatment would not be necessary to implement the proposed action. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? F71 ❑ b.Is the proposed action located in an archeological sensitive area? ❑* ❑ "Based on review of NYS Cultural Resources Information System website. 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑✓ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: The posed rock revetment to he installed imm-diat ly seaward of the replacement bulkhead along the Gardiners Bay shoreline would occupy 3,640 square feet of tidal waters. The proposed smooth cordgrass(Spartina alterniflora)planting plan would occur within a 5,086 square-foot portion of the boat basin intertidal zone. J 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: m Shoreline m Forest ❑Agricultural/grasslands m Early mid-successional Z Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered?"According to NYNP records,three EIT species * ❑ have been documented near,but not at the site No such species were observed on-site during 2013-2015 field surveys. 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO ❑YES ❑✓ ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO DYES Page 2 of 4 1 s 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? 'If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility?, If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Z I AFFIRM.THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE VHB Engineering, urveying and Landscape Architecture, January 10,2016 Applicant/spon or na :as a ent for Oki Ltd Date: rY Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the El ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El 1:1affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate E] ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, El El or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ Elproblems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: ej STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , 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 assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. i Sworn to before me this Day of , 20 -------- -----�to�aryPubl-ic--- --- ------------------------------ -------------� Oki-Do, Ltd. Adjacent Properties that need to be noticed for the Southold town Board of Trustees Public Hearing to be held on March 23, 2016: 1000-38-2-31 1000-38.2-1-26 1000-38-2-30 1000-38.2-1-27 1000-38-2-29.1 1000=38.2-1-28 1000-38-2-27 1000-38.2-1-29 1000-38-2-26 1000-38.2-1-30 1000-38-2-25 1000-38.2-1-31 1000-38-1-1.13 1000-38:2-1-32 1000-38-1-28 1000-38.2-1-33 1000-38-1-27.2 1000-38.2-1-34 1000-38-1-27.1 1000-38.2-1-35 1000-38-1-26 1000-38.2-1-36 1000-38-1-25 1000-38.2-1-37 1000-38-1-24 1000-38.2-1-38 1000-38-7-9.4 1000-38.2-1-39 1000-38-7-8 1000-38.2-1-40 1000-38.2-1-1 1000-38.2-1-41 1000-38.2-1-2 1000-38.2-1-42 1000-38.2-1-3 1000-38.2-1-43 1000-38.2-1-4 1000-38.2-1-44 1000-38.2-1-5 1000-38.2-1-46 1000-38.2-1-6 1000-38.2-2-1 1000-38.2-1-7 1000-38.2-2-2 1000-38.2-1-8 1000-38.2-2-3 1000-38.2-1-9 1000-38.2-2-4 1000-38.2-1-10 1000-38.2-2-5 1000-38.2-1-11 1000-38.2-2-6 1000-38.2-1-12 1000-38.2-2-7 1000-38.2-1-13 1000-38.2-2-8 1000-38.2-1-14 1000-38.2-2-9 1000-38.2-1-15 1000-38.2-2-10 1000-38.2-1-16 1000-38.2-2-11 1000-38.2-1-17 1000-38.2-2-12 1000-38.2-1-18 1000-38.2-2-13 1000-38.2-1-19 1000-38.2-2-14 1000-38.2-1-20 1000-38.2-2-15 1000-38.2-1-21 1000-38.2-2-16 1000-38.2-1-22 1000-38.2-2-17 1000-38.2-1-23 1000-38.2-2-18- 1000-38.2-1-24 1000-38.2-1-25 BOARD OF TRUSTEES TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF OKI-DO LTD MAILING Applicant's Land Identified as 1000-38-7-7.1 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, Betsy Perkins, residing at Mattituck, New York, being duly sworn, depose and say that: On the , day of March, 2016, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the persons listed on the attached list at the addresses set below their respective names; that the addresses set below 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 Southold, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. 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I� TOTAL $6.485 � TOTAL $6485 TOTAL $6.485 � $6.485 TOTAL $6.485 TOTAL I POSTMARK OR DATEPOSTMARK OR DATE POSTMARK OR DATE POSTMARK OR DATE POSTMARK OR DATE I, jl RECEIPT ( RECEIPT"17 Qb RECEIPT 7104 2438 8090 0000 7524 7104 2438 8090 0000 7131 RECEIPT I 7104 2438 8090 0000 7517 I I L_ 7104 2438 8090 0000 7500 FROM. FROM' FROM. r I Moore Law O iceli' �� I oore Lawy�fioe, RECEIPT FROM: C Moan'eel,L`a�+,00 I g RE OKI DO LTD RUI S�� ' RE K i3R STEES I Moore Off�ce H RE 0 I DO �fi� TEES I 7104 2438 8090 0000 7548 ` RE OKL 6RUST® ® I +�® I I �C �® ROM: Moore Law Office RE OKI DO°LTD TRUSTEES q �L ! SEND TO` aaa 'F' D TO,I �' :,: el SE D !