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Home My WebLink AboutScavenger Waste Plant DemolitionELIZABETH A. NEVILLE, MMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS OF MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor thfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 26, 2011 D. F. Stone Contracting, Ltd 1230 Station Rd Medford NY 11763 Dear Sirs: Enclosed please find your bid bond/check no. N/A dated August 12, 2010. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Enos. Postage Retum Receipt ' · (Endorsement Requital Restflcted Detiver Total Postage & Fee · Complete items 1, 2, and 3. Also oomplete Item 4 If Restflcted IDellvmy Is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mallpiece, or on the front If space permits. 1. Article Addressed to: 2. Article Number ('rrans fer from s~dce la~ 7007 0710 3. Savlce ~pe [] Reglsteeed ri Return Receipt f~r Merchmldise [] Insured Mall [] C.O.D, 4, Restricted D~ive~/? (Extra F~e) [] Yes 0003 2876 2880 PS Form 3811, February 2004 Domestic Return Receipt 10259E-O2-M-1540 ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 20,2011 Grant Hendricks Bimasco Inc 735 Old Willets Path Hauppauge NY 11799 Dear Mr. Hendricks: At the regular Town Board meeting held on January 18, 2011, the Town Board accepted the bid ofD. F. Stone Contracting, Ltd for decommissioning the Scavenger Waste Plant. A certified copy of the resolution is enclosed. Your bid deposit is being retumed to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk EBS. ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 20, 2011 Bill Thomas D. F. Stone Contracting, Ltd 1230 Station Rd Medford NY 11763 Dear Mr Thomas: Congratulations. At the regular Town Board meeting held on September 7, 2010, the Town Board accepted the bid ofD. F. Stone Contracting, Ltd. for the decommissioning of the Scavenger Waste Plant. A certified copy of the resolution is enclosed. The bid deposit will be returned to you at the end of the contract. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ens. ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 20, 2011 Thomas Watral Watral Brothers Inc. 45 South 4th St Bay Shore NY 11706 Dear Mr. Watral: At the regular Town Board meeting held on January 18, 2011, the Town Board accepted the bid of D. F. Stone Contracting, Ltd for decommissioning the Scavenger Waste Plant. A certified copy of the resolution is enclosed. Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ens. ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 20, 2011 Sara McKasty G & M Earth Moving, Inc 345 Ellsworth St Holbrook NY 11741 Dear Ms. Mc Kasty: At the regular Town Board meeting held on January 18, 2011, the Town Board accepted the bid ofD. F. Stone Contracting, Ltd for decommissioning the Scavenger Waste Plant. A certified copy of the resolution is enclosed. Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ens. ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 76571800 southoldtown.northfor k.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 20,2011 Joseph Hoeming S. J. Hoeming Construction, Inc 1471 Fifth Ave Bay Shore NY 11706 Dear Mr. Hoeming: At the regular Town Board meeting held on January 18, 2011, the Town Board accepted the bid of D. F. Stone Contracting, Ltd for decommissioning the Scavenger Waste Plant. A certified copy of the resolution is enclosed. Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ells. ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 20, 2011 Stephanie Selix Philip Ross Industries Inc 200 Long Island Ave Wyandanch NY 11798 Dear Ms. Selix: At the regular Town Board meeting held on January 18, 2011, the Town Board accepted the bid ofD. F. Stone Contracting, Ltd for decommissioning the Scavenger Waste Plant. A certified copy of the resolution is enclosed. Your bid deposit is being returned to you. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Ens. RESOLUTION 2010-693 ADOPTED DOC ID: 6159 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2010-693 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON SEPTEMBER 7, 2010: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott A. Russell to execute and Agreement with D.F. Stone Contracting~ LTD~ 1230 Station Road~ Medford~ NY 11763~ to decommission the Scavenger Waste Planh Moores Lane~ Greenport~ NY, all in accordance with the plans and specifications prepared by L.K. McLean Associates, PC, in the amount of $673,498, all in accordance with the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Vincent Orlando, Councilman SECONDER: Albert Krupski Jr., Councilman AYES: Ruland, Orlando, Talbot, Krupski Jr., Evans, Russell LI[&A L. K. McLean Associates, P.C. 137 South Countr3 Road · Brookhaxen · Nex~ York · 11719 ~631) 286-8668 ° FAX {631) 286-6314 EUGENE F DALY, P.E, P.T O E.TM, PRESIDENT and CEO RAYMOND G DiBIASE. P E, PTO.E m, EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., ViCE PRESIDENT ROY R FULKERSON, PLS, VICE PRESIDENT ALBERT T DAWSON, PE., VICE PRESIDENT CONSULTING ENGINEERS Associates CHRISTOPHER F DWYER ROBERTA STEELE, PE JAMES L DeKONING, P E STEVEN W EISENSERG, P.E ANDREW B. SPEISER Town of Southold Department of Community Development 53095 Main Road Southold, NY 11971 Attn: James McMahon, Director Re: Town of Southold November 4, 201~CEiVED NOV - 5 2010 SoutholdTown Clerk Decommissioning of the Southoid Scavenger Waste Treatment Facility Letter recommending "Partial Payment Request #1" to DF Stone Contracting, Ltd. LKMA Project No. 10062 Dear Mr. McMahon: We are in receipt of the first partial payment request from DF Stone Contracting, Ltd. for the above referenced project. The work has been performed in accordance with the Plans and Specifications, and we are in agreement with DF Stone Contracting, Ltd. as to the extent of the completion of work as outlined in their payment application. Payment to the Contractor is recommended in the amount of $91,322.55 ($96,129.00 less 5% retainage) for this requisition No-1. Enclosed please find the following: 1. Town of Southold - Standard Voucher in the amount of $91,322.55 2. Engineers Partial Payment Certification 3. Contractor's W-9 Form and Contractor's Verification Affidavit 4. AIA Documents G702 & Continuation Sheet G703 5. Certified Payroll Records 6. Copies of Dump Tickets If this payment request meets with your approval, please sign the attached Payment Voucher and forward this payment package to the Department of Accounting & Finance for further processing. Please keep the payment package stamped "COPY"for your records. If we can be of any further assistance in the processing of this payment, please contact this office. Enc.: (5) Cc: Southold Town Clerk w/enc. Bill Thomas, DF Stone Contracting, Ltd. w/enc. Very truly yours, Paul M. Roth, P.E. Senior Project Manager John Cushman, Department of Accounting & Finance (original payment package) LKMA File w/enc. DF Stone Ltd. Page I of 2 PARTIAL PAYMENT CERTIFICATION PROJECT TITLE: TOWN OF SOUTHOLD - DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY LKMA PROJECT NO: 10062 AMOUNT DUE THIS PAYMENT: $91,322.55 BETWEEN: DF STONE CONTRACTING, LTD AND THE TOWN OF SOUTHOLD I, L. K. McLean, Consulting Engineer for the Town of Southold, do hereby; certify that the work listed in the attached PARTIAL PAYMENT REQUISITION has been completed in accordance with the Plans and Specifications made part of the Contract between DF Stone Contracting, Ltd and the Town of Southold, and certify that this work has been completed satisfactorily and has been received by the Town of Southold. DATED: November 4, 2010 PAYMENT NO: 1 L. K. McLean Associates, P.C. Consulting Engineers Town of Southold AMOUNT: $91,322.55 DF Stone Ltd. Page 2 of 2 D.F. STONE CONTRACTING, LTD. 1230 STATION ROAD MEDFORD, NEW YORK 11763 (631) 924-2730 FAX (631) 924-7608 October 27, 2010 Town of Southold 53095 Main Road P.O. Box 1179 Southold, New York 11971 Attention: Elizabeth Neville Town Clerk Re: DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY APPLICATION FOR PAYMENT #1 Gentlemen: Enclosed, please find the following required documentation covering Application for Payment #1: Original W-9 Form Original AIA Form G702 / G703 Original Invoice # 16333, in the mount of $91,322.55 Original Town of Southold Payment Voucher Original Certified Payroll Reports Duplicate copies of Dump Tickets We trust you will find all in good order. Should you require any additional information, please do not hesitate to contact this office. Sincerer, ~i cc: Chris Dwyer LKM Associates iRev October 2007) Request for Taxpayer Identification Number and Certification Give form to the requester. Do not send to the IRS. I! Taxpayer Identification Number (TIN) Enter your TIN in the appropria;e box The TIN provided flqust match the name g~ven on Line 1 to avoid backup withholding, For individuals, this is your social security number {SSN} However for a resident alien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TiN on page 3 Note. If the account is in more than one name, see the chad on page 4 for guid81ines on whose number to enter Certification Unoer penalties of pedury, I cer:i~y that: The number shown on this fon~ ~s my correct taxpayer identification number (or I am wating for ~ number to be issued to me), and 2 I am not sub~ect to backup w thholding because: (a) I am exempt from backup w~thholding, or (b) ~ have not been flotified by the Internal Revenue Semce (IRS) that I am subject 1o backup withholding as ~ result of a failure fo repo~ Ail interest or dividends, or (c) the IRS has notified me that I am no ~onger subiect to backup withhoMing and 3 I am a U.S c*tizen or other U.S person (defined below) Ce~fic~iofl instru~ions, You mus~ cross out item 2 above if you bare been not~fied Dy the iRS that vou are cunently sub}ect to backup withholding because you have failed to repoA ail interest and dividends on your t~x return For r~al es~te transactions, item 2 does not apply For modRaee interest paid, acquis~ion or aband nment of sec ed properly canceltat+on of debt. contributions to an individual retirement arrangement (iRA), and generally payments ct r an ~ ~tere and oividends you 8re not required to stgn the Certification, but you must provide your corr~t TiN. See the ~nst c ohs n age, General Instructio~ consider~Definiti°n ofa U,S.a U.~p~rson~mon.fl youF°rare:federa" tax purposes, you. are S~bon references are to the [qtern¢ Revenue Cdc unless othe~,ise noted · An ind vidual who is a US citizen or U.S. resident alen, Purpose of Form A person who ~s required to f',e an nform~tion re~um with the IRS must oDtam your corre.t ~axpayef id~ntificatiofq number (TIN) t Cerbfy that the TIN you are gwing is correct or you are organized in the United States or under the iaws of the United States. 301 770t 7~ APPLICATION AND CERTIFICATE FOR PAYMENT i ~ I AIA DOCUMENT G702 PAGe 1 of 2 TO ~©WNER TOWN OF SOUTHOLD PROJECT: DECOMMISSIONING OF THE SOUTHOLD !APPLICATION NO 1 ~ Distribulion to: 53095 ROUTE 25 MAIN ROAD) ; '~S~§CAVEN~R WASTE TR~AT~ENf ~ACILI~Y ' : PO BOX 1179 I ~ ' · r ~ OWNER SOUTHOLD NEWYORK 11971 ~ ' ~ ' J PE~I0~ ~ IO/20/~010 ~CHITECT FROk (CONTRACTOR) ] ~ VIA (~RCHITE~T) I ~ ~/I ~ ~4~ ~ ~ :ZCONTRACTOF D F STONE CONTACTING LTD ' LB McLEAN ASSOCIATES PC/ /ARCHITECT'S PROJECT NC 10038 i 1230 STATION ROAD ~ ) - ~SOUTH COUNTRY ROAD~ ~I MEDFORD, NEWYORK 11763 ~ ~6OKH~EN NEWYO~I~ ~ ' J GENERAL CONSTRdCTION i I I i CONTRACTOR'SAPPLICATIONFOR PAYMENT ~.¢io~o~iS ~ade f~ Pace,t, as shown below, i ....... tion with the Conlract Change Orders approved in ' ~oOmONS Approved this month .... 4. TOTAL OOMPLET~ &~TO"ED TO DAT~ $96,129.00 / TOTALS $0 $0 ssued and payments received fro%the Owner a~at currenl ~yment sh~w~ 9. B~ANCE T~ ~J~ISH. ¢~US RETAINAGE : $582.175 45 ~aid by the Conlractor for Work for which previous Ced~ficates for Payment were ~. ~RE~ENT O~ ~ ~ $91,322 55 / ~ · ARCHITECT'S CERTIFICATE FOR PAYMENT LF - ] -- J - L ~ ~ ~gach explanat~n ff amount certified difl~s ~o~ th ....... t applied, for ) i ...... d ..... Jib the Contract D ...... ts, based ..... siJe obse~ati ..... dthe I , ~ J I NELLIE NICHAYONACK J NOTARY PUBEC STATE OF NEW YORKI SUm K COUNTY I LI6. ~1NI8221294 I CONTINUATION SHEET ~ i AIADOCUMENTG703 PAGE! 2of2 ~, A E)ocume G702 APPLICATION AND CERTIFICATE FOR RAYMENT, con a nm8 ~ : ; APPL CAT ON NUMBER: 1 2 SAWCUT ASPHALT PAVMENT 160 LF $300 ~8000 _ _ $0 00 0% $48000 $000 3 DEMO TREATMENT BUILDING- ~1 LUM~ __.~1~,~0~ $15,000.00 $12,000.0( $12,0~00 80% $15,00000 $60000 7 DEMO & REMOVE EXISTFNG PAvEMEN~ 11,~ SF $100 $11,050.00 ._ $3,_.0~0.~ $3,0~ 00 27% 511,05000 $15000 DF STONE CONTRACTING LTD. 1230 Station Road Medford, NY 11763 Voice: (631) 924-2730 Fax: (631) 924-7608 INVOICE Invoice Number: 16333 Invoice Date: Oct 27, 2010 Page: 1 Bill TO: Town of Southold 53095 Route 25 (Main Road) P O Box 1179 Southold, NY 11971 Re: Decommissioning of the Southold Scavenger Waste Treatment Facility ] Quant--it~' ~ Item ~-- Description ~ Llni{-Price ' Application #1 'Less 5% retainage Custon~er ID ~ ~Ust°rne;P° I Payment Terms ~ Net Due ..... ~ -T ~hi Date I Due Date TOWN OF SOUTHOLD _ S~lipPing Me~d ' Sales ReP ID P .... 10/27/10 Amount 96,129.00 i -4,806.45 Check/Credit Memo No: Subtotal 91,322.55 Sales Tax · Total Invoice Amount 91,322 55 Payment/Credit Applied ' TOTAL 91,322.55 Town of Southold, New York- Payment Voucher V~dor Name ~ V~'r~dor Ad ~ ~ V~or T~[~n~ Nu mbc~ Payee Certification The u~d¢~sigt~cd (a alma. t} (Ac(i~g b~pai~, duc ~d tVcn~oz No. ~i~.L~,......-.................-..., ................... =================================================================== Ntm~b~r Department Certification ~fl ~out sa~i~t~o~ ~e s~ic~ p~y ~oi~ ~o~ ~ ~t ia appmv~ _Date NAME OF CONTRACTOR X~ OR SUBCONTRACTOR __ D.F. Stone Contracting, Ltd ADDRESS 1230 Station Road Medford, NY 1t763 pAYROLL NO FOR WEEK ENDING October t 3, 2010 PROJECT AND LOCATtON Town Of S°uth°ld ' Decommissioning of the S°uth°ld Scavenger Architect s Project No' 10038 Waste Treatment Facility DEDUCTIONS z© DaY AND DATE GROSS - AMOUNT FOR O $ S O $ S O $ S O $ S O $ S Dale October 15, 2010 I Bill Thomas Vice President (Name of signatory partyI (Title) 7th from [he full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, ether than the permissible deductions as defined in Regulations, Par[ 3 (29 CFR Subtitle A} ~ssued by ~he Secretary of Labor under the Copeland Act. as amended (48 Stat 948, 63 Stat 108 72 Stat ~67; 76 Stat 357~ 40 US C 276c), and described below (2) That any payrolls et her~vlse under this cor~ract required to be submitted for the above per~od are correct and cOmplete; that the wage rates for laborers or mechanics contained the~eln are r~ot less than t~e appbcable wage rates contained in any wage determination incorporated into the contract; that the class~ficafions set forth therein for each laborer or mechanic conform with the work he performed (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State appren0cesh~p agency recognized by the Bureau of Apprenticeship and Training United States Department of Labor, or r[ no such recognized agency exists in a Slate are rb~stered w~th the Bureau of Apprenticeship and Training United States Depadmenl of Labor (4) That (a) V~*HERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS [~ .... In addition to the bamc hourly wage rates paid to each laborer or mechanic hsted in the above referenced payroll payments of fnnge benefits as listed in the contract WItERE FRINGE BENEFITS ARE PArD IN CASH Each laborer or m echan~c hsted in lhe above referenced payroll has been paid as indicated on Ihe payroll an amounl not less than the sum of th~ apphcable basic hourly wage rate p~us tee amount of the required fringe benefils as hsted ~n the contract, except as noted ~n Secboe 4c below EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS THE WILLFUL FALSIFICATION OF ANY OF TH ~ I ill~ EC O31N ~)RFATCH' EO ~R NIii TO EEDI~ [T AOTI% ~ ~1~)' EA L PR OS EO UTION , CONTRACTOR OR 18 AND SECTION 231 OF ~AME OF CONTRACTOR X~ OR SUBCONTRACTOR D.F. Stone Contracting, Ltd ADDRESS t230 Station Road Medford, NY 1t763 nAYROLL 'dO fOR '&I-EK ENDING October 20, 2010 PROJECT AND LOCATION Town of S°uth°ld ' Decommissioning of the S°~th°ld Scavenger Architect's Project NO 10038 Waste Treatment Facility zo DAY AND DATE GROSS DEDUCTIONS ~ v) AMOUNT FOR ~o o u~ Thurs Ffi Sat Sun Mort I Tues Wed JOB ~ET WAGES NAME. ADDRESS. AND SOCIAL SECURITY NUMBER OF ~. ~_ TOTAL RATE OF PAY 'AID FOR WEEK ~ a- WORK CLASSIFICATION ~) HOURS DISA EMPLOYEE ~ 14 15 16 17 18 19 20 GROSS FEDERAL TATE W1TH ~ ~ I- AMOUN-r FOR FICA MEDICARE TOTAL DEDUCTION.~ James Kovarik $ 2,31600 4 Sheep Pasture Lane M 2 Laborer- Heavy & Highway- O $ 143.59 $ 35557 $ 33 58 $ 142 77 $ 060 $ 67611 $ 1,639.89 Huntington, NY 11743 07~48-4749 Group#3 S 8 8 8 8 8 40 $ 5790 $ 2,31600 Richard Schwarting Operating Engineer- Heavy O $ 3,06360 PO. Box172 M3 $ 18994 $ 531.03 $ 4442 $ 202 06 $ 0.60 $ 968 05 $ 2,095 55 Sayville, NY 11782 09340-0130 & Highway - Class B S 8 8 8 8 8 40 $ 76 59 $ 3,06360 Daniel Hillyard O $ 243.90 134 Granny Road M 0 Teamster $ 15.12 $ $ 3.54 $ 4 01 $ 060 $ 23 27 $ 22063 Farmingville, NY 11738 281-80-8583 S I 1 1 1 0.5 4 5 $ 54.20 $ 24390 O S $ $ S 0 $ $ $ S 0 $ $ $ S 0 $ $ $ S 0 $ $ $ S O $ $ $ S 0 $ $ $ S Date October 22, 2010 I Bill Thomas Vice President (Name of s+gnatory pady) (Title) do hereby state {1 ) That I pay or super~se the payment of Ihe persons employed by D.F. Stone Contracting, Ltd. on the Town of Southold - Decommissioning of the Southold (Contractor Or Subcontractor} (Building or work) Scavenger Waste Treatment Facility ; that during the payroll pe(iod commencing on the dayof October 2010 and ending the 20th day of October 2010 all persons employed or~ said project have been paid the ful~ weekly wages earned, that no rebates have been or will be made either directly or indirecPy to or on behalf of said D.F. Stone Contracting Ltd. from the full (Contractor or Subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the fuel wages earned by any person other than the permlssibJe deductions as defined in Regulations, Pad 3 (29 CFR Subtitle A) issued by the Secretary of Labor under the Cop~land Act, as amended (48 Stat 948, 63 Stat 108 72 Stat 967; 76 Stat 357; 40 U S C 276c), and described below (2) That any payrotls othen~ise under this contract required to be submitted for the above period are ~rrect and complete; that the wage rates for laborers or mechanics contained thereto are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the c~ass~cations set forth therein for each laborer or mechanic conform with the work he per¢ormed (3) That any apprentices employed m the above period are duly registered Jn a bona fide apprenticeship program registered with a State apprentiCeship agency recognized by the Bureau of Apprenticeship and Train~g, United States Department of Labor. or ~f no such recognized agency exists in a State, are re§~stered with the Bureau of Apprenticeship and Training United States Department of Labor {4) That to) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS 14th ( b ) VC4ERE FRINGE BENEFITS ARE PAID iN CASH Each laborer or mechanic listed in the at,ova referenced payrorl has been pa,d as Indicated on the payroll, an amount nol less than the sum of the appl~cat~le bas,c hourly wage rate plus the amount of the required fringe benefits as listed in It~e cont racl except as noted in Section 4c below ( c ) EXCEPTIONS EXCEPTION {CRAFT) EXPLANATION REMARKS NAME AND TITLE ITHE WILLFUL FALSIFICATION OF ANY OF THE A SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTIO TITLE 31 OF THE UNITED STATES CODE E CONTRACTOR OR E 18AND SECTION 231 OF HORTON AVENUE MATERIALS LLC General Trucking Sand, Gravel, Topsoil, Fill, Dump Trailer 229 Horton Avenue Riverhead, New York 11901 Office: 631-727/632~ , : i:>,//c) 20 JOB ., _ Name kl % '~'~,'"'" Address LOAD SAND C.U. YD LOAD GRAVEL C.U. YD LOAD TOPSOIL C.U. YD. LOAD FILL C.U. YD. LOAD STONE C.U. YD. TRUCK HIRED HRS. OTHER CURB DELIVERIES ONLY - OTHERS AT CUSTOMERS RfSK HORTON AVENUE MATERIALS LLC General Trucking Sand, Gravel, Topsoil, Fill, Dump Trailer 229 Horton Avenue Riverhead, New York 11901 Office: 631-727-6325 Address 20 /' ( -/ ORDER NO. TRUCK NO DRIVER LOAD SAND C.U. YD. LOAD GRAVEL C.U. YD. LOAD TOPSOIL C.U. YD LOAD FILL C.U.Y[ LOADSTONE C.U.Y[ TRUCK HIRED HRS. OTHER CURB DELIVERIES ONLY - OTHERS AT CUSTOMERS RISK b Received FULL PAYMEi~q' MUST 8E REMITTED WrTHIN 10 DAYS OF TICKET DATE. 7t37 Received by ~.', FULL PAYMENT MUST BE REMITTED WITHIN t0 DAYS OF T~CKET DATE Ink Spot, Seuthold, NY- 765-3§2S Ink Spot, Southold, NY - 765-362S HORTON AVENUE MATERIALS LLC General Trucking Sand, Gravel, Topsoil, Fill, Dump Trailer 229 Horton Avenue Riverhead, New York 11901 Office: 631-727-6325 / '-V '' 2old.~ JOB i /~.. Name Address ORDER NO TRUCK NO, DRIVER LOAD SAND C.U. YD. LOAD GRAVEL C.U. YD. LOAD TOPSOIL C,U. YD. LOAD FILL C.U. YD. LOAD STONE C.U. YD TRUCK HIRED HRS. OTHER CURB DELIVERIES ONLY - OTHERS AT CUSTOMERS RISK 'I 135 Received by FULL PAYME~-T MUST BE REMITTED WITHIN 10 DAYS OF TICKET DATE. Ink Spot, Southold, NY. 765-3625 HORTON AVENUE MATERIALS LLC General Trucking Sand, Gravel, Topsoil, Fill, Dump Trailer 229 Horton Avenue Riverhead, New York 11901 Office: 631o727-6325 Jo,.B. Name r Address ' ORDER NO ]RUCK NO DRIVER LOAD SAND C.U. YD. LOAD GRAVEL CU. YD. LOAD TOPSOIL C.U. YD. LOAD FILL C.U. YD. LOAD STONE C.U. YD. /RTU C K HIRED HRS. HER CURB DELIVERIES ONLY'- OTHERS AT CUSTOMERS RISK Received by ~' .J '% .... FULL PAYM[NffMUST BE R[MI~FED WITHIN I0 DAYS OF TICKET DATE Ink Spot, Southold, NY · 765-362S ~JOB Name Address ORDER NO HORTON AUEBJUE MATERIALS LLC General Trucking Sand, Gravel, Topsoil, Fill, Dump Trailer 229 Horton Avenue Riverhead, New York 11901 Office: 631-727-6325 ? ;f., ,,~.~. ~. LOAD SAND C.U. YD. LOAD GRAVEL C.U. YD. LOAD TOPSOIL C.U. YD. LOAD FILL C.U. YD. .OAD STONE C.U. YD. TRUCK HIRED HRS. OTHER CURB DELIVERIES ONLY - OTHERS AT CUSTOMERS RISK Received by FULL PAYMENT MUST BE REMITTED WITHIN 10 DAYS OF TICKET DATE t.~u2 HORTON P.I/ENUE MATERIALS LLC General Trucking Sand, Gravel, Topsoil, Fill, Dump Trailer 229 Horton Avenue Riverhead, New York 11901 Office: 631-727-6325 j' Address G~' ~ ~ ~ 0£+ ORDER NO TRUCKNO. LOAD SAND C.U. YD. LOAD GRAVEL C.U. YD. LOAD TOPSOIL C.U. YD. LOAD FILL C,U. YD, LOAD STONE C.U. YD. TRUCK HIRED HRS. OTHER CURB DELIVERIES ONLY - OTHERS AT CUSTOMERS RISK Received by FULL PAYMENT ~UST BE REMITFED WITHIN 10 DAYS OF TICK[T DATE InkSpot, Southold, NY 765 3625 INCOMING TICKET Acc¢ Name Address 120304 DF STONE 1230 STATION RD MEDFORD, NY 11763 CROWN RECYCLING FACILITY EXCEL DEMOLITION RECYCLING P.O. Box 215 Calverton, NY. 11933 Date Ticket# Time In Time Out Status Badge# License Origin 10/18/10 211702 8:38AM TMP 8:49AM TMP PRINTED DF STONE DF STONE BROOKHAVEN Pounds: Gross 64160 Tons: Gross 320800 Net Yardage 3500 Material Type C&D Tare 37980 Net 26180 Tare 189900 Net 13.0900 Rate Qty Amount 130900 Notes: Signature INCOMING TICKET Acct~ Name Address 120304 DF STONE 1230 STATION RD MEDFORD, NY 11763 CROWN RECYCLING FACILITY EXCEL DEMOLITION RECYCLING PO. Box 215 Calverton, N.Y 11933 Date Ticke~ Time In Time Out Status Badge# License Origin 10/18/10 211717 10:46AM TMP 10:58AM TMP PRINTED DF STONE DF STONE EAST HAMPTON Pounds: Gross 62420 Tons: Gross 31 2100 Net Yardage 35.00 Material Type C&D Tare 37840 Net 24580 Tare 18.9200 Net 12.2900 Rate Qty Amount 122900 Notes: Signature HOFITOI I AI/E UE MATERIALS LLC General Trucking Sand, Gravel, Topsoil, Fill, Dump Trailer 229 Horton Avenue Riverhead, New York 11901 Office: 631-727-63~25 ! ! ,.