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Home My WebLink AboutAGM: George's Sanitation Debris;Terry Contracting;Mitchell Park AIR. chmenk, A New York State Department of Environmental Conservation AM Division of Solid & Hazardous Materials, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 _ Phone: (516) 444-0375 FAX: (516) 444-0231 John P. Cahill Commissioner July 27, 1999 The Honorable Jean W. Cochran _ 5_upervisor Town of Southold _ Town Hall 59095 Main Road Southold,New York 11971 Dear Supervisor Cochran: The New York State Department of Environmental Conservation("Department")is in receipt of both the Town of Southold's letter of July 21, 1999 from Mr. James Bunchuck, requesting approval to use approximately 5000 cubic yards of excavated material from George's Sanitation as alternate grading material in the capping of the Southold landfill and the analytic data sent under separate cover by Dvirka and Bartilucci. The Department has reviewed the analytical data provided and has no objection to the use of the material as alternate grade at the Southold Landfill as long as it is used only beneath the geomembrane liner. If there are questions,please contact the undersigned at 516-444-0388. Sincerely' fOest G'� ampro Jr.o/W Environmental Engineer I cc: Alice Hussie,Town of Southold Gregory Yakaboski,Town of Southold James Bunchuck,Town of Southold Melissa Treers,NYSDEC, Albany David Glass,D&B Doug MacNeal/DEC file: 52S 17 Jtt�-a�-iyq� 1� 5HM STON-, FRQCni PAGE 01 1515 444 0'31 F.02,'ck Now York State Department of Environmental Conservation Division of Solid & HOWdous Mets,rlals, Region One Building 40 - SUNY, Stony Brook, New York 11790,236$ Phone: 1916) 444.0375 FAX: (5115) 444.0231 Mo John', CAhUI Commiaiene. July 27, 1999 The Honorable Jean w.Cochran Upervisor Town of Southold Town Hall • 39095 Main Road Southold.New York 11977 1 Dear Supervisor Cochran! The New York State Department ofBnvironawrrtel Conservation("Departtnent")is in receipt of both the Town of Southold's letter of July 21, 1999 from Mr. James Bunchack, requesting approval to use approximately M cubic yards ofexcavated material f4otn(30orp,s Sanitation as alternate trading material In the capping of the Southold landfill and the analytic data sent under separate cover by Dvirka and Bartilucci. The Depitntnent has reviewed the analytical data provided and has no objection to the use of the tmt*r W its aftmate trade at the Southold Landfill as long as it is used only beneath the teometsbraue liner. If there are questions,please eootact the undersigned at 516-444-0388. Sincerely, &Itarxrpro Jr. pnvirontnentai fingineer I CC: Alice Hussic,Town of Southold Oregory Yakaboski.Town of Southold James Bunehuek,Town of Southold Melissa Treers.NYSDBC.Albany David GILD, Ddtg Doug MacNeal!DEC file: 52317 tCT►L P.02 �oSUFFot c,� �Q G .JAMES BUNCHUCK P.O. Box 962 SOLID WASTE COORDINATOR co Cut.chogue, New York I M.T5 Z Oy • .�` Tel: (516) 734-76,95 /fJOl �aQ`' Fax: (516) 734-7976 July 21, 1999 SOUTHOLO TOWN SOIAI) WASTE DISTRICT Ernest Lampro, Jr. New York State Department of Environmental Conservation Division of Solid and Hazardous Materials, Region I Building 40—SUNY Stony Brook,NY 11790-2356 Dear Mr. Lampro: As we discussed earlier this week,the Town of Southold is interested in acquiring approximately 5,000 cubic yards of excavation material from George's Sanitation for use as alternate grading material under the landfill cap in Cutchogue. The material has been tested for target compound list and target analyte list parameters,and for cyanide. In addition a sieve analysis has been performed. (The results of these tests are being forwarded to you under separate cover from Dvirka and Bartilucci). Upon receiving DEC approval for use of the fill as intended,the Town of Southold will begin to make plans for having the material delivered to the landfill. I look forward to hearing from you at your earliest convenience. Please feel free to contact me if you have any questions or need further information. Sincerely, )X A��_e-j I�, , e Ar James Bunchuck cc: Town Board Members Dave Glass, Dvirka and Bartilucci ,AUG-23-99 15 : 14 FROM: ID: 51G3G4* PAGE 1/2 ; S d1bDVirka and Bartiiucci CONSULTINQ ENGINEERS 330 Crossways Park Drive,Woodbury,New York, 11797.2016 616-364-9890 v 718.460.3634 Fax:618-364-9045 e-mail: db-eng0woridnet.att.not August 23, 1999 James Bunchuck Post-It"Fax Note 7671 pat "A et pa°�a►: ;L — Solid Waste Coordinator , TO G c F'°"' Town of Southold Co,/pept. co. Town Hall Phone N , Phone# Magri Street Fax a 76 Fax e Southold,NY 11971 ' Re: Southold Landfill Wood Waste at George's Transfer Station D&B No. 1314-F 1 A Dear Mr. Bunchuck: ,, As requested, we have evaluated the wood waste at George's Transfer Station in Southampton for acceptance at the landfill. Our evaluation was based on the following: 1. Results of chemical analysis of the wood waste transmitted to us from Terry Contracting and Materials, Inc. on May 26, 1999 (Attachment A). This transmittal was forwarded to Ernest Lampro of the.NYSDEC on July 21, 1999. As indicated in the attachment, for several parameters the concentrations slightly exceed NYSDEC recommended soil cleanup objectives presented in TAGM 4046, 2. Visual inspection of the waste on July 23, 1999. Photographs taken at the time of the inspection are attached (Attachment B). Based on the above, we agree with NYSDEC's letter dated July 27, 1999 that the material sampled and inspected is acceptable for use in filling in the former lagoon beneath the gas ' venting layer and geomembrane cap. Although several parameters for semivolatile organic compounds and metals exceed the TAGM values, we do not consider these exceedances significant, in particular in consideration that the material will be placed under the cap. The material should be placed and compacted in accordance with the recommendations presented in the letter prepared by Tectonic Engineering.Consultants dated January 22, 1999(Attachment Q. A DIVISION OF WILLIAM F.COSULICN ASSOCIATES,P.C. J AUG:�23-99 15: 15 FROM: ID: 51636 5 PAGE 2/2 i DVIRKA AND MARTILUCCI I James Bunchuck Page Two Solid Waste Coordinator Town of Southold August 23, 1999 t If you have any questions or require additional information, please do not hesitate to contact me, Thomas F. Maher, RE, TFM/nm Vice President Attachment CO: Supervisor Jean W. Cochran(Town of Southold) G. Yakaboski(Town of Southold) cc/encl,: D. Glass (D&B) ♦13141TFM99-28.LTR(R03) i 1 tr. •1 r I 1 r Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@worldnet.att.net August 23, 1999 James Bunchuck Solid Waste Coordinator Town of Southold Town Hall Main Street Southold,NY 11971 Re: Southold Landfill Wood Waste at George's Transfer Station D&B No. 1314-FIA Dear Mr. Bunchuck: As requested, we have evaluated the wood waste at George's Transfer Station in Southampton for acceptance at the landfill. Our evaluation was based on the following: 1. Results of chemical analysis of the wood waste transmitted to us from Terry Contracting and Materials, Inc. on May 26, 1999 (Attachment A). This transmittal was forwarded to Ernest Lampro of the NYSDEC on July 21, 1999. As indicated in the attachment, for several parameters the concentrations slightly exceed NYSDEC recommended soil cleanup objectives presented in TAGM 4046. 2. Visual inspection of the waste on July 23, 1999. Photographs taken at the time of the inspection are attached(Attachment B). Based on the above, we agree with NYSDEC's letter dated July 27, 1999 that the material sampled and inspected is acceptable for use in filling in the former lagoon beneath the gas venting layer and geomembrane cap. Although several parameters for semivolatile organic compounds and metals exceed the TAGM values, we do not consider these exceedances significant, in particular in consideration that the material will be placed under the cap. The material should be placed and compacted in accordance with the recommendations presented in the letter prepared by Tectonic Engineering Consultants dated January 22, 1999 (Attachment Q. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. DVIRKA AND BARTILUCCI James Bunchuck Page Two Solid Waste Coordinator Town of Southold August 23, 1999 If you have any questions or require additional information, please do not hesitate to contact me. truly yc}urs> Thomas F. Maher, P.E. TFM/nm Vice President Attachment cc: Supervisor Jean W. Cochran(Town of Southold) G. Yakaboski(Town of Southold) cc/encl.: D. Glass (D&B) ♦1314\TFM99-28.LTR(R03) r • TERRY CONTRACTING A MATERIALS, lNc. "0 WEST MAIN STREET RIVERHEAD,NEIN YORK 11!01 (310)7274170 FAX(016)721.0410 FAX COVER SHEET DATE ✓ / f NO.OF PAGES INCL.UOMIG (� COVER PAGE r TO: NAME 'aw/j, COMPANY: u FAX NUMBER: 36 1 - 9oq5- AA �OCAtNON: HARD COPY TO FOLLOW: YES NO COMMENTS rr m-ee-tom df:1&"01,71 WERiCAN TO 7270010 P.63 C N L �P AIHA PAT BORATOMES CTWH PH— May 24 .100 cry camifn Terry Contrectinp 840 Main Skmet "rhnd,NY 111101 lc stoe"m tW Ma.weft; Enclosed pleas WW the laboratory Analysis Rwart(s) for ownple(s) raaived on May 20. IM. American Am"cM Laboratories a mVmd the sworn thnouah May 25 199 for M k4owinp; t:NT IDI AMALYM Vow=. So**let I m TCL PestlddufflIM,TAL Metak 23 If you have any Quaftm or Mquim Ulhw irrhymgtion, pisses all at your oorwenw m. Amertaen An "Col Labontorm would tike to owink you for the opportunity 10 be o/ssrvIce b you. Belt Regards. Amu km-.4ja+Cs +rato.+fiti,Jo. 56 TOLEDO STREET • FARMINGDALE.NEW YORK 11735 (516)464-6100 9 FAX: (516)4548M7 • IF- - . 1�--j�•.� «, • . • JAI. y. •7 1-::'•`� —Trig • - • '. ». mm NEU 1 ti �i�ibzblal�7�•7: • .�• :X1. _rT� 'mac Y• t��'ti•1'�a��T�.�lire '`t*:1� . 1�1� _ r-fir..• •� 1ti Are 7-iz MAi :1 11 NNWfir•' ,Ttr. M •�..•1.' ,•1 •rte 411 JjjjjjjjL,%IC-t ju 1 1 iri.iL�►'ii�1•IAi• 't• • �� 1'.~.fit 1�1 it wr•• (• �� '�XL•�l 'TL•':I��r -•� :��i.•�i� -'ti «4'1'1 � •:iir•i►Ll:�r„Il:r��4 f +c4Tit ILAII:i 1 ~ u •.It'1 r ti =i• �` f �� r 11 lei �r7' Tim-:T T��r-. - . T• •' `Ti•`T 'i Ir ttr- • r --•ter.--_*'�:r; v. �k'il it"1 •1�� Clb ,► ".� uo Isnt Tno1D, °"t' 10: 9913057 ' frac: soil Date a 11418 CYANIDE ANALYSIS Lob 10• Mont 10 _-9013057 0.198' 'Method:SIN1a(4SOp.CN.p) Am EaCAN LAB LATO ES 56 IOU=maser•FAMNOME NPAIYORK I IM• is Sao•nuc 514 46&4W node-lVW kit_i olo-" PIER[CFiN M � 7270410 P.08 CINM Deb mwwd lo: . Oaoe � Matrix: � 1a PESTICIDES/PCB'S EPA METHOD 8081/8082 IVI A-o4 COYPOUlm C/1ti No. 11 MOLTS mako J -d ca a.BHC 31 c p-9HC 319-8"�7 45 &-am 3194WI mc akwww) -594" 44- 133 � .4•OW 72-a" .1 <5 EndmAsn I 4 Erodoodfan It .6 <5 Ell flom su 1031-M-6 ErWn <5 spoidde =44" .4' 3 T � Fnfmn trel" 12574-TV-2— -cloo ' 1 2 <1m Anxftw 1232 11141-194— <1 <100 Amahlor 120 I—294 .000 Aro~M4 11 K100 I MOWN 12M1 < AMERICAN $6 Ywoo SOW 9 FARL*Ioc LE row Vcm I 17 W!0-4v*ROM AMERICAN T10 7270410 P.09 COME Ton • u•��..:•.r.• • Sjodq�ft- LFMW rOCOmma • '•M • 1 •' �. 1 _Nft WWymd: 1. Target • • • • List-Metals r F4WM1 MGga �. ULTS • T, a • AD44I 1 r* 1 1 •a COP=j c ` 1= • �® KM H 1.0 4.12 3WIP- �� • • _ oc/ NFiii r . 