� ;S�y�oDn TO: v Monica WennertLlm —� �� '' T �' ;I' a�'® ��~ .e I \�R art F & dry oS 2820 Shipyard Lane•lfn[ I Ja Jr&Eileerf ' � it Wfiin red D`r' ® I East Marion NY 119391 D�ttl I eler CobA& I 282 1 N Lane U�I I �vlernck N 1156°� I � 100107 ENj I I � FEES: Clea"Gk Pt Club�fillanpa';;j FEES: 2 QrS ipyard Lane Bldg'? 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RE OKI DO'LTD T ST ES I RE OKI DO LTD TRUSTEES "0 REO O' D TRUS,EES RE OKI DO LTD TRUSTEES p R RF�QK Lz ` STEES I ��J�1/ SE D O' S ND TO l `� I SEND T l - I S N TO r/� -G i SEND,'O' z a d ed&Carol Dowd Mi hael&Sandra Green tel Heli 1645iPmellas Ba t... homas W 'r?-Gerd °F ornell I Thomas Mohr a 2820"S pyalyd Lan nit flg 1�^ �P C7 { 2820 Shipya a UrB'� PO Pox 413 �Qf I Tierce Verde FL 337 51 �ll�leidi Ct (S� 0� I East Marion NY 1 e`a ck NJ 07666Cj' Eas Man NY 11939 �I 7 B erma•NY�I'761 ✓ � � VAS ��e/ I ��6 I I I FEES I FEES i FEES. FEES' � �Pstnac,�a' 0485 Postage 0 485 � Postage 0 485 Postage 0 485 Postage 0 485 I Cerl'ified•Fe 330 Certified Fee 3 30 Certified Fee 330 Certified Fee 3 30 Return Receipt 270 Certified Fee 3 30 J Return Receipt 2 70 I Return Receipt 2 70 Return Receipt 2 70 Return Receipt 270 P Restricted j Restricted Restricted Restricted Restricted TOTAL $6485 TOTAL $6 485 TOTAL $6485 TOTAL $6.485 i TOTAL $6.485 POSTMARK OR DATE POSTMARK OR DATE POSTMARK OR DATE i POSTMARK OR DATE I POSTMARK OR DATE i I -- �� 70 s ea-U,_ �� RECEIPT I RECEIPT 7104 2438 8090 0000 7708 j 7104 2438 809 7715 i 7104 2438 8090 0000 7722 { } FROM. + FROM FROM- Moore Law Office 1 I Moore Law Office I Moore Law Office I RE OKI DO LTD TRUSTEES I RE OKI DO LTD TRUSTEES RE OKI DO LTD TRUSTEES _ 1 SEND TO: E' TO SEND T' �'� eif 8-Bonpie Palmer ! Gert dec mmina =3 Jose M�Jean-WFernandez leaves Poi l Corido '� 51 Tit s A'enue Qm 65 crlk3 Ave' I 820 Shipyard etn�6G1 Carle NY 115114 at Marion N 119 F Z F \S° FEES• - ® I Postage 0 485 I Postage "'0 4 5 Po tage D 48 Certified Fee 330 Certified Fee 330 Ce elur ed F`�ee.t 0 0 I Return Receipt 270 I Return Receipt 270 P Restricted Restricted Re tnctf' TOTAL s b $6 485 I TOTAL $6.485 I TOTAL $6.485 POSTMARK OR DATE i POSTMARK OR DATE jl POSTMARK OR DATE it I PD, %( 0s © ' � � OKI-DO LTD. NEIGHBOR LIST John&Betty Manoglu Martin A. Sarandria 49-12 169`1' St Eva McGuire Flushing NY 11365 PO Box 101 sctm: 1000-38-2-5 East Marion NY 11939 sctm: 1000-1-27.1 Gene&Heather Walker 2530 Gillette Dr Colin Crowley East Marion NY 11939 PO Box 343 sctm: 1000-38-2-26 East Marion NY 11939 sctm: 1000-38-1-26 Barbara L. Terrell 132 N. Jefferson Ave. Peter J. McKenzie Lindenhurst NY 11757 12 Lubber St sctm: 1000-38-2-27 Stony Brook NY 11790 sctm: 1000-38-1-25 Joseph Licciardi Catherine Pino John V. Kent 50 Cleaves Pt Rd 2195 Shipyard La East Marion NY 11939 East Marion NY 11939 sctm: 1000-38-2-29.1 sctm: 1000-38-1-24 sctm: 1000-38-2-31 Parkside_Heights Co Town of Southold 43 W. 54th Street 2F PO Box 1179 New York NY 10019_ Southold NY 11971 sctm: 1000-38-7-8, sctm: 1000-38-2-30 sctm:?1000-3817-9.4 Joseph A. Cherepowich Barbara Wanamaker Marion Santacroce 8 Russet Lane PO Box 103 Huntington NY 11743 East Marion NY 11939 sctm: 1000-38.2-1-1 sctm: 1000-38-1-1.13 Harold J. & Geraldine Boening John Cadwallader 91 Fairfax Rd 9 Stephens Way Massapequa NY 11758 Red Hook NY 12571 sctm: 1000-38.2-1-2 sctm: 1000-38-1-27.2 Patricia A. Murnane Brian&Jaye D Wills 301 E. 75th Street Apt. 10-H 680 Private Road#7 New York NY 10021 East Marion NY 11939 sctm: 1000-38.2-3 sctm: 1000-38-1-28 Kazuko Hillyer Angus Walker 2820 Shipyard Ln Unit 1 B2 2820 Shipyard Lane Unit 1 G2 East Marion NY 11939 East Marion NY 11939 sctm: 1000-38.2-1-4 sctm: 1000-38.2-1-14 Eileen Callahan&others SEEORIENT LLC 32-50203 rd St PO Box 352 Bayside NY 11361 Orient NY 11957 sctm: 1000-38.2-1-5 sctm: 1000-38.2-1-15 Dunne Living Trust 15 Heller Ct. James &Eugenie Melone Dix Hills NY 11746 126 Stewart Ave. sctm: 1000-38.2-1-6 Garden City MU 11530 sctm: 1000-38.2-1-16 Anthony F. Borg Family Trust 27 Perri Cir Angelo M. &Mary L. Frinquelli Middle Island NY 11953 24 Fox Hunt Lane sctm: 1000-38.2-1-7 Cold Spring Harbor NY 11724 sctm: 1009-38.2-1-17 Michael H. &Diane M. Zimm 329 Ryder Rd Martha A. Schwartz Manhasset NY 11030 500 E. 77th Street Apt. 3325 sctm: 1000-38.2-1-8 New