~ _..-: Address ORDER NO TRUCK NO DRIVER LOAD SAND C.U. YD. LOAD GRAVEL C.U. YD. LOAD TOPSOIL C.U. YD. LOAD FILL C.U. YD. LOAD STONE C.U. YD. TRUCK HIRED HRS. OTHER CURl3 DELIVERIES ONLY - OTHERS AT CUSTOMERS RISK Received by FULL PAYME~ MUST BE REMITTED WITHIN 10 DAYS OF TI(KET DATE. Ink Spot, SouthOIdr NY- 765-3625 HORTON AI/ENUE MATERIALS LLC General Trucking Sand, Gravel, Topsoil, Fill, Dump Trailer 229 Horton Avenue Riverhead, New York 11901 Office: 631-727-6325 20 JOB Name ~ "~ , "'~ Address ORDER NO LOAD SAND C.U. YD. LOAD GRAVEL C.U. YD. LOAD TOPSOIL C.U. YD. LOAD FILL C.U. YD. LOAD STONE C.U. YD. TRUCK HIRED HRS. OTHER ., .~ ,~,,.. ~, Received by FULL PAYMENT MUST BE REMI'filED WITHIN 10 DAYS OF TIC KET DATE. HORTON AVENUE MATERIALS LLC '- General Trucking Sand, Gravel, Topsoil, Fill, Dump Trailer 229 Horton Avenue Riverhead, New York 11901 Office: 631-727-6325 JQB Address ORDER NO. TRUCK NO. DRIVER LOAD SAND C.U. YD LOAD GRAVEL CU. YD. LOAD TOPSOIL C.U. YD. LOAD FILL C.U. YD. LOAD STONE C.U. YD TRUCK HIRED HRS. OTHER CURB DELIVERIES ONLY - OTHERS;AT CUSTOMERS RISK Received by FULL PAYMENT MUST BE REMITFED WITHIN 10 DAYS OF TICKET DATE. Ink Spot, Southotd, NY - 765-3625 Ink Spot, Southold, NY- 765-3625 CONTRACTOR'S V~RIFICATION This is to certify that all wages on account of labor performed upon the work of the ~2~E~ %r4aGrE "l'-D~t6n~lF NAME OF PROJECT have been paid and materials use'd with the exception of the following amounts due and owing: INDiviDUAL VERIFICATION/ STATE OF NEW YORK) SS' COUNTY OF SUFFOLK) I ./~,~eing/ d~ly sworn, depose and say: ~n~es~o~h~2~°~eg~~f~2a~i~a~b~e~a~Ya~ contents there~/~nd the same is true to my own knowledge. Sworn~t/~/b~fore me this Notary Public COP~PORATE ~IFICATION STATE OF NEW YOR/<) SS: COUNTY OF SUFFOLK) I am the Title bein~ duly sworn depose of Corporate Name and say: a domestic corporation making the foregoing statement; I have read the contents therv~~ Sworn to b~fore me this s true Uo my RESOLUTION 2010-693 ADOPTED DOC ID: 6159 THIS 1S TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2010-693 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON SEPTEMBER 7, 2010: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott A. Russell to execute and Agreement with D.F. Stone Contracting~ LTD~ 1230 Station Road~ Medford~ NY 11763~ to decommission the Scavenger Waste Plant~ Moores Lane~ Greenport~ NY, all in accordance with the plans and specifications prepared by L.K. McLean Associates, PC, in the amount of $673,498, all in accordance with the approval of the Town Attorney. Elizabeth A. Neville Southoid Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Vincent Orlando, Councilman SECONDER: Albert Krupski Jr., Councilman AYES: Ruland, Orlando, Talbot, Krupski Jr., Evans, Russell ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING DECOMM1SION OF SCAVENGER WASTE PLANT August 19, 2010 10:00am BIMASCO lnc 735 Old Willets Path HauppaugeNY 11799 631-234-3100 $327,500 D. F. STONE CONTRACTING, LTD 1230 Station Rd Medford NY 11763 631-924-2730 $673,498 WATRAL BROTHERS INC. 45 South 4th St Bay Shore NY 11706 631-586-8300 $692,783 G&MEARTHMOVING, INC 345 Ellswo~h St HolbrookNY 11741 631-567-0120 $746,015 S. J. HOERNING CONSTRUCTION, INC 1471 Fifth Ave Bay Shore NY 11706 631-206-1676 $782,000 PHILIP ROSS INDUSTRIES INC 200 Long Island Ave WyandanchNY 11798 631-253-3077 $910,600 TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY CONSTRUCTION SPECIFICATION GREENPORT, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK LKMA Project No: 10038.0000 Prepared For: TOWN OF SOUTHOLD 53095 Route 25 P.O. Box 1179 Southold, N.Y. 11971 Prepared By: L.K. McLEAN ASSOCIATES, P.C. Consulting Engineers 437 South Country Road Brookhaven, New York 11719 (631 ) 286-8668 AU~-09-~010 10:54 FROM: L.K. McLF. AN ASSOCIATE$, P.C. T0:6319247608 LI[MA P.1~3 CONSUL'fING ENGINEERS 437 South Country Road, Brookhaven, N.Y. l 1719 Phone (63 t) 286-8668 Fax (631) 286-631.4 To: All Recipients From: Chris Dwyer cm P"Oec: 3 (including coversheet) Fa,,: ~:~.. August 9, 2010 Decommissioning of the Southold cc: Scavenger Waste Treatment Facility Addendum No. 1 X Urgent [] For Review [] Pleese Comment X Please Reply [] Please Recycle · Comments Once you have received this please check the box and fax back to 631-286-631..t4~. iaOr your cooperation. ve r.ece, ive. d Addendum No. I regarding omm~ss~omng of the Southold Scavenger Waste Treatment Facility. CompanyName:~ ~~ O~z_~'~-~ ~ T0:6319247608 P.2~3 ~UG~-09-20~0 10:54 FROM: ADDENDUM NO, ! TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DECOMMISSIONING OF TI. IE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: August 9, 2010 Acknowledge receipt of this Addendum No. 1 by inserting its number and date in the place provided for same in the Proposal Package Page 7 of 11, Failure to do so may subject the bidder to disqualification, This addendum forms part of the Contract Documeuts and modifies them as follows: General Clarifications, Chanee.q and Notes_to_Items in the Contract: Item 3- Demolisb_T.r_e. at..m..e..nt Building on Parcel i - Complete The Contractor shall exercise caution in removing the tree situated adjacent to tile buildmg's northeast corner. It' thc tree needs to be removed the Contractor shall include the cost to remove the tree from the site under payment Item 3 of this ContracL The Contractor shall also be responsible for all coordination with utility companies to properly ternzinate and ri utilities with the appropriate agencies. Any coordination with utility companies will be part of payment Item No. 3 of this contract. l,t.e,m 7- Demolition of All Treatment Structures on P. ar. cet No. I The Contractor shall .include the demolition, removal and disposal of' all perimeter fencing and gates from Pm'cci No. 1. The Contractor shall include the remov,al and disposal of any stormwater or remaining se£tic waxte that is cont~dned in any and all treatment structures to be demolished, removed and disposed of from Parcel No, 1. Thc Contractor shall include the cost to cap the end of the effluent pipe that extends from the northwest corner of the Town's Former Scavenger Waste Facility to the Village's Wz~stewater Treatment Facility to the west. It, em,No. I0- Import Clean, Fill This item will only be utilized in the event that contanninatcd soil is found and removed from thc ADDENDUM NO, ! - Page 1 of .2 . ~U~-09-~010 ~0~54 FRO~ ADDENDUM NO. 1 TO:6G19~47608 P.Gx5 site. This item would bc used to replace thc volume of soil removexl {'*om thc site and is not to be compensated under thc, general site restoration and grading (Item No. l 1). tern No. 11 - Site Gradine Res(oration This item shall include any and all acceptable material needed to restore the site to the proposed Site Restoration Plans (Dwgs. 4 & 5). End of Addendura ADDENDUM NO. 1 - Page 2 of 2 William M. Thomas, LLS 10 Haney Court Manorville, New York 11949 (631} 878-6359 EDUCATION Brooklyn Technical High School Institute of Design & Construction Evening Classes - Associates Degree Construction Management York College Evening Classes Graduated 1977 1978- 1981 1981 - 1982 EXPERIENCE Montrose Survey 116-20 Metropolitan Avenue Queens, New York 718-849-0600 Received Land Surveyor's License 1991 While maintaining full-time employment in Surveying Field maintained evening employment as Bartender / Bouncer Owner: Greenpoint Landmark Bar 1977- 1991 1981- 1989 1989 - 1991 D.F. Stone Contracting 1230 Station Road Med~rd, NewYork 11763 631-924-2730 Estimator Job Supervisor Senior Estimator Vice-President 1991 - Present 1991- 1993 1993 - Present 1993 - Present 2001-Present HOWARD HYMAN 2 VILLAGE COURT CORAM, NEW YORK 11727 1984-1986 BRULAWN Apprentice Heavy Equipment Operator and Laborer in the SouthWest Sewer District, installing Sewer and Water Lines. t986-1996 ALL ISLAND PLUMBING 118 Scanton Avenue, Lynbrook, New York 11563 Journeyman - Heavy Equipment Operator. Installing Drainage, Sewer and Water Lines. 1996-1999 Moved to Florida Journeyman - Heavy Equipment Operator. Installing Drainage, Sewer and Wafer Lines. 1999 - 2001 ALL ISLAND PLUMBING t 18 Scanton Avenue, Lynbrook, New York 11563 Master- Heavy Equipment Operator. Installing Drainage, Sewer and Water Lines. 2001 - Present D. F. STONE CONTRACTING, LTD. 1230 Station Road, Medford, New York 11763 Master- Heavy Equipment Operator. Head Foreman. Installing Drainage, Sewer and Water Lines. STEVE PRICE 32 43RD STREET ISLIP, NEW YORK 11751 1989-1992 JOHN GOZO JR CONSTRUCTION CORP. Apprentice Heavy Equipment Operator and Laborer. Installing Drainage, Sewer and Water Lines. 1993 - Present D. F. STONE CONTRACTING, LTD. 1230 Station Road, Medford, New York 11763 Master- Heavy Equipment Operator. Head Foreman. Installing Drainage, Sewer and Water Lines. D.F. STONE CONTRACTING, LTD. FINANCIAL STATEMENTS DECEMBER 31, 2007 KRErI'ZMAN & KREiTZ~AN CERTIFIED PUBLIC ACCOUNTANTS CONTENTS PAGE ACCOUNTANTS' REV~W REPORT FIN.4NCIAL STATEMENTS: Balance Sheet Statement of Operar./ons and Reta/ned l~arn/nga Statement of Cash Flows NOTES TO FINANCIAL STATE/vlENTS SUPPL, EM~NTARy INFORlh4ATION Supplemea'tary Supportiag Schedule- Schedule A-u~y~s of Cost ofl~wnues Earned Supplembmtary Supporting Schedule-Schedule 17 Analysis of General & Adm~s~ative Expenses Supplementary Supporting Schedule - Schedule 'Analysis of Contracts I1 12 13 4 5 6 7 KREITZMAN & KRFJTZMAN- CE~RTIFIED PUBLIC: ACCOUNTANTS To the 'stockholder of D.F./Irene Contracting, Ltd. Hauppauge, New York KREIIZMAN & KREIT'ZMAN CERTIFIED PUB/JO ACCouNTANTS ACCOUNTANTS' REVIEW R-t/PORT .We have reviewed the accompaoying balance.sheet of D.F. Stone Contacting, Ltd. (an S corporation) as of December 3 I, 2007, and the related combined ~atexn~nts of income, retained earnings and cash tl0ws for tile ye~ then.en~d~ in accordance with S~tement~ on Standards for Accounting and Review' Servi6.es lamed by the American Institute of Cmfified Public Accountants. All information included in these financial statements is the representation of the m~nagcment 'bfD.F. Stone Contact/~g, Ltd. ' A review consists phncipally of inquiries of Company personnel, and anal.y?.'cal procedures applied to the fmane/al cht~ It is ~ubstanfia/.ly le~s in scope than an audit in accordance with generally accepted auditing standard~, the objective of Which 'is the · · expre~sioa Of an opinion regarding the combined financial atatenmnts-taken as a whole. ACcordingly, we dO not ~rpress such an opinion. . ' Based on ou~ rev/ew we are not aWare of ~uy material modifications that should be made to th, accompanying combined firmncfal matements in'order for them to bo in e0nformity. with gen~rally accepted accounting principle.. . Our review was made for the, purpose of eXPre~ing Limited ~smmmce.that there are no material modificationS that should be mad~ to the financial statcmenta in'order for them to be 'in confonnlty with generally accepted .account~ug pi-inciples. The information. included in the accompany/rig Schedule I, II and 11I are presented o~17 £or supplementary analysis purpose~. Such informatiOn has been subjected to *.he inquiry and aaalyt/¢al · procedure~ applied in the review of bade financial statements, and we are not aware of any mat*r/al modificationS thaf should be made thereto. ~reitzman & ~reitzman, CP.,ts Hauppauge, June 19, 2008 -3- 898 VETERANS MEMORIAL HWY. · ,SUITE 300 - HAUPPAUGE7 NY li ?88 · TEL (631) 582-G050 · FAX (631) 582-6066 D.F. STONE CONTRACTING, LTD. Balance Sheet December 31, 2007 ASSETS Current assets; Cash in bank Accounts receivable Costs and estimated earnings In excess of billings on contracts in progress Loans receivable Tote I current assets Total assets Current I!abil~b'es: $ LIABILITIES AND STOCKHOLDER'S EQUITY $ 4-90 162 1,041,213 157,391 956,500 - 2,645r266 2,645~266 'Accounts payable Accrued expenses payable · Billings In excess of costs and estimated earnings on contracts In progress Shareholder Loan Payroll taxes payable Total current liabilities Tote! liabilities Stockholder's equity:. $ 535,686 5,000 2,351 208,831 3~540 755,408 755.408 Common Stock, no par value, 200 shares authorized, issued and outstanding Retained earnings Total stockholder's equity Total liabilities and stockholder's equity See accompanying notes and accountants' revieW report 5,000 Ir884~858 ~ 1,88'g~858 ~$ 2,645,266 -4- KREITZMAN & KREIT'ZMAN CERTIFIED PUB[JC ACCOUNTANTS D.F. STONE CONTP-,ACT[NG, LTD. Statement of Operations and Retained Earnings For the year ended December 31 2007 Contract revenues eameo Cost of revenues earned Gross Profit General and admJnistzative expenses Net Income from operations Retained Earnings - January 1, 2007 Ret rned Eambgs- December 31. 2007 $ 9,981,370 _9,338~968 642,402 253,655 388,747 1.496~ 111 $ '1,884~&58 , See accompan~ng notes and accountants' review report KREITZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUNTANTs D.F. STONE CONTRACTING, LTD. Statement of Cash Flows For the year ended December 31, 2007 Cash flows from operating activities: Net Inconoe Adjustment to reconcile net Income to Nat cash provided by operating activities: Changes in assets and liabilities Accounts receivabJe . Costs and est/mated earnings in excess of billings on contracts In progress Prepaid expenses Accounts payable ACCrued expense paYable. BlJt/ngs In excess of costs and estimated earnings on contracts Jn p(ogress PayroJl taxes paYable Net cash prbvided by operating actlv~es Cash flows from financing activities: Loans receivable Net cash used for financing activities Net decrease'in cash and cash equWalents Cash and cash equivalents- beginning of period Cash and cash equivalents- end of pedod $ 388,747 193,076 (147,737) 19,425 414,866 (1,000) 421 21 867,819 (956,500.) ' (~56,$001 (88,o81) 578~843 $ 490/162 See accompanying notes and accountants' review report KREITZMAN & KREITZMAN CERTIFIED PUBUC ACCOUNTANT8 D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 31, 2007 Note [ - Summary of Si~/ficant Accounting Polici~; "Nature of Bus/ness The Company, a New York 'subchapter S corporation, cons~-ucts residential and municipal infrastructures such a~ drainage, sewers and roadways. The work iS~performed under day h/re and fixed prices coal,'acts. All projecIs are located/n New York. ' The Company also sells material aggre~es generated ~rom job sites on a wholesale basis. ' Income and Cost Reco~nitign The Company r~pons .earnings from fixed price contracts by the percentage of completion method of accounting, deterred'ned by the milo o£costs incurred to date to the managcment's cstinmtes of total anticipated Costs. That method is used.' because management considers, total cost to be the best available mcam~-e of pro~re, ss on the contracts. Because o£the inherent 'uncertainties in estimating costs, it'/s poss/ble that the Company's estimates of costs and revenues may be revised prior to contract completion. Revisions in cost and profit estimates are reflected in the accounting period/n which the facts that require the revisions become known. In add/tion,, at the time a loss on a contract becomes known, the. entire amount of the estimated loss is reco~i~od in the accoLints. The asset, "Costs and estimated ' ' - earnings, m excess of billing on contracts ia progress" represents revenues rccogn/zed in excess of amounts b/lied. The I/ability, "Billih£~ /n excess of costs ~ud estimamd earn/ap~ on con[roots in pro~ress,, repr~scnt~ billings in eXCeSS of revenues recognized. Accomats and Retaina~s Receivable. Management.believes that accounts receivable are fully ~ollectible and that no allowance for uncollectible accounts is needed. ' Included, as part o£ the accounts receivable is' the retainage on uncompleted contracts of $54,653 as o£December 31, 2007. See accompanying accountants' review report completed' and -7- KRErI'ZMAN & KREI'lY. MAN CERTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, LTl). Notes to Financial Statements December 31, 2007 Note I - SummaW of S itmificar~t Accounting Poli~ies (continued) The company, with the consent'of its stockholder, has elected under the Internal Revenue Code to be an S corpomtion~ In lieu of corporation income taxes, the stockholder of an S corporation is taxed on their .proportionate sh~re of the Company's taxable income. Therefore, no provision or liability for federal income taxes has' been included in these f'mancial statements. However, New York State has imposed a f/xed dollar minimum ta~ on S corporations New York State taxes are recogn/.zed as incurred. Use of Estimates Management use~ estimates and assumptions in preparing f'man¢ial .shatements.. Those estimates and assumptions affect the reported amounts of azsots and liabilities, the disclosure of contingent a~ets and liabilities, and the reported revenues and expenses. For purpose Of the stateaUent of cash flows, thc comPmiy comidears all highly Liquid debt instruments purchased With maturity of three months 'or less to be cash equivalents. See accompany/rig accountants' review report KREITZMAN & KREIT'ZMAN CEFIT'IFIED PUBLIC ACCOUNTANTS · D.F. STONE CONTRACTING, LTD. NoteS· to Financial Sfatements December 31, 2007 Note' 2 - Co,ts and Estimated ~arn/ngs on Uncompleted C0ntrauh~ Cost and est/mated earn/rigs on uncompleted con.acts consist o£the following: ' Costs incurred on uncompleted contracts · Est/mated earnings Total costs and estimated mh-nings Less biliings to date 2,148,780 540,193 2,688,973 Included in the accompany/ns balance sheets Under the fellow-hag captions:. Costs and estimated earnings ir/excess of billings on contracts m progzess Billings in exccs~ of cost and estimated earn/rigs on contracts in progress. Totals $157,975 2.351 Note 3 - Concentration of R/.~Ic ' ' · · ~F y no[ e~d ~y losses ou ~ a~o~t. M~agement believ~ cash or ~o~:te~ Generally, the Company follows t/ac prac~ce offi//.ug statutorY Hens on oAl construction projects where collect/on problems arc ant/cipated. The liens serve as collatea:~l -for con.acts receivable. See accompany/ag accountants' rev/ow report -9- KRErrZMAN & KREITZMAN CER'J-JFIED PUBLiC 'ACCOUNTANTS D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 31, 2007 The following schedule shows a reconciliation of bac, k/og representing signed' contracts at December 31, 2007. Balamce, January ~, 2007 New con[facts and adjustments Less: Contract r~venues Balance, D~eember 31. 2007 · $ 199,250 8,960,490 5,761~428' $ '3t398t312 . . The Company entered iht6 contracts approximating $2,150,000 from January I, 2008 through Jnne 19, 2008. See accompanying accountants' review report -I0- KRErI-ZMAN & KRErVZMAN CERTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, LTD. Supplementary Supporting Schedule Schedule I - Analysis of Cost of Revenues Earned For the year ended December 31, 2007 Subcontractors ~atedals Wages Payroll Taxes Maintenance and repairs Equipment rental Permits'and licenses Bids and plans Total cost of revenues earned $ 5,722,892 2,573,784 726,986 60,504. 212,543 28.244 10, 927 3, 088 ~$ 9,338,968 See accompanying notes and accountants' review report :11- · KREITZMAN & KREII"ZMAN CERTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, L'I;D. Supplementary Supporting Schedule Schedule II. Analysis of Generai and Administrative Expenses For the year ended December 3'l, 2007 Insur'ar3ce Equipment ~ease expense Professional fees Automobile expense Rent expense Office expense State franchise tax Contributions Total operating expenses 134,453 9,723 67,397 1,800 24,027 13,530 1,12.5 lr600 253r655 See accompanying notes and accountants' revrew mpo -12- KREITZMAN & KREJ37 AN CERTIFIED PUBLIC.ACCOUNTANTS D.F. STONE CONTRACTING, LTD. Suppiemen~ry ~tupporttnl~ Schedule Schedule Ill ~A/talysls of ~,Ontract~ F°r ~he year ended Dec~mber 31, 2007 ~s ~T~01g 987,~i , 987.~1 7~.280 ~,837 3,~27 810 241 61.~ ~ ~r~ . · . ~ '~~ KREri'zMAN & KRE~ ~ERT/FI~D PUBLIc ACCOUNTANTs D.F. STONE CONTRACTING, LTD. FINANCIAL STATEMENTS DECEMBER 31, 2008 KREITZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUNTANTS CONTENTS PA GE ACCOUNTANTS' PdSV/EW REPORT 3 F ~NAiqCiAL STATEMENTS: Balance Sheet Statement of Operations and Retained Earnings Statement of Cash Flows NOTES TO FINANCIAL STATElv[ENTS SUPPLEMENTARY D,rFORMATION Supplementa~ Supporting Schedule - Sclnedule I Analysis of Cost of Re',enues Earned Supplementary Suppomng Schedule - Schedule ii A~,alys~s of General & Adnllmstlalc~e Expenses SupplememasySuppomugSchedule C, chedule Aaaiysm of ( onuacts 4 5 6 7 Il 12 ~3 KREIIZMAN & KREITZMAN CENTtFIED PUBLIC ACCOUNTANTS KREITZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUF, JTAFJTS To die stockholdel o£ D F Stone Contracting, Ltd. Hauppauge. New York ACCO UNTANTS ' I:LE \,'JEW REPORT We have reviewed the accompany/ng balance sheet of D.F Stone Contracting, Ltd. (an S corporation) as of December 31, 2008, and the related combined statements of fi]come, retained earmngs and cash flows for the year then ended, m accordance with Statements on St2~dards for Accom]tmg and Review Services issued by the Amer/ca~ [rtstimte of Certified Public Accountants. All in-formation included m these financial statements is the representation o£the management of D.F. Stone Contracting, Ltd. A review consists principally of/nquiries of Company personnel and analytical procedures applied to the financial data. It is substantially less m scope than an audit m accorcl.nce w/th generally accepted auditing standards, the objective of wh/cb is the expression of an opinion regarding the financial sXatements taken as a whole. Accordingly, we do nm express such an opinion. Based on our re,dew, we are not awm-e of any matenaJ modifications that should be made to the accompanying financial statements in orde~ for them to be m conformity w/th generally accepted accounting principles Our review was made for the purpose of expressing limned assarance that there are no material modificauons that should be made to the financial statemems m order for them to be in conformny w~th generally accepted account/ag principles The mfomnanon included m die accompanying Schedule I. l! and [[1 are presented oldv for supplementary anMvs~s purposes Such informanon has heeu subjected ~o d]e mqu~ and analm~cat procedures apphed m the review of basic financ~at Hauppau ge ~'~' 2000 D.F. STONE CONTRACTING, LTD. Balance Sheet December 31. 