1 00M1 —_1� •f` 1 LEAD,ft 1 MERCURY.He- 0.02 / A C' 1 F/ 1 MEMO. 1WNW,Sb • PUMUMM" 5.5 ISO 3WIUK to 77.9 1 M Sa AL �i �,, 66 TOLEDO WAS*1AftSQ0ALF_NEW YORK 17V-6 LITWW—f6lo)Ao"W? _ -" � � ■■■tit!!■■■■ ■■�■! �� ■!!■■®■fit!■■!■■■t! ■i�� ■t■lt�lt�■■■!!■■t■� A �>`� `"{'�...ti✓z ,Y1. "�.� 4''. t�f X"M.'��!-..t �,. f`� �rT idi _ Av ' s�`.•{ x..:..� ,_. ..moi",� �' '� °�%t ,,y:P'> '' �.'sw'�* j.�! .. w iPa:s .A t4 r P.t x ��' i � V J •F 4 1 .✓_ '�R''`1'* " � 'x�:�.�, '� ..''+ate`. ae 4 '1s SY I"i" l*iM �4i� MF Dvirka r• b •• M �� s�t. E� � � `4, +l =-tee •'��..1�� .•�'a �; r" `- L 4 .R Wild i rte, ..t• , `',t � �-, IL jo Dvirka , � :rf • • Bartilucci • • ENGINEERS A DIVISION OF • ATTACHMENT C TECTONIC ENGINEERING CONSULTANTS LETTER REPORT DATED JANUARY 22, 1999 REGIONAL OFFICES � Latham.New York 518.783-1630" ENGINEERING f 32-7146 CONSULTANTS PC. West rChester,Ohio Massachusettsn. 51138759-9500 P.O.Box 447,615 Route 32 Fax No.914-928-9211 Highland Mills. New York 10930 914-928-6531 Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, New York, 11797-2015 Attention: Mr. Thomas F. Maher, P.E. January 22, 1999, RE: W.O. #2142.04 SOUTHOLD LANDFILL CLOSURE CONSTRUCTION AND DEMOLITION DEBRIS LAGOON FILL SOUTHOLD, NEW YORK Dear Mr. Maher. As requested, Tectonic Engineering has reviewed in concept the proposed use of residential construction and demolition debris (C&D) as bulk fill for the landfill lagoon. The lagoon is located in the northwest comer of the landfill along the landfill "footprint edge. The lagoon is about 400 feet long, an average of about 120 feet wide, and about 25 feet deep. ' The use of the C&D for lagoon fill is based on the following technical assumptions: 1. The C&D is of a mixed character, i.e., composed of various materials resulting from residential yard work, earthwork, and building demolition and construction. 2. The total volume of C&D stockpiled on site is about 1,000 CY. 3. Based on our review of the preliminary grading plans for the Southold Landfill closure provided to our office by Dvirka and Bartilucci, the proposed maximum fill over the top of the lagoon surface is about 10 feet. The recommendations for use of the C&D in the lagoon are as follows: • The material should be mixed before being placed to the greatest degree practicable. • The C&D should be placed in 8-inch compacted lifts. • Compaction of each lift should be performed with at least four passes over the complete lift surface using the Town's Fiat-Alice FD30B bulldozer or compaction equipment with an equivalent or greater ground pressure. CIVIL-GEOTECHNICAL• STRUCTURAL ENGINEERS ENGINEERING Mr. Thomas F. Maher, P.E. 2 January 22, 1999 • The C&D should be placed in alternating lifts with the glass sand or other acceptable bulk fill material. As discussed in our letter dated January 19, 1999, the glass sand should be placed in compacted lifts of 9 inches and compaction of the glass sand should be performed with at least two passes of the bulldozer. • No significant quantities of materials that create hydrogen sulfide, such as gypsum board, should be landfilled. •• The C&D should only be deposited at an elevation that is at least 5 feetabove the seasonal high groundwater level. In summary, if the above assumptions and recommendations are followed, the C&D should be acceptable for use as fill in the lagoons. Please call me if you have questions. Sincerely, TECTONIC ENGINEERING CONSULTANTS, P.C. Peter T. Sutherland, P.E. Senior Geotechnical Engineer PTS/Oprojectslsouthold12142.04 C&D rep.doc AUG-09-99 18: 15 FROM: IDW3G49045f PAGE 1/3 Post-it`Fax Note 7671 Date pages 3 QUO— TOTAM From At A �J_ , �_ I` ju* l Co./Dept. Co. �•(y . ..1� _ Phone M Phone NIfjY/1�/� Fax N 1514-143 Fax N Y * '" •DRAFT PROPOSED CON'T'RACT& RE: "GEORGE'S SAN>('1!'ATION FILL" J�Vrl_ l,4Nflr1 Augud 9, IQ" Bob Terry Terry Conlracang 1k M ,Inc. + 5� $ero west Maturer Si. -b G Rivubead,NY 11401 Dear Mr.Tem- -I atm writing in to your offer to deliver till m the Town of Soudwld for use as grading masterW st the.C e Landfill. As you discussed with r engineering consultaets Dvirka and Bwtilucci,and with Jiro Bunchuck of m, st-iff.i our offer is to deliver approximately 3,000 cubic yards of fill at a The of $8 per cubic -..)rd. to be paid by Terry Contracting and NWaiale.Inc.,to ffit:Town. The Town is prtpamaad to acscnr the fall on din buil. ShmId this be aoce�b�c to both panties,the Town and Terry Cam meting A Materials, Inc.rause �G,�1�Y�✓, agroe to the following 1) The s"t ircc. of 4 Till delivered to the Town aurrder this agreement dealt be exduei"ly the pWrh at Cnx rge's Suibbon Service,Mid Haoapton Rd.,Qwp e,NY. Ma fill to be delivemd,shall pe limited to the stockpile ymwed by Dave Glows of Dwka oW Bartihtoci,on bchal a ,0 t t,: Tdwan of Southold,on July 23, 1999,and approved in writing by the DEC in a letter to thk T doted July 27, 1999(sa Mwhmcnt`A') 2) The Ml +4 tim thc'[mm»nder this atagareertneaat a1wl poaae+s die same ch naical turd ph -saral/wot tat awwctorisace as that deseribed in the repr+a VW$&MOO lawyees you provodcd t e Town in May and hune1999,and which wars reviewed aid approved for usr;► v.!t(iing ahaattertitl at the Soadbaold hidfill by the DEC(sec AttwAvient`8'). 3) TermCmdrach ng and Msdcrisls,Inc.aba11 ontit'y to the aoa a f8dY of 60 treat report VPWSed in ponigrsT►h 2 Nith icTed to naatxrial to be deliverod to the Iodell. AUGG-09-99 18: 16 FROM: ID:93649045 PAGE 2/3 0: Terry Coeeaating do Inc. 88/99 Latter n' fmorgee' till p.2 4) Ernooyees at a Town landfill will visually inspect each lead delivered for dand d other Physical mak Based on Omm nupediom,the Town meervea tlhe right in mod my load fur apparent tion phum, in wbicb sae the load will not be dumped,but will be removed frau the landfill h, "T Coa>Stacxirag and Matotials,Inc.,at no cost to the Town. At 16e Town's sole option. an.' Fill d�+wor aces rmle■ded at the Cutchogue landfill under this agreement that is hast judged by the Tenn h on visual inspection,to be in appah+att non-compliance sWl be strbjod either to removal h+ T Contracting at no cost to the Town,or subeoqueut elmnieal and/or geoted hoical testing as dcsc bed in paragraph(2)above,also at no Dost to the Town. llny filldeliverod tinder this agreement is found,through tea ft to be treaaoeptoble due to now-oomplatnce with the chemical :+.nd/ot geotechnical standards set forth in parugno(2)above!+hall be removed by Terry Corttrsettng at °cost to the Town. F*pk ort � II VGWioV Q, WI 1111 3) If ruquk•stc'J by;tlhe Towq Torry oonhaeting will ague to provide the Town with 24 hours lausln�ss advanar m A icc iiof the times date,and quamtky of cub delivery+. AJAy5. 6) Priv•-►h'.delivery of any fill to the Town!older this agremont,Terry ceebuting agrees to provtci<' Ow Town with a list of alleles and/or trailers to be rued for dcliveting the till along with the votumdric as of each vehicle. Time infonudou shall include the lioease plate 4,water IcVCI Cap>,r.oty i terms of cubic yards,and amount of fill aTeded to be bawled in each vehicle should it hc greatetr or less than the water level capacity for my reason. The iefgrnWion shall he nu.wid to the Solid Waste Coorditudor. Terry Coat ating apm to provide the same infortnatirm any additional vehicles it may two under Omcoubact that are tact on the original list s«-r, •.fon to be provided before said vehicle delivers its fort load.The Town reserves the right v,-e k the capacity of any truck andlor trailer used by Terry Contracting under this agrtx•rnrnt c' through taking messlu� amts of vohmc or ttuough eaku119 vdh' Ie weights (loaded and/or. )using the Town's truest scales loealod at the Catobogne laadtill. p4lMt$4 tllv Tem.C 6 k Materials,Inc.will conhply with all applicable federal,shto,and local drfivarios laws and rcgul 'cos ooncernho�g eraoaporbbo+o+ ll" dAA /9 0) Either pa n v t�armhnme this ar"me"k for my ttsason,with at least 24 hours notice to the CEJ 171 vthcr part, S termini i will tact absolve either patty of Om*m ponsibilitics under this 1 6 agru'ment whi a the agroasteat was in cffcd. � i A signed cm of thiswill aonstnute a contrad between Terry Caotrsctiwg k Materlabr,Inc, and the Town of Southold P sign below if tW above terms are maopUble,and return+a copy to me. Upon W16 my receipt ot'the�i watrac,t,deliveries of all to the laa+dBll rosy begin at stay lima. Yea r+houW `. -!- contact Mr tiiim heck kt(516)734-7685 to oomdm to delivery scbm%les. IMS lol Please lot me.lens.« if 4m have any questions. Vu�nl r Sithcctaly, #1AI14414ej I.� ,41G Towt tan W. Cochrsto Sttpervit+vr -7. T cw64 � � •t �i T^0. i 1 AUG-09-99 16: 18 FROM: ID: 649045 PAGE 3/3 Terry Contracting Inc. V9/'99 LAMer re CPnK�pe' 150 P. I I I(wo)agree to the abj tow for heli vay of fid!to the Town of Svudwld. Supervisor.Tcmr of d (Type Boone) Tatty Contracting& Meriala,�. I r i i I i i I I I I I i I I i Uwe l� * * *DRAFT PROPOSED CONTRACT* RE: "GEORGE'S SANITATION FILL" August 9, 1999 Bob Terry Terry Contracting&Materials, Inc. 840 West Main St. Riverhead,NY 11901 Dear Mr.Terry: I am writing in response to your offer to deliver fill to the Town of Southold for use as grading material at the Cutchogue Landfill. As you discussed with our engineering"consultants Dvirka and Bartilucci,and with Jim Bunchuck of my staff,your offer is to deliver approximately 5,000 cubic yards of fill at a fee of $8 per cubic yard,to be paid by Terry Contracting and Materials,Inc.,to the Town. The Town is prepared to accept the fill on this basis. Should this be acceptable to both parties,the Town and Terry Contracting&Materials,Inc. also agree to the following: 1) The source of the fill delivered to the Town under this agreement shall be exclusively the property at George's Sanitation Service,Mid Hampton Rd., Quogue,NY. The fill to be delivered shall be limited to the stockpile viewed by Dave Glass of Dvirka and Bartilucci, on behalf of the Town of Southold,on July 23, 1999,and approved in writing by the DEC in a letter to the Town dated July 27, 1999(see Attachment`A') 2) The fill delivered to the Town under this agreement shall posses the same chemical and physical/geotechnical characteristics as that described in the representative sample analyses you provided the Town in May and June 1999, and which was reviewed and approved for use as grading material at the Southold landfill by the DEC (see Attachment B'). 3) Terry Contracting and Materials,Inc. shall certify to the accuracy of the test report specified in paragraph 2 with respect to material to be delivered to the landfill. 