York NY 10162 sctm: 1000-38.2-1-18 Micheline Messinger KVK 2820 Shipyard Lane unit# 1E1 R Enterprises Ltd. East Marion NY 11939 1651 Wantagh Ave. sctm: 1000-38.2-1-9 WantaghNY 11793 sctm: 1000-38.2-1-19 Russell L. &Barbarad_J_. Salerno ;160 Sebastian's Cv Maria Fasulo iMattituck NY 11952 Laurie Olson sctm: 1000-38.2-1-10, 29 John Daves La sctm:1000-38.2-141' Huntington NY 11743 __ _ ._. sctm: 1000-38.2-1-20 Thomas J. Jr. &Irene Murray 2820 Shipyard La Unit# 1 F2 Sonia&Henry Grib East Marion NY 11939 18 Milldam Rd sctm: 1000-38.2-1-12 Smithtown NY 11787 sctm: 1000-38.2-1-21 William H. III&Patricia J. Hodges 511 Raymond Street Rockville NY 11570 _ sctm: 1000-38.2-1-13 Gillian Francis John& Claudia Cesare Alice K. Jump 27 Taylor Rd 510 E. 84th Street Apt. 2E Huntington NY 11743 New York NY 10028 sctm: 1000-38.2-1-30 sctm: 1000-38.2-1-22 David L. & Gertrude A. Mammina Frederick C. Persan 51 Titus Avenue Ramona T. Persan Carle Place NY 11514 75 W. Fairview Ave. sctm: 1000-38.2-1-31 Valley Stream NY 11580 sctm: 1000-38.2-1-23 Froma Solomon 25 W. 54' Street Apt. 7A Martin&Audrey Green New York NY 10019 28 Marlboro Dr. sctm: 1000-38.2-1-32 Huntington NY 11743 sctm: 1000-38.2-1-24 Maureen Andreozzi 2820 Shipyard Lane Unit 3M Joan Boening Rev. Tr East Marion NY 11939 212 Sandpiper La sctm: 100038.2-1-33 West Babylon NY 11704 sctm: 1000-38.2-1-25 L J M Aupperle Rev. Tr 23 Sequoia Dr Arthur Toohig Hauppague NY 11788 Margaret Toohig sctm: 1000-38.2-1-34 2820 Shipyard La Unit 2F2 East Marion NY 11939 Angela P. &Eric I. Degis sctm: 1000-38.2-1-26 75 Washington Ave. Garden City NY 11530 Frances Allen sctm: 1000-38.2-1-35 Tara Shaw 143 Tullamore Rd Wm. Hichborn Rev Liv Tr Garden City NY 11530 2820 Shipyard Lane Apt. 3Q sctm: 1000-38.2-1-27 East Marion NY 11939 sctm: 1000-38.2-1-36 SEEORIENT LLC C/O Nora Conant Matthew Mironov 3955 Parkview Lane Barbara Lichtenberg-Mironov PO Box 352 10 Pond Park Orient NY 11957 Great Neck NY 11023 sctm: 1000-38.2-1-28 sctm: 1000-38.2-1-37 Marilyn&Howard J. Weisler J&M Kirschbaum Liv Trust 176 Estates Ter S 33 Aerie Ct Manhasset NY 11030 Manhasset NY 11030 sctm: 1000-38.2-1-38 sctm: 1000-38.2-1-29 Jeffrey S. Yellin George&Joan Deutsch Cindy Luby 2460-3 Shipyard Lane#5B 2820 Shipyard La Unit#4K East Marion NY 11939 East Marion NY 11939 sctm: 1000-38.2-2-3 sctm: 1000-38.2-1-39 Robin R. Heim Claire C. Collura 111 Cherry Valley Ave. 2820 Shipyard Lane Unit#4-L Garden City NY 11530 East Marion NY 11939 sctm: 1000-38.2-2-4 sctm: 1000-38.2-1-40 Ryoko Mochizuki James M. Jr. &Eileen K. Tonsmeire 5800 Artlington Ave. #7U 2820 Shipuard Lane Unit#4M Riverdale NY 10471 East Marion NY 11939 sctm: 1000-38.2-2-5 sctm: 1000-38.2-1-41 Ronald A. & Danielle M. Tadross Robert F. &Mary A. Rose 109 Roxbury Road 35 Winifred Dr Garden City NY 11530 Merrick NY 11566 sctm: 1000-38.2-2-6 sctm: 1000-38.2-1-42 Katherine E. Power 2006 Rev. Tr Monica Wennerholm 327 NE Golfview Cir 2820 Shipyard Lane Unit#4P Stuart FL 34996 East Marion NY 11939 sctm: 1000-38.2-2-7 sctm: 1000-38.2-1-43 Nancy M. Pellegrino Joan&Emily G. Savino 106 Parrot Place 5 Peter Cooper Rd 4B / Brooklyn NY 11228 New York NY 10010 sctm: 1000-38.2-2-8 sctm: 1000-38.2-1-44 Mmac LLC Cleaves Pt Club &Marina PO Box 67 2820 Shipyard Lane Bldg 7 Greenport NY 11944 East Marion NY 11939 sctm: 1000-38.2.-2-9 sctm: 1000-38.2-1-46 Karl L. & Carol L. Burfeindt Vincent J. & Susan G. Panettieri 150 Northern Pkwy 2820 Shipyard Lane Unit#5A-1 Plainview NY 11803 East Marion NY 11939 sctm: 1000-38.2-2-10 sctm: 1000-38.2-2-1 Thomas W. & Gerda F. Cornell SEEORIENT LLC 11 Heidi Ct PO Box 352 Bohemia NY 11716 Orient NY 11957 sctm: 1000-38.2-2-11 sctm: 1000-38.2-2-2 Thomas P. Mohrman 2820 Shipyard La Unit#6B East Marion NY 11939 sctm: 1000-38.2.-2-12 Michael & Sandra Greenstein PO Box 413 Teaneck NJ 07666 sctm: 1000-38.2-2-13 Helen F. Wyllie 2820 Shipyard Lane Unit#6D East Marion NY 11939 sctm: 1000-38.2-2-14 Ted& Carol Dowd 1645 Pinellas Bayway Apt. C7 Tierra Verde FL 33715 sctm: 1000-38.2-2-15 Jose M. &Jean M. Fernandez 65 Park Ave Merrick NY 11566 sctm: 1000-38.2-2-16 Leif&Bonnie Palmer Cleaves Point Condo 2820 Shipyard Lane Unit# 6G1 East Marion NY 11939 sctm: 1000-38.2-2-17 Gertrude Mammina 51 Titus Avenue Carle Place NY 11514 sctm: 1000-38.2-2-18 PATRICIA C. MOORS Attorney at Law 51020 Main Road Southold,New York 11971 Tel:(631)765-4330 Fax:(631)765-4643 March 11, 2016 CERTIFIED 14AIL RETURN RECEIPT REQUESTED RE: OKI-DO LTD. PROPERTY ADDRESS: 2835 SHIPYARD LANE, EAST MARION SCTM: 1000-38-7-7 .1 Dear Neighbor: I' represent the above with regard to their application to the Board of Trustees of the Town of Southold for a permit as more fully outlined on the attached Notice of Hearing. A copy of the site plan is also enclosed. The hearing on this matter has been scheduled for WEDNESDAY, MARCH 23, 2016 at or about 5: 30 p.m. at Southold Town Hall. If you have an interest in this project, you may review the files at the Board of Trustees office prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. If you have any questions, or you wish to support this application, please do not hesitate to contact me. Thank you. Very true-V yours, (--P ricia C. Moore PCM/bp enc1S. N UT 1m . U. i� ., -HtAm1 ,*% 1NG NOTICE .IS.:H:EREBY GIVEN that-a Pub"li;c Hearing will ee held`by-th6'South®Id tovvn-13oard ®`f _Trustees--at'the T6wn= Hall;.-53095',Win Road,=S.outhold,-.N. "Yor--k;`concerning;thiS- , p,ropert�"o OW N-E R. S O F .R.EC.O R�D-®: ,-O'- I D� "-��LTDr. : SUBJECT O=F PUBLIC" HEARING : For-a-We'tl'and'Permit-and.:a Coastal Er-osion".I?errnit-for-the-restoration of"the subject property shoreline throe-gh the" - - replacement -1,323.linear feet--of existing, largely'non-functional bulkheading;;-install-a 505-I'inear foot (.3,640"sgft) rock.--.- ' ' - revetment along-Gardiners Bay_;-dredge the existing cha'hnel-between the boat basin and.Gardihers Bay tofive feet below-_. mean loin► water-through the removal-=of±4;0.22 cubic yards:ofsedirnent to be dewatered on-site or other approved-upland locations; replace.1,86 linear-feet of.existing-non-funcfiF®nai-channel jetties,consisting ®f.a.±1'06 linear foot so"utheaster,.ly Bey --jetty:with,remains of seaward portion`belovv MLW--t®be abandoned, a °±61 Linear foot.long southwest erly..Bay j_tty with rer'nains of seaward-.p®r_tion below-MLW-tO-be abandoned, and a ±`19 11near"foot-16rig-jetty-within-the basin with remains of -- - seaward'p,gr-tion below ML--W,to be abandoned9-replace-existing dilapidated-WO linear foot dock"located within the boat basin-_- wifh_a"6'X30' ramp-leading.-to"an 8'x60' floating,dock in-new,locati®n;-arid re-vegetate with.Spart!na-alterniflora within a 5;086sq.ft._portiowof_the boat-basin htertidaf zone. .Lod4ted: 28-35 Shipyar..d:Lane, East_Mari6n. SCT.M# T 00=38-7-7.1- _ _T[M E & DATE-OF P U B-LIC- HEARING . : 1lVed.nes=d:ay,. M:a=rc.h 2.3, 2016" = ASSUMED IMMiftDAL WO ' } - ♦i } PBb 5F)FOLLOWIN$BOAT 'P�USTM6 HIGH MARSH 't •♦ \\ G DRFDbIN6 �I YIE(bAbl 5P) ' f € ....6...............�. % / DEINATERED DREDGE 5FOILS TO 1e1 `B°A L BE DEPOSITPP KV N THE "?• dal...0 a�°•uc.a°ue vennicn.nueueucu°, I......./,c I ON9rre 5EWUMI 1A+ 45 OR °°..°°..°°.e o�s......�.... of°'°o°co.° o�s° r oniER ArPRaJED.669 twLANo °OO f D Lo A'r S n A'°i• SILT FEN{.ING AND/ORSTRArXYBALES ° �o'� '�•• Td,B ANSTALLED AND-1j.....ED B� um A T @ DONOJ-SLOPB PRO.EG -ASSUMED ' % 1 WATER Ip mnw •v.we� ..w. - p0�ae°•O o/ AT�GM6 iyt 'w• xrt.Mon Navy° ,a •` "' MIERHETA P E 69rani MARINATO ESETAdkD vLOW Y'LARS t e(o°°O °° ° SEv�•ETLAND�FLA"ll m��/I�oeu4�1�N°rl" e I VDLUME TO BE EOATGH `: , ° p0,ra eom - .p°y ya my `f 1 8} °wyewlaw FXOAVAT AND runm (AF')'^' 4P�3 CYJ O°°:.��.s �VVo��',�J¢- I TDAL fJ27' °Ta*° �A^yDELI B DAVID) E� (AFPROX 9OO GTJ � r2 _ - .vlpyaoo °o r•,'l � I1.OGA AiOBYYO N<YPL4SON ID Ivi Y595 SECTION A-A-TYPICAL TIMBER BULKHEAD _ ♦°♦ �'��` �� / ' 1 ifp QA�♦y emnrwrx. -"o •"l i J. —mom I - - O♦pe' i ��3' 10 —------- -- -----------' - .. e° FI NEA((( � --'— '?,y/ :-(APPS eCO crJ _�'[SLL ��.'+?'� ,w0��° a/•// \*�.8�'� cp VOLUMETO fie L °°e°°°.e • 1 6�•0 0P (PPPRO)(400 O7J -. \ o! � „Dj ,,•\ awe ARMORMENr SECTION-BULKHEAD AND ROCK REVETMENT - % DREDGED CA-ImL e, ♦'t (A°ZI_OS 5P.V.4.0=CPJ 'm x�ia cm - (AREA 5f405PJ o�a9oa apY .ua ".. errEl la / , !� C;.J�•1{ O r 9„ DETAILED PLANo i SECTION 5-B CHANNEL 4 I f ; ,,,\ t• 2555 Shipyard Lane D ms.pe c°a.. ' t - .� Eaat Mabry TolM of Salh°IC SAlolk Lamty,Nan Yak �S ep� m. �.ne � .. '..� ,- . Bulkhead,Revotment and Dred9Vg Pion �'' C- , EXISTING HIGH MARSH WETLANDS rem�` � �„ •• ,�,C� < � ;�,* .. } A PRQ�P'�1S ED • �p INTERTIDAL ZONE AREA 0011,10-wing boat ., cham,neli dlredlglh-iM, ' IV I 8AtCHANNEL 01 vi'-R"tTYT �,. `� ry .'., , •: `. .' FIGURE 2 — MARINA BASIN DETAILS STREET ADDRESS: 2835 Shipyard Lane Ml)NICll"ALITSTATE,� l" East Marion, • of Southold, New York . SUFFOLK • 11 �,' ;I;�TY TAX I��. � NUMBER: D 111 • : r • •� COORDINATES: LAT.