2008 ASSETS Current assets Cash ~r~ bank Accounts receivable Costs and estimated ea[mngs *n excess of blhngs on contracts m progress Loans receivable Total current assets Other assets: Investment - Land Total other assets Total assets LIABILITIES AND STOCKHOLDER'S EQUITY Current liabilities: Accounts payable Billings in excess of costs and estimated earnings on contracts in progress Payroll taxes payable Total current liabilities Total I~abilities Stockholder's equity Common Stock. no par value 200 shares authorized. ~ssued and outstand,ng Retained earnings Total stockholder's equity Total I*abdmes and stockholder's equity See accompanying notes and accountants rewew report KREITZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUNTANTS $ 607 103 t 581.259 220, 187 647,669 3,056,218 300,000 300,000 $ 3,356 218 $ 761,494 22,016 6,644 790,153 790,153 5 000 2,561065 2,566065 3,356,218 D.F. STONE CONTRACTING, LTD. Statement of Cash Flows For the year ended December 31. 2008 Cash flov,,s from operat,ng acl,v,l,es Net Income Adluslmenl to reconole net mcome to Net cash prowded Dy operabng achwt~es Changes ~n assets and hab¢~bes Accounts receivable Costs and esbmated earnings ~n excess of billings on contracts in progress Accounts payable Accrued expense payable Billings Jn excess of costs and estimated earnings on contracts in progress Payroll taxes payable Net cash provided by operating activities Cash flows from investing activities: Investment Net cash used in investing activities Cash flows from financing activities: Loan from shareholder Loans receivable Net cash provided by financmg act~v~bes Nel decrease in cash and cash equivalents Cash and cash equivalents- beg*np~ncj of period Cash and cash equ,valems, end of per,od $ 676 207 (540.046) (62,796) 225,808 (5.000) 19.664 3,104 316,941 (300,000/ (300,000) (208,831) 308,831 100,000 116941 490.162 $ 607.103 See accompanying notes and accountants' review report KREI'I-ZMAN & KREITZMAN CERTIFIED PUBLIC/kCCOUNTANTS I).I-.STONE(O\TR~,(TIM;.I.Tf). %oles to Financial Staleme,IS December 31. 2008 ,NJalLue oF Busmes$ The Company, a New York subchapter S corporanon, constructs residential m~d municipal infrastructures such as dzamage, sewers and roadways The work is performed under day hire and fixed prices contracts All projects are located in New York The Company also sells material aggregates generated fi-mn job sites on a wholesale basts Income and Cost Recoanit/on The Company reports earnmgs from fixed-price corm-acts by the percentage of completion method of accounting, deterrmned by the ratio of costs incutred to date to the managemem's estimates of total anticipated costs. That method is used because management considers total cost to be the best available measure of progress on the contracts. Because of the inherent uncertainties in estimating costs, it is possible that the Company's estimates of costs and revenues may be revised prior to contract completion. Revisions in cost and profit estimates are reflected ia the accountmg period in which the Facts that require the revisions become known. In addition, at the nme a loss on a contract becomes known, the entire amotmt of the estimated loss is recogmzed in the accounts. The asset, "Costs and esmnated earnings iii excess of billing on contracts in progress," represents revenues recognized m excess of amounts balled Tile liabili~. "Billmgs m excess of costs and estimated eanlings on contracts m progress," represems bilhngs In excess of revenues recognized Accounts m~d Retainaaes Recet*able Management behe~ es d~al accoums receivable me fulls collectable and that no allot~ance fm uncollectible accounts 0> needed Included as par[ of the accounts lecelvable is tile reramage on completed and uncompleted comracls of $188 232 asofDecembet ~1 2008 KREITZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUNTANTS \oles Io F'h~anrial Statements December 31. 2008 hlcome Taxes The company, with the consent of ~ts stockholder, has elected under the Internal Revenue Code to be an S coqaoration hi lieu of corporate income taxes_ the stockholder of an S co~?oranon ~s taxed on their proportionate share of the Company-s taxable income. Therefore, no provision or habihty for federal income taxes has been ~ncluded m these financial statements However, New York State has u]aposed a fixed dollar mUmnum tat ou S corporations. New York State taxes are recogmzed as incurred. Use of Esttmates Management uses estimates and assumpt/ons in preparing financial statements. Those estimates and assumptions affect the reported mounts of assets and liabihfies, the disclosure of contingent assets and liabilJt5 es and the reported revenues and expenses. Cash Equivalents For purpose oft& statement of cash flows, the Company considers all h~ghly4~qmd debt instruments purchased with maturity of three months or less to be cash equivalents -8- KREITZMAN & KREITZMAN CENTIFI~ PUBLIC ACCOUNTANTS D.F. ST(.)X F ( \oles Io Fin,qnri;I December and ,r-'qHF~a[ed F_alilUq~S o~1 L r~cornple[ed ~ulllta,~lh ( osr aud eSlHnazed earmngs on UflCOlllpleted COil[[acts consist o( Ihe l'ollo',vmg Costs mctwred on uncompleted contracts EsUmated earnings Total costs aJ]d estimated earnings Less bdlings to date 9.542,352 1,976,699 11,519.05l 11,320,879 Included in the accompanying balance sheets under the follow/rig captions: Costs and estimated earnings irt excess of billm~ on contracts in progress $ 220,187 Billings in excess of cost and esmnated earnings on contracts in progress 22,015 Totals $198.172 Note 3 - Concentration of Risk The Company maintains its cash tn a bank deposit account that at tunes, may exceed federally insured lunits The Company has nOl experienced any losses on lMs account Management behe~es the Company ~s not exposed to any s~gruficant cre&t risk related to cash or short-term io,,estments Generally. the Company follows the practice of filing statutory hens on all construcnon projects ],,here collecuoop~obleulsatea~uc~pa~ed The hens ser~'e as collateral for conuactsrece~able -9- KREITZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUNTANTS D.F. _bi ON£ £'O'x [RA('TI'~G. L I'D. Notes to Financial ~lalemenlS December 31. 2008 XJole 4 - }nxesllneot - Land The Company made an investment in land on May 13. 2008. The m,.esnnent consists of fotLr lots, w~th each lot costing $125.000 The Company contributed $300_000. wbde another investor group conmbuted $200.000 The Jots are located in a 75 home subd~ ~smn w~tb a pmate golf club Company bas a 50 % imerest in lhe iovestmen~ Note 5 - Backlog The following schedule shows a reconciliation] of backlog representing stgned contracts at December 31, 2008. Balance, January 1. 2008 New contracts and adjustments Less Contract revenues 3,398,312 9,281,365 7,159, 173 Balance, December 3 I. 2008 $ 5,520.504 The Company entered into courracts approximating ~7,800,000 flOra January I, 2009. through May 5, 2009 KREITZMAN & KREITZMAN CEIRTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, LTD. Supplementary Supporting Schedule Schedule I - Analysis of Cost of Revenues Earned For the year ended December 31. 2008 Subcontractors Wages Payroll Taxes Surveying Equipment rental Permits and licenses Bids and plans Total cost of revenues earned $ 6591 163 ?785OO 770 128 63,021 15,582 21,286 8,694 4,494 $ 8,252,868 See acoompany~ng nates and accountants' rewew repot} KREITZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, LTD. Supplementary Supporting Schedule Schedule II - Analysis of General and Administrative Expenses For the year ended December 31, 2008 Insuramce Adtomobde expense Renl expense Office expense Advertising Telephone State franchise tax Contributions Total operating expenses $ 115 568 4 034 36 413 t2745 4.~07 5,466 325 2,425 181,083 See accompanying notes and accountants' rewew report ]2 KREITZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUNTANTS D ~ gTONE CONTRACTING, LTD. For Ihe year ended December 31, 2008 ~. P~ 1, 2008~ 13,9631330 36 22', --- -- S2,878t053 ~359878 ~ $856846 $ ? ~59 ~ -13- KREITZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, LTD. FINANCIAL STATEMENTS DECEMBER 31, 2009 CONTENTS PAGE ACCOUNTANTS' REVIEW REPORT FINANCIAL STATEMENTS: Balance Sheet Statement of Operations and Retained Earnings Statement of Cash Flows NOTES TO FINANCIAL STATEMENTS SUPPLEMENTARY INFORMATION Supplementary Supporting Schedule - Schedule I Analysis of Revenues Earned Supplementary Supporting Schedule - Schedule Il Analysis of Contracts in Progress Supplementary Supporting Schedule - Schedule III Analysis of Completed Contracts Supplementary Supporting Schedule - Schedule IV Analysis of General & Administrative Expenses 4 5 6 7 11 12 13 14 ~RE~'T'Z~AN & To the stockholder of D.F. Stone Contracting, Ltd. Hauppauge, New York KREI'lZMAN & KREITZMAN CERTIFIED PUBLIC ACCOUNTANTS ACCOUNTANTS'REVIEW REPORT We have reviewed the accompanying balance sheet of D.F. Stone Contracting, Ltd. (an S corporation) as of December 31, 2009, and the related combined statements of income, retained earnings and cash flows for the year then ended, in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. All information included in these financial statements is the representation of the management of D.F. Stone Contracting, Ltd. A review consists principally of inquiries of Company personnel and analytical procedures applied to the financial data. It is substantially less in scope than an audit in accordance with generally accepted auditing standards, the objective of which is the expression of an opinion regarding the financial statements taken as a whole. Accordingly, we do not express such an opinion. Based on our review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with generally accepted accounting principles. Our review was made for the purpose of expressing limited assurance that there are no material modifications that should be made to the financial statements in order for them to be in conformity with generally accepted accounting principles. The information included in the accompanying Schedule I, II, III and IV are presented only for supplementary analysis purposes. Such information has been subjected to the inquiry and analytical procedures applied in the review of basic financial statements, and we are not aware of any material modifications that should be made thereto. Kreitzman & Kreitzman, CPAs Hauppauge, NY May 17, 2010 D.F. STONE CONTRACTING, LTD. Balance Sheet December 31, 2009 ASSETS Current assets: Cash in bank Accounts receivable Costs and estimated earnings in excess of billings on contracts in progress Loans receivable $ 785,998 2,658,767 186,854 647,669 Total current assets 4,279,288 300,000 300,000 $ 4,579,288 Other assets: Investment - Land Total other assets Total assets LIABILITIES AND STOCKHOLDER'S EQUITY Current liabilities: Accounts payable Billings in excess of costs and estimated earnings on contracts in progress Payroll taxes payable $ 1,094,609 13,484 7,270 Total current liabilities 1,115,363 Total liabilities 1,115,363 Stockholder's equity: Common Stock, no par value, 200 shares authorized, issued and outstanding Retained earnings Total stockholder's equity Total liabilities and stockholder's equity 5,000 3,458,925 3,463,925 $ 4,579,288 See accompanying notes and accountants' review report -4- KREITZMAN & KREI'I-ZMAN D.F. STONE CONTRACTING, LTD. Statement of Operations and Retained Earnings For the year ended December 31, 2009 Contract revenues earned Cost of revenues earned Gross profit General and administrative expenses Net income from operations Distributions Retained Eamings - Januanj 1, 2009 Retained Earnings - December 31, 2009 $ 9,943,633 8,336,976 1,606,657 108,797 1,497,860 (600,000) 2,561,065 $ 3,458,925 See accompanying notes and accountants' review report -5- KR ITZ AN & D.F. STONE CONTRACTING, LTD. Statement of Cash Flows For the year ended December 31, 2009 Cash flows from operating activities Net Income Adjustment to reconcile net income to Net cash provided by operating activities: Changes in assets and liabilities Accounts receivable Costs and estimated earnings in excess of billings on contracts in progress Accounts payable Billings in excess of costs and estimated earnings on contracts in progress Payroll taxes payable Net cash provided by operating activities Cash flows from financing activities Distribution to stockholder Net cash used in financing activities Net increase in cash and cash equivalents Cash and cash equivalents- beginning of period Cash and cash equivalents- end of period $ 1,497,860 (1,077,508) 33,333 333,115 (8,531) 626 778,895 (600,000) (600,000) 178,895 607,103 $ 785,998 See accompanying notes and accountants' review report KREITZI AN & D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 31, 2009 Note 1 - Summary of Si.qnificant Accountinq Policies Nature of Business The Company, a New York subchapter S corporation, constructs residential and municipal infrastructures such as drainage, sewers and roadways. The work is performed under day hire and fixed prices contracts. All projects are located in New York. Income and Cost Recognition The Company reports earnings from fixed-price contracts by the percentage of completion method of accounting, determined by the ratio of costs incurred to date to the management's estimates of total anticipated costs. That method is used because management considers total cost to be the best available measure of progress on the contracts. Because of the inherent uncertainties in estimating costs, it is possible that the Company's estimates of costs and revenues may be revised prior to contract completion. Revisions in cost and profit estimates are reflected in the accounting period in which the facts that require the revisions become known. In addition, at the time a loss on a contract becomes known, the entire amount of the estimated loss is recognized in the accounts. The asset, "Costs and estimated earnings in excess of billing on contracts in progress," represents revenues recognized in excess of amounts billed. The liability, "Billings in excess of costs and estimated earnings on contracts in progress," represents billings in excess of revenues recognized. Accounts and Retainaqes Receivable Management believes that accounts receivable are fully collectible and that no allowance for uncollectible accounts is needed. Included as part of the accounts receivable is the retainage on completed and uncompleted contracts of $264,859 as of December 31,2009. See accompanying accountants' review report -7- ~(REITZMAN & KREITZMAN D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 31, 2009 Note I - Summary of Si.qnificant Accounting Policies (continued) Income Taxes The company, with the consent of its stockholder, has elected under the Internal Revenue Code to be an S corporation. In lieu of corporate income taxes, the stockholder of an S corporation is taxed on their proportionate share of the Company's taxable income. Therefore, no provision or liability for federal income taxes has been included in these financial statements. However, New York State has imposed a fixed dollar minimum tax on S corporations. New York State taxes are recognized as incurred. Use of Estimates Management uses estimates and assumptions in preparing financial statements. Those estimates and assumptions affect the reported amounts of assets and liabilities, the disclosure of contingent assets and liabilities and the reported revenues and expenses. Cash Equivalents For purpose of the statement of cash flows, the Company considers all highly- liquid debt instruments purchased with maturity of three months or less to be cash equivalents. Events Occurinq After Report Date The Company has evaluated events and transactions that occurred between January 1, 2010 and May 17, 2010, which is the date the financial statements were issued, for possible disclosure and recognition in the financial statements. See accompanying accountants' review report KRErI'ZMAN & KREI'IT.~AN D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 3'1, 2009 Note 2 - Costs and Estimated Earnings on Uncompleted Contracts Cost and estimated earnings on uncompleted contracts consist of the following: Costs incurred on uncompleted contracts Estimated earnings Total costs and estimated earnings Less billings to date $ 5,273,165 1,180,217 6,453,382 6,280,012 $ 173.370 Included in the accompanying balance sheets under the following captions: Costs and estimated earnings in excess of billings on contracts in progress Billings in excess of cost and estimated earnings on contracts in progress $ 186,854 13,484 Totals $ 173~370 Note 3 - Concentration of Risk The Company maintains its cash in a bank deposit account that at times, may exceed federally insured limits. The Company has not experienced any losses on this account. Management believes the Company is not exposed to any significant credit risk related to cash or short-term investments. Generally, the Company follows the practice of filing statutory liens on all construction projects where collection problems are anticipated. The liens serve as collateral for contracts receivable. See accompanying accountants' review report KREITZMAN & KREITZMAN D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 31, 2009 Note 4 - Investment - Land The Company made an investment in land on May 13, 2008. The investment consists of four lots, with each lot costing $125,000. The Company contributed $300,000, while another investor group contributed $200,000. The lots are located in a 75 home subdivision with a private golf club. The Company has a 50 % interest in the investment. Note 5 - Backlo,q The Company entered into contracts approximating $1,000,000 from January 1, 2010, through May 17, 2010. See accompanying accountants' review report -10- KRErI'ZMAN & KREITZMAN SUPPLEMENTARY SUPPORTING SCHEDULES KREIT~MAN ~ KF~EI'!rz~A~I D.F. STONE CONTRACTING, LTD. Supplementary Supporting Schedule Schedule I - Analysis of Summary of Revenues Earned For the year ended December 31, 2009 Revenues Cost of Earned Revenues Gross Profit $ 1,111,080 495,577 $ 1,606,657 Completed work Contracts in progress 7,563,387 $ 6,452,307 2,380,246 1,884,669 $ 9,943,633 $ 8,336,976 See accompanying notes and accountant's review repot[ -11- O.F. STONE CONTRACTING, LTD. Supplemental7 Supporting Schedule Schedule II. Analysis of Contracts in Progress For the year ended December 31. 2009 Actuar Actual Management Tota[ Total Bitlings Cost Esl Costs Estimated Gross For the period 1,360,909 1,124,917 235,992 879.176 725,507 153,669 186,085 2,579,241 2,163,983 425,258 1,062,184 795,869 266,315 183 132,986 109.596 23,390 434,230 359,406 74,824 13,301 4,655 3,887 769 769 6.680,037 $ 6~280,012 $5,273,165__ $ 188.68~5 $ 5461850 $1218187 $4073136 $3388.496 $684,640. $2380246 $1,884,669 $495577 $ 186.854 $ 13~484 -12- KREI'F'ZMAN & KRErI-ZMAN CERTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, LTD. Supplementary Supporting Schedule Schedule III - Analysis of Completed Contracts For the year ended December 31, 2009 *A For the period Prior to January % 2009 For the year ended December 31, 2009 Total Gross Gross Cost of Gross Contracts Costs Profits Earned Costs Profit Earned Construction Profit ,rood Park 102,328 83,214 19,114 102,328 83,214 19,114 · ?,,good UFSD 157,757 119,578 38,179 157,757 119,578 38,179 ~on Sewer 297,491 253,490 44.001 109,914 91,584 18,330 187,577 161,906 25,671 ;~auge UFS D 166,263 136,248 30,015 166,263 136,248 30,015 ~.vood Public Library 86,471 67,853 18,618 36,225 28,971 7,254 50,246 38,882 11,364 ;oor~ VA 273,200 230,084 43,116 273,200 230,084 43,116 ,~. # 6390 Recharge Basin 47,411 41,775 5,636 47,411 41,775 5,636 -of HempstaeQ 1,060,863 882,451 178,412 1,060,863 882,451 178,412 - cf Oyster Bay- Tobay 755,737 605,411 150,326 262,174 218953 43,221 493,563 386,458 107,105 ; of Riverhead 1,216,252 1,033,085 183,167 1,199,987 990,997 208,990 16,265 42,088 (25,823) ~ of Amityville 142,144 116,794 25,350 92,259 77,104 15,155 49,885 39,690 10,195 _~e of Poquctl 509,995 397,981 112,014 384,373 299,950 84,423 125,622 98,031 27,591 ~',.rements, Private & PlO Work 4,832,407 4,191,902 640,505 4,832,407 4,191,902 640,505 $ 9,648,319 $ 8,159,866 $ 1,488,453 $ 2t084,932 $ 1,707,559 $ 377,373 $ 7563367 $ 6,452,307 $ 1,111,080 ~ ~'.ccompanyin9 notes and accountanls' review report -13- KREIT'ZMAN & KREI'I-ZMAN CERTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, LTD. Supplementary Supporting Schedule Schedule IV - Analysis of General and Administrative Expenses For the year ended December 31, 2009 Insurance Rent expense Office expense Utilities Telephone Professional fees Bank charges State franchise tax Contributions Total operating expenses $ 23,192 38,814 3,415 8,211 5,425 5,750 16,865 6,000 1,125 $ 108j797 See accompanying notes and accountants' review report -14- KRBTZMAN & KREITZI~^N NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) EIN:0 ill CONTRACT HISTORY 3.0 List the ten most recent construction contracts the Business Entity has completed using Attachment A - Completed Construction Cuntxacts, found at http://www, osc.state.n¥.us/vandrep/documants/attachmantu.doc. If less than ten, include most recent subcontracts on projects up to that number. 3.1 List all current uncompleted construction contracts by using Attachment B - Uncompleted ConsU'uction Contracts, found at http://www.osc.stute.n¥.us/vendrep/documents/attachmentb.doc. IV. INTEGRITY - CONTRACT BIDDING WitMn the past five ($) years, has the Business Entity, an affiliate, or any predecessor company or entity: 4.0 Been suspended or debarred from any ~,overoment contracting process or been disqualified on any [] Yes government procurement? 4.1 Been subject to a denial or revocation of a govermnent prequalification? [] Yes ~"lqo 4.2 Had any bid rejected by a ~'overnment entity for lack of qualifications, responsibility or because of the [] Yes submission of an informal, non-responsive or incomplete bid? 4.3 Had a proposed subcontract rejected by a eovernment entity for lack of qualifications, responsibility or [] Ye~ [~"~o because of the submission of an informal, non-responsive or incomplete bid? 4.4 Had a low bid rejected on a government contract for failure to make good faith efforts on any Minority- [] Yes Owned Business Enterprise, Women-Owned Business Enterprise or Disadvantaged Business Enterprise goal or statutory affn-mative action requirements on a previously held contract? 4.5 Agreed to a voluntary exclusion fi-om bidding/contracting with a ~,ovemment entity? [] Yes 4.6 Initiated a request to withdraw a bid submitted to a government entity or made any claim of an error on a [] Yes bid submitted to a eovermnant entity? For each "Yes, "provide an explanation of the issue(s), the Business Entity involved, the relationship to the submitting Business Entity, the government entity involved, project(s), relevant dates, any remedial or corrective action(s) taken and the current status of theissue(s). Provideanswer(s)beloworattachadditionalsheetswithnumberedresponses. V. INTEGRITY - CONTRACT AWARD Within the past flve (5) years, has the Business Entity, an affiliate, or any predecessor company or entity: 5.0 Defaulted on or been suspended, cancelled or terminated for cause on any contract? [] Yes ~1~o 5.1 Been subject to an administrative~ or civil action seeking specific performance or restitution [] Yes (except any disputed work proceeding) or requiring the Business Entity to enter into a formal monitoring agreement in connection with any ~,overnment contract? 5.2 Had its surety called upon to complete any contract whether government or private sector? [] Yes For each "Yes, "provide an explanation of the issue(si, the Business Entity involved, the relationship to the submitting Business Enti~, the eovernment entitv/owners involved, project(s), contract number(s), relevant dates, any remedial or corrective action(s) takenandthecurrentstatusoftheissue(s). ?rovideanswer(s)beloworattachadditionalsheetswithnumberedresponses. Page 4 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) EIN:O VI. CERTIFICATIONS/LICENSES Within thepast five (5) years, has the Business Entity, an affiliate, or any predecessor company or entity: 6.0 Had a revocation or suspension of any business or professional permit and/or license? [] Yes ~ 6.1 Had a denial, decertification, revocation or forfeiture of New York State certification of Minority-Owned [] Yes [~'lqo Business Enterprise, Women-Owned Business Enterprise or a federal certification of Disadvantaged Business Enterprise status, for other than a change of ownership ? For each "Yes, "provide an explanation of the issue(s), the Business Entity involved, the relationship to the submitting flusiness Entity, the government entity involved, relevant dates, any remedial or corrective action(s) taken and the current status of the issue(s). Provide answer(s) below or attach additional sheets with numbered responses. VIL LEGAL PROCEEDINGS ~thin the past five (5) years, has the Business Entity, an aff~llat~, or any predecessor company or entity: 7.0 Been the subject of a erimk, aal investigation, whether open or closed, or an indictment for any business- [] Yes ~ related conduct constituting a crime under local, state or federal law? 7.1 Been the subject of: (i.) An indictment, grant of immunity, judgment or conviction (including entering into a plea bargain) [] Yes ~ for conduct constituting a crime; or (ii.) Any criminal investigation, felony indictment or conviction concerning the formation of, or any [] Yes ~ business association with, an allegedly false or fi'auduleet Minority-Owned Business Enterprise, Women-Owned Business Enterprise. or a Disadvantaged Business Enterprise? 7.2 Received any OSHA citation and Notification of Penalty containing a violation classified as serious or [] Yes ~ wi~l~? 7.3 Had a government entity find a willful prevailing wage or supplemental payment violation? [] Yes [~o 7.4 Had a New York State Labor Law violation deemed willful? [] Yes ~ 7.5 Entered into a consent order with the New York State Department of Environmental Conservation, or a [] Yes ~ federal state or local government enforcement determination involvin4 a violation of federal, state or local environmental laws? 7.6 Other than previously disclosed, been the Subject of any citations, notices, violation orders, pending [] Yes ~ administrative hearings or proceedings or determinations of a violation of: · Federal, state or local health laws, rules or regulations; · Federal, state or local environmental laws, roles or regulations; · Unemployment insurance or workers compensation coverage or claim requirements; · Any labor law or regulation, which was deemed willful; · Employee Retirement Income Security Act (ERISA); · Federal, state or local human rights laws; · Federal~ state or local security laws? For each "Yes, "provide an explanation of the issue(s), the Business Entitp involved the relationship to the submitting Business Entilv, the government entity involved, relevani dates, any remedial or corrective action(s) taken and the current status of the issue(s). Provide answer(s) below or attach additional sheets with numbered responses. Page 5 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) EIN: 0 V/II. LEADERSHIP INTEGRITY If the Business Entity is a Joint Venture Entity, answer "NZ4 - Not/Ipplicable" to questions in this section. Within the past.five (5) years has uny individual previously identified or any individual having the authority to sign, execute or approve bids, proposals, contracts or supporting documentation on behalf of the Business Entity with New York State been subject to: 8.0 A sanction imposed relative to any business or professional permit and/or license? I [] Yes ~"~o [] N/A 8.1 A criminal investieation, whether open or closed, or an indictment for any business-related conduct [] Yes constituting a crime under local, state or federal law? [] N/A 8.2 ' Misdemeanor or felony charge, indictment or conviction for: [] Yes (i.) Any business-related activity including but not linaited to fraud, coercion, extortion, bribe or bribe- [] N/A receiving, giving or accepting unlawful gratuities, immigration or tax fraud, racketeering, mall fraud, wire fraud, price-fixing or collusive bidding; or (ii.) Any crirae, whether or not business-related, the underlying conduct of which related to trnthfuiness, including but not limited to the filing of false documents or false sworn statements, perjury or larceny 8.3 A debarment fi.om any government contyacting process? [] Yes For each "Yes, "provide an explanation of the issue(s), the individual involved, the relationship to the submitting ~ the g~vernmententitFinv~lved~re~evantdates~anyremedia~rc~rrectiveacti~n(s~take~andthecurrentstatus~ftheissue(s~ Provide answer(s} below or attach additional sheets with numbered responses. IX. FINANCIAL AND ORGANIZATIONAL CAPACITY 9.0 Within the past five (5) years, has the Business Entity or any affiliate received any formal unsatisfactory ] [] Yes [~o performance assessment(s) f~om any ~ovemment entity on any contract? If Yes, p ovtde an explanatwn of the ~ssue(s), the Bustness Enttty tnvolved, the relattonshtp to the subm~lttng ]~usiness Entity, the ~overnment entity inv~lved, re~evant dates~ any rernedia~ ~r c~rrective acti~n(s~ taken and the current stat~s ~f the issue(s~. Provide answer below or attach additional sheets with numbered responses. 9.1 Within the past five (5) years, has the Business EntiW or any affiliate had uny liquidated damages assessed [ [] Yes ~ ever $25,000? If "Yes, "provide an explanation of the issue(s), the Business Entit~ involved, the relationship to the submitting Business Entity. relevant dates, the contractingparty involve~ the amount assessed and the c~rrent statu, r of the issue(s). Provide answer below or attach additional sheets with numbered responses. 9.2 Within the past five (5) years, has the Business Entity or any affiliate had any liens, claims or judgments I [] Yes ~ (not including UCC filings) over $25,000 flied against the Business Entity which remain undischarged or were unsatisfied for more than 90 days? If "Yes, "provide an explanation of the issue(s), the Business Entit~ involved, the relationship to the submitting Business Enti~_ re~evant dates~ the £ien h~lder ~r Claimartts~ name(s)~ the am~unt ~f the lien(s) and the current status ~f the igsue(s). Provide answer below or attach additional sheets with numbered responses. Page 6 of 8 September 22, 2009 EIN: 0 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) IX. FINANCIAL AND ORGANIZATIONAL CAPACITY 9.3 in the last seven (7) years, has the Business EntiO/or any affiliate ~nitiated or been the subject of any bankruptcy proceedings, whether or not closed, or is any bankruptcy proceeding pending? If "Yes, "provide the Business EntiW involved, the relationship to the submitting Business EntitF, the bankruptcy chapter number, the court name and the docket number. Indicate the current status of the proceedings as "Initiated" "Pending" or "Closed" Provide answer below or attach additional sheets with numbered responses. 9.4 What is the Business EntiW's Bonding Capacity? a. Single Project 5. C..~C)C) .C)OO b. Aggregate (Ail Projects) 9.5 List Business Entity's Gross Sales for the previous thi'ee (3) Fiscal Years: 1st Year (Indicate year ) i~OO 8' Gross Sales t{l:~. ~41.5~5 "" 9.6 2nd Year (indicate year) ~ Gross Sales (~, 4~ ~' 2-'"4',~ List Business Eutity's Average Backlog for the previous three (3) fiscal years: . 3rd Year (Indicate year ) 2C:::f.~Q~ Gross Sales I. '~q ~ .2~ (Estimated total value of uncompleted work on outstanding contracts) lst Year (Indicate year ) 2.OO~ . 2nd Year0ndicateyear) I 3rd Year (Indicate year ) ~ mount '4-.~OO.OoO~ Amount '~.~>qO,~o12-- Amount ~'.tOo.OOo-- 9.7 Attach Business Enfiht's annual financial statement and accompanying notes or complete Attachment C - Financial Information, found at http://www, osc.sta:te.n¥.us/vendrep/documents/~-aehmentc.xls X. FREEDOM OF INFORMATION LAW (FOIL) 10.0 Indicatewhetheranyinf~rmatiunpr~videdh~reinisbe~ievedt~beexempt~.~mdisc~sureunderthe [-]Yes [~o Freedom of Information Law (FOIL). Arote: ,4 determination of whether such information is exempt from FOIL will be made at the time of any request for disclosure under FOIL. Attach additional pages if necessary. Indicate the question number(s) and explain the basis for the claim. Page 7 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) EIN:0 Signature of Owner/Officer Printed Name of Signatory Certification The undersigned: (1) recognizes that this questionnaire is submitted for the express purpose of assisting New York State contracting entities in making responsibility determinations regarding an award of a contract or approval of a subcontract; (2) recognizes that the Office of the State Comptroller (OSC) will rely on information disclosed in the questionnaire in making responsibility determinations and in approving a contract or subcontract; (3) acknowledges that the New York State contracting entities and OSC may, in their discretion, by means which they may choose, verify the troth and accuracy of all statements made herein; and (4) acknowledges that intentional submission of false or misleading information may constitute a misdemeanor or felony under New York State Penal Law, may be punishable by a fine and/or imprisonment under Federal Law, and may result in a finding of non-responsibility, contract suspension or contract termination. The undersigned certifies that he/she: is knowledgeable about the submitting Business Entity's business and operations; · has read and understands all of the questions contained in the questionnaire; · has not altered the content of the questionnaire in any manner; · has reviewed and/or supplied full and complete responses to each question; · to the best of his/her knowledge, information and belief, confu'ms that the Business Entity's responses are true, accurate and complete, including ail attachments, if applicable; · understands that New York State will rely on the information disclosed in the questionnaire when entering into a contract with the Business Entity; and · is under obligation to update the information provided herein to include any material changes to the Business Entity's responses at the time of bid/proposal submission through the contract award notification, and may be required to update the information at the request of the New York State contracting entities or OSC prior to the award and/or approval ora contract, or during the term of the contract. Title Name of Business Address City, State, Zip Sworn to before me this 13"r- day of ~ PageSof8 IE~qNiF£R SPADARO , ~. NotarypublicStateofNewYofk :,~,,.~ No. 01SP5017514 ~i~ Oualified in Suffolk County Commission Exp~es Sept. 7 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNA/RE ATTACHMENT C - FINANCIAL INFORMATION Current Assets l. Cash 2. Accounts receivable - les~ allowance for doubtful accounts Retainers included in accounts receivable ASSETS EIN: As of Date: $ $ Claims included in accounts receivable not yet approved or in litigation Total Accounts Receivable 3. Notes receivable - due within one year 4. Inventory - materials 5. Contract costs in excess of billings on uncompleted contracts 6. Accrued income receivable Interest Other (list) Total Accrued Income Receivable 7. Deposits Bid and Plan Olher (list) Total Deposits 8. Prepaid Expenses Income Taxes Insurance Other (lis0 Total 9. Other Current Other 10. Current Assets $ $ $ $ $ $ $ $ $ $ .$ $ Page 1 of 4 September 22, 2009 11. Investmen~ 12. NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT C - FINANCIAL INFORMATION EIN: Listed securities-present market value Unlisted securities-present value Total Investments Fixed Assets Land Building and improvements Leasehold improvements · Machinery and equipment Automotive equipment Office furniture and fixtures Other (list) $ $ $ $ Total Less: Accumulated depreciation Total Fixed Assets - Net 13. Other Assets Loans receivable Officers Employees shareholders Cash surrender value of officers' I Notes receivable - due after~e year Other (list) / 14. Total Other~ets $ $ $ $ $ $ $ $ Page 2 of 4 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT C - FINANCIAL INFORMATION Current Liabilities 15. Accounts payable I6 a. Loans fi.om shareholders - due within one year 16 b. Other Loans - due within one year 17. Notes payable - due within one year 18. Mortgage payable - due within one year 19. Other payables ~ due within one year Other (list) Total Other Payables - due within one year 20. Billings in excess ofcosB and estimated earnings 21. Accrued expenses payable salaries and wages Payroll taxes Employees' benefits Insurance Other Total Accrued Expenses Payable 22. Di~iidends payable 23. Income taxes payable State Federal Other Total Income T~ LIABILITIES 24. Total 25. State $ $ $ $ $ $ $ $ $ $ $ $ taxes payab!e Total Defen'ed/acome Taxes Page 3 of 4 SePtember 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT C - FINANCIAL INFORMATION 26. Long Term Liabilities Loans from shareholders - due after one year Other Loans ~ due within one year Principle Interest Notes payable - due after one year Mortgage - due after one year Other payables - due a~er one year · Other (lis0 Total Long Term Liabilities 27. Other Liabilities Other (lis0 Total Other Liabilities 2g. TOTAL LIABILITIES $ $ EIN: 29. Net Worth (if proprietorship or 30. Stockholders' Equit,4,' Preferred stock issued ~ Retained earnings Total Less: Treasury s~ 3 I. TOTAL STOC~-tOLDERS' EQUITY 32. TO~/~BILI IrES AND STOCKHOLDERS' EQI~ITY NET WORTH $ $ Page 4 of 4 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) BUSINESS ENTITY INFORMATION Legal Business Name' EIN Address of the Principal Place of Business Phone Number Fax Number E-mail Website Authorized Contact for this Questionnaire Name Phone Number Fax Number Title ~mail Additional Business Entity Identities: If applicable, list any other DBA, Trade Name Former Name, Other Identity, or EIN used in the last five (5) years, the state or county where filed and the status (active or inactive). Type I Name EIN State or County where filed Status L BUS/NESS CHARACTERISTICS 1.0 Business Entity Type - Check appropriate box and provide additional information: a) [~orooration (including P~ Date of Incorporation I t~ I~ "~ b) [] Limited Liability Company Date Organized ([,LC or PLLC) c )l--] Limited Liability Parmership Date of Regislration d) [] Limited Partnership Date Established e) [] General Parmership Date Established County (if formed in NYS) f) [] Sole Proprietor How many years in business? g) [] Other Date Established I If Other, explain: · All underlined terms are defined in the "New York State Vendor Responsibility Definitions List," which can be found at http://www~usc.state, ny. us/vendrep/doeumants/definttiuns.pdf. Note: THESE TERMS MAY NOT HAVE THEIR ORDINARY, COMMON OR TRADITIONAL MEANINGS. Each vendor is strongly encouraged to read the respective definitions for any and all underlined terms. BY SUBMITTING THIS QUESTIONNAIRE, THE VENDOR AGREES TO BE BOUND BY THE TERMS AS DEFINED IN THE "NEW YORK STATE VENDOR RESPONSIBIX,ITY DEFINITIONS LIST" as it existed at the time of certification.. Page 1 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) EIN: 0 1. BUSINESS CHARACTERISTICS / 1.1 Was the Business Entit~ formed in New York State? I [~es [] No if"No" indicate jurisdiction where the Business Entit~ was formed: [] United States State [] Other Country 1.2 Is the Business Entity currently registered to do business in New York State? [~es [] No Not . Se ect Not Required if the Business Entttg ts a Sole Proprtetor or General Partnershtp [] Not Required lf"No" explain why the Business Entity is not required to be registered to do business in New York State: 1.3 Is the responding Business Entity a Joint Venture? Note: If the submitting Business Entity is a Joint [] Yes Venture, also submit a separate questionnaire for each Business Entity comprising the Joint Venture. 1.4 If the Business Entity's Principal Place of Business is not in New York State, does the Business Entity [] Yes [] No maintain an office in New York State? []~-'N/A (Select "N/A" if Principal Place of Business is in New York State.) lf"Yes," provide ~ address and telephone number for one office located in New York State. 1.5 Is the Business Entity a New York State certified Minority-Owned Business Enterprise, or Women-Owned [] Yes Business Entemrise. or New York State Small Business, or federally certified Disadvantaged Business Enterorise? If "Yes," check all that apply: [] New York State certified Minority-Owned Business Enterprise (MBE) [] New York State certified Women-Owned Business Enterprise (WBE) []~ew York State Small Business [] Federally certified Disadvantaged Business Enterprise (DBE) 1.6 Identify each person who is, or has been within the past five (5) years, a Business Entity Official or Principal Owner of 5.0% or more of the firm's shares, or one of the five largest shareholders or a director, an officer, a parmer or a proprietor. Joint Ventures: Provide information for all firms involved. (Attach add#ional pages if necessary.) Name Title Percentage Ownership Employment Status with (Enter 0% if not the Firm , applicable) [] Current [] Former [] Current [] Former Page 2 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) EIN: 0 II. AFFILIATE and JOINT VENTURE RELATIONSHIPS 2.0 Are there any other construction-related ffm'ns m wh ch, now or in the past fly& years, the submitting / [] Yes Business EntiW or any of the individuals listed in question 1.6 either owned or owns 5.0% er more &the shares of, or was or is one of the five largest shareholders or a director, officer, partner or proprietor of said other firm? Firm/Company Name Firm/Company EIN (If available) Firm]Company's Primary Business Activity Firm/Company Address Explain relationship with the firm and indicate percent ownership, if applicable (enter N/A, if not applicable): Are there any shareholders, directors, officers, owners, partners or proptietors that the submitting Business Entity I [] Yes [~o has in common with this finn? Individual's Name t Position/Title with Finn/Company I 2. I Does the Business EntiW have any construction-related affiliates not identified in the response to 2.0 [ [] Yes ~ above? Affiliate Name Affiliate E1N (If available) Affiliate's Primary Business Activity Affiliate Address Explain relationship with the affiliate and indicate percent ownership, if applicable (enter N/A, if not applicable): Are there any shareholders, directors, officers, owners, partners or proprietors that the submitting Business Entity ] [] Yes [~o has in common with this affiliate? Individual's Name Position/Title with Firm/Company 2.2AttachHaS theadditionalBUSiness Entitypages if necessary.participated in any construction Joint Ventures within the past three (3) years? I [] Yes ~ Joint Venture Name Joint Venture EIN (If available) I Identify parties to the Joint Ventm'e Page 3 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT A- COMPLETED CONSTRUCTION CONTRACTS. EIN: -355 5 5 Question 3.0: L' ' ' ~st the ten most recent construction contracts the Business Entity has completed, If less than ten, include most recent subcontracts on projects up to that number: 1. A~gncy/Owner /3, Ll./~ ~'~ ~l{~"~('& I:> ~ Award Date Amount Date Completed Con.ct Person Telephone No. D~igner Architect and/or D~ign Engineer Contract No. Prime or Sub Joint Venture (~ Name, if applicable ~ '~ I ~ ~ I~ ~ ... E~ of~, if applicable 2. Agency/O~er Award Date Amount ~ Date Completed Con.ct Person Telephone No. D~igner Architect and/or D~ign Engineer Contract No. Prime or Sub Joint Venture (~ Name, if applicable ~q~ -~ ~t~-- ~ E~ of~, if applicable 3. Agency/Owner Award Date Amount q~ ~ Date Completed Con.ct P~rson Telephone No. D'signer Architect and/or D~ign Engineer Contract No. Prime or Sub ' Joint Venture (~ Name, if applicable ~ E~ of ~, if applicable 4. Agency/Owner . ~ Award Date Amount Date Completed Con.ct Pe~on Telephone No. D~igner Architect and/or D~ign Engineer Contract No. Prime or Sub Joint Venire (~ Name, if applicable ~ ~1~- E~ of~, if applimble 5. Agency/Owner Award Date Amount Date Completed Conmet P¢rson Telephone No, [ D~gner ~r~itect and/or Design Engineer Contract No. Prime or Sub Joint Venture (~ Name, if applicable ~ ~_ ~ E~ of~, if applicable Page 1 of 2 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT A - COMPLETED CONSTRUCTION CONTRACTS Question 3.0: Lkt the ten most r~ccut ~oust~ctiou con~rac~ the Busings ~uti~ has ~ompleted. ~{~s than ten, include most recent subcontracts ou proje~ up to that number: 6. Agency/Owner Award Date Amount Date Completed Con~ct Person Telephone No. ~ D~igner Architect and/or Design Engineer Contract ~o, Prime or Sub Joint Venture (~ Nam~ if applicable ~ 1~ ~{~ ~-- ., E~ of ~f applicable 7. Agency/Owner Award DaSe Amount Date Completed Telephone No. g~igner Architect and/or D~ign Engineer ~outract No. Prime or Sub Joint Venture (~ amc{ ff applicable ~ ~O ~ ~l~ ~ ~ ~ EIN of~, if applicable 8. A~ency/Owner ~ Award Date Amount , ~ Date Comp eted Con.ct Person ' Telephone No. D~igner Architect and/or Design Engineer Contract No. Prime or Sub Joint Venture (~ Name, if applicable ~ ~%-~ ~1~' - E~ of ~, if applicable 9. Agency/Owner Award Date Amount Date Completed Con.et Person Te{ephoue No. D~igner Architect and/o~D~igu Contract No. P~me o~ Sub ~oint Venture (~ Name, if applicable ~O~' q ~ ~ ~g I~ ~ EIN of ~, if applicable 10. Agency/Owner Award Date Amount Date Completed Contact Per,on Telephone No. J Duigner Architect and/or Design Engineer Contract No, Prime or Sub Joint Vent~ Name, if applicable ~ ~1 ~ ~ E~ of ~, if applicable Page 2 of 2 . September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT B - UNCOMPLETED CONSTRUCTION CONTRACTS Question 3.1: List all current uncompleted construction contracts: 1. Agency/Owncr Con.ct ~rson 4 Telephone No~ ~ Designer Architect and/or D~ign Engineer Contract No. Prime or Sub ~oint Venture (~ Name, if ~pplica hie O ~l~q To~I Conffac$ Amoun~ Amount Sublet to others Uncompleted Amount 2. Agent/Owner Award Date Completion Date Telephone No. D~igner Architect and/or Design Engineer Contract No. Prime or Sub Joint Venture (~ Name~ if ~pplicnble ~ ~ E~ of~, if appliczble To~I Con.act Amount Amount Sublet to others Uncompletod Amount 3. Agency/Owner Award Date Co~oletion Date T~l~phonj No, J D~ign~r ~r~hit~t ind/or Besign Engineer Contract No. Prime or Sub Joint Venture (~ Name, if applicable Total Contract Amount Amount Sublet to others U~ompleted Amount 4. Agency/Owner Award Date Completion Date Contact Person Telephone No. Designer A~chitect and/or Design Engineer Contr~ No. Prim. or Sub Joint Venture (~ Nn Ime, if npplicable aP- ~2~.5~o ~ j ~ ~ E~ of ~, if applies bio To~l Conffa~ Amount Amount Sublet to others Uncompleted Amount Page I of 3 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT B - UNCOMPLETED CONSTRUCTION CONTRACTS EIN: I I --~'~ Question 3A: List all current uncompleted construction contracts: 5. Agency/Owner ~11~(...