1 Terry Contracting&Materials,Inc. 8/9199 Letter re:George's fill p.2 4) Employees at the Town landfill will visually inspect each load delivered for cleanliness and other physical makeup. Based on these inspections,the Town reserves the right to reject any load for apparent non-compliance,in which case the load will not be dumped,but will be removed from the landfill by Terry Contracting and Materials, Inc.,at no cost to the Town. At the Town's sole option, any fill delivered and unloaded at the Cutchogue landfill under this agreement that is later judged by the Town,based on visual inspection,to be in apparent non-compliance shall be subject either to removal by Terry Contracting at no cost to the Town,or subsequent chemical and/or geotechnical testing as described in paragraph(2)above,also at no cost to the Town. Any fill delivered under this agreement that is found,through testing,to be unacceptable due to non-compliance with the chemical and/or geotechnical standards set forth in paragraph(2)above shall be removed by Terry Contracting at no cost to the Town. 5) If requested by the Town,Terry contracting will agree to provide the Town with 24 hours advance notice of the time,date,and quantity of each delivery. 6) Prior to the delivery of any fill to the Town under this agreement, Terry Contracting agrees to provide the Town with a list of trucks and/or trailers to be used for delivering the fill along with the volumetric capacities of each vehicle. The information shall include the license plate#,water level capacity in terms of cubic yards,and amount of fill expected to be hauled in each vehicle should it be either greater or less than the water level capacity for any reason. The information shall be provided to the Solid Waste Coordinator. Terry Contracting agrees to provide the same information for any additional vehicles it may use under the contract that are not on the original list, such information to be provided before said vehicle delivers its first load. The Town reserves the right to check the capacity of any truck and/or trailer used by Terry Contracting under this agreement,either through taking measurements of volume or through calculating vehicle weights (loaded and/or tare)using the Town's truck scales located at the Cutchogue landfill. 7) Terry Contracting&Materials,Inc. will comply with all applicable federal, state,and local laws and regulations concerning transportation of clean fill. 8) Either party may terminate this agreement,for any reason,with at least 24 hours notice to the other party. Such termination will not absolve either party of their responsibilities under this agreement while the agreement was in effect. A signed copy of this letter will constitute a contract between Terry Contracting&Materials, Inc. and the Town of Southold. Please sign below if the above terns are acceptable,and return a copy to me. Upon my receipt of the signed contract,deliveries of fill to the landfill may begin at any time. You should contact Mr. Bunchuck at(516)734-7685 to coordinate delivery schedules. Please let me know if you have any questions. Sincerely, Jean W. Cochran Supervor Tem'Contracting&Materials,Inc. 8/9/99 Letter re:George's fill ' p.3 I(we)agree to the above terms for delivery of fill to the Town of Southold. Jean W. Cochran Date Supervisor,Town of Southold (Type name) Date Terry Contracting&Materials,Inc. �FFO�,� J o, c�Gy� AMES BUNCHUCK = .c P.O. Box 962 SOLID WASTE COORDINATOR y Cutchogue, New York 11935 O Tel: (516) 734-7685 Fax: (516) 734-7976 SOUTHOLD TOWN SOLID WASTE DISTRICT November S, 1999 MEMORANDUM TO: Town Board Members FROM: Am Bunchuck SUBJECT: Terry Contract Addendum Attached is a draft addendum to the contract between the Town and Terry Contracting, Inc. wherein Terry Contracting is delivering fill from George's Sanitation to the landfill for use as grading material under the landfill cap. The addendum changes the terms of payment by Terry Contracting to the Town to be within 30 days of being billed by the Town. The contract currently requires payment by Terry upon delivery of each load. These terms were not requested by this department or the Town Attorney, and in any case are unrealistic. I request the Board approve this draft addendum. TN11 T I II I Fliil_L 51F, ;t 1.=,?'; F. 1 IRA IT DRAFT CONTRACT ADDENDUM This lease addendum modifies only that term described herein and all other terms and conditions are in full force and effect. Terry Contracting & Materials, Inc will deliver approximately 5,000 cubic yards if fill at a fee of$8 per cubic yard, to be paid by Terry Contracting and Materials, Inc. on a monthly basis to the Town of Southold. In addition, the Town of Southold will submit monthly invoices to Terry Contracting and Materials, Inc. and payment thereafter must be made to the Town of Southold within 30 days of the invoice date. Robert G. Terry, President Jean W. Cochran Terry Contracting & Materials Inc. Town Supervisor Dated �, Dated_ %%3VF0 JAMES BUNCTIUCK C y P.O. Box 962 SOLID WASTE COORDINATOR ti Z Cutchogue, New York 11935 p Tel: (516) 734-7685 y�O• O!� Fax: (516) 734-7976 SOUTHOLD TOWN SOLID WASTE DISTRICT August 12, 1999 MEMORANDUM TO: Greg Yakaboski FROM: *im Bunchuck SUBJECT: Letter Agreement RE: Accepting Fill From George's Sanitation Attached is a DRAFT letter agreement between the Town and Terry Contracting regarding accepting the fill material at George's Sanitation that has been approved by NYSDEC for use as grading material under the landfill cap. The letter was drafted by myself and Dvirka&Bartilucci, and is adapted from one developed earlier with regard to accepting material from Smithtown(remember the Edwards Food Store property?). As with the Edwards material, Terry is proposing to pay the Town$8/cubic yard to accept it. Could you please review and/or revise and get this to Jean(or the Town Board?)for her approval and signature? George's has agreed to work through Terry on this, but is anxious to have it done ASAP. He's hoping to start moving it next week, so if we need Board approval, can we get it on the agenda for Tuesday? Please let me know if you have any questions. SUFFo COPY FOR YOUR JFAN W. COC ASO; MFORNA101 SUPERVISOR ro y� 4 Town Hall, 53095 Main Road O • P.O. Box 1179 y �� Southold, New York 11971 %��! Fax (516) 765-1823 Telephone(516) 765-1889 OFFICE OF THE SUPERVISOR TOWN OF SOUTHOLD August 18, 1999 Bob Terry Terry Contracting& Materials, Inc. 840 West Main St. Riverhead, NY 11901 Dear Mr. Terry: I am writing in response to your offer to deliver fill to the Ton of Southold for use as grading material at the Cutchogue Landfill. As you discussed with our engineering consultants Dvirka and Bartilucci Bunchuck of my staff, your offer is to deliver approximately 5,000 cubic and $8 per cubic yard, to be paid by l at a fee of Te and with Jim delivery. rry Contracting and Materials, Inc., to the Town s Of at the time f ry. The Town is prepared to accept the fill on this basis. Should this be acceptable to both parties, the Town and Terry Contracting& agree to the following: g Materials, Inc. also 1) The source of the fill delivered to the Town under this agreement shall Property at George's Sanitation Service, Mid Hampton Rd l be exclusively the delivered shall be limited to the stockpile viewed by Dave Glass of Dvirka The fill to be Quogue, NY. behalf of the Town of Southold, on July 23, 1999,and approved in writing letter to the Town dated July 27, 1999(see Attachment `q°) and Bartilucci, on by the DEC in a 2) The fill delivered to the Town under his agreement shall posses the s physical/geotechnical characteristics as that described in the representative sample you provided the Town in Ma ame chemical and use as grading material at the Southold landfill bydhe DEC (see Awhich was rev-ttachment approved`B'). 3) Terry Contracting and Materials, Inc. shall certify to the accuracy of the test report specified in paragraph 2 with respect to material to be delivered to the landfill. • Terry Contracting&Mat , Inc. 8/9/99 Letter re: George'sill p. 2 4) Employees at the Town landfill will visually inspect each load delivered for cleanliness and other physical makeup. Based on these inspections,the Town reserves the right to reject any load for apparent non-compliance, in which case the load will not be dumped,but will be removed from the landfill by Terry Contracting and Materials, Inc., at no cost to the Town. At the Town's sole option, any fill delivered and unloaded at the Cutchogue landfill under this agreement that is later judged by the Town, based on visual inspection or any other tests,to be in apparent non-compliance shall be subject either to removal by Terry Contracting at no cost to the Town, or subsequent chemical and/or geotechnical testing as described in paragraph(2)above, also at no cost to the Town. Any fill delivered under this agreement that is found,through testing,to be unacceptable due to non- compliance with the chemical and/or geotechnical standards set forth in paragraph(2)above shall be removed by Terry Contracting at no cost to the Town. Material rejected by the Town shall be removed within 15 business days. 5) If requested by the Town,Terry contracting will agree to provide the Town with 24 hours advance notice of the time, date, and quantity of each delivery. 6) Prior to the delivery of any fill to the Town under this agreement,Terry Contracting agrees to provide the Town with a list of trucks and/or trailers to be used for delivering the fill along with the volumetric capacities of each vehicle. The information shall include the license plate#,water level capacity in terms of cubic yards, and amount of fill expected to be hauled in each vehicle should it be either greater or less than the water level capacity for any reason. The information shall be provided to the Solid Waste Coordinator. Terry Contracting agrees to provide the same information for any additional vehicles it may use under the contract that are not on the original list, such information to be provided before said vehicle delivers its first load. The Town reserves the right to check the capacity of any truck and/or trailer used by Terry Contracting under this agreement, either through taking measurements of volume or through calculating vehicle weights (loaded and/or tare)using the Town's truck scales located at the Cutchogue landfill. Actual payment for deliveries by Terry Contracting shall be based on measurements made by and the records maintained by the Town. 7) Terry Contracting shall dump the deliveries of acceptable material at the locations specified by the Town. 8) Terry Contracting&Materials, Inc. will comply with all applicable federal, state,and local laws and regulations concerning transportation of the fill material. 9) Either party may terminate this agreement, for any reason, with at least 24 hours notice to the other party. Such termination will not absolve either party of their responsibilities under this agreement while the agreement was in effect. A signed copy of this letter will constitute a contract between Terry Contracting&Materials, Inc. and the Town of Southold. Please sign below if the above terms are acceptable, and return a copy to me. Upon my receipt of the signed contract, deliveries of fill to the landfill may begin at any time. You should contact Mr. Bunchuck at(516) 734-7685 to coordinate delivery schedules. Please let me know if you have any questions. Sincerely, Terry Contracting&WON,Inc. 8/9/99 Letter re: George's fill p. 3 Jean W. Cochran Supervisor I (we)agree to the above terms for delivery of fill to the Town of Southold. t f Jean(W. Cochran Date VV Supervisor,Town of Southold (Type name)' ,Rir r 6, Date Terry Contracting&Materials, Inc. y At*hment A 0 New York State Department of Environmental Conservation AM Division of Solid & Hazardous Materials, Region One Aftwe Building 40 - SUNY, Stony Brook, New York 11790-2356 _ Phone: (516) 444-0375 FAX: (516) 444-0231 John P. Cahill Commissioner July 27, 1999 The Honorable Jean W. Cochran Supervisor Town of Southold _ Town Hall 59095 Main Road Southold,New York 11971 Dear Supervisor Cochran: The New York State Department of Environmental Conservation("Department")is in receipt of both the Town of Southold's letter of July 21, 1999 from Mr. James Bunchuck, requesting approval to use approximately 5000 cubic yards of excavated material from George's Sanitation as alternate grading material in the capping of the Southold landfill and the analytic data sent under separate cover by Dvirka and Bartilucci. The Department has reviewed the analytical data provided and has no objection to the use of the material as alternate grade at the Southold Landfill as long as it is used only beneath the geomembrane liner. If there are questions, please contact the undersigned at 516-444-0388. Sincerely, C/ t rnest Lampro Jr. Environmental Engineer I cc: Alice Hussie,Town of Southold Gregory Yakaboski,Town of Southold James Bunchuck,Town of Southold Melissa Treers, NYSDEC, Albany David Glass,D&B Doug MacNeal/DEC file: 52S17 11�14 I 7270410 P.ec- Attac-Ont B MMIG`M NYSOOH rrtAP 11418 WA PAT,LPAI 15M jim R E$ CTDOH PFwzm June 24, 1999 Robert Tatty Terry ContrwUn9 840 Main Stroh Riverhead, NY 11901 Re: GooroN Dear Mr.Terry; Enclosed please-find the Laboratory Analysis Report for Ow sample wehod on May 20. 1999. Arnertan Analytical Laboratories anaymd the sample t trough June 23, 1998 for the following: CLIENT 10 IW i 8 _ft Georges slaw s i N you have any questions or require further Information, please call at your convenkuxw American Anatytl yl Laboratories would Hko to thank you for the oppmturdty to be of service in you. Best Regards, Jfnlsl'ICAn_/1lwat�A�`CA � JCC. t 56 TOLEDO STREET s FARMINGDALE.NEW YORK 11735 (616)454100 • FAX:(516)464-0027 •- M crtLu.v Iu 7270410 P.03 Attach '1B' I Client: Terry Contracting Client ID: Georgsa . b) Date recely-od: 05/20/99 1_aborat ID:9913057 Date extracted. NA Matrix: Soli Dste analyzed: 0813/89 Contractor. 11418 Grain Size Analysis Siwe Ana s. Result % 2" 100 1 American Analytical laboratories at the request of the above referenced dient has conducted a Sieve Analysis for the Soil Sample listed above. The analytical date indicates that 10090 of the sample grain sine Is less than 2 I I MSRI $ 66101.600 6TR6ET•FARMINGD&F.NEW VON 1173 •(510 • AK (S16 4640021 1 ' rill us. / * 1 ' i • l3��''��il' ..•.. ._ iC'�lSi�OE�!li��iO�'i!E ME�OiEaMEEr NNOM�aarN�NiEEa!!EE !!!SINS aENENMOlNEMENNasom �� SSNEOlEOE!lESONiaE EE ES ■■ MaaaaaiaaaN�!!!EM ONE EO ■■ ■!!!ElOm!lEEEom �� aaaESEEMaElSsiMEiE ■MrNlOEEMMEESEEMM! IME IMM ME ■lESS!!!iElS!lEEN' .. �IME OEM M! EEMEM! ■O! i� ■ ■■ ■!MMES on !�mm ■ SOMEONE SON ON O rE�a ■s!!■ ■■ ■N!ElEEO lMESEElOEE carr■ ■ MMUMMINEM . • • N F mr • _ - •• MI-eb-1vIi" a I:V,m FROM P Eft(CAN TO 7270010 P,03 Attachme*BTR • AlRICAN L NYBDON ELAP 11419 BO " iiisT '-0oRIES AMA p May 24 .1968 Cssoy Collins Terry Contrsctinq 840 Win Stmt Rimrhesd,NY 11801 Ra: Stockpile Dear Ms.Collins; Enclosed please find the Laboratory Anelysis RePort(a) for "mPle(s) received on Msy 20. 1999. American Ana"cai Laboratories analyzed the samples through May 25 1999 far the following; CLIENT ID ANALYGM Stockpile vowles.T Sordy"les,TCL PeadddevPCIM,TAL Metals 23,Cyanide If you larva any queslfons or require further informstlon. Please cele at your convenience. Anwdmn Analytical Laboratories would Rke to. thank you fpr the opportunity to be of service to you. Bost Regards, —AWFkMA -Ate. 56 TdLEDO STREET . FARMINGDALE.NEIN YORK 11735 (516)454-6100 • 'FAX: (516)454-80127 • TTM , Real, .7' . -•• — a4i ��i: .. • :.•'tet:►_�:�� l��bY��_C�1:. • :• au. _. � • YJ�` � . :. � ILJ"T. .. • •1 �F�•��•ILZ•iTa_!�l��. � I fel `�CSr�i��•�j►�•�T•1:1��•�-� � �- �•*'?Ltd/� f'1 1! Ita•1�1��/.I�� '��c � 711 off - •T' �1�t• K 11 '►'�-T-'rT� ` 1 f 1 �� e. a �• �r•':1X•Li•Ihl«r•`,�il � '��_iirST� 1/1 - • �� X T 1 �■�� 1i�1Y,1•�ll� OEM11 `•_ C •�• ��ll=t . �• 71:r 1. 1• 11 11 - �C •1 1 :�-V* KI �:'�:►.{..��",,L-.i! ..3TC •�,-• IUILf/b41M Attachment B ler*Terry Cont" t nt ID ilo Dsito race : 05/20/9 " ram !0: 991 7 ate extrac►iwi:MOM atrtx: Sol - -POO aria UGntMCWr 11418 CYANIDE ANALYSIS Lab 10 0 Client 10 Ft"uft gNLka 8913057 1S to 0.188* 'Method: SM I 8(4500-CN-D) AMERANALCAN �LABORATORIES ae toJoo aaerr-FA MN6D&E K%W vcarc 11 • ie im•cnn eie gar-at*ah r►aM ArER 1 CRN TO 7270410 P.0e Attachm nt B i�ni" Cvntracsl C IW :5 n os a :981 7 l 1 Metrix:861 Date ena Contractor: 11416 PESTICIDE"CB'S EPA METHOD 8081/8082 COMPOUND CAB No. RESULTS uog Akidn OL-8HC 31 -848 p-8HC 319-85-7 <5 6-8HC 31941&8c BH (LkWans) 9 Chkwdww 12769:az 33 .4 DOD 72.64.8 < 4 4' •28.3 5'w -1 <5 Endo s 1 959- <6 asu 11 -05-9 <5 End sufte 1 W 1 7$ ErtWn72-20-8 <5 Endrin• e 74211. <5 mo !or 76 <6 Hoplachlor spoxide 24.67 <5 4,4• -43-5 Tom ns $001 X5-2 <5p0 Endrin ketone 63494- c5 16 1 74-M. <100 Aroohlor 1 1104-26-2 <100 123$ 11141.16 <t XFaW 12421-9 <100 Amd9or im 1 N -29-8 <1 AmdAor 1 11 <1 M�ochlor 1 1 -5 ecioo AMERICAN ��ANAM&AL 1 $ $6 7ClEDo 3TgW•FARMbf*C^L .WW V'Of11C 11YM-"6 176 •FIJC 616 46"W7 107--#-2b-ly�" Ul!07RM FROM A'ERiCPN TO 7270410 P.09 ^ Attachment B lent Terry contrace2pClient ; 5t Date received: 05rZOM Labor*!2gID; 9913057 ew wdracled: OV24= Mat*:Sad e snit rw*r. 11418 Target Compound List-Metals PARAMETER REPORMO LIMN mg&g RESULTS muft SILVER. 1.15 laa BAPJUM,Bs 1. .1 CADMIUM,Cd COPPER, Cll 1.0 38.0 MAGNESIUM, 1.0 987 NICKEL, KI 1.0 4.1 tUM, so Zb <z, ZINC.-Zn 105 ALUMINUM.Al is 21110 BERYWU , Eli 03 <0.3 C0 T,C 1.0 <1.0 IRON, e 1.0 3,210 - MANGANESE,Mn 1.0 31.8 Pb K6 231 THALLKJM,Ti 5.5 ,5 MIERZURY, Hg 0.02 0.167 ARSENIC As 6 18.2 M,Ce 1.0 13,500 CHROMIUM,Cr 1.0 31.0 PUTIOSSIM K 5.5 163 SWUM, No TO n.o MTIMONY,Sb 1.0 3.53 VANADIUM,V 1.0 Performed by SW-646 Malod 601 W000 non aney" ♦WEAN_ S 66 10CE00 S1tiEET#.!nM ALL NEW VON 117M.", i1 L4TaS-FR (bl A64-=7 W-7;� fl � rp w INNMEME MMI MEME ■NEMMMiiifliliiiiEN MMI ON ■NE■ENSEENNEENUMMEN SME ■aYiYiiiiiYEiitiiM SME momiYYYYiiiiiiYiii NO ■ommommiiYYiiiriii ■YaAsiiliiY0iilMIii iYiiYiiiiiiiiiiiii . ■YliYYiiiiiiiiiiii ■YiiiuAiiYYlliiYi■i ME ■iYiiiiiiiYiiiiiii �!i ■YiiiiiiiiaaiiiiiM NO ■�YiYYYiisiiiiYit� ., rte. i MEMORANDUM TO: Thomas Maher FROM: James Mulligan_ DATE: September 19, 2001 SUBJECT: Pesticide Contaminated Soil(6,500 cy) This is to confirm my conversation with Jim Bunchuck today regarding payment to Terry Contracting & Materials, Inc., (Terry) for the disposal of approximately 6,500 cy of pesticide contaminated soil to be placed on the landfill. Jim Bunchuck stated that all costs, including placement and compaction of this material, will be under separate agreement between the Town and Terry, and that the Town will negotiate and agree to the cost for placement and compaction on the landfill. Jim Bunchuck has arranged for the counting and weighing of Terry's trucks at the landfill scale to facilitate accounting and payment for this work. JM/tam cc: James Bunchuck 011314/JMO l LTR.doc-0l SEP 1. '00 1: `PH WC-1LD T01.111 HALL 516 765 16 ? 49 P. 1 t Post-ir Fax Note 7671, Date -, of 10"'4 _ 4, ^ 1 To C0.IO2pt C.O. Phone 8 Phone K VILLAGE OF GR Fax Fax SOS-rssvz-a�►--�- w--- Intermunicipal Agreement (IMA) re: "Mitchell Park Soil"For Use in Capping the Southold Town Landfill at Cutchogue, NY. The following terms and conditions shall, when agreed to and signed by both parties, constitute an Intermunicipal Agreement between the Village of Greenport,NY and the Town of Southold, NY wherein Village of Crreenport shall deliver approximately 2,000- 4,000 cubic yards of soil which has been deposited at Mitchell Park, Greenport,to the Southold Town Landfill in Cutchogue, NY for use as capping material in the Cutchogue landfill closure project, TERMS AND CONDITIONS, 1) The Town of Southold and the Village of Greenport hereby agree that there will be no future charge for the acceptance by the Town of Southold of the Mitchell Park Soil, pursuant to the agreement made at a special meeting of the Town Board of Southold and the Village of Greenport on May 1, 2000. The source of the soil delivered to the Town of Southold under this agreement shall be exclusively that soil delivered from property located at the northeast corner of Depot Lane and County Route 48 in Cutchogue, New York, SCTM ##1000-96-1-1 to Mitchell Park in the Village of Greenport. The material to be delivered to the Cutchogue landfill may be tested for any requisite compositions as specified by the DEC or the engineering firm of Dvirka and Bartilucci. 2) The soil delivered to the Town of Southold under this agreement shall not exceed concentrations of analytes tested for in the representative sample analyses performed by H2M engineering on samples taken from the soil on December 9, 1999 and May 11, 2000 (grain size analysis) and which was approved by NYSDEC for use as grading material at the Southold landfill by the DEC (see Attachment `A'). 3) The Village of Greenport shall conduct or arrange for the appropriate testing and sampling, as specified by the DEC of such soil prior to transport and delivery to the Cuchogue landfill. The results of atty such TCLP test shall be submitted to the Town. The Village shall not bring any such soil to the Town until the Town receives writte a ' is accept 4e4e414, !3t4 )--C (' r'esu/0S 6i',- 4) 'f4) If requested by the Town of Southold, the Village of Greenport will agree to provide 24 hours advance notice of the time, date, and quantity of each delivery. r rEF 1_7� 'Ort 01:: 1F1l1 0HOLD TO1,11-1 HALL 5.16 785 182:3 � P.2 r the S) Prior to the delivery of any soil to the Town ofagreement, trailerslto be of Greenport agrees to provide to the Town of Southold a list of trucks and/or used for delivering the fill along with the volumetric capacities of each vehicle. The information shall include the license plate#, ch vehiclelevel should itibe terms her greater or less and amount of fill expected to be hauled m each than the water level capacity for any reason. The information shall be provided to the Solid Waste Coordinator. The Village of Greenport agrees to provide the same information for any additional vehicles it use undr ithe contract that are not on the The original list, such information to be provided befo a sadvehicle delivers its first load Town of Southold reserves the right to check the capacity of any truck and/or trailer used by the Village of Greenport, or its agent, under thisagreement, taking measurements of volume or through calculatinghie weights(loaded and/or using the Town of Southold's truck scales located at the Cutchogue landfill. b) The Town of Southold will provide the Village of Greenport with a receipt for the amount of soil (cubic yardage) delivered by each truck/trailer 7) The Village of Greenport or its agent shall deposit the deliveries of acceptable material at the locations within the Cutchogue landfill specified by the Town of Southold. g) The Village of Greenport shall be responsible for compliances withallln of the applicasoilel federal, state, and local laws and regulations concerning t p ortamaterial. 9} The Village of Greenport shall be responsible for such sail atny the Cutchogue landfill le costs which may be incurred for the purpose of secure containment prior to inclusion in the capping process as required by the DEC. lo) INDEMNIFY LANGUAGE 11) Either the Town of Southold or the Village of Greenport may terminate mi to thfourteen agreement based upon alleged breach of this agreement by giving (14) days notice of such a proposed termination. If the Town of Southold gives notice of termination, the Town of Southold agrees to accept soil during the notice period provided the soil conforms to all other requirements of this agreement. A signed copy of these Terms and Conditions will constitute an inter-municipal agreement (contract)between the Village of Greenport and the Town of Southold. I (we) agree to the above terms for delivery of Mitchell Park soil to the Town of Southold. — Date Jean W. Cochrr an SEP 13 '00 o j:33Pf•10THOLD T01,111 HALL 515 765 1823 40 � F.2 5) Prior to the delivery of any soil to the Town of Southold under this agreement, the Village of Greenport agrees to provide to the Town of Southold a list of trucks and/or trailers to be used for delivering the fill along with the volumetric capacities of each vehicle. The information shall include the license plate#, water level capacity in terms of cubic yards, and amount of fill expected to be hauled in each vehicle should it be either greater or less than the water level capacity for any reason. The information shall be provided to the Solid Waste Coordinator. The Village of Greenport agrees to provide the same information for any additional vehicles it may use under the contract that are not on the original list, such information to be provided before said vehicle delivers its first load. The Town of Southold reserves the right to check the capacity of any truck and/or trailer used by the Village of Greenport, or its agent, under this agreement, either through taking measurements of volume or through calculating vehicle weights (loaded and/or tare)using the Town of Southold's truck scales located at the Cutchogue landfill. b) The Town of Southold will provide the Village of Greenport with a receipt for the amount of soil (cubic yardage) delivered by each truck/trailer 7) The Village of Greenport or its agent shall deposit the deliveries of acceptable material at the locations within the Cutchogue landfill specified by the Town of Southold. 8) The Village of Greenport shall be responsible for compliance with all applicable federal, state, and local laws and regulations concerning transportation of the soil material 9) The Village of Greenport shall be responsible for any reasonable costs which may be incurred for the purpose of secure containment of such soil at the Cutchogue landfill prior to inclusion in the capping prr— cLlss-as-requiretbylh+s'-DEC. 10) INDEMNIFY LANGUAGE 11) Either the Town of Southold or the Village of Greenport may terminate this agreement based upon alleged breach of this agreement by giving at least fourteen (14) days notice of such a proposed termination. If the Town of Southold gives notice of termination, the Town of Southold agrees to accept soil during the notice period provided the soil conforms to all other requirements of this agreement. A signed copy of these Terms and Conditions will constitute an inter-municipal agreemA„+ rrn"+«e,.+N kaf. %,e_., and the Town of Southold. .. I (we) agree to the above terms for delivery of Mitchell Park soil to the Town of Southold. Jean W. Cochran Date S JAMES BUNCHUCK ��o y� P.O. Box 962 SOLID WASTE COORDINATOR N 2 Cutchogue, New York 11935-0962 1� 'vio �� Tel: (631) 734-7685 l dao Fax: (631) 734-7976 SOUTHOLD TOWN September 8, 2000 SOLID WASTE DISTRICT MEMORANDUM TO: Town Board Members FROM: 17hrn Bunchuck SUBJECT: Mitchell Park Soil (to landfill) In an attempt to clarify for the Board the situation with regard to the soil at Mitchell Park that the Village of Greenport wishes to send to the Cutchogue landfill, I have done the following: • Reviewed with the Town Attorney correspondence from the Mayor and H2M to the Supervisor; • Begun work with the Town Attorney on provisions of a proposed contract between Southold and the Village of Greenport governing the acceptance of the soil; • Spoken at length with Village Administrator Dave Abatelli concerning the Village's plans and intentions,and the history of activity at the site. I have learned the following regarding the status of the soil and the needs of both parties regarding the deal: THE SOIL 1) The soil in question is primarily the arsenic-contaminated material that originated from the construction site at Depot Lane and Rte. 48;originally estimated at 3,700 cubic yards, it is now estimated to total approximately 2,100 cubic yards; the DEC has authorized the landfill to accept up to 3,700 yards. 2) The soil was initially spread and graded across virtually the entire Mitchell Park site before some of it was excavated and heaped in the stockpile currently visible at the property, in preparation for removal; (excavation work was stopped as the DEC stepped in to review the situation and determine a clean-up plan); 3) The rest of the soil taken from Depot Lane/Rte. 48 is still spread over other areas of the property and is now to be excavated as part of this project;Village references to `the pile' apparently were not meant to exclude the soil that is stili spread about; 4) The soil samples analyzed by H2M(the results of which were the basis for DEC approval to accept the soil at the landfill)were taken from all areas of the site, including the visible stockpile as well as from several of the smoothly-graded locations; 5) Given the fact that the soil has come into contact with the ground, it is possible that some soil to be excavated will include material that was not part of the original soil brought from Depot Lane/Rte. 48; MEMORANDUM re: *11 Park Soil j p. 2 THE PLAN 1) The plan is to move the approximately 2,100 cubic yards of contaminated soil to the Cutchogue landfill for placement under the cap, which will be constructed next year. 2) The Village will provide for all labor and equipment to do the work, and will comply, under contract with the Town, with all applicable laws and regulations and other conditions stipulated by the Town. VILLAGE ISSUES/RESPONSIBILITIES 1) The Village must excavate a variety of soils from the site,only some of which it seeks to deliver to Cutchogue; 2) The Village's bid specifications call for the contractor to segregate any soil destined for Cutchogue from any other materials at Mitchell Park; 3) The Village's bid specifications incorporate a DEC requirement for further testing of any soil destined for Cutchogue. The test to be performed is called `TCLP',which stands for`Toxics Characteristics Leaching Procedure.' It tests for a variety of contaminants, as well for their tendency to leach out of the soil into surrounding materials. It is regarded by DEC as providing a complete characterization of the threat posed by contaminated materials. 4) THE VILLAGE IS REQUIRED TO GET THE TCLP RESULTS PRIOR TO MOVING ANY SOIL TO THE LANDFILL. The DEC will review the results and authorize the removal of the soil. 5) The Village plans to begin work on the excavation on Monday, September 11. it does not expect the contractor to be ready to move soil to the landfill until at least the end of that week, more likely the following week. TOWN ISSUES/RESPONSIBILITIES 1) The Town will draft a contract between the Town and the Village outlining roles, responsibilities, and conditions; the Town will secure signatures on the contract prior to allowing soil to be delivered; 2) DEC approval of TCLP results should be a condition of accepting the soil; 3) The Town will require the Village to provide a complete listing of trucks transporting the soil, including license plate#s and volume capacities; 4) The Town will keep track of both tonnage and volume of soil deliveries,and will provide this data to the Village on a daily basis; 5) I will personally visit the Mitchell Park property after excavation begins to familiarize myself with site activities and observe the handling of soils designated for delivery to the landfill. RECOMMENDATION • Accept any soils as approved by the DEC (based on H2M's test of the visible `pile' as well as from other areas of the property), subject to additional testing as described above, up to 3,700 cubic yards • SEP 0 'fail OS: 765 X65 1823VV +v P. 1 Colt( 400 Front Stmt PA,Box 4&3,timw#QA.N.Y.11"4 616477-3004 Fox 616.677-2481 o ftxn �( ray: su mor jean Cochran ... Wmpr owed E. � 8x3 room a � h �a 765-11 chane® 765-1859 Mbe. W1l00 . Mitchel PGA s04 0 urgent X For MOVWW d plswto c n+n+.ne C3 pNsa aeow O r1et6M ROeyoI+ •Gownentse 06ginal to follow by first clan mail. �� V'hV .v• - QEF 0; 'Clf] Ih:75Af•1 TH(',LD TCiI-ISI HHI..L 516 765, 181c- P F.c M - CUMITREASUM MAYOR DAVID E. KJIF�1.1. Td t631)477424= (6SI)�71•5000 ius(471)471.11'Yl TRUIT895 N, 04 wLAim).watts n1 6S0AUw.NU11VA tP 19 rit1AD SIAM OAII.R NORTON ORBIII"1q,MW Yon 11944 BMD1.eY t.!Vlttr6 September 1,2000 Hon. Jcan Cochran Supervisor Tows of Southold Town Hall, 53095 Main Road POB 1119 Main Road Southold,NY 11971-0959 Dcar Supervisor Cochran: I am in receipt of your letter datrsd August 25, 2000 regarding deposit of genic contaminated soils from the wwJwU Park development site at the Southold Town Laudl`il1 pursuant to the agreement :cached between the Village awd the Town by resolution mt the joint meeting held on May 1,2000. 1 enclose bexrwith a letter from H2M GROUP, CIOW ting eagiaeer to the Village in this matter, which addresses the coacaW You raise. I note that your =glum has been kap' apprised of the development of plans for this work and ahoald be Is to clarify and concerns you may have. I hope that this resolves the matter as work on the project is scheduled to commence on September 11,2000. Please advise if I may off ar any fuathat in$D=,0io,,for your use in this matter. Sincerely, avid E.Kspell mayor SEP 07 'O G_ :55� OIJTHOLI')_TOITA RAOC"�16 7�� 18c�� 1 31/8000. 11:44 •A,% 431es&4121 8811 GROUP toot F. K2AGR0UPjobmmhe,Plagndan dk J4WWWL F-C- * MH Ags=)AW 69 &Am--V ie�e C1M t7oelswelson KaAs '1+�+tn� MM i.1w,see. ;'l%Broad XWIcw MAd.MCIVAIQ,14Y 11747.5075 516)7568090 4 Put (SA)6"-„22 Aagrut 31,2000 M"r David Kipell vivage ofcwt 236'Thud Stmot C3mnpol%NY t 1944 Re. Raspoaae to Town of Southold letter dated Aupwt 25,2000 I is From Street Property•Villages of Gmeapott HZM No.: OUTOO-02 Beer Mayor KAP e11- This letter ptevides our miponse to the Town of 30uthOld letter, dated Aupst 25, 1000, addressed 10 you ftarrm Town 5upetyi$ot,Jean C;oaluan. The&oils to be truleponcd sad delivered ro the Toast Of S000ld is 011(the""Url, rte a'd surf"a toils frvm approxioafttY W tap oas•foot of the &its. in ordee to provide fbi eotstinuina oons=cdW activities of the peek x0jeats the top onvfbot of ewtiae soils freta the wettsnu balf of the lite were already excavMd sAd stockpiled C the pile' ser the 119 th ee"m 0066A of the site, The one-W or 80fice Will b1i"sot yet boos exoavuad•ft=ea5tmm half of lbs site X111 thz mo soils. to be removed ad IrmsWI d a the lutdfiil, us Cbemielrel, fall M&terlol that were eprasd scm5a the Subject site. During the jite lev4stiga4on tha e, Soils wars food to be relatively utriform in na"o ud eontigmu throughout the lite. The soils to bs delivered to the la31dtill do not include SAY $0115 that MAY 709 impacted by pMroleuia of other pettily haasrdous sabftrwces. CwTW eitimaam outiiaed is the mbjea pmjrA bid speei&AdOns, indicated tW s?pcaximately 21100 tabic ysrds of soils are to be delivered to the lmdfill. As part of the&I%invm6gatim H2M Golleded teat Wfsas soil samples Avm I+bs top thms inches of atu. The lotf thou jail� coveged site,09 $00 NO considered tp �erUttosftha sto wbole. TbW asks wow rAWy0MY Of *4 nd in hboay fbc Tugct byte List (TAt„) taetrtls. Theses data wase *aw*d ou Febmsmy 29, 2000 to Avit& i& Rattiluaei (MU than Towel I md$U eaniulhat. In additim ISM also eolSeeted subsutfue soil ean►plas,bst:of wwlrie 6-t�be�t o 6�bel w �`mials, Thems�yhs�s141414 ��ef 5 fort the We were 0olteeted $ora arproxim&tcly R146I " 6511 • A4C21ta6Tl . 5Cr&Mr+u�rRrael • tANaaaf CdNlt' aUcrrpN M �NAoSeA SO;fI (fiH1100 .T1:• '9t1i1 r T fit otc.111 1304K330 d0 30VIIlA SEP 07 '00 Of-3-56H WMA_ITHOLD_T0141'I'irLL 516 755 182-_ 8p P.4 /7:000 14141 FAX 6�ldi �1�lY Y � OROdP MaYor Kapell AUgust 9.2000 Page 2 report araenie wacanaspoa lavcls wd below than f+epood for ew fes oubsurfsa sell vamp !as NOW. .. . of thio vV x21,1 sacaived a inquest float MD for soil W d d fpo' �pb+e In February Y Now York lot tt Wt%d Md delivered to t1u lse►dfi1l to!'&0 Me amine of SasfbK of the stockpiled toile and delivsnd theca s ststt+letd pr°ata (ASTM D1117) and sicv* ana�rets• Two toil$ aualysa were p� U of thew analyses wow =am01eted analysis (ASTM C1361 ss rWISAd by DdcB, The zsW =prided approval of those �r 12 2000. and WKW. forw*tded pD�b$wt S1�dfill�t1Y �dcs p soils for use sa •UPPM6 ri L%"at th 1 IndA In otdet to addxe MY Potential 1'U'y.eot►eexfu of lite msterlal s►1 ttleNs'lu ` the bid spacificstions fol the"g*'o p:�eot t y Cbs�atvi� ° bins procedure (TCU) fol f m the site. l us tescing g411 ir4luds'l`ou t} RCRA canatitu@nN(Sid Doauasm"' Sr atkop 01350.1.04A, be *Lo Basad upon. the soil torts• r P 4 squ telt' M as result+ Completed to data, the s�oU 'Thoma del{,•tad to the 1a:idfiU have baq� edcau�ulY s,d�dteeee4 p atfvtmusoa st�tLdatBs In sdditton, testing to be ptafoed ue no'"aw.mwsdzu that bin W aUVWY been sYt taadac [Os dispoaatil of 4my pufsumt to the bid speoiitettiotya "Su" th&% spprop are inset. plea easttut tam It (631) 7S6•.SOQO � i 14is, .ehoald you have r ve My gvestiM o waut►�u Very truly yours, mo MAcHER, tULIENOOK Ik MUR"L{„PGC. to F. StalW 'eat Maoagex cc: BObBill�„*ll SHvP owul� EArchite- J ,et lie 919191 do ani 1A W-11 Intt�lao ,ls• 'OnY • S�FF Q�O C� � G JEAN W. COCHRANo Town Hall, 53095 Route 25 SUPERVISOR H Z P.O. Box 1179 O yC Southold, New York 11971-0959 y,' �aQ� Fax(631) 765-1823 Telephone(631) 765-1889 OFFICE OF THE SUPERVISOR TOWN OF SOUTHOLD August 25, 2000 Hon. David Kapell Mayor, Greenport Village 236 Third Street Greenport, NY 11944 Dear Mayor :'I)a-V-0' As you may know, the Southold Town Board has agreed to accept the arsenic contaminated soil that had been brought to Mitchell Park from the construction site at Route 48 and Depot Lane at the Cutchogue landfill. I am pleased we are able to assist the Village in this matter. The materials to be incorporated into the landfill cap must meet a variety of performance standards and are strictly regulated. In addition, the Town must address any future liability concerns with regard to its acceptance and use of contaminated materials. In light of recent newspaper articles describing the project, therefore, I do want to clarify the Town's capabilities and intentions. The DEC has authorized us to accept no more than the approximately 3,700 cublic yards that was originally tested. The Board and I have been under the impression that this material is basically the visible portion of the pile at the park. Could you please confirm if this is the case or if the 3,700 yards includes material buried at the park? Also, the Suffolk Times states that roughly 2 feet of soil from the rest of Mitchell Park will be excavated as part of the project. If this is so, or if the Village wishes to move any material that has not yet been tested and approved to the landfill, additional testing must be performed and new DEC and Town approval granted. I look forward to hearing from you as soon as possible before you plan to move the soil. incerely, Jean W. Cochran Supervisor cc: Town Board James Bunchuck, Solid Waste Coordinator Ivor Sikiric, Solid& Hazardous Materials, DEC David Glass, Dvirka&Bartilucci * * * DRAFT * * * August 23,2000 Mayor David Kappel Village of Greenport Dear Mr. Kappel: As you may know the Southold Town Board has agreed to accept at the Cutchogue landfill the arsenic contaminated soil that had been brought to Mitchell Park. from the construction site at Route 48 and Depot Lane. I am pleased we are able to assist the Village in this matter. In light of recent newspaper articles describing the project,however,I do want to clarify the Town's capabilities and intentions. The DEC has authorized us to accept no more than the approximately 3,700 cubic yards that was originally tested. The Board and I have been under the impression that this material is basically the visible portion of the pile at the Park. Could you please clarify if this is the case or if the 3,700 yards includes material buried at the park? Also,the Suffolk Times states that roughly 2 feet of soil from the rest of Mitchell Park will be excavated as part of the project. If this is so, or if the Village wishes to move to the landfill any material that has not yet been tested and approved,additional testing must be performed and new DEC and Town approval granted. The materials to be incorporated into the landfill cap must meet a variety of performance standards and are strictly regulated. In addition,the Town must address any future liability concerns with regard to its acceptance and use of contaminated materials. I'm sure you can appreciate our concerns regarding any material that has yet to receive proper testing and approval. I look forward to hearing from you at your earliest convenience before you intend to move the soil. Sincerely, Supervisor Cochran cc: Town Board Members James Bunchuck,Landfill Igor Sikiric, DEC David Glass,Dvirka and Bartilucci d1Dvirka and hCONSULTING Bartilucci ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 Fax:516-364-9045 e-mail: db-eng@worldnet.att.net May 19, 2000 James Bunchuck Solid Waste Coordinator Town of Southold Town Hall 59095 Main Road P.O. Box 1179 Southold,NY 11971 Re: Mitchell Park Soil D&B No. 1314-G4 Dear Mr. Bunchuck: We have reviewed the results of the grain size analysis of the Mitchell Park Soil provided to us by 112M Group (see Attachment A). The grain size distribution satisfies the specifications for general fill and contour grading material for landfill closure purposes. As a result, the material may be accepted for use at the landfill. If you have any questions regarding this matter or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/DSG(t)/ajm Attachment cc: Jean W. Cochran, Supervisor, Town of Southold Gregory F. Yakoboski, Esq., Town Attorney, Town of Southold David S. Glass, Dvirka and Bartilucci Consulting Engineers ♦1314\TFM00LTR-37.D0C A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. MAY-16-00 TUE 1131 P. 01 U24(;Roup Holzmacher,McLendon&Murrell,P.C. + 1I2M Labs,Inc. 112M Construction ?Management,Inc. • H2M Associates,Inc. fax 575 Broad Hollow Road,Melville,New York 11747 PHONE: (631)756-8000•FAX: (631)6944122 TO: S FROM: AdVm1&dieAr-- COMPANY: _ RE: Pl1 � ^,.0�� 4 "at DATE: TIME. FAX: NO. PAGES(incl. cover sheet): NOTE.- PLEASE CALL IMMEDIATELY IF YOU DO NOT RECEIVE All.PAGES COMMENTS: FOR OFFICE USE ONLY. Project No.: _ Reimb:, Sender(initial). :. NIII�1��1111■I��IIII Ili ��1�■IIIII 1 I IT . .II�II�eN:IIIII�:\I4111f11�1111�1 1111111 . ILill�INl11■NIIII��IIIIIIII ILII 1 �illllll��l�1111 1 0? 11111 0Ill131110111111111IN111111110IN 0111111�0lillfllIIIII�IIIIIII t . ■II II 1■illllll IIII�lIL►'�� II 1111111 MAY-16-00 TUE 11:32 P,03 -----------------------GRAIN SIZE_DISTRIHDTION TEST DATA Test No.: 3� Date: 5-11-00 ------------- ----------------------------- Project No.: Project: H2M - soil testing for arsenic sample ------------------------------- Sample Data -M. ------------------------------------ Location of Sample: On site material Sample Description: Light brawn sand & gravel,trace silt USCS Class: Liquid limit: AASHTO Class: Plasticity index: ? ----------------------------------------------------- -------------------------- Notes --------------------------------------------------------------- Remarks: Sample contains arsenic 4.4 3 silt content Fig. No.: 1 ----------------------------------------- Mechanical Analysis Data ------------------------------------------------ Initial After wash Dry sample and tare= 1020.90 974.40 Tare - 0.00 0.00 Dry sample weight = 1020.90 974.40 Minus #200 from Wash= 4.6 % Tare for cumulative weight retained= 0 Sieve Cumul. Wt. Percent retained finer 1.25 inches 0.00 100.0 1 inches 76.20 92.5 0.5 inches 160.60 84.3 # 4 219.80 78.5 # 10 269.60 73.6 f 16 332.60 67.4 4 40 752.30 26.3 # 50 850.30 16.7 100 938.50 8.1 200 974.40 4.6 ------------------------------ Fractional Components ---------------------------------------------------- ---------- ---- $ + 3 in. = 0.0 $ GRAVEL = 26.4 $ SAND = 69.0 $ FINES = 4.6 D85= 14.79 D60= 0.933 D50= 0.733 030= 0.4624 D15= 0.27227 D10= 0.18836 Cc = 1.2162 Cu = 4.9545 1h19W* no. t • = QRILLINC CIC'-]RP. rrr■■■■■■irri■rrr■r■■■■■■r■rrr ■■■■r■■■rrr■■■I�r■■r■■■■r■■rr■r optimum moisturoo 9.0 V. Project No.: ■■■■rr■■■■■■■■■ter-'■■■r■r■■■■■r■ i■■■i■i■■■■■■■ter■►ter■■■■r■■■■■i r■■■■ri■■■rw,�■■r■■■►�■r■r■■■ri■ ■■r■r■r■■■�w■■■rr■■� rrr■■rr■ir ■■i■■■■■■wry■•rrr■�r■.�i■■■■r■■■ ■iltirrr■■r■■�rr■■■r■■r►�■r■■�I■r■r� " it■■r■■i■/�■■■r■■■■■■�Sr■■r■■■■ r■■■r■■rr�l■■■r■■■I�■■■r■r■■rri■ ■■■■r■r■,�i■■■i■■■■■ir■ir■■r■■■■ - r■■■■■wr�■r■r■■■r■Ilitr■■■■■I�rr■r■ ■■rrr■Ir.■■■■�I■■■r■■■■■I�■■rl■■rr - ■■■■■rrI■■rr■■fir■■■irk■■■■r■r■r ■rrr■ �■■■■■r■■■r■rr■■w■■■■r■r■ • rrrc.�r■ir■■rr■■■r�lrirrirrr■■■■r ■■rrrllr■■■r■■■r■■■a■r■■r■■r■■■■ ■r■r■■w■■■■■■■rrr■■rrw■■■■■■■■ ■■■■■rr■■rte■■■■■■■■■�■■rll■■r■■■ i..ViiYi� � - ■ 0/ -Ain% arsenicForo4ecto. �:4,4 X silt content ■ • possible Icompound in I*nd*ill ntal Co New York State Department of Environmental Conservation 0 Division of Solid & Hazardous Materials, Region One ;` c� Building 40 -SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0375 • FAX: (631) 444-0231 YEa►RS Website: www.dec.state.ny.us John P.Cahill Commissioner April 20, 2000 Thomas F. Maher, P.E. Vice President Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, New York 11797 Re: Southold Landfill Closure Soil from Mitchell Park, Greenport Dear Mr. Maher: The New York State Department of Environmental Conservation is in receipt of your letter dated April 10, 2000 addressing comments made by the Department concerning the use of approximately 3,700 cubic yards of soil originating from Mitchell Park as contour grading material at the Southold Landfill. The Department has reviewed your responses and feels that you have appropriately acknowledged our comments and has no objection to the use of this material as contour grading underneath the cap at the west side of the Southold Landfill. If you have any questions regarding the above, please do not hesitate to call me. Sincerely, I I Igor C. Sikiric Environmental Engineer cc: Jean W. Cochrane, Supervisor,Town of Southold Gregory Yakaboski,Esq.,Town of Southold James Bunchuck,Town of Southold Melissa Treers, NYSDEC -Albany John Vana,NYSDEC -Albany MWTORK,fA,I David Glass,D&B CENSUS 2000 it PARS Of Nf QOONi MA PMM M LA Cu Ml Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 Fax:516-364-9045 e-mail: db-eng®woddnet.att.net April 10, 2000 Igor C. Sikiric, Environmental Engineer Division of Solid &Hazardous Materials, Region One New York State Department of Environmental Conservation Building 40—SUNY Stony Brook, NY 11790-2356 Re: Southold Landfill Closure Mitchell Park Soil D&B No. 1314-G Dear Mr. Sikiric: We are writing in response to your letter dated March 28, 2000 regarding acceptance of the Mitchell Park soil at the Southold Landfill. Your letter states that several conditions must be addressed before approval can be granted by the Department. Our response to each condition is presented below. 1. Department Comment The final closure design needs to be supported by a engineering report attesting to the proposed final cover systems design being stable in accordance with the provisions of 360-2.7(b)(6). This report should also include a construction quality assurance and construction quality control plan of the final cover system design meeting the appropriate provisions of 360-2.13. 1. Response The Department approved Final Closure Plan dated December 1998 provides a detailed stability analysis. The analysis evaluates the stability of the capping system on the east side of the landfill where there will be steeper slopes in some areas (i.e., 33%). The Mitchell Park soil will be used on the west side of the landfill where the slopes are four percent, and, therefore, slope stability is not a concern with respect to subgrade soils. Please note that the construction quality assurance and construction quality control program for the landfill closure construction is described in detail in the approved contract documents and specifications, which were submitted to the Department in October 1999. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. 0 DVIRKA AND BARTILUCCI Igor C. Sikiric, Environmental Engineer Page Two Division of Solid &Hazardous Materials, Region One New York State Department of Environmental Conservation April 10, 2000 2. Department Comment The submitted engineering plans should be amended to better depict placement of the soil-fill material which is needed as grade build material as part of the final cover system design. 2.Response The Mitchell Park soil to be used as contour grading material will be placed below the gas venting layer and the geomembrane on the west side of the landfill. Please notify me as soon as you have completed you review so that Southold can begin accepting the Mitchell Park soil at the landfill. If you have any questions or require additional information regarding this matter, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/DSG/bl cc: Sup visor Jean W. Cochran (Town of Southold) G gory F. Yakaboski,Esq. (Town of Southold) aures Bun (Town of Southold) David Glass (D&B) ♦1314/tfm001tr.doc-18(R01) �Og�FFO�,�c • JAMES BUNCHUCK =�O OGy� P.O.Box 962 SOLID WASTE COORDINATOR y = Cutchogue,New York 11936-0962 G Tel: (631) 734-7686 Fax: (631) 734-7976 1 � � SOUTHOLD TOWN SOLID WASTE DISTRICT FAX TRANSMITTAL Number of pages including this sheet: DATE: 41- 1.0 —0.0 TO: l-4A/ o_ FAX#: FROM: _/i Lk^ MESSAGE: -, a re For verification or questions please call 631-734-7685. •APR-10-00 0946 FROM in- 516109045 PACE; ?'3 4 April 10, 2000 IQor C. Sik.iric, Fnvironmental Engineer Division of Solid & Hazardous Materials, Region One New Fork Stat? Department of Em-ironmeutal Conservation Building 40—SUN I' Stony Brook, NY 11790-2356 Fe: Southold Landfill Closure 1\1itchell Park Soil D&.13 No. 1314-G Dear Mr. Sikirie: We are w-iting in response to your letter dated March 25, 2000 regarding acceptance of the Mitchell Park soil at the Southold Landfill. Your letter states that several conditions must be addressed before approval can be granted by the Department. Our response to each condition is presented below. 1, Department Comnneut. The final closure design needs to he supported by a engineering report attesting to the proposed final cover systems design being stable in accordance with the provisions of 360-2.7(b)(6). This report should also include a constriction quality assurance and construction quality control plan of the final cover system design meeting the appropriate provisions of 360-2.13. I. Response The Department approved Final Closure Plan dated December 1995 provides a detailed stability analysis. The analysis evaluates the stability of the capping system on the east side of the landfill where there will be steeper slopes in some areas (i.e., 33%n). The Mitchell Park soil will be used on the west side of the Iandfill where the slopes are four percent, and, therefore, slope stability is not a concern with respect to subgrade soils. Please note that the construction quality assurance and construction quality control program for the Iandfill closure construction is described in detail in the approved contract documents and specifications, which were submitted to the Depa"ent in October 1999. • 'App-TO-00 09 : 4(3 FR0I4 ID : SIFW04;S PI1CF. 3 '3 loon C. Sikiric, Environmental Engineer Pa4e Two Division of Solid & Hazaxdous Materials, Region One New York State Department of Environmental Conservation April 10,2000 2. Department Coimuent The submitted engineering plans should be amended to better depict placement of the soil-fill material which is needed as -rade build material as part of the final cover system design. 2. Response The Mitchell Park soil to be used as contour grading material will be placed below the gas venting layer and the geomembrane on the west side of the landfill. Please notify me as soon as you have complett..d you review so that Southold can begun accepting the Mitchell Park soil at the landfill. If you have any questions or require additional information regarding this matter, please do not hesitate to call me. Very truly yours, Thom-is F. Maher, P.E. 'Vice President TFNVDSG/bl cc, Supervisor Jean W. Cochran (Town of Southold) Gre;ory F. Yakaboski, Esq. (Town of Southold) Jarnes Bunchuck (Town of SouLhold) David Glass (D&B) •I3J4Af1u()(,1tr.d0c-I8(FUI) ental Co' New York State Department of Environmental. Conservation Division of Solid & Hazardous Materials Region One ` r < Q) Building 40 -SUNY,Stony Brook, New York 11790 2356 �� Joy Phone: (631)444-0375 • FAX: (631)444-0231 FEARS Website:www.dec.state.ny.us John P.Cahill Commissioner March 28, 2000 Thomas F. Maher,P.E. Vice President Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury,New York 11797 Re: Southold Landfill Closure Soil from Mitchell Park, Greenport Dear Mr. Maher: The New York State Department of Environmental Conservation is in receipt of your letter that was sent to us by Dvirka and Bartilucci on behalf of the Town of Southold, requesting the approval to use approximately 3,700 cubic yards of soil originating from Mitchell Park as general fill/contour grading material at the Southold Landfill. The department has reviewed the analytical data provided and has no objection to the use of this material as general fill/contour grading material, provided that this material be used underneath the cap at the Southold Landfill. The use of clean fill or contaminated soil, which are both solid waste materials, is subject to the provisions of subdivision 360-2.13(w), equivalent design. The equivalent design provisions would allow the clean fill or contaminated soil from the Mitchell Park site to be accepted at the landfill without counting the waste material as part of the permitted daily throughput of the landfill,providing that these materials are placed as part of the construction of the landfill's approved closure plan. As outlined in subdivision 360-2.13(w), when the equivalent design involves the substitution of waste materials as a component of the landfill's final cover system, and where the material substitution is within the landfill's environmental containment system, as is proposed in this closure plan, the equivalency determination is not subject to the variance requirements of Part 360 and the use can be deemed consistent with the predetermined beneficial use provisions of Part 360-1.15(b)(10). However, before the equivalency determination can be granted by the Department, the following issues will need to be addressed by the facility: 1. The final closure design needs to be supported by a engineering report attesting to the proposed final cover systems design being stable inaccordance with the provisions of 360-2.7(b)(6). This report should also include a construction quality assurance and construction quality control plan for the final cover system design meeting M MrroeKsrwn the appropriate provisions of 360-2.13. CFNsus soon ON PA"or THE COUM U"VM=W u Cuaw 2. The submitted engineering plans should be amended to better depict placement of the soil-fill material which is needed as grade build material as part of the final cover system design. If you have any questions regarding the above, please contact me at your earliest convenience. Sincerely, di 6-L Igor C. Sikiric Environmental Engineer cc: Jean W. Cochrane, Supervisor, Town of Southold Gregory Yakaboski,Esq.,Town of Southold James Bunchuck,Town of Southold Melissa Treers,NYSDEC -Albany John Vana, NYSDEC -Albany David Glass,D&B Dvirka d[ and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 • 718-460-3634 • Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net February 29, 2000 Anthony J. Cava, P.E. Regional Solid and Hazardous Waste Engineer New York State Department of Environmental Conservation SUNY - Region 1 - Building 40 Stony Brook,NY 11790-2356 Re: Southold Landfill Closure Soil from Mitchell Park, Greenport D&B No. 1314 Dear Mr. Cava: On behalf of the Town of Southold, we are requesting approval to accept soil from Mitchell Park located in Greenport for use as general fill/contour grading material in connection with closure of the Southold Landfill. The chemical results for samples of the soil are attached. The estimated quantity of this soil is 3,700 cubic yards. Your expeditious review of this request is greatly appreciated. If you have any questions or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam Enclosure cc/encl: Gregory Yakaboski, Esq.. Town of Southold James Bunchuck, Town of Southold Igor Sikiric,NYSDEC —Region 1 Melissa Treers,NYSDEC —Albany David Glass, D&B cc: Jean W. Cochran, Supervisor, Town of Southold John Vana,NYSDEC—Albany 01314rrFM00LTR.doc-10 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Table 4.1 Surha See Sample STAR&VOCs and SVOCs Aualytkal Result; 115 Front Street Property Greenport,New York SAMPLRID SS•1 . SS- SS3 SS 4 SS-5 NYSDEC STARS NYSDRC . .; .}N.�. /gyp_ �1� p p: ..:.a ::. SAMPLS 1DBPTH' .ry1N,3�f) .. _ f11NV17 .. 'V T::' l,I. '� / 'lv �' / .. ..TLL.r A]t. STARS VOCs-ugft ►`"' Benzcne <1 <I1 <1 <1 <1 14 60 C11 Ethylbmmc <1 <1 <1 <1 <1 100 5,500 a MTBE 1 1 1 2 1 11000 NA Toluene <1 <1 <1 <1 <1 100 1.500 Xylerm(tow) <t <1 4 <1 <1 100 1,200 lsopropylbenzew <1 <1 <1 <1 <1 100 NA n-Pmpylbmzene <l 1 <1 <1 <1 100 NA p-lsopropyltoluene <1 <1 <1 <1 <1 100 NA 1,2,4-Trimethylbenzene <1 <1 <1 <1 <1 100 NA 1,3,5-Trimethylbenzene <1 <1 <1 <1 <1 100 NA n-Butylbeamm <1 <1 <1 <1 <I 100 NA Soo-Butylbenzene <1 <I <1 <1 <1 100 NA Napd akne Q Q Q Q Q 200 13,000 STARS SVIDC&-ugllcg Aoenaphthenc 370 U 400 U 340 U 380 U 370 U 400 50,000 Fluoranc 370 U 400 U 390 U 380 U 370 U 1,000 50,00() Phenanthrene 370 U 400 U 390 U 380 U 370 U 11000 50,000 Anthnlcene 370 U 400 U 390 U 380 U 370 U 1,000 50,000 Fluomnthcnc 370 U 45 Js 390 U 380 U 370 U 1,000 50,000 Pyrene 56 J 43 J 390 U 380 U 370 U 1,000 50,000 Benzo(a)arlthr am 370 U 400 U 390 U 380 U 370 U 0.04 224 or MDL • Chryaeme, 45 J 400 U 390 U 380 U 370 U 0.04 400 Benzo(b)tluoranthene 51 J 42 J 390 U 380 U 370 U 0.04 224 or MDL Bcnzo(k)euomndmw 370 U 400 U 390 U 380 U 370 U 0.04 224 or MDL Bamo(a)pyrene 370 U 400 U 390 U 380 U 370 U 0.04 61 or MDL Ideno(1$,3-cd)pyrcne 370 U 400 U 390 U 380 U 370 U 0.04 3,200 Di mum(a h)antIncene 370 U 400 U 390 U 380 U 370 U 1,000 14 or MDL ene 370 U 400 U 390 U 380 U 370 U 0.04 1 50,000 NOTES: r < -Indicates analyte was not detected above instrument detection limib. NYSDEC R000rnn=WW Soil Cleanup Objectives and Cleanup Levels Division of FLardous Wage Remediation-Technical and Administrative Ouidamoe Memorandum(NYSDEC TAGM No.92.4046,revised 419S). 3 NA-Indieam Reoanmended Soil Cl ammp Objective was not available. 4 U-Indicates the compound was analysed for but not dcckcbed. e J- Indicates an estimated value. T*I@Amk 7/12/199! Table 4.1(Cost) Surface Sad Sunpla STARs VOCs and SVOCs Asab*vl Results 115 trout Street Property Greenport,New York -ID .:f4YSDZC SAMPLE SS NYBDEC.FTARs ........... :DEPTH::' :.:TCLPAIV . RSCOs (O V) w STARS VOCs-mgAcg Benzene <11 <1 <1 <1 <1 14 60 Eth*cnzcne <1 <1 <1 <1 <1 100 5.500 CD 0- MME 1 1 <1 <1 <1 1,000 NA Toluene <1 <1 <1 <1 <1 100 Isw X*nes(tow) <1 <1 <1 <1 <1 100 1,200 ane <1 <1 <1 <1 <1 100 NA n-pfop)hcnz= <1 <1 <1 <1 <1 100 NA p-loopropyltoluenc <1 <1 <1 <1 <1 100 NA 1,2,4-Tfimdhylbenzene <1 <1 2 <1 <1 100 NA 1,3,54firnethylbenzene <1 <1 <1 <1 <1 100 NA n-Butylbenzew <1 <1 <1 <1 <1 100 NA see-Butyfbenzene <1 <1 <1 <1 <1 100 NA Napdudcne <2 <2 <2 4 <2 200 13,000 STARS SVOCB-ug/kg Acenaphthene 370 W 390 U 390 U 690 U 700 U 400 50,000 Fluorene 370 U 390 U 390 U 690 U 700 U 1,000 50,000 phenanthrene 56 ij 390 U 390 U 77 1 98 1 1,000 50,000 Anthracene 370 U 390 U 390 U 690 U 71 j 1.000 50,000 Fluorandmw 44 J 390 U 390 U 140 J 170 J 1.000 50,000 pyrene 99 J 390 U 390 U 200 J 210 J 1,000 50,000 Bcnzo(&)andnmc 59 J 390 U 390 U 81 j 110 1 0.04 224 at MDL Chlysew 77 1 390 U 390 U 170 J 140 J 0.04 400 Benzo(b)fluoranthene 120 J 390 U 390 U 150 J 190 J 0.04 224 or MDL Benzo(k)(luorandmic 40 J 390 U 390 U 76 j 81 j 0.04 224 or MIX Bamo(&)w= 140 J 390 U 390 U 170 J 140 J 0.04 61 or MDL fdcno(1,2,3-od)pyrene 67 J 390 U 390 U 76 J 76 J 0.04 3,200 Dibcnzo(a,h)andnorne 370 U 390 U 390 U 690 U 700 U 1,000 14 or MDL lBcnzo(g,hXpwyIcnc 1 120 J 1 390 Ul 390 U 1 100 j 96 j 0.04 1 50,000 NOTES: I <-Indicates analyte was not detected above instnwwnt dctecdon Emits. 2NMEC Recommended Sorg Cleanup ObjeadVes and Cleanup jAVch Division of a=dous Waft Rancdkfion-Technical and Administrative Guidance Mmoranduin(NYSDEC TAGM No.924046,revised 4/95). 3 NA-Indicates Rocomintended Soil Cleanup O*ctvc was not amiable, U-Indican the compound was analysed for but not dwwcled. J-Indicates an estimated value. TdAa&3*711 VI"! w i ry co To bit 4.2 0 Surface Soll Samples C=) Target Analyte List MetalsAnalytteal Results p 113 Front Street Property z Greeuport,NewYerk 0 SAhIPII,L,ID_:; SS-I SS-�.. SS-41 ISS-6s °' CONCENTllUTIONSOF CONCERN\ AMPLE DI PT (0.3") (0.3") (Q;3.':') {0-3'.'}. (0-3") RSC 5106 RUS BG Acetals-mp'Lg Aluminum 8,120 19,900 14,000 8,080 9,730 S13" 5,460 33,000 Antimony 0.35 B 1.3 D 0.81 Br 0.34 U' 0.46 B SB D.33 U NAs Arsenic 15,4 67.8 46.1 19.3 13.7 7.5 or SB 8.7 3- 12 Barium 30.1 31.5 38 24.6 30.7 300 or SB 15.7 15-600 Beryllium 0.36 B 0.78 0.S4 B 0.33 B Q4 B 0.16 or SB 0.25 0-1.75 Cadmium 0.57 1.7 1.2 0.57 B 0.43 B 10 0.4 0.1 - 1 Calcium 8,380 2,400 724 599 747 SB 498 130-35,000 Chromium 11.1 26.7 18.4 10 12 50 7.2 1,5-40 Cobalt 3.9 B 3.9 B 2.5 B 2.8 B 4 B 30 or SB 2.6 2.S-60 Copper 19.3 81.6 53.6 20.5 11.7 25 or SB 10.9 1 -50 Iron 9,950 19,000 13,200 9,240 11,600 2,000 or SB 7800 2,000.550,00 Lead 33A 52.3 36.2 18.5 12.7 10 24.6 200-500 Magnesium 5,620 2,120 1,520 1,150 1,560 SB 998 100-5,000 Manganese 136 146 95.1 117 178 SB 91.5 50-3,000 Mercury 0.12 B 0.12 U 0.11 U 0.11 U 0.11 U 0.1 0.1 U 0.001 -0.2 Nickel 0,042 U 0.049 U 0.047 U 0.046 U 0.043 U 13 orSB 0.044 U 0.5-25 Potassium 455 995 509 319 403 SB 346 8,500-43,000 Selenium 0.32 U 1.2 B 0.46 B 0.34 U 0.54 B 2 or SB 0.33 U 0.1 -3.9 Silver 0.4 B 0.55 B 0.3 B 0.26 B 0.28 B SB 0.16 NA Sodium 129 B 44.3 B 67.5 B 47 B 81.8 B S8 88.4 6,000-8,000 Thallium 0.77 B 2.5 1,6 0.96 B 0.55 B SB 0.88 NA Vanadium 19.5 41 27 17.3 21.2 150 or SB 13.2 1 -300 Zinc 1 38.2 1 44.7 1 31.4 1 22.9 24.5 20 cr SB 43.6 9-50 NOTES: 1 B-Indicates that analyte was detected in amocialed blank sample. ? U-Indicatnes the analyte was analyzed for but not deected. 3 Concentrations of Concern-Values based on NYSDEC TAOM-Recommended Soil Cleanup Objectives,f VVR-94-4046, Revised 4195 and other indicated documents, RSCO-Recommended Soil C leanup Objective 6 The meaaurodSite Background level. -b c EUS BG-Eastern USA Background N ` SB-Site Background. s NA-Indicates Recommended Soil Cleanup Objective was not available. « Background levels for lead vay widely. Average background levels in metropolitan or suburban areas near highways are much higher and typically range from 200-500 ppm. The USEPA'a Interim[.ted Hazard Guidance(July 14,1994)establish cs a resedeatial ocrecening level of 400ppm. TeblesU,L,7r.Y:?" -z-r tz-•i Table 4.2(Cont.) O° Surface Soil Samples m Target Anal}te LIM North Anak41ca1 Results o I IS Front Street Properly o Greenport,New Yorl• o z SAMPLE itQ SS-6 S$-7 SS-B SS-9 SS-10 CONCENTRATIONS OF CONCERN' RSCa SBR RL1S 8GCD cc Metals-mg/kg Aluminum 8,290 17,100 11,400 1,120 2,150 SBS 5,460 33,000 Antimony 0.31 U 0.77 B 0.81 B 0.32 iJr 0.34 B SB 0.33 U UA' Arsenic 10.7 51.9 43.8 1.9 18.2 7.5 or SB 8.7 3- 12 Barium 24.6 55 29-5 14.5 40.1 300 or SB 15 15-600 Beryllium 0.33 B 0.61 0.43 B 0,064 B 0.13 B 0.16 or SB 0.25 0-1,115 Cadmium 0.38 B 1 1.4 1.2 0.3 B 0.84 10 0.4 0.1-1 Calcium 866 2,440 606 13,900 U70 SB 496 130.35,000 Chromium 10 20.5 13.8 3.2 13 50 7.2 1.5-40 Cobalt 3.3 B 5 B 2.2 B 2.2 B 2.5 B 30 or SB 2.6 2.5-60 Copper 11.3 83 48.9 15.2 58.8 25 or SB 10.9 1-5D Iron 10,500 19,100 10,800 3,090 7,040 2,(*0orSB 7800 2,000-550,00 Lead 21 36A 32.2 44.6 116 • 24.6 200.500 Magnesium 1,300 2,840 1,250 761 1,220 SB 998 100-5,i)O0 Manganese 119 149 85.9 44A 1:0 SB 8I.5 50-5,000 Mercury 0.099 U 0.12 U 0.11 U 0.11 U 0.11 B 0.1 0.1 U 0.001-0.2 Nickel 0.042 U 0.045 U 0.046 U 0.042 U 0.039 U 13 or SB 0.044 U 0.5-23 Potassium 320 884 449 176 B 365 SB 346 8,500-43,000 Selenium 0.31 U 0.67 B 0.35 U 0.32 U 0.3 U 2 or SB 0.33 U 0.1-3.9 Silver 0.2 B 0.27 B 0.28 B 0.3 B 0.36 B SB 0.16 N'A Sodium 52.8 B 113 13 48.9 B 233 8 328 B SB 88.4 6,00-8,000 Thallium 0.96 B 1.8 1.4 0.32 U 03 U SB 0.88 NSA Vanadium 19.1 41.6 22 8.7 10.8 150 or SB 13.2 1.300 Zinc 26.3 45-3 24.8 32.5 102 20 or SB 1 43.6 9-50 NOTES: ' B-Indicates that analyte was detected in associated blank sample. 2 U- Indieatnes the analyte was analyzed for but not detecte ' Concentrations of Concern-Values based on NYSDEC TAGM•Recommended Soil Cleanup Objectives.HWR-944046, Revised 4195 and other indicated documents. 4 RSCO-Recommended Soil Cleanup Objective B The measured Site Background level. c EUS BCI-Eastern USA Background 4 SB-Site Background. S NA-Indicates Recommended Soil Cleanup Objective wrs not available. CD • Background levels for lead vary widely. Average background levels in metropolitan or suburban areas near highways arc much higher and icall range from 200-S00 m. The USEPA's interim Lead Hazard Guidance Ju, 14 1994 establishes 8 tYp Y PP ( ) bltshcs a resedential screcening level of 400ppm. T�bki�xts,?11:1499 TUYoclz,n�a�rtcn:, .su�,;vc�r , _ LsnsJm f ... �- Ne w•4t p 1: it � s I, ... .. -• _ ,r __.Jf n � , I .. N co .. +� 'fl (: . 1 nYt, 3,MY ��j`.•.>;-.^^R:,r-~ ,x`t•� _ �• 1 j I; 4 ~. i .. ,�� y o x& i„v ' o- Im , ,;.%��;�'; �+I 7.��=r+•�'y b 11,�!� r �e _ ~ Z .. ---a- .. � t �.¢ '��A._"�<�,1. :i�'n.i.. � a� , if. �� ♦�%. I ''II � ` � raw.. `tI i"e � ,!w•i l J -..•rfin '.:,-: :.•' ,I i ""h• i' •r„JI/1. Z L .. .L•.. rll�� I ...,. �,,. ... _ 1 f,O.,c ..�-� LS_, .. - :.� •II II c scawr YI ,II - .rr CD ..-'._.•I•.. _;r"., CD 1; _ ... t I I ! i• l I �, •lc'i�.. GMTPOLE I ',, II I .I` \ ± 3 I� I1�•. »_e iij' a. I SII I, voce r_ IoaTM UsrA ok i'T,. �,. I 44pp i I r�.• A 4�r 1 _U �I[i1ll• tl I nv.. •! �'., I- � <•?„ .� .:. I �a-J II •� _ ._ .. .. •I � � M lil �� `. } .. '• 114 , EASr'LST •..� ..cn /I o,• 01 . •: AREA , 1.3►., •{...j .,� '-r � . _ .. .,. .SII I� �` ..• �j i �� ..� t••ri I ..Nw7r.� • .,. l I .. '• i 00•LLEY /pST14C�YAACH ,.o I _ 5011H USiI y I L._ 1 c� ,-... .... -. �_\ J.. •' .:y<� -:FrCAYAA MEA- I I 4.---�•-.,�-� 1 Li y - „` i _ l I f �•� I tom: '" � Is. .,, __ 'I .:11 :�. ,.,... }„ �I .. .. �I ..� •• ..� ^Ir yy 'III �'ll 'll � II. �w � L' .. � °� __w I� �. y III r''i � !I .••."'1. aw.�c,w: eoorm I�• :. I I „ '" ,.. �. yl ',, Illl.�-_ _. �� _w,•.., ,.a• I WOE": ALLEY AREA -.7 —F_:z' �SCUTX USI BOA7-80170M . •c/ r!! 1"s'::•r•' .:.�' AfKA SONAIMG IAEA Q SURFACE SDIL SAMPLE LOCATICH ;;� I I.<•1 ''.iir, ` 'I. 11 A K /i U M SOURCE Cf BASE WAF; SiA4LES ARd1ECHUP.E r •:'/ .� R (` f: is 1' c� 1: 'I' P..N.1y.,. C i INCORPORATED PILLAGE OF pPEENPORT tvw wn JT:Y rrwl.o'AC SURFACE SOtL ,,,«,., Ml,al•,: SAMPLE LOCATIONS A - 1,•.n,-lase■ Holzmecher, McLendon & Murrell,RP.C. CpITAILMC EN9METRS•AROIT[:n,•rR,�EM•SCEH ert,A.:.„ Inraa,x.