- 41.114422' N Lon,: -72.340740' VV I. IMAGERY I John M. Bredeme er III, President �pgUFFat �o Town Hall Annex Y o a � Michael J. Domino, Vice-President c=Y�� N 54375 Route 25 Glenn Goldsmith P.O. Box 1179 A. Nicholas Krupski Southold, NY 11971 Charles J. Sanders kat �,aOr'� Telephone (631) 765-1892 w Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of OHI-DO,LTD. COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR NOT LESS THAN SEVEN DAYS I �yk e Cc L�4Dftk_ residing at/dba l being duly sworn, depose and say: That on the "� day of r� , 200 , I personally posted the property known as by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday,March 23, 2016. Dated:s -(q— C Q gnature) Sworn to before me this a ofYQ,,L20 ` otary Publi BETSYA.PERKING Notary Public,State of New York No.01 PE6130636 Qualified in Suffolk Counfi� � _ Commission Expires July 18, NUTILEL. Ui� Ht: Am1 %* 1NG NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: OKI-DO, LTD. SUBJECT OF PUBLIC HEARING : For a Wetland Permit and a Coastal Erosion Permit for the restoration of the subject property shoreline through the replacement of 1,323 linear feet of existing, largely non-functional bulkheading; install a 505 linear foot (3,640sq.ft.) rock revetment along Gardiners Bay; dredge the existing channel between the boat basin and Gardiners Bay to five feet below mean low water through the removal of±4,022 cubic yards of sediment to be dewatered on-site or other approved upland locations; replace 186 linear feet of existing non-functional channel jetties consisting of a ±106 linear foot southeasterly Bay jetty with remains of seaward portion below MLW to be abandoned, a ±61 linear foot long southwesterly Bay jetty with remains of seaward portion below MLW to be abandoned, and a ±19 linear foot long jetty within the basin with remains of seaward portion below MLW to be abandoned; replace existing dilapidated 8x70 linear foot dock located within the boat basin with a 5'x30' ramp leading to an 8'x60' floating dock in new location; and re-vegetate with Spartina alterniflora within a 5,086sq.ft. portion of the boat basin intertidal zone. Located: 2835 Shipyard Lane, East Marion. SCTM# 1000-38-7-7.1 TIME & DATE OF PUBLIC HEARING : Wednesday, March 23, 2016 — at or about 5:30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of B a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1692 Ooci d of: Trust-ees ApplicAtibin 4 , AFFIDAVIT _� DFPOSES AND AFFIRMS`THAT NEISHE IS TIIE`APPLICANT F.OR'THE ABOVE a DESCRIBED P-ERMIT(S)' AND THAT AL STATEMENTS CONTAINEDOEREIN ; ARE TRUE TO THE BEST OF HIS RE-R KNOWLEDGE AND BELIEF,AND THAT ALL-WORK'WILL''•BE DONE'IN THE AIANNER,SET FORTH IN,THIS APPtIC.ATION AND AS MAY BE APPROVED BY TAtSOUTHOLD TOWN BOARD OF TRUSTEES: THE APPLICANT AGREES 16 HOLD THE-TOWN OF SOUTROL WAND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM-ANY.AND ALL DAMAGES A YERMIT(S),,IF„ ' ND`CLAIMS ARISING UNDER'.OR BY VIRTUE OF SAID GRANTED. IN COMPLETING THIS A'P$LICATION,I HEREBY,AUTHORIZE THE- TRUSTEES,THEIR AGENT($)OR;REPRESENTATIVES,INCLUDING THE CONSERVATION ADV1SORY.00UNCIL;TiO ENTER ONTO.M,Y."Pit OPERTY'T-0 INSPECT THE PREMISES'IlY CQNJUNGTION WITU1114 APPLICATION, INCLUDING,A'FINAL,INSPECTION. -I FURTHER AUTHORIZE,THE BOARD'.OF TR?USTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED"TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND•OR-,COAST-AL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE'TERM OF THE PERMIT: attire of Property Owner JD Lk SWORN TO BEFORE ME'THIS, _, _r DAY'-OF 1 26_ ) �4 , E No y -ublic 1 LUKE'JAME l AIt,LA - - Notary Public, StateYOM- No:o1 FAR N499 walN,de,I6,New_York6bunty +' - MyCommissiop',Eiipires Apr21;,}20t9 ,� c' w a oke=no• Ltd 20 West 64'St.,Suite 2'4E, New-York, NY 10023 Ph-'-212 799 9711 Fax:'212 7991661 ' DATE:"01/'18/2016 John M. Bredemeyer III, President Town of Southold'Bo_and of Trustees Town Hall Annex 54375 Main Road P:O: Box 1'179 Southold;NeW York 11971-0959 Re: Request for Town of'-Southold Wetland Permit' Proposed-Bulkhead Replacement, Revetment'Construction,and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion;Town of Southold ' Suffolk County; New York Suffolk County Tax Map'No.: District-1000—Section 03$.00'—Block 07:00—Lot No. 007.001 Dear-Mr'.,Bredemeydr: As owner of theabove-referenced property'and the permit applicant, Aease.'accept'this letter as authorization for VHB' Engineering, Surveying and Landscape Architecture,_P.C,:, with offices at 100 Motor Parkway;-Suite 135, Hauppauge New York 11788;to serve as°the agent In the filing and processing,of all documentation,related Io the'above-referenced matter: Your Cooperation r is greatly-apprec'ia'ted.` Sincere, a LDr'kazuko Tatsu ,Hillyer N, President Oki-;Do Ltd. r 1 i s APPLICAN VAG]ENDRYEPRESENTATW E TRANSA'C'I'10NAL DISCLOSUlt,FORM[ � I The Tawn.ii.Sash td t'� ode of E rias pro)tibi s ca is of interest on the p6rt o•.own off lcots andt 1 t ' '1'lte rose of t ?his`fcirm is tg pIrovide iuforn, tion which can alert jhe town of ho'sgib a eti iets f inloo.,91 anil-allow it total€e whatever lotioat is necessity to avoid same, t' YOUR NAMEi W-116 td. f, . (Last name,first ria'me,-tllt,.ddrle initial,unless you ane applying to the name of someone else or other entity,such•as a company.If so,indicate the other ° i person's or aompany's'name.) NAME OF APPLICATION: (Check all,that apply.) • i Tax grievance Building Variance, - _ Trustee Change of Zone Coastal Erosion _ s Approval ofplat Mooring i Exemption from plat or official map Planning ; Other (If"Other`",name the activity.) Wetland Permit Application Do,you persal7ally(oe through your cotnpany;spouse,siblingi,parent,or nchild),have a relationship with any officer or employee ' of tile'lriwn ot`3outhold? "ttelationg}rip"hicltidcs by'hioad,riiWitiflge,',sir.busiss interest."Business interest"means a business, including z.p' ' rship,in�Yilieh the titlwlt OMMr at'employee rias even,ti partial ownersliiyi of(or employment by)a corporation' in which the town officer'dremploy owns motedhan 5°lo of the shares. YES NO If you answered"YES",complete the balance of.this form and,date•and sign where indicated. �, Name.of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the a0pl16ant/ag4nt/representative)and the'town officer or employee.Either check the appropriate line A)through D)and/or'desc4be in the space.provided. 'The towmofficer.or employee or his or Iier spouse,sibling,-parent or child is(check all that apply): i. A)-the owner-of,grcatur than 5%'df the.sfiares of the eti:pofate stock of the applicant (when thc.applicant is a corliomtion); li)the IegtiloCbeneficial owner,of.'any intenest'in a non-.corpotlite untRY,(when the aplilican't is:riot ac6rpofation); C)alt offic$r,diredbr,Partner„or:cmployee ofthe appQctinf;gr A);tlie actual-applicant.- DESCRIPTION OF RELATIONSHIP Subtnl le his , dayof � 2001(51 ,- Sign t �e -� ,�,�••-r....- , int ame �� f—I Form TS l -, �,• - FA S�FAILLA ' Not ry Publ` -State at New Yolk NO,; 1FA6?30409 Oualified In New YorkZounty My Commisslon Explres Apr 21,-2019 1 ' i APPLICANT/AGENT/RE,APPLICANT/AGENTIRE,PRE,SENTATM TRANSACTIONAL DISCLOSURZ FORM Tie T'wn of southold's codo of?;titW)rohibhs conflicts of interest on the part of town 6ff cor On fhe nurnose n itis form is toprovide Intbrinotion which can alert lite town of&sslbla conflicts of Interest and allow it to tak-Q whatever notion is necessn to ayold same. YOUR NAME, David Kennedy,as consultant to Oki-Do Ltd„Dr,Kazuko Tatsumura Hillyer,President (Last name,first name,ipiddle Initial,unless you are applying id the name of someone else or other entity,such as a company.If so,dndlcat�the other person's or company's name,) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Wetland Permit Application Do you personally(or-through,your con)pnny,spouse,sibling,parent,or child)have a relationship with any officer or employee of the'rowil of Southold?"Relationship"Includes by blood,nlnrriage,or business lhterest,"Business interest's means a business, F including n partnershfp,in which dile town'ofticer or employee has even a partial ownership of(or'employment by)a corporation In whlcli iho town officer or employee owns more thnn 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where Indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,of child is(check all that apply): A)the owner of greater than 5%ofthe shares of the corporate stock of the.pplioAnt (when the applicant Is a'eorporation); B)the legal orbenonclal owner of any interest in a non-corporate entity(when rite applicant Is not a corporation); C)an officer,director,partner,oeemployee of tite applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP i ' Submitted t6 Signature• PrintName Ken Form TS 1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Towel). 1 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 i oust be exl2lained in detail listing t Both Sul,morting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 - 038.00 07.00 -007.001 PROJECT NAAM Proposed Bulkhead Replacement Revetment Construction and Maintenance Dredamg The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 1. 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) f (b) Financial assistance(e.g. grant,loan,subsidy) L_l (c) Permit, approval,license,certification: ❑ Nature and extent of action: -Restoration_and protection of the subject property shoreline,through in�kind replacement.of 1,323 linear feet of existing lar ea Iv non functional bulkheading and construction of a 505 linear foot (3,640 square foot)rock revetment along Gardiners Bay to protect the replacement bulkhead Dredging of the existing channel between the boat basin and Gardiners Bay to previously authorized depths of ffvefieet-betow-mean-bwwater throughTemavatuf4t22a-cubic yards-ofTedm em--Reil-cernemt of-talinear ee o existing— non-functional xis ingnon-functional channel jetties Replacement of a dilapidated 8x70 linear foot dock located within the boat basin with a floating dock of the same dimensions Implementation of a smooth cordgrasss(_Sp_arhna alterniflora)planting-plan dh n , _a F n 6,square-foot. portion of the boat basin intertidal zone P Location of action: 2835 ShOyard Lane Hamlet of East Marion,Town of Southold,hold,Suffolk .o-ynty.MNew York. Site acreage: 18.34 acres Present land use: vacant/unoccupied Present zoning classification: Marine II(MII) 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: Oki-Do Ltd. Dr Kazuko Tatsumura Hillyer.President (b) Mailing address: 20 West 64th Strepat Suite 24E.New Yrft NYJ02, . .___ (c) Telephone number: Area Code(21 799-9711 (d) Application number,if any: Will the action action be directly undertaken,require funding,or approval by a state or federal agency? Yes No❑ If yes,which state or federal agency?_United Sta.#_esrmyWCor ps of Engineers Permit No.:NAN2013-01475-EYA C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Pest Management Practices that will further each policy. Incomplete answers will require that the foram 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 The purpose of the propos.d a.tion is to protect the s i 'ect property from f ther damage dtiP to erosion and to .srPstore r.wosly-uls wg_CQLld tbRs within the boat basin and boat channel As such,the proposed action is considered a maintenance and restoration project,rather than a development protect. Therefore,the policy is 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 According to the NYS Cultural Resources Information System website,the subject property is not considered an historic or archaeological resource within the Town of Southold. Moreover,the proposed protection and restoration project would occur within previously disturbedldeveloped areas Accordingly,the proposed action is consistent with this _— Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria [)] Yes ❑ No ❑ Not Applicable The proposed action is not intended to enhance visual quality or scenic resources,however,the roosed action would improve ddapidated bulkheads and jetties located along Gardin.erS Say�Accordingly the or000sedc#ion ispnsisi_PnLwith this-poliay Attach additional sheets if necessary NATURAL OAST POLICIES(Not Applicable) 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 E Yes 0 No ❑ Not Applicable ,..A5 t e—p..ttKp-Qse of-tbe pr9posed..action_is-taprevenLWdher.. msion.and_flooding_ak.the-suhjectprapedy,-fhe..proposed action_isxansisten with_ . this policy. 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 0 Not Applicable Attach additional sheets if necessary _ - Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. V Yes No Not Applicable Dredging otffiehoat..chaanel_ta.pnoL-deptbs_would.result in_restoral on-ofintedidaL-wsllands witb-te. ma inAo-Jo thofesumplion of regule[_. tidal flow,particularly along the non-bulkheaded eastern shoreline area. In order to enhance the overall habitat quality of these proposed intertidal wetland habitats,the applicant is proposing the installation of smooth cordgrass(Spartina alterniflora)plantings within a 5,086 square foot portion of the intertidal zone within the eastern portion of the boat basin,through implementation of the NYSDEC and USACE-approved wetland planting plan (copy inc udedasAttac menf5&ffie January 20,2016 wetland permit app ication pac age . ase upon aoreg io ng wetlan restoration restoration and protection measures,the proposed acfion is consistentwit�i t ifi s policy. 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. Fj Yes [:] No[:X] Not Applicable Attach additional sheets if necessary Policy g. 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 1:1 No L 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. El Yen No Fxl Not Applicable Attach additional sheets if necessary• - t WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III•—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ❑x 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 0 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 El 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 ❑x Not Applicable PREPARED PY David Kennedy T'I'TLE_Project Scientist DATE February 26,2016 i E O U .�S "a 00 0 Ovhb January 20,2016 Y �? � I I Ref: 28836.00 VIA CERTIFIED MAIL—RETURN RECEIPT REQUESTED I JAS! 2 0 2016 John M. Bredemeyer III, President Town of Southold Board of Trustees (' S�_��S Ly. .',1''�c Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Re: Request for Town of Southold Wetland Permit Proposed Bulkhead Replacement, Revetment Construction and Maintenance Dredging 2835 Shipyard Lane Hamlet of East Marion,Town of Southold Suffolk County, New York Suffolk County Tax Map No.:District 1000—Section 038.00—Block 07.00—Lot No.007.001 Dear Mr. Bredemeyer: VHB Engineering,Surveying and Landscape Architecture, P.C. (VHB)is serving as the environmental consultant to Oki-Do Ltd.(the"applicant"),which is proposing to conduct a bulkhead replacement,revetment construction and maintenance dredging project(the"proposed action")at portions of the above-referenced property(the"subject property,"see enclosed map excerpts in Attachment B). The subject property,which is currently unoccupied,was formerly utilized as an oyster processing facility and for boat maintenance and repair until circa 1996. Due to tidal action and coastal storms,including Hurricane Sandy,existing bulkheads at the subject property are now largely non-functional,and the shoreline area along Gardiners Bay has experienced severe erosion. Furthermore,the boat access channel connecting the site boat basin to Gardiners Bay has become unnavigable due to sedimentation. As such,the purpose of the proposed action is to prevent further erosion of the subject property shoreline and to restore former conditions by re-establishing a navigable connection between the boat basin and Gardiners Bay. Accordingly,VHB has prepared a Town of Southold Wetland Permit application package on behalf of the applicant,which is requesting a permit for the proposed action in accordance with Town Code Chapter 275 (Wetlands and Shoreline). The permit application package includes all of the required materials listed in the Town wetland application checklist. The proposed action has previously received permits from the United States Army Corps of Engineers(USACE) 100 Motor Parkway Suite 135 Engineers I Scientists I Planners I Designers Hauppauge,New York 11788 P 631 787.3400 F 631 813 2545 John M. Bredemeyer III, President Town of Southold Board of Trusteess'� ®®po Ref: 28836.00 �®p January 20,2016 Page 2 and the New York State Department of Environmental Conservation(NYSDEC),as well as a General Consistency Concurrence from the New York State Department of State(NYSDOS). For your reference,copies of the aforementioned permits/approvals are included in Attachment J. To assist in the processing of this request,we are hereby enclosing three sets of the following: Attachment A Town of Southold Wetland Permit application form and project description attachment Attachment B Site location map and excerpt of the USGS Topographic Map,Greenport, New York Quadrangle Attachment C Existing conditions survey,dated February 1,2013 Attachment D 2835 Shipyard Lane Bulkhead, Revetment and Dredging Plan,dated February 20,2015 Attachment E Wetland Planting Plan,dated April 24,2014 Attachment F Photograph location map and representative site photographs Attachment G NYS Short Environmental Assessment Form Attachment H Town of Southold LWRP Consistency Assessment Form Attachment I Signed Board of Trustees Affidavit,Transactional Disclosure Forms and Authorization letter Attachment J Copies of USACE, NYSDEC and NYSDOS permits/approvals for the project In addition,enclosed please find a check in the amount of$250.00, representing the Town Wetland Permit application fee. Thank you for your cooperation In this matter. If additional information is required,or should you have any questions,please do not hesitate to contact me. Sincerely, VHB Engineeri ,Surveying and Lands Architecture, P.C. /'�s David Kennedy, M.S. Project Scientist DK/ enc. cc:P. Moore, Esq.w/enclosures \\vhb\prod\Long1s1and\28836.00 Shizen Hotel\ProjRecords\FinalDocs\Town Wetland Permit App Itr 1-20-16 docx i