~-~f./bJT~ ~t.~t~T"lN~'t~t~ ~L4~_. ~--~C~ ~1~ AwardDate Com~letionDate Contsct Person · Z] ~lO~ I ]~1 I1~ Telephone No. Designer Architect and/or D~ign ~ngineer Contract No. I~-~ Prime or Sub ~ I~ ~' Joint Venture (~ Name, if applicable EIN of ~, if applicable To~l Con.act AmoUnt Amount Sublet to others Uncompleted Amount 6. Agency/~ner ~ Award Date Completion Date Con.ct Person Telephone No. D~isner Architect nn~/or D~i~n ~nsincer Conffact No. Prime or Sub Joint Venture (~ Name, if applicable ~ ~ I~- EIN of~, if applicable T0ml ConWaet Amount ~ Amount Sublet to others Uncompleted Amount 7. Agency/Owner Award Date Completion Da~e Contact Pe~on T~lephona No. D~igner Architect and/or D~sign Engineer Contract No. ~ Prime or Sub Joint Venture (~ Name, if applicable ~ I~ ~ E~ of ~, if applicable To~l Con.act Amount ] Amount Sublet to others Uncompleted Amount ~ 8. A~en~y/Owner , Award Date Completion Date Contact P~rso~ Telephone No. ~ D~igner Architect and/or Design Enginur C~a~r~t ~. ~ri~e ~r Sub ~i~t ~n~ur~ (~. ~ ff ~ppli~bl~ ~ EIN of~, if applicable To~l Con~a~ Amount ~ Amount Sublet to others Uncompleted Amount Page 2 of 3 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT B - UNCOMPLETED CONSTRUCTION CONTRACTS EIN: Question 3.1: List all current uncompleted construction contracts: 9. Agency/Owner Award Date Completion Date Contact Person Telephone No. Designer Architect and/or ~i~1=~. ~v~'-t" ~ L.~ tt~ Design Engineer Contract No. Prime or Sub Joint Venture (J~) Name, if applicable ""~ IIx~ ~ E~ of~, if applicable To~l Con.act Amount Amount Sublet to others Uncompleted Amount 10. Agency/Owner Award Date Completion Date Contact Telephone No. D~igner Architect and/or D~ign Engineer Con~ct Nm Prim~ or Sub Joint V~nture (~ Name, if applicable ~' I~ ~ I~ ~' E~ of~, i~applicable To~l~on~act Amount Amount Sublet to others Uncompleted Amount Grand TotalAllUncompleted Contracts $0,00 Page 3 of 3 September 22, 2009 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. / SUBMITTED BY: "L~. ¢ -C_~'IC)~L~ A Corporation ~ PRINCIPAL OFFICE: PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE ]. How m~y ye~s has yo~ organizatio~ b~n i. b~sin~ss under its present business name? 2. You normally perform what percent of the work with your own forces? List trades that yot~organization normally performs below: 3. Have you ever failed to complete any work awarded to you.~D'7. If so, note where and why. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your fu'm or its officers? If yes, please provide details. Qs-1 Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. Project Name List the major construction projects your organization has underway at this date: Name of: Engineer/ Owner Architect Contract Percent Scheduled Telephone # Telephone # Amount Complete Completion List five major projects you organization has completed in the past five years: Project Name Name of: Engineer/ Work Done Owner Architect Contract Date of With Own Fomes Telephone # Telephone# Amount Completion % of Work QS-2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Individual's Name Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 1 I. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? QS-3 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. STATE OF ~-1.5,'~ ~O1;2-1C- ) COUNTY OF ~ta ~ ~ ) ;,~. I.~. ~-'~ ?~ ~ ~ .--. ~-. being duly sworn deposes and says that he is the ~/~o.f .."~.i~. S'to~q ~ ~ ~ m~ontractor and that answers to ~/~re~ing questions and all stat~ents ~erein contained ~e tree and co~ect. Sworn to before me tbs day of ~10 co~sslon expiration ~ate: ~ [~ ~ PUBbC STa SUFFOLK ~U~ QS-4 VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. / FEDERAL EMPLOYEE ID #: OP. SOCL~ SECL~ATY #: DATE OF ORGANIZATION: 1F APPLICABLE: DATE FILED: STATE FILED: ~t.~ "~O~--~--- If a non-publicly owned Corporation: CORPORATION NAME: '~. LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE Ep: S: Proposal Package 3 of 11 ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: '~. ADDRESS: CONTACT: '~-)l LL TELEPHONE: ~if different - PURCHASE ORDER TO: ADDRESS~~,~ TELEPHONE: ~ FAX: CONTACT: '~ fAdifferent - YMENT TO: ADDRE S S ." S S"~'.' ',-,,, E-MAIL: TELEPHONE: CONTACT: E-MAIL: Proposal Package 4 of 11 VENDOR NAME: '~ .'~...~,"~*DP,,IL~., ~,,,yr'~_.n(_.'['-iI~. (..pl-/...~ ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED ~]/~ NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the parmers or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANC~ ~ Proposal Package 5 of 11 AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my fn'm for the f'mal decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other finn or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will he made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any finn or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my finn with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communicatioTtl consultation, discussion, agreement, collusion, act or other conduct inconsistent with ajay (If the~tatements and representations made in this affidavit. .T~e I~ onl~i~ih~g 11tis bid, under the penalties of perjury, affirms the troth thereof. '~ \~ iAI\ ~ ~J ~ SWORN TO BEFOREME THIS ~ignature' ~C'om~ny Po~ition~ Type Nam, & Company Position Company Name Au s¥ OlD Date Signed tL-3 56 Federal I.D. Number PFO I )osal Package 6 of 11 THE PROPOSAL FORM Decommissioning of the Southold Scavenger Waste Treatment Facility Southold BID NO. · VENDOR NAME: "~. ~"'. %'[C)i~.)l.~~ ~:)l"qT ~;~ f"~C_-'l" [P~. L.~T~. VENDOR ADDRESS: TELEPHONE NUMBER: ~l q2-4 2-'~ FAX: ~,51 q24-4¢ ' The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Proposal Package 7 of 11 TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Itemized Proposal for: ToWn of Southold LKMA Project No. 10038.000 ITEM DESCRIPTION OF iTEM ESTIMATEO UNIT UNIT PRICE BIE EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID I General Conditions and Mobilization t LS Dollars ~OCents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project-related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the ~onsfruction site, meet all of the general requirements sat forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful complation of the project. 2. Payment for this item will be made in three (3) peyments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon s6cond partial payment request, c. Twenty Five Percent (25%) upon successful completion and acceptance of the project, 2 Saw cut asphalt pavement - full depth 160 LF for '"~'[~. /LF Dollars I~Cents 1. Meesurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Sawcutting performeq as measured along the center of the saw cut as shown on the Contract Drawings and as approved by the Engineer, 2. AIl coats associated with lay(xJt, mobilization, hardware, all labor, materials, equipment and incldentels necessary to satiatactorily complete the work according to the plans, specifications and/or as directeq by the Engineer shall be included in the unit price bid fo~ this Item. 3 Removal of Treatment Building at Parcel I - Complete I LS for ~"~'~T.I~[~ ~S Dollars ~...~Cents 1. Measurement and Payment: TI~ Confractor shall receive the lump sum unit price to demolish the treatment building - complate as measured and shown on the Contract Drawings and approved by the Engineer. 2. AIl costs associated with mark-out, esrthwork, demolition, carting fess, satety equipment, all labor, materials, equipment and incidentals necessary to satistectodly complate the work according to the plans, specitications and/or as directed by the Engineer shall be included in the price bid for this Item, 3. All costs associated with the termination and the removal of the existing utilities, including but not limited to a removal of the all in-Vessel Treatment Equipment within the Treatment Building as per Prans, Specifications and/or as directed by the Engineer shall he included in the price bid for this item. Removal of Ail Treatment Structures 4 1 LS ..... on Parcel 1 1. M~surement and Paymenh The Coctractor sriall r~':.~iv~ the lump sum uclt price to Demolition of All Trestment Structures and Equipment on Parcel 1 as measu~d and shown on the Contract Drawings and approved by the Engineer. 2. AIl costs associated with mark-out, earthwork, demclition, carting fees, safety equipment, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall he included in the pdce bid for this Item. CONTINUED ON NEXT PAGE PROPOSALFORM TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Itemized Proposal for: Town of Southold LKMA Project No. 10038.000 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BIn EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Removal of Building at Parcel 2 - Complete I LS Dollars ~{0Cents 1. Measurement and Paymenh The Contractor shall receive the lump sum unlt price to Demolish the Building Parcel 2, both above grade greenhouse and all below grade ~oncrete and piping - complete as measured and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mark-out, earthwork, demctition, carting fees, safety equipment, all labor, materials, equipme~tt and incidentals n~cessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall he inciudeq in the price bid for this Item. 6 Site Demolition at Parcel 3 - Complete I LS Dollars ~) Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid pdce for to dernolish the Open Sludge Drying Beds - Parcel 3 area as shown on the Contract Dra~ngs and as approved by the Engineer. 2. All costs associated with the removals of the drying bed material down fo native soils, pedmater walls, access points, earthwork, all labor, materials, equipment and incidentals n~cessary to satistactodly comptste the work according fo the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. Demolition and Removal of Existing Pavamente- 7 Concrete and Asphalt t t ,050 SF OO for (~)~/..~ -- ~ "/SF ["-"" Dollars lb.)Cents 1. Measurement and Payrnent: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Pavements - Concrete and Asphalt pertorrned as specified, shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, sheds, curbing, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to saflsfacfodly remove the existing site features necessary to complete the proposed work according to the p~ans, specifications and/or as directed by the Engineer shall be included in the price bid for this item., 8 Removal and Disposal of Contaminated Soil 1,500 TON fo r '"l~'l~L:~ ~"101.~ --"--"/TON Dollars ~i~)Cents 1. Measurement and Payment: The Contractor shall receive the unit bid pdce for each Ton of unsuitable material removed and disposed of as shown on the Contract Drawings and as approved by the Engineer. The Contractor is required to provide weignt tickets from the disposal site as pert of payment. 2. All costs associated with handling, transportation, disposal, receipt of the tracking documents and waste manifestos, all labor, materials, equipment and ihcidentals necessary to satisfactorily completa the work according fo the plans, specifications and/or as dimnted by the Engineer shall be included in the unit price bid for this Itorn. CONTINUED ON NEXT PAGE PROPOSALFORM TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Itemized Proposal for: Town of Southold LKMA Project No. 10038.000 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BIn EXTENDED AMOUNT NO, (Fill in Unit Price Written in Words) QUANTITY BID 9 Soil Sampling and Analysis 20 EA ~O Dollars ~d:)Cents Measurement and Payment: The Contractor shall receive the unit bid price for each fast sample collected and tested as shown on the Contract Drawings and as approved by the Engineer. 10 Import Clean Fill 'I,500 CY for "l"~J I~11~' FIU{~ '-------'ICY ~-~'"~'~ ~'"'~, ~J~:~- Dollars I~ Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of Imported Clean Fill installed as specified, show~ on the Co~tract Drawings and as approved by the Engineer. 2. Use of this bid item will be determined and approved by the Engineer pdor to furnishing the material. The intent of this item is to provide granular matedal at select areas as indicated in the field by the Engineer. No payment will be made for clean granular fill mafarial delivere< to the site without prior notification by the Engineer. 3. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall he included in the unit price bid for this Item. 11 Site Grading Restoration 70,500 SF 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work aooording to the plans, specifications aed/o¢ as directed by the Engineer shall he included in the unit price bid for this Item. 12 6" Thick Topsoil and Hydrosaading 70,500 SF eo ~ Dollara Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6" Thick Topsoil and Hydroseeding performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL ~ $ 0'""~)'~, -- Numerically WRITFEN IN WORDS NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. PROPOSALFORM AUTHORIZED SIGNAT PRINT NAME ~_;I/...~..- ~12~ ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ~ ~f'---O 1( ~ ) ss.: 'On the I ~4~day of ~ LtOl[,E~-i" in the year 2010 before me, the Undersigned, personally appeared, I~ILL ~'1-~ fi~ , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capaeity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. ~q'OTARY PUBLIC (.J Proposal Package 11 of 11 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond BOND NO: N/A KNOW ALL MEN BY THESE PRESENTS , that we D.F. STONE CONTRACTING, LTD. 1230 STATION ROAD, MEDFORD, NY 11763 as Principal, hereinafter called the Principal and FIRST NATIONAL INSURANCE COMPANY OF AMERICA 1200 MACARTHUR BLVD. MAHWAH, NJ 07430 a corporation duly organized under the laws of the State of WASHINGTON as SURETY, hereinafter called the Surety, are held and firmly bound unto TOWN OFSOUTHOLD 53095 MAIN ROAD, P.O. BOX 1179, SOUTHOLD, N¥ 11971 as Obligee, hereinafter called the 0bligee, in the sum of FIVE PERCENT OF AMOUNT BID Dollars ($ 5% OF BID AMOUNT for the payment of which sum well and truly to be made, the said Principal and the said Sure, bind ourselves, our heirs,executors, administrators, successors and assfgns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for DECOMMISSIONING OF THE SOUTHOLD TOWN SCAVENGER WASTE TREATMENT FACILITY Signed and sealed this 12TH day of AUGUST 19 2010 (Witness) FRANK STRCICH, V.P. D.F. STONE CONTRACTING, LTD. (Witness) ,~[~/~rincipal) FIRST NATIONAL INS~ ) ~~_~Sur e t y) (Seal) GLENN GLUBIAK, ATTORNEY-IN-FACT (Seal) AEEorney-xn-zact AIA DOCUMENT A310 * BID BOND AIA ~ * FEBRUARY 1970 ED ,THE AMERICAN I N S T I T U T E O F--K RC H I T E CT S, 1735 N.Y., N.W., WA$~ltN~ION, D.C. 20006 ACKNOWLEDGMENT OF CONTRACTOR/PRINCIPAL IF A CORPORATION STATE OF NEW YORK ) SS.: COUNTY OF ~l.t I~'~:::L.g-- 2010 On the I ~41~ day of ~LIi~LL~']'- in the year , before me personally came '"~tl-t_. "'1- ~ ~ ~ to me ~o~, who berg by me duly sworn, did de~se and say that he resides in ~ ~ ~1 ~ , ~at he is ~e ~1~ '~of ~.~ ~ C~ ~CCI~,. ~ ,thcco~orafion d~cfibed ~ ~d which executed ~c above ina~mem; ~d ~at he signed his name ~ereto by authority of · e board of ~recto~ of said co.ration. LIC ACKNOWLEDGMENT OF SURETY STATE OF NEW YORK COUNTY OF SUFFOLK ) ) SS.: ) On the 12TH day of. AUGUST in the year2010, before mc personally came GLENN GLUBIAK to me known, who, being duly sworn, did depose and say that he resides at COMMACK, NEW YORK , that he the Attorney-In-Fact of FIRST NATIONAL INSURANCE COMPANY OF AMERICA the corporation described in and which executed the above inatmment; and that he signed his name thereto by ' of the board of directors of said corporation ~NNI~:ER SPA~RO ,. :"~7~,, ,,, Nota[y Public State of New Yorl ~"~ NO 01SP5017514 ~ Qualified in Suffolk County Commission [~iv.iv.iv.iv.i~o~P~ 1 pOTARY PUfiL1C First National Insurance Company of America ' Libertz.__ .. POWER lOOl 4~h ^vsnu. -/~'~_U t[la.i,. OF ATTORNEY Sun. ~700 Seattle, WA 98154 KNOW ALL BY TNESE PRESENTS; No. 10575 That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washingto~ corporation, does hereby appoint ***GLENN GLUBIAK; ROBERT MASTRANTONIO; PENNY ROCCO; JENNIFER SPADARO; Smithtown, New York*** its true and lawful attomey(s)-in-facl, with full authority to execute on behalf of Ihe company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA Ihereby as fully as if such instruments had been duly executed by ils regularly elected officers at its home office. IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this 2'1 st day of March 2009 Dexter R. Legg, Secreta~j Timothy A. Mikolajewskl, Vice President CERTIFICATE Exlract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. * FIDELITY AND SURETY BONDS ... the Pre~idenl, any Vice President, the Secretary, and any Assiotant Vice President appainted for that purpose by the officer in charge of surety operations, shall each have autboriiy fu appoint individuals as attorneys-in-fact or under other appropriate titles with authorily to execute on behalf of the company fidelity and surety bonds and other documents of similar characler Issued by the company in the ~ourse of its business.. On any instrument making or evidencing such appointment, the signatures may pa affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shati nol be necessary lo the validify of any such instrument or undertaking,' Extracl from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted Ju~y 28, 1970. "On any certificate executed by the Secrelary or an assistant secretary of the Company selting oul, (i) The provisions of Alliote V, Section 13 of the By-Laws, and (ii) A copy of the power-of-atlorney appointment, executed pursuant thereto, and (iii) Ce~fying Ihat said power-of-agomey appointmenl is in full force and effect, the signature of the certifying officer may be by facsimile, and Ihe seal of Ihe Company may be a facsimile thereof.' 1, Dexter R. Legg , Secrelary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify thai ~he foregoing extracts of the By-Laws and of a Resolution of lhe Board of Direclors of this corporalion, and of a Power of Altomey issued pursuant thereto, are true and correcl, and that bolh the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 12TH dayof AUGUST 2010 Dexter R. Legg, Secretary WEB PDF ASSETS ~. ~=~ ....... ~ r~~,~'~'~, .............. ~~o.~) ................. ~ ~,~l , ..~ ,. ~'~ ~m~"'~ .~:~ ~~ - , LIABILITIES, SURPt. US AND OI~IER FUND8 VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. / PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: //"/0~2..~"oO'~-.~ OR SOCIAL SECURITY #: DATE OF ORGANIZATION: //ffff'~.- IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: ~RPORATIONNAME: d/~,~,,4,.C~-~ ~",~'~. LIST PRINCIPAL STOCKHOLDERS: (5% o£outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 11 ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: ADDRESS: CONTACT: TELEPHONE: E-MAIL: al~a_~n ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: ADDRESS: TELEPHONE: CONTACT: FAX: E-MAIL: Proposal Package 4 of 11 VENDOR NAME: ~d/,~ ,z~,.~ ~"'~/~-. ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of thc certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of thc corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. Thc submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded thc bid [~ Insurance Certificate filed on DATE RANC~L D~ FAILURE TO PROVIDE SPECIFIED INSU IDDER. AUTHORIZED SIGNATURE Proposal Package 5 of 11 AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the f'mal decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this f'm-n, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any fh'm or person to submit a complementary bid. 5. My fu'm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other fu'm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any finn or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my fn'm with responsibilities relating to the preparation, approval or submission of my fmm's bid on this pt and have been advised by each of them that he or she has not participated in any unication, consultation, discussion, agreement, collusion, act or other conduct inconsistent y#//°~the/sl~t/ements and representations made in this affidavit. ~/l~[s bid,jlnder the penalties of perjury, affirms the troth thereof. Signature & Co.m)oany Position Type Name & Company Position Company Name Date Signed Federal I~D. Number - NOTARY PUBLIC' ALICIA AFFU80 Not,v/Public. Slate of New Yolk No. 01AF50432L~S Qualified in Suffolk County. / Oommission Expire~ May 8, 20~ Proposal Package 6 of 11 THE PROPOSAL FORM Decommissioning of the Southold Scavenger Waste Treatment Facility Southold BID NO. '/,~,~, o~z~ The undersigned bidder has carefully examined the Contract Documents and will provide ail necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum ~._/ Proposal Package 7 of 11 TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Itemized Proposal for: Town of Southold LKMA Project No. 10038.000 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID I for'f~J/ 0~/~ '~'~'l'v'</.Gonorel D ° II a r s ~/V~t~ J~C°nditi°ns and Mobilization,4~/,~,,f~/LS, t LS 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project*related expenses, insurances, bonding, labor, materials, equipment, and inddeofals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in three (3) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 ,aw cut asphalt pavament - full depth 160 LF for ¢~ X ~' /LF Dollars 1. ~$urement and ~a~ent: The Contractor sndll recoi~ the unit hid price for eeeh Ith~r ~:~ot of 8~wcutfing pedormeq as measured along the center of the saw cut as shown on the Contract Drawings and as approved by the Engineen 2. All costs associated with layout, mobilization, hardware, all labor, materials, equipment and incidentals eacessary to satisfactorily complete the work a~cording to the plans, specifications and/or as directed by the Engineer shall be included in the unit p6co bid fo~ this Item. 3 ~emova, of Treatrcent Build,ng at Parcel 1 - Complete I LS [ Dollars ,"~'ent s 1. Measurement and Payment: Tlffa Contractor shall receive the lump sum unit price to demolish the treatment bollding - complete as measured and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mark-out, earthwork, demolition, carting fees, safety equipment, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall he included in the price bid for this Item. 3. All ~o~ts associated with the termination and the removal of the existing utilities, including but not limited to a removal of the all in-Vessat Treatment Equipment within the Treatment Building as per Plans, Specifications and/or as directed by the Engineer shall he included in the price bid for this item. Removal of All Treatment Structures Dollafrs /l~ O/Cents 1. Measurement and Payment: ~e Contracfor shall receive the lurnp sum unit price to Demolition of AIl Treatment Structures and Equipment on Parcel I as measured and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mark-oct, earthwork, demolition, carting fees, safety equipment, all labor, materials, equipment and incidentals necessary to setisfacfodly complete the work according to the plans, specifications and/or as directed by the Engineer shall he included in the price bid for this Item. CONTINUED ON NEXT PAGE PROPOSALFORNI TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Itemized Proposal for: Town of Southold LKMA Project No. 10038.000 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BIn EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Removal of ~uilding~a~Parce, 2 - C~mplete I LS Dollars Cents 1. Measurement aed Payment: The Contractor shall receive the lurnp sum unit price to Demolish the Building Parcel 2, both above grade gree~bouse and all below grade concrete and piping - complete as measured and shown on the Contract Drawings and approved by the Engineer. 2, All costs assodated with mark-out, earthwork, demo;ition, carting fees, safety equipment, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, spe~ficabons and/or as directed by the Engineer shall he included in the price bid for this Item. 6 Site Demolition at Parcel 3 - Complete I LS ~' . ~ ~ . 1. Measurement and Payment: Tbe Contracto~ shal[receiva the lump sum bid prico for to demolish the Open Sludge Drying Beds - Parce 3 area as shown on the Contract Drawings end as approved by the Engineer. 2. All costs associated with the removals of the drying bed material down to native soils, perimeter wa~ls, access points, earthwork, labor, materials, equipment an<] incldentels neoessary to satisfactorily complete the work ecco~ing to the plans, specifications and/or as directed by the Engineer she# he incluried in the unit price bid for this item. ? Demolition for '~('oandc°ncreteRem°valand ,Asr~dhalt ~"°f t'~j~Existing PavementS-lSF 11,050 SF ~r ~' (-,,~ ~/"/~'''~-~ ~ "'" Dollars Cerfts 1. Measurement and Payment: Tbe Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Pavements - Concrete and Asphalt ben'on-ned as specified, shown on the Contract Drawings and approved by the Engineer. 2. All costs associeteq with demolition of pavement, sheds, curbing, miscellaneous demolition, removals, disposet fees, all labor, materiais, equipment and incidentals necessary to safisfactedly remove the existing site features necessary to complete the proposed wori according to the plans, specifications and/or as directed by the Engineer shall he included in the price bid for this Item. Removal and Disposal of Contaminated Soil 1,500 TON ~ for~ /TON Dotlars ..,.Cents 1. Measurement and Payment: Th~ Contractor shall receive the unit bid price for each Ton of unsuitable material removed and disposed as shown on the Contract Drawings and as approved by the Engineer. The Contractor is required to provide weight tickets f~om the disposal site as part of payment. 2. All costs associated with handling, transportation, disposal, receipt of the tracking documents and v,,aste manitsetos, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in tt~ unit pdce bid for this item. CONTINUED ON NEXT PAGE PROPOSALFORM TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Itemized Proposal for: Town of Southold LKMA Projec~ No, 10038,000 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BII~ EXTENDED AMOUNT NO. (Fill In Unit Price Written in Words) ~, QUANTITY BID Dollars Measurement and Payment: The Contractor shall re~elve the unit bid price for each test sample collected end tested as shown on the Contract Drawings and aa approved by the Engineer. 10 for "~// Dollarslmp°rt Clean FIIl~c~ents ICY 1,$00 CY ~ 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of Imperted Clean Fill installed as specified, shown on the Contract Drawings and as approved by the Engineer, 2. Use of this bid item will be determined and approved by the Engineer prior to furnishing the material 'l~e intent of this item is to provide granular material at select areas as indicated in the field by the Engineer. No payment will be made for clean granular fill material delivers< to the site without pdor notification by the Engineer, 3. All costs associated with layout, earthwork, compaction, all labor, matehala, equipment and incidente!s necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 11 Site Grading Restoration 70,500 SF 3~'- 1. Measurement and Payment: The Contractor shall receive the unit bid pnde for each square foot of Site Grading Resforstiea parformeq as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, matehels, equipment and incidentals necessary to satisfactorily complete the work according to the plans, spacificafieas and/or as directed by the Engineer shall be included in the unit price bid for this Item. Dollars Cerits 1. Measurement and Payment: The Contractor shall receive the unit bid pdce for each square foot of 6" Thick Topsoil and Hydroseading performed as specified, shown on the Contract Drawings and as approved by the Engineer, 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidente!s necessary to satistectehly complete the work aooording to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. Dollars //~Cents Numerically / WRITTEN IN WORDS NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. PROPOSALFORM Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the troth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: ~7" ~t~/~ ~ ACorporation~ A Partnership or Entity FIRM NAME:/g~t'r~,~'o°~O ...~-~t~ An Individual PRINCIPAL OF]]ICI~: PRINCIPAL OFFICERS: BACKGROUND TITLE NAME -- ADDRESS , j · PROFESSION/TRADE 1. How many years has your organization been in business under its present business name? ~"~Ot~ 2. You normally perform what percent of the work with your own forces? __ List trades that you organization normally performs below: ~% / 3. Have you ever failed to complete any work awarded to you? ?~'~0. If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits peCding or ontstanding against your firm or its officers? If yes, please provide details. Qs-1 5. Has your firm requested arbitration or filed any lawsuits with regard.~o construction contracts within the last five years? If yes, please provide details. Nd) 6. List the major construction projects your organization has underway at this date: Project Name Name of: Engineer/ Owner Architect Contract Percent Scheduled Telephone # Telephone # Amount Complete Completion T]Ba/~'l'~ .~o~, do 7. List five major projects you organization has completed in the past five years: Project Name Name of: Engineer/ Owner Architect Telephone # Telephone# Work Done Contract Date of With Own Fomes Amount Completion % of Work s-o~ ooo ~'/03~ bg~oo ?/to Qs-2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Individual's Name Present Position Years of Of Office Experience ~>r'es~'den ~c .a ~ Type of Work For Which In What Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? ~/~'~ 10. Bank References: 11. Trade Association Membership: kon5 ~$1ar~d ~e~n ~.¥c,,c41.'~ ;'!l~r~u · . 12. Has your finn ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? /X/tY QS-3 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidd~ a~d may ~;esult in rejection of the Bidder's Proposal. STATE OF d ~ ) COUNTY OF ~'U ~'t~/~' ) ~"~/~ /~tq'd~,~/~.~.5' being duly swom deposes ~d says that he is the ~t'~ of ~ ~W~ contmctor~dthat answ~m t~ foregoing questions and all s~dt~ts therein contained ~e tree ~d co~ect. (Si~at~e of person who si~ed bid) Swom to before me this / 7 day of /~, 2010 Commission Expiration Date: ..4~/ff/2/ ALICIA AFFUSO Notary Public, State of New York No. 01AF5043228 Qualified in Suffolk County Commission Expires May 8, Qs-4 AUTHORIZED SIGNATURE.~~ r ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF &te',~{~ .) ss.: On th~ J0a~'~'-day of j~4t~t~7~ in the year 2010 before me, the undersigned, personally appeared, _~. ~O.~U~_ d4~ _~..~ddf ~, personally known to me or proved to me on the basis of satisfactory evfder~ce to be be individual(s)"whose name(~yis (a~-subseribed to the within instrument and acknowledged to me that he/sla~d~ executed the same in his/he, tdll~ eapaeity(iag), and that by hi~ignamre(~n the instrument, the individualOr),", or the person upon behalf of which the individualO/facted, executed the instrument. ~I~)TARY PUBLI~C /J //~ ALICIA AFFUSO Notary Public, State of New York No. 01AF50432L~ Qualified in Suffolk County I ] Commission Expires May 8, 20~ Proposal Package 11 of 11 TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY CONSTRUCTION SPECIFICATION GREENPORT, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK LKMA Project No: 10038.0000 Prepared For: TOWN OF SOUTHOLD 53095 Route 25 P.O. Box 1179 Southold, N.Y. 11971 Prepared By: L.K. McLEAN ASSOCIATES, P.C. Consulting Engineers 437 South Country Road Brookhaven, New York 11719 (631) 286-8668 UTICA MUTUAL INSURANCE COMPANY BID BO:ND KNOW ALL MEN BY THESE PRESENTS, that we BIMASCO, INC. 735 OLD WlLLETS PATH HAUPPAUGUE, NY 11788, as Principal, hereinafter called the Principal and UTICA MUTUAL INSURANCE COMI'ANY 180 GENESEE STREET NEW HARTFORD, NY 13413, a corporation duly organized under the laws of the State of NEW YORK, hereinafter called the Surety, are held and firmly bound unto TOWN OF SOUTHOLD ~53095 M.MN ROAD SOUTHOLD, NY 11971 , as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT OF THE. AMOUNT BID Dollars (5%) for the payment of which sum well and truly to be made, the said Principal and the said Surety bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the principal has submitted a bid for DECOMMISSIONING OF THE SOUTHOLD TOWN SCAVENGER WASTE TREATMENT FACILITY NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may be in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 16TM day of AUGUST, 2010. · - ~/ (Wit~ess) (Wimess) UTICA MUTUAL INSURANCE COMlOANY By: GARY M~q~dSS~ey-in-fact SURETY ACKNOWLEDGMENT t STATE OF NEW YORK On th~s J(j~ day of ~'l.~l't'~ the year 20 ~ , before me personally camff~.~ ~o(~'i~r::~J to me known, who being by me duly swo n, d~d depose and stay that h~ relB~'es ir0/~ ~l.vthat he is the attorney-in-fact oft.~t"'~l~l ~,Tz:l~ ~.~ corporation described in and which executed the above instrument; that he know~ the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. NOTARY PUBLIC STAMP ROBERT G. TYNAN Notary Public, State of New Yore No. 30-4046970 Qualified in Nassau County/I ' Commission Expires May 30, 20 /~ .. NOTARY PUBLIC INDIVIDUAL- PRINCIPA£ · STATE OF COUNTY OF SS: On this __ day of , 20 and duly acknowledged to me that , before me, the undersigned personally came and appeared to me personally known and known to me to be the individual described in and who executed the foregoing instrument executed the same, TARY PUBLIC STAMP NOTARY PUBLIC CORPORATION- PRINCIPAL STATEOF ~Y ~ .~ /; ~ ~ SS: On this//~day of ~ 20/~ before me ~m~~ to me kno~, who, being by me duly sworn, did de~se and say that he res~es at ~~ ~ ~~ ~ t~a[ he is ~~ of ~(~ t~, -- ~rpo~tion described in and which executed the foregoing in~n~ci~l; that he kno~ the seal of said~rporation; that the seal a~xed to said ins~ument is su~ ~rpo~te seal; that it so a~x~ by o~er of the Boa~ of Directors of said corpo~tion, and that he signed his name thereto by like order. NOTARY PUBLIC STAMP AUCIA AFFUSO Notary Public, State of New York No. 01AF50432~8 Qualified in Suffolk County, I Commission Expires May 8, 20./.L. PARTNERSHIP - PRINCIPAL STATE OF COUNTY OF NOTARY PUBLIC SS: On this day of ,20 , before me personally came known, and known to me to be a member of the firm of he executed the same for the uses and purposes therein mentioned. to me personally and he duly acknowledged to me that NOTARY PUBLIC STAMP NOTARY PUBLIC THE FACE O~ THIS DOCUMENT HAS A BLUE BACKGROUND - NOT A WHITE BACKGROUNb THE BACK OF THIS DOCUMENTO UTICA MUTUAL INSURANCE COMPANY NEW HARfFORD. NEW YORK EXPIRATION DATE December 31, 20lO POWER OF ATTORNEY Know all men by these Presents; the UTICA MUTUAL INSURANCE COMPANY, as a New York Corporalion, having its principal office in the Town' of New Hartford, County of Oneida. Statte of New York, does hereby make, constitute and appoint Milena Dini. Richard G~arini. Gary Morrlssey, HaryAnn Mendez. all of Garden City, New York its true and lawful Attorney(s):imfact.in their separate capacity f more than one s named above to make, exeCtite, sign, seal and delivery I~or and on its behalf as suret~ and as its act and deed (without power of rede[egefion) arty and all bonds and undertakings and other writings obligatory in the nature thereof (except bonds guaranteeing ~he payment The execuflob of such bonds and'undertakings shall be as binding uoon said UTICA MUTUAL INSURANCE COMPANY as: fully and to all intents and purposes as if the' Same had been duly executed and acknowledged bY its regularly:elected officers and its Home Office in New Hartford, New York~ Thi~:Power of Attorney is granted under and by authority of the following resolution adopted by the Directem of the UTICA MUTUAL INSURANCE COMPANY on the 27th day of November, 1961. "Resolved, ~t the President of any Vice-President, in conjunction With the Secmts~y crony Assistant Secretary~ be and they are hereby autEorJZed and &mpowered ta appo nt Attorneys- n-fact of tE~ Company, in its name and as its acts, to execute and acknowledge':tor and on its behalf as St~retyany and alt bonds, recognizances, contracts of l~temnity and ail other writings obligatory id tee natore:therebf, with p~)wer tt~ attach thereto the seal of tee Company Any such wdt ng$ so executed by such Attorneys- n.fact sha bo binding upon the C0mpa~Y a~ if trey bed been du y acknow edged by.the regularly e ected Off cers of the Company n their own proper person~ "NO Therefore. the signatures of such officers and tee seal of tee Company m~y be affixed te a~y ~ucli: Power of Attorney by a facsimile, and arty such: Power of Attorney beaHm3 such facsimile slgnature~ or seal shall be valid and binding upon tee C0mp~ny." In Witness Whereof, the UTICA MUTUAL INSURANCE COMPANY has caused these presents to be signed by its: Authorized Officers, this 26th day of August, 2005. Secretary STATE.OF :NEW YORK ~ ss: COUNTY OF ONEIDA UTICA MUTUAL INSURANCE COMPANY Vic~esident On:thi~ ~6th day of August, 2005, before me, a Notary Pubtic in and for the State of New York, persoeatly.:came DANIEL' D; DALY and GEORGE P. WARDLEY to me known, whO: acknowledged execution of the preceding in~rument and, being by :me duly sworn, do depose and say, thai they are vi~:e P~esident and Secretary r~s~ctiv~ly:Of ~lCA MUTUAL INSURANCE COMPANY; and that the seal affixed to said instrument is the corporate seal of UTICA.MUTUAL INSURANCE:COMPANY; and that the said corporate seal is affixed and their S~grratures subscribed to said instrument by authority and order of the Board of Directors of said Corporation. In TesErnony Whereof, I have hereunto set my hand at New Hartford, New York, the day and year first above writ~n. 1914 Notary Public STATE OF NEW YORK COUNTY OF ONEIDA J~ ss: I, Georqe P~ Wardle¥, , , Secretary of the Utica Mutual Insurance Compariy do :hereby certify that the foregoing Power of Attorney executed by said Utica Mutual InSurance Company :and the above- ~.. quoted Resolutions of the Board of Directors adopted November 27, 1961 are still in full force and effect~ In Witness Whereof, I have hereunto s Seal of the said:Corporation at New 'Hartford, New York, this I[O~ day 20lC_. _ Secretar~ m Z 3: m O C Z 0 ::IOV-I ::IH1/~::IIA 01 :I1DNV .kY Q-IOH - )IEIVINM:qlVM -IVlOIdlIMV NV SNIVlNO0 IN31NRDOQ SIH1 dO )IDYLl 3H1 (]NI*iO~ -2 Ed. 1/01 UTICA MUTUAL INSURANCE COMPANY FINANCIAL STATEMENT AS OF DECEMBER 31, 2009 ASSETS U.S Governmental Direct Guaranteed Bonds $ 39,125,094 All Olher Bonds 1,525,018,051 Stocks 223,015,6 t4 Mortgages 0 Cash and Short-'form Investments 69,555,740 Equities & Deposits in Pools and Associations 5,420,622 Premiums in Course of Collection 140,166,590 Interesl Due and Accrued 18,243,26B Other Admitted Assets 208,648.475 Total Admitted Assets $ 2,229,193,454 LIABILITIES AND SURPLUS Resen,'e tot all Losses Unearned Premiums Reserve for Claim Expenses Dividends Taxes Accrued Federal Income Tax Amounts Withheld on Accounl of Others Provision for Reinsurance Miscellaneous Accoonts Payable Total Liabilities $ 807,630, t48 262,89B,280 305,494,827 10,966,609 4,065,675 0 11,35B~462 22,085,235 84,t95,020 $'1,508,692,256 Surplus Funds Dividend Reserve General Voluntary Reserve Special Contingent Surplus Divisible SurpLus Surplus es Regards Policyholders Total 4,559,06B 1,500,000 1,700,000 712,742,131 720,501,t99 2,229, t93,454 STATE OF NEW YORK COUNTY OF ONEIDA ss: Brian P. Lytwynec, President & COO of the UTICA MUTUAL INSURANCE COMPANY, New Hartford, New York, being duly ~)ern, says that he is the above described officer of said Corporation, and that on the 31st day of December, 2009, all of the ts shown above were the absolute property of the said Corporation, free and clear from alt liens or claims thereon except as above stated, and that the foregoing statement is a full and true exhibit of all assets and liabilities of the said Corporation at the close of business December 31, 2009, according to the best of his knowledge, information and belief Subscribed and sworn to before me the 12th day of March, 2010 Notary Public in the State of New York Appointed in Oneida County My Commission Expires April 30, 2010 Attest President & COO Secretary 8-B-50 Ed 03-2010 TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY CONSTRUCTION SPECIFICATION GREENPORT, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK LKMA Project No: 10038.0000 , 'OIIFORMEO COPY Prepared For: TOWN OF SOUTHOLD 53095 Route 25 P.O. Box 1179 Southold, N.Y. 11971 Prepared By: L.K. McLEAN ASSOCIATES, P.C. Consulting Engineers 437 South Country Road Brookhaven, New York 11719 (631) 286-8668 TABLE OF CONTENTS TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Title Page Table of Contents Invitation to Bid Instructions to Bidders NYS Wage Rates Standard Insurance Requirements General Conditions Conditions of Contract Proposal Form Package Qualification of Bidders Contract Agreement Specifications Site Photo Sheets Appendix A Appendix B Contract Drawings (Separate) IB-1 thru IB-6 SIR 1 thru SIR 3 GC-1 thru GC-12 CC-1 thru CC-18 Proposal Form Package Pages 1 thru QS-1 thru QS-4 A-1 thru A-3 Division 1 and Division 2 Phase II Environmental Site Assessment NYSDEC TAGM# 4046 Reg. Plan Sheets 1 thru 30 TOWN OF SOUTHOLD 53095 ROUTE 25, P.O. BOX 1179, SOUTHOLD, NEW YORK 11971 PHONE: 631-765-1800/FAX: 631-765-6145 INVITATION TO BID NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: BID NAME: "DECOMMISSIONING OF THE SOUTHOLD TOWN SCAVENGER WASTE TREATMENT FACILITY" Definite specifications may be obtained at the Southold Town Clerk's Office beginning July 22, 2010. PLACE OF OPENING: DATE OF OPENING: TIME OF OPENING: TOWN OF SOUTHOLD August 19, 2010 10:00 AM TOWN CLERKS OFFICE 53095 MAIN ROAD SOUTHOLD, NY 11971 CONTACT PERSON: JAMES RICHTER R.A., TOWN ENGINEER, 631-765-1560 TECHNICAL QUESTIONS: CHRISTOPHER F. DWYER, LKMA, 631-286-8668 (x245) VENDORS MUST SUBMIT BID IN SEALED ENVELOPE. PLEASE PRINT ON THE FACE OF ENVELOPE: 1) NAME & ADDRESS OF BIDDER 2) BID NAME BID MUST BE ACCOMPANIED BY A 5 % BID SECURITY. It is the bidder's responsibility to read the attached Bid Specifications, Instructions to Bidders, and General Conditions, which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and make a copy of the bid document for your records. A non-refundable fee of $25.00 will be charged for plans and specifications. Payment can be made by either money order, cash or business check (payable to the Town of Southold). A non-mandatory pre-bidder's conference will be held at 10:00 AM on August 5, 2010 at the Southold Scavenger Waste Treatment Facility in Greenport (Moore's Lane). The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. INSTRUCTIONS TO BIDDERS INDEX 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. Receipt and Opening of Bids Form, Preparation and Presentation of Proposal Bid Security Qualifications of Bidders Rejection of Bids Bidders Responsibility Construction Terms and Conditions Security for Faithful Performance Bid Reservations Non-Collusive Statement Addenda and interpretations Method of Award Single Price Bid Analysis Municipal Exempt Status Labor Law Wage Rates insurance Required by the Town of Southold Quantities lB - 1 INSTRUCTIONS TO BIDDERS 1. RECEIPT AND OPENING OF BIDS The Town of Southold invites bids on the forms herein provided for the Decommissioning of the Southold Scavenger Waste Treatment Facility in Greenport, New York. Sealed bids shall be received by the office of the Southold Town Clerk, 53095 Route 25 Southold, New York 11971, no later than 10:00 AM prevailing time on Thursday August 19, 2010 at which time they will be opened and publicly read aloud. All bids received atter the time stated for the opening in the Notice to Bidders may not be considered and will be returned unopened to the bidder. The bidder assumes the risk of any delay in the mail or in the handling of the mail by employees of the Town. Whether sent by mail or by means of personal delivery, the bidder assumes responsibility for having his bid deposited on time at the place specified. Faxed bids will not be accepted. 2. FORM, PREPARATION AND PRESENTATION OF PROPOSAL The Proposal Form as issued by the Town shall be completely filled in, in black ink or typed on the original bid form. No photocopies will be accepted. All blank spaces for bid prices must be filled in, in both words and figures, with a total or gross sum for which the bid is made. All lines must have an indication of the bidder's response whether it be "0", "N/A", "No Charge", or a dollar figure. All lines must be filled in to indicate bidder's acknowledgement of the request. Bids that do not have all applicable lines filled in on the bid proposal form may be disqualified as a non-responsive bid. We cannot assume there is "no charge" when lines are left empty. Bids that contain any omission, erasure, alteration, addition or items not called for in the itemized bid form or that contain irregularities of any kind will not be accepted. In case of discrepancy between the unit price and total amount bid for any item, the unit price, as expressed in words, shall govern. The following two items will automatically render a bid unacceptable to the Town of Southold: a. Failure to sign bid proposal page. b. Failure to include necessary bid security deposit (as required). It shall be fully understood that any deviations fi.om the inclusion of the above items will be grounds to see the bid as non-compliant and will not be considered for award. 3. BID SECURITY (a) The Bid must be accompanied by a certified check on a solvent bank or trust company with its principal place of business in New York State, or an acceptable bid bond, in an amount equal to not less than five pement (5%) of the total amount bid, made payable to the Town of Southold (herein identified as Owner), as assurance that the bid is made in good faith. The certified checks or hid bonds of unsuccessful bidders will be returned after execution of the Contract between the Owner and the successful bidder; the ce~fied check or bid bond of the successful bidder will be retained until filing and approval of the Performance Bond and until the completion of ten pement (10%) of the work under the Contract. (b) The successful bidder, upon his failure or refusal to execute and deliver the Contract and IB - 2 INSTRUCTIONS TO BIDDERS bonds required within ten (10) days after the date of notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security he deposited with his bid. 4. QUALIFICATIONS OF BIDDERS (a) Forms for qualifications of bidders, giving evidence of sufficient facilities, equipment, experience and financial ability to insure completion of the work are provided with the bid specification package, and shall be filled out by the contractor and returned with the bid submission. (b) Information contained in any statement of financial ability shall be not more than thirty days old at the time of submission. (c) The Town reserves the right to make such investigation as it may deem necessary or advisable to determine any bidder's ability to do the work, and the bidder shall furnish to the Town, on request, all data and information pertinent thereto. The Town reserves the right to reject any bid if such investigation fails to satisfy the Town that the bidder is fully qualified to do the work. Financial instability of a bidder may be cause for non-award. 5. REJECTION OF BIDS (a) The TOWN BOARD reserves the fight to reject any bid if the evidence submitted in the qualifications statement or an investigation of such bidder fails to satisfy the TOWN BOARD that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. Conditional bids will be considered informal and will be rejected. (b) The TOWN BOARD reserves the right to reject any and all bids, in whole or in part, to waive any informality in any or all bids, and to accept the bid or part thereof which it deems most favorable to the Town after all bids have been examined and/or checked. 6. BIDDERS RESPONSIBILITY (a) Bidders are cautioned not to submit bids until after having inspected the site of the proposed improvement and having made themselves familiar with local conditions. The attention of persons intending to submit bids is specifically called to the paragraph of the Contract which debars a Contractor from pleading misunderstanding or deception because of estimates or quantities, character, location or other conditions surrounding the same. Special attention is called to the notes on the Plans or in the itemized form of bid, which are made a part of this Contract, which may alter or revise the Specifications for the particular contract. 0o) No representation is made as to the existence or nonexistence of groundwater, which may in any way impede the work, proposed to be accomplished. Each bidder shall fully inform himself as to groundwater and sub-surface conditions prior to submitting his bid. (c) The submission of a bid will be construed to mean that the bidder is fully informed as to the extent, cost, and character of the materials, labor, and equipment required to complete the proposed job in accordance with the Plans and Specifications, including all other expenses IB - 3 INSTRUCTIONS TO BIDDERS incidental thereto. (d) Bidders must examine the Plans and Specifications and exemise their own judgement as to the nature and amount of the whole of the work to be done, and for the bid prices, must assume all risks of variance by whomsoever made in computation or statement of amounts or quantities necessary to fully complete the work in strict compliance with the Contract Documents. (e) The Bidder shall assume all risks and responsibility and shall complete the work in whatever material and under whatever conditions he may encounter or create, without extra cost to the Town. (f) No pleas of ignorance or misunderstanding of conditions that exist or that may hereafter exist, or of conditions or difficulties that may be encountered in the execution of the work under this Contract, as a result of failure to make the necessary examinations and investigations, will be to fulfill in every detail all of the requirements of the Contract Documents, or will be accepted as a basis for any claims whatsoever for extra compensation, or for an extension of time. 7. CONSTRUCTION TERMS AND CONDITIONS The successful bidder is warned that the work specified in the Conditions of Contract, together with the Instructions to Bidders, Proposal Form, General Conditions, Plans, Specifications and instructions of the Engineer or his duly authorized representative will be rigidly enforced. 8. SECURITY FOR FAITHFUL PERFORMANCE AND MAINTENANCE The successful bidder shall be required to execute a Performance Bond equal to one hundred percent (100%) of the amount bid, such bonds to be executed by a New York licensed insurance can'ier/surety company with an A rating or better fi.om A.M. Best & Co. and acceptable to the Owner; or bonds secured by collateral; or securities approved by the Owner. The Performance Bond shall be written so as to remain in full force and effect as a m~mtenance bond for a period of not less than one (1) year after the date of final acceptance of the work. The successful bidder, upon failure to execute and deliver the bonds required within ten (10) days after the date of notice of award, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his bid, and he will be liable for and he agrees to pay to the Owner on demand, the difference between the price bid and the price for which such contract shall subsequently be relet including the cost of such reletting less the amount of such deposit. No plea of mistake in such accepted bid shall be available to the bidder for recovery of his deposit or as a defense to any action upon accepted bid unless said mistake can be proven by documentary evidence acceptable to the Town. After approval of the bonds and execution of the Contract and after ten (10) percent of the work has been completed, the bid security accompanying the bid will be returned. 9. BID RESERVATIONS IB - 4 INSTRUCTIONS TO BIDDERS Bids submitted shall remain in effect for forty-five (45) days past the date of bid opening. This period may be extended, for the benefit of the Town, by mutual agreement between the Bidder and the Pumhasing Agent. 10. NON-COLLUSIVE STATEMENT The form of non-collusion bidding certification contained in the proposal package must be executed by the Bidder and submitted with the proposal. The submission of this statement certifies that the prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. 11. ADDENDA AND INTERPRETATIONS Every request for information or interpretation of the Contract Documents or Drawings must be addressed in writing to the Town Engineering Department of Southold - 53095 Route 25, P.O. Box 1179, Southold, New York 11971 or fax 631-765-9105, and to be given any consideration, must be received at least five (5) days prior to the date fixed for the opening of bids. Any such interpretations or supplemental instructions will be in the form of written addenda, and will be mailed or faxed to all prospective bidders. The failure of any bidder to receive any such addenda will not relieve the bidder of any obligation under his bid as submitted. Any addenda so issued shall become part of the Contract Documents. 12. METHOD OF AWARD The bid will be awarded to the lowest responsive, responsible bidder, as will best promote the public interest, taking into consideration the reliability of the bidder, the quality of the materials, equipment, or supplies to be furnished, and conformity with the specifications. 13. SINGLE PRICE BID ANALYSIS In the event a single bid is received, the Town will conduct a price analysis of the bid price prior to the award of the contract. 14. MUNICIPAL EXEMPT STATUS The Town is exempt fi~om the payment of Federal, State and local taxes. Taxes must not be included in proposal prices. 15. LABOR LAW The Contractor and each and every subcontractor performing work at the site of the project to which this Contract relates shall comply with the applicable provisions of the Labor Law, as amended, of the State of New York. Attention is called to certain provisions of the Labor Law, as set forth in the Conditions of IB - 5 INSTRUCTIONS TO BIDDERS Contract, Paragraph 11, which are hereby referred to and made a part hereof. 16. WAGE RATES The rates of wages determined by the New York State Industrial Commissioner pursuant to the Labor Law, which shall be paid on this project, are set forth herein following the Instructions to Bidders. Contractors and subcontractors are required to submit to the Town, within thirty days after issuance of the first payroll, and every thirty days thereafter, a transcript of the original payroll records, subscribed and affirmed as true under the penalties of perjury. 17. INSURANCE REQUIRED BY THE TOWN OF SOUTHOLD The successful bidder will be required to procure and pay for the following types of insurance, as set forth in more detail herein following the Instructions to Bidders in the Standard Insurance requirements Section. (a) Comprehensive Automobile Policy (b)Comprehensive General Liability (c) Excess/Umbrella Insurance (d)Owner's and Contractor's Protective Liability (e)Workmen's Compensation Insurance (f) Disability Insurance and Unemployment Insurance 18. QUANTITIES Any quantities set forth in the bid specifications are approximations only. No guarantee is made for any quantities stated. Payment shall be on the basis of actual quantities supplied or the actual work done at the unit prices quoted. · lB - 6 David A. Paterson, Governor Town of Southold Yudy Davydan, Project Engineer L. K. McLean Associates, P.C. 437 South Country Road Brookhaven NY 11719 Schedule Year Date Requested PRC# Colleen C. Gardner, Commissioner 2009 through 2010 05/04/2010 20100O3942 Location Project ID# Project Type Town of Southold 10038.000 Decommissioning The Southold Scavenger Waste Treatment Facility PREVAILING WAGE SCHEDULE FOR ARTICLE 8 PUBLIC WORK PROJECT Attached is the current schedule(s) of the prevailing wage rates and prevailing hourly supplements for the project referenced above. A unique Prevailing Wage Case Number (PRC#) has been assigned to the schedule(s) for your project. The schedule is effective from July 2009 through June 2010. All updates, corrections, posted on the 1st business day of each month, and future copies of the annual determination are available on the Department's website www.labor.state.ny.us. Updated PDF copies of your schedule can be accessed by entering your assigned PRC# at the proper location on the website. It is the responsibility of the contracting agency or its agent to annex and make part, the attached schedule, to the specifications for this project, when it is advertised for bids and/or to forward said schedules to the successful bidder(s), immediately upon receipt, in order to insure the proper payment of wages. Please refer to the "General Provisions of Laws Covering Workers on Public Work Contracts" provided with this schedule, for the specific details relating to other responsibilities of the Department of Jurisdiction. Upon completion or cancellation of this project, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. NOTICE OF COMPLETION / CANCELLATION OF PROJECT Date Completed: Date Cancelled: Name & Title of Representative: Phone: (518)457-5589 Fax: (518)485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 www tabor.state.ny.us. PW 200 PWAsk@labor.state.ny.us General Provisions of Laws Covering Workers on Article 8 Public Work Contracts Introduction The Labor Law requires public work contractom and subcontractors to pay laborers, workers, or mechanics employed in the performance of a public work contract not less than the prevailing rate of wage and supplements (fringe benefits) in the locality where the work is performed. Responsibilities of the Department of Jurisdiction A Department of Jurisdiction (Contracting Agency) includes a state department, agency, board or commission: a county, city, town or village; a school district, board of education or board of cooperative educational services; a sewer, water, fire, improvement and other district corporation; a public benefit corporation; and a public authority awarding a public work contract. The Department of Jurisdiction (Contracting Agency) awarding a public work contract MUST obtain a Prevailing Rate Schedule listing the hourly rates of wages and supplements due the workers to be employed on a public work project. This schedule may be obtained by completing and forwarding a "Request for wage and Supplement Information" form (PW 39) to the Bureau of Public Work. The Prevailing Rate Schedule MUST be included in the specifications for the contract to be awarded and is deemed part of the public work contract. Upon the awarding of the contract, the law requires that the Department of Jurisdiction (Contracting Agency) fumish the following information to the Bureau: the name and address of the contractor, the date the contract was let and the approximate dollar value of the contract. To facilitate compliance with this provision of the Labor Law, a copy of the Department's "Notice of Contract Award" form (PW 16) is provided with the original Prevailing Rate Schedule. The Department of Jurisdiction (Contracting Agency) is required to notify the Bureau of the completion or cancellation of any public work project. The Department's PW 200 form is provided for that purpose. Hours No laborer, worker, or mechanic in the employ of a contractor or subcontractor engaged in the performance of any public work project shall be permitted to work more than eight hours in any day or more than five days in any week, except in cases of extraordinary emergency. The contractor and the Department of Jurisdiction (Contracting Agency) may apply to the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular public work project. Wages and Supplements The wages and supplements to be paid and/or provided to laborers, workers, and mechanics employed on a public work project shall be not less than those listed in the current Prevailing Rate Schedule for the locality where the work is performed. If a pdme contractor on a public work project has not been provided with a Prevailing Rate Schedule, the contractor must notify the Department of Jurisdiction (Contracting Agency) who in turn must request an original Prevailing Rate Schedule form the Bureau of Public Work. Requests may be submitted by: mail to NYSDOL, Bureau of Public Work, State Office Bldg. Campus, Bldg. 12, Rm. 130, Albany, NY 12240; Fax to Bureau of Public Work (518) 485-1870; or electronically at the NYSDOL website www.labor state.ny.us. Upon receiving the original schedule, the Department of Jurisdiction (Contracting Agency) is REQUIRED to provide complete copies to all prime contractors who in turn MUST, by law, provide copies of all applicable county schedules to each subcontractor and obtain from each subcontractor, an affidavit certifying such schedules were received. If the original schedule expired, the contractor may obtain a copy of the new annual determination from the NYSDOL website www.labor.state.ny.us. The Commissioner of Labor makes an annual determination of the prevailing rates. This determination is in effect from July 1st through June 30th of the following year. The annual determination is available on the NYSDOL website www.labor.state.ny.us. Payrolls and Payroll Records Every contractor and subcontractor MUST keep original payrolls or transcripts subscribed and affirmed as true under penalty of perjury. Payrolls must be maintained for at least three (3) years from the project's date of completion. At a minimum, payrolls must show the following information for each person employed on a public work project: Name, Social Security number, Classification(s) in which the worker was employed, Houdy wage rate(s) paid, Supplements paid or provide, and Daily and weekly number of hours worked in each classification. Every contractor and subcontractor shall submit to the Department of Jurisdiction (Contracting Agency), within thirty (30) days after issuance of its first payroll and every thirty (30) days thereafter, a transcript of the original payrolls, subscribed and affirmed as true under penalty of perjury. The Department of Jurisdiction (Contracting Agency) shall receive and maintain such payrolls. In addition, the Commissioner of Labor may require contractors to furnish, with ten (10) days of a request, payroll records sworn to as their validity and accuracy for public work and private work. Payroll records include, by are not limited to time cards, work description sheets, proof that supplements were provided, cancelled payroll checks and payrolls. Failure to previde the requested information within the allotted ten (10) days will result in the withholding of up to 25% of the contract, not to exceed $100,000.00. If the contractor or subcontractor does not maintain a place of business in New York State and the amount of the contract exceeds $25,000.00, payroll records and certifications must be kept on the project worksite. The prime contractor is responsible for any underpayments of prevailing wages or supplements by any subcontractor. All contractors or their subcontractors shall provide to their subcontractors a copy of the Prevailing Rate Schedule specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules by a contractor or subcontractor is a violation of Article 8, Section 220-a of the Labor Law. All subcontractors engaged by a public work project contractor or its subcontractor, upon receipt of the original schedule and any subsequently issued schedules, shall provide to such contractor a verified statement attesting that the subcontractor has received the Prevailing Rate Schedule and will pay or provide the applicable rates of wages and supplements specified therein. (See NYS Labor Laws, Article 8. Section 220-a). Determination of Prevailing Wage and Supplement Rate Updates Applicable to All Counties The wages and supplements contained in the annual determination become effective July 1st whether or not the new determination has been received by a given contractor. Care should be taken to review the rates for obvious errors. Any corrections should be brought to the Department's attention immediately. It is the responsibility of the public work contractor to use the proper rates. If there is a question on the proper classification to be used, please call the district office located nearest the project. Any errors in the annual determination will be corrected and posted to the NYSDOL website on the first business day of each month. Contractors are responsible for paying these updated rates as well, retroactive to July 1st. When you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. To the extent possible, the Department posts rates in its possession that cover periods of time beyond the July 1st to June 30th time frame covered by a particular annual determination. Rates that extend beyond that instant time period are informational ONLY and may be updated in future annual determinations that actually cover the then appropriate July 1st to June 30th time period. Withholding of Payments When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract shall be withheld from the prime contractor in a sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to pay or provide the requisite prevailing wages or supplements, the Bureau is authorized by Sections 220-b of the Labor Law to so notify the financial officer of the Department of Jurisdiction (Contracting Agency) that awarded the public work contract. Such officer MUST then withhold or cause to be withheld from any payment due the prime contractor on account of such contract the amount indicated by the Bureau as sufficient to satisfy the unpaid wages and supplements, including interest and any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until there is a final determination of the underpayment by the Commissioner of Labor or by the court in the event a legal proceeding is instituted for review of the determination of the Commissioner of Labor. The Department of Jurisdiction (Contracting Agency) shall comply with this order of the Commissioner of Labor or of the court with respect to the release of the funds so withheld. Summary of Notice Posting Requirements The current Prevailing Rate Schedule must be posted in a prominent and accessible place on the site of the public work project. The prevailing wage schedule must be encased in, or constructed of, materials capable of withstanding adverse weather conditions and be titled "PREVAILING RATE OF WAGES" in letters no smaller than two (2) inches by two (2) inches. Every employer providing workers, compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers. Compensation Board in a conspicuous place on the jobsite. Every employer subject to the NYS Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers, notices furnished by the State Division of Human Rights. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices furnished by the NYS Department of Labor. Apprentices Employees cannot be paid apprentice rates unless they are individually registered in a program registered with the NYS Commissioner of Labor. The allowable ratio of apprentices to journeyworkers in any craft classification can be no greater than the statewide building trade ratios promulgated by the Department of Labor and included with the Prevailing Rate Schedule. An employee listed on a payroll as an apprentice who is not registered as above or is performing work outside the classification of work for which the apprentice is indentured, must be paid the prevailing journeyworker's wage rate for the classification of work the employee is actually performing. NYSDOL Labor Law, Article 8, Section 220-3, require that only apprentices individually registered with the NYS Department of Labor may be paid apprenticeship rates on a public work project. No other Federal or State Agency of office registers apprentices in New York State. Persons wishing to verify the apprentice registration of any person must do so in wdting by mail, to the NYSDOL Office of Employability Development / Apprenticeship Training, State Office Bldg. Campus, Bldg. 12, Albany, NY 12240 or by Fax to NYSDOL Apprenticeship Training (518) 457-7154. All requests for verification must include the name and social security number of the person for whom the information is requested. The only conclusive proof of individual apprentice registration is written verification from the NYSDOL Apprenticeship Training Albany Central office. Neither Federal nor State Apprenticeship Training offices outside of Albany can provide conclusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any person is registered in that program. Fur[hermore, the existence or possession of wallet cards, identification cards, or copies of state forms is not conclusive proof of the registration of any person as an apprentice. Interest and Penalties In the event that an underpayment of wages and/or supplements is found: Interest shall be assessed at the rate then in effect as prescribed by the Superintendent of Banks pursuant to section 14-a of the Banking Law, per annum from the date of underpayment to the date restitution is made. A Civil Penalty may also be assessed, not to exceed 25% of the total of wages, supplements, and interest due. Debarment Any contractor or subcontractor and/or its successor shall be ineligible to submit a bid on or be awarded any public work contract or subcontract with any state, municipal corporation or public body for a period of five (5) years when: Two (2) willful determinations have been rendered against that contractor or subcontractor and/or its successor within any consecutive six (6) year period. There is any willful determination that involves the falsification of payroll records or the kickback of wages or supplements. Criminal Sanctions Willful violations of the Prevailing Wage Law (Article 8 and Article 9 of the Labor Law) constitute a misdemeanor punishable by fine or imprisonment, or both. Discrimination No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national origin, sex, disability or marital status. No contractor, subcontractor nor any person acting on its behalf, shall by reason of race, creed, color, disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work to which the employment relates (NYS Labor Law, Article 8, Section 220-e(a)). No contractor, subcontractor, nor any person acting on its behalf, shall in any manner, discriminate against or intimidate any employee on account of race, creed, color, disability, sex, or national origin (NYS Labor Law, Article 8, Section 220- e(b) ). The Human Rights Law also prohibits discrimination in employment because of age, marital status, or religion. There may be deducted from the amount payable to the contractor under the contract a penatty of $50.00 for each calendar day during which such person was discriminated against or intimidated in violation of the provision of the contract (NYS Labor Law, Article 8, Section 220-e(c) ). The contract may be cancelled or terminated by the State or municipality. All monies due or to become due thereunder may be forfeited for a second or any subsequent violation of the terms or conditions of the anti-discrimination sections of the contract (NYS Labor Law, Article 8, Section 220-e(d) ). Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers notices furnished by the State Division of Human Rights. Workers' Compensation In accordance with Section 142 of the State Finance Law, the contractor shall maintain coverage during the life of the contract for the benefit of such employees as required by the provisions of the New York State Workers' Compensation Law. A contractor who is awarded a public work contract must provide proof of workers' compensation coverage prior to being allowed to begin work. The insurance policy must be issued by a company authorized to provide workers' compensation coverage in New York State. Proof of coverage must be on form C-105.2 (Certificate of Workers' Compensation Insurance) and must name this agency as a certificate holder. If New York State coverage is added to an existing out-of-state policy, it can only be added to a policy from a company authorized to write workers' compensation coverage in this state. The coverage must be listed under item 3A of the information page. The contractor must maintain proof that subcontractors doing work covered under this contract secured and maintained a workers' compensation policy for all employees working in New York State. Every employer providing worker's compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers' Compensation Board in a conspicuous place on the jobsite. Unemployment Insurance Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices furnished by the New York State Department of Labor. David A. Paterson, Governor Town of Southold Yuriy Davydan, Project Engineer L K. McLean Associates, P.C, 437 South Country Road Brookhaven NY 11719 Schedule Year Date Requested PRC# Colleen C. Gardner, Commissioner 2009 through 2010 05/04/2010 2010003942 Location Project ID# Project Type Town of Southold 10038.000 Decommissioning The Southold Scavenger Waste Treatment Facility Notice of Contract Award New York State Labor Law, Article 8, Section 220.3a requires that certain information regarding the aWarding of public work contracts, be furnished to the Commissioner of Labor. One "Notice of Contract Award" (PW 16, which may be photocopied), MUST be completed for EACH prime contractor on the above referenced project. Upon notifying the successful bidder(s) of this contract, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. Contractor Information AFl information must be supplied Federal Employer Identification Number: Name: Address: City: Amount of Contract: Approximate Starting Date: Approximate Completion Date: State: Zip: Contract Type: [ ] (01) General Construction / ! [ ] (02) HeatingNentilation [ ] (03) Electrical ! / [ ] (04) Plumbing [ ] (05) Other : Phone: (518) 457-5589 Fax: (518) 485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 www.labor.state ny us. PW 16 PWAsk@labor.state.ny.us IMPORTANT NOTIC FOR CONTRACTORS & CONTRACTING AGENCIES Social Security Numbers on Certified Payrolls The Department of Labor is cognizant of the concerns of the potential for misuse or inadvertent disclosure of social security numbers. Identity theft is a growing problem and we are sympathetic to contractors' concerns with regard to inclusion of this information on payrolls if another identifier will suffice. For these reasons, the substitution of the use of the last four di.qits of the social security number on certified payrolls submitted to contracting agencies on public work projects is now acceptable to the Department of Labor. NOTE: This change does not affect the Department's ability to request and receive the entire social security number from employers during the course of its public work / prevailing wage investigations. · To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND Budget Policy & Reporting Manual B-610 Public Work Enforcement Fund effective date December 7, 2005 1. Purpose and Scope: This Item describes the Public Work Enforcement Fund (the Fund, PWEF) and its relevance to State agencies and public benefit corporations engaged in construction or reconstruction contracts, and announces the recently-enacted increase to the percentage of the dollar value of such contracts that must be deposited into the Fund. This item also describes the roles of the following entities with respect to the Fund: New York State Department of Labor (DOL), The Office of the State of Comptroller (OSC), and State agencies and public benefit corporations. 2. Background and Statutory References: DOL uses the Fund to enforce the State's Labor Law as it relates to contracts for construction or reconstruction as defined in subdivision two of Section 220 of the Labor Law. State agencies and public benefit corporations participating in such contracts are required to make payments to the Fund. Chapter 511 of the Laws of 1995 (as amended by Chapter 513 of the Laws of 1997, Chapter 655 of the Laws of 1999, Chapter 376 of the Laws of 2003 and Chapter 407 of the Laws of 2005) established the Fund. 3. Procedures and Agency Responsibilities: The Fund is supported by transfers and deposits based on the value of contracts for construction and reconstruction, as defined in subdivision two of Section 220 of the Labor Law, into which all State agencies and public benefit corporations enter. Chapter 407 of the Laws of 2005 increased the amount required to be provided to this fund to. 10 of one-percent of the total cost of each such contract, to be calculated at the time agencies or public benefit corporations enter into a new contract or if a contract is amended. The provisions of this bill became effective August 2, 2005. To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND OSC will report to DOL on all construction-related ("D") contracts approved during the month, including contract amendments, and then DOL will bill agencies the appropriate assessment monthly. An agency may then make a determination if any of the billed contracts are exempt and so note on the bill submitted back to DOL. For any instance where an agency is unsure ifa contract is or is not exempt, they can call the Bureau of Public Work at the number noted below for a determination. Payment by check or journal voucher is due to DOL within thirty days from the date of the billing. DOL will verify the amounts and forward them to OSC for processing. For those contracts which are not approved or administered by the Comptroller, monthly reports and payments for deposit into the Public Work Enforcement Fund must be provided to the Administrative Finance Bureau at the DOL within 30 days of the end of each month or on a payment schedule mutually agreed upon with DOL. Reports should contain the following information: Name and billing address of State agency or public benefit corporation; State agency or public benefit corporation contact and phone number; Name and address of contractor receiving the award; Contract number and effective dates; Contract amount and PWEF assessment charge (if contract amount has been amended, reflect increase or decrease to original contract and the adjustment in the PWEF charge); and Brief description of the work to be performed under each contract. Checks and Journal Vouchers, payable to the "New York State Department of Labor" should be sent to: Department of Labor Administrative Finance Bureau-PWEF Unit Building 12, Room 464 State Office Campus Albany, NY 12240 Any questions regarding billing should be directed to NYSDOL's Administrative Finance Bureau-PWEF Unit at (518) 457-3624 and any questions regarding Public Work Contracts should be directed to the Bureau of Public Work at (518) 457-5589. NEW LEGISLATION Effective February 24, 2008 WORKER NOTIFICATION- A9052 - S6240 This provision is an addition to the existing prevailing wage rate law, Labor Law §220, paragraph a of subdivision 3-a. It requires contractors and subcontractors to provide written notice to all laborers, workers or mechanics of the prevailing wage rate for their particular job classification on each pay stub*. It also requires contractors and subcontractors to post a notice at the beginning of the performance of every public work contract on each job site that includes the telephone number and address for the Department of Labor and a statement informing laborers, workers or mechanics of their right to contact the Department of Labor if he/she is not receiving the proper prevailing rate of wages and/or supplements for his/her particular job classification. The required notification will be provided with each wage schedule, may be downloaded from our website wu, w./abor, state, m,.us or made available upon request by contacting the Bureau of Public Work at 518-457-5589. * In the event that the required information will not fit on the pay stub, an accompanying sheet or attachment of the information will suffice. THIS IS A PUBLIC WORK PROJECT Chapter 629 of the Labor Laws of 2007 Contractor Name: Any worker, laborer, or mechanic employed on this project is entitled to receive the prevailing wage and supplements rate for the classification at which he/she is working. These wages are set by law and must be posted at the work site. They can also be found at www. labor, state, n¥. us If you feel that you have not received proper wages or benefits, please call our nearest office. * Albany Binghamton Buffalo Garden City New York City (518) 457-2744 (607) 721-8005 (716) 847-7159 (516) 228-3915 (212) 775-3568 Newburgh Patchogue Rochester Syracuse Utica White Plains (845) 568-5398 (631) 687-4886 (585) 258-4505 (315) 428-4056 (315) 793-2314 (914) 997-9507 * For New York City government agency construction projects, please contact the Office of the NYC Comptroller at (212) 669-4443, www. comptroller, nyc. gov - crick on Bureau of Labor Law. Project Location: STATE OF NEW YORK David A. Paterson, Governor DEPARTMENT OF LABOR Colleen C. Gardner, Commissioner NEW LEGISLATION Effective July 18, 2008 OSHA 10-hour Construction Safety and Health Course- S1537-A This provision is an addition to the existing prevailing wage rate law, Labor Law §220, section 220-h. It requires that on all public work projects of at least $250,000.00, all laborers, workers and mechanics working on the site, be certified as having successfully completed the OSHA 1 O-hour construction safety and health course. It further requires that the advertised bids and contracts for every public work contract of at least $250,000.00, contain a provision of this requirement. NOTE: The OSHA 10 Legislation does not apply to projects advertised for bid prior to duly 18, 2008 AND only applies to workers on a public work project that are required under Article 8 to receive the prevailing wage. Rules and regulations will be promulgated and posted on the NYSDOL website www.labor.state.ny.us when finalized. Page 1 of 2 Where to find OSHA lO-hour Construction Course 1. NYS Department of Labor website for scheduled outreach training at: www.labor.state.n¥.us/workcrprotcction/safctvhealth/DOSH ONSITE CONSULTATION.shtm 2. OSHA Training Institute Education Centers: Rochester Institute of Technology OSHA Education Center Rochester, NY Donna Winter Fax (585) 475-6292 e-mail: dlwtpo(a rit.cdu (866) 385~7470 Ext. 2919 www.rit.edu/-outreach/course.php3?CoursclD 54 Atlantic OSHA Training Center UMDNJ- School of Public Health Piscataway, NJ Janet Crooks Fax (732) 235-9460 e-mail: crooksje~t umdnj.edu (732) 235-9455 https://ophp.umdni.cdu.,wconnccv ShowSchedulc.awp%-GROUP-AOTCON- Keene State College Manchester, NH Leslie Singleton e-mail: lsingletin(a, kcene.edu (800) 449-6742 www.keene.edu/courscs/print/courses osha.cfm 3. List of trainers and training schedules for OSHA outreach training at: www.OutreachTrainers.org Page 2 of 2 Requirements for OSHA 10 Compliance Chapter 282 of the Laws of 2007, codified as Labor Law 220-h will take effect on July 18, 2008. The statute provides as follows: The advertised specifications for every contract for public work of $250,000.00 or more must contain a provision requiring that every worker employed in the performance of a public work contract shall be certified as having completed an OSHA 10 safety training course. The clear intent of this provision is to require that all employees of public work contractors receive such training "prior to the performing any work on the project." The Bureau will enforce the statute as follows: All contractors and sub contractors must attach a copy of proof of completion of the OSHA 10 course to the first certified payroll submitted to the contracting agency and on each succeeding payroll where any new or additional employee is first listed. Proof of completion may include but is not limited to: · copies of bona fide course completion card; · training roster, attendance record of other documentation from the certified trainer pending the issuance of the card. · other valid proof **A certification by the employer attesting that all employees have completed such course is not sufficient proof that the course has been completed. Any questions regarding this statute may be directed to the New York State Department of Labor, Bureau of Public Work at 518-485-5696. Page 1 of 1 WICKS Reform 2008 (For all contracts advertised or solicited for bid on or after 7/1/08) Raises the threshold for public work projects subject to the Wicks Law requiring separate specifications and bidding for the plumbing, heating and electrical work. The total project's threshold would increase from $50,000 to: $3 million in Bronx, Kings, New York, Queens and Richmond counties; $1.5 million in Nassau, Suffolk and Westchester counties; and $500,000 in all other counties. For projects below the monetary threshold, bidders must submit a sealed list naming each subcontractor for the plumbing, HVAC and electrical work and the amount to be paid to each. The list may not be changed unless the public owner finds a legitimate construction need, including a change in specifications or costs or use of a Project Labor Agreement (PLA), and must be open to public inspection. Allows the state and local agencies and authorities to waive the Wicks Law and use a PLA if it will provide the best work at the lowest possible price. If a PLA is used, all contractors shall participate in apprentice training programs in the trades of work it employs that have been approved by the Depadment of Labor (DOL) for not less than three years. They shall also have at least one graduate in the last three years and use affirmative efforts to retain minority apprentices PLA's would be exempt from Wicks, but deemed to be public work subject to prevailing wage enforcement. The Commissioner of Labor shall have the power to enforce separate specification requirements on projects, and may issue stop-bid orders against public owners for non-compliance Other new monetary thresholds, and similar sealed bidding for non-Wicks projects, would apply to certain public authorities including municipal housing authorities, NYC Construction Fund, Yonkers Educational Construction Fund, NYC Municipal Water Finance Authority, Buffalo Municipal Water Finance Authority, Westchester County Health Care Association, Nassau County Health Care Corp., Clifton-Fine Health Care Corp., Erie County Medical Center Corp., NYC Solid Waste Management Facilities, and the Dormitory Authority Reduces from 15 to 7 days the period in which contractors must pay subcontractors. IMPORTANT INFORMATION Re§ardin§ Use of Form PW30R "Employer Registration for Use of 4 Day/11) Hour Work Schedule" To use the '4 Day / 10 Hour Work Schedule': There MUST be a Dispensation of Hours (PW30) in place on the project AND You MUST register your intent to work 4 / 10 hour days, by completing the PW30R Form. REMEMBER... The '4 Day/10 Hour Work Schedule' applies ONLY to Job Classifications and Counties listed on the PW30R Form. (Please note: For each Job Classification check the individual wage schedule for specific details regarding their 4/10 hour day posting.) PW3OR-Notice NYSDOL Bureau of Public Work I of I Instructions for Completing Form PW30R "Employer Registration for Use of 4 Day / 10 Hour Work Schedule" Before completing Form PW30R check to be sure ... · There is a Dispensation of Hours in place on the project. · The 4 Day / 10 Hour Work Schedule applies to the Job Classifications you will be using. · The 4 Day / 10 Hour Work Schedule applies to the County / Counties where the work will take place. Instructions (Type or Print legibly): Contractor Information: · Enter the Legal Name of the business, FEIN, Street Address, City, State, Zip Code; the Company's Phone and Fax numbers; and the Company's email address (if applicable) · Enter the Name of a Contact Person for the Company along with their Phone and Fax numbers, and the personal email address (if applicable) Project Information: · Enter the Prevailing Rate Case number (PRC#) assigned to this project · Enter the Project Name / Type (i.e. Smithtown CSD - Replacement of HS Roof) · Enter the Exact Location of Project (i.e. Smithtown HS, ~.43 County Route #2, Smithtown,NY; Bldgs. 1 & 2) · if you are a Subcontractor, enter the name of the Prime Contractor for which you work · On the Checklist of Job Classifications- o Go to pages 2 and 3 of the form o Place a checkmark in the box to the right of the Job Classification you are choosing o Mark all Job Classifications that apply Requestor Information: · Enter the name of the person submitting the registration, their title with the company, and the date the registration is filled out Return Completed Form: · Mail the completed PW30R form (3 pages) to: NYSDOL Bureau of Public Work, SOBC- Bldg.12 - Rm.130, Albany, NY 12240 -OR - · Fax the completed PW30R form (3 pages) to: NYSDOL Bureau of Public Work at (518)485-1870 PW3OR-Instructions NYSDOL Bureau of Public Work I of I New York State Department of Labor Bureau of Public Work W. Averell Harriman State Office Campus Building 12 - Room 130 Albany, NewYork 12240 Phone- (518) 457-5589 Fax - (518) 485-1870 Before completing Form PW30R check to be sure ... ~ There is a Dispensation of Hours in place on the project. The 4 Day / 10 Hour Work Schedure applies to the Job Classifications you will be using. The 4 Day / 10 Hour Work Schedule applies to the County / Counties where the work will take place. Please Type or Print the Requested Information "When completed ... Mail to NYSDOL Bureau of Public Work, SOBC, Bldg. 12, Rm.130, Albany, NY 12240 Fax to NYSDOL Bureau of Public Work at (518) 485-1870 [Contractor Information Company Name: Address: FEIN: City: Phone Number Fax Number: Contact Person: Phone No: Fax No: State: Zip Code: Email Address: Email: lProject Information J Project PRC#: Exact Location of Project: Project Name/Type: (If you are Subcontractor) Prime Contractor Name: County: Job Classification(s) to Work 4/I 0 Schedule: (Choose all that applv on Job Classification Checklist- Pages 2 & 3) I Requester Information · Name: Title: Date: PW-30R (07-09) I of 3 Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) Electrician 25m Nassau, Suffolk £ayuga, Chenango, Cortland, Herkimer, Madison, Oneida, Electrician 43 ~nondaga, Oswego, Otsego, Tompkins, Wayne Electrician 840Teledata £ayuga, Onondaga, Ontario, Seneca, Wayne, Yates ~enesee, Livingston, Monroe, Ontario, Orleans, Wayne, Electrician 86 ~/yoming Electrician Lineman 1049Line/Gas ~lassau, Suffolk Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schohade, Schuyler, Seneca, St. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Electrician Lineman 1249a Ulster, Warren, Washington, Wayne, Wyoming, Yates Columbia, Delaware, Dutchess, Greene, Orange, Putnam, Elevator Constructor 138 Rockland, Sullivan, Ulster, Westchester Allegany, Cattaraugus, Chautauqua, Erie, Genesee, Niagara, Elevator Constructor 14 Orleans, Wyoming Chemung, Livingston, Monroe, Ontario, Schuyler, Seneca, Elevator Constructor 27 Steuben, Wayne, Yates Albany, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamiliton, Herkimer, Montgomery, Oneida, Otsego, Rensselaer, Saratoga, Schenectady, Schoharie, Warren, Elevator Constructor 35 Washington Broome, Cayuga, Chenango, Cortland, Delaware, Jefferson, Lewis, Madison, Oneida, Onondaga, Oswego, St. Lawrence, Elevator Constructor 62.1 Tioga, Tompkins Jefferson, Lewis, Livingston, Monroe, Ontario, Seneca, St. $1azier 677.1 Lawrence, Wayne, Yates Broome, Cayuga, Chemung, Chenango, Cortland, Herkimer, Jefferson, Lewis, Madison, Oneida, Onondaga, Oswego, Insulator-Heat&Frost 30-Syracuse Otsego, Schuyler, Seneca, St. Lawrence, Tioga, Tompkins PW-30R (07-09) NYSDOL Bureau of Public Work 2 of 3 Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) ~,llegany, Chemung, Genesee, Livingston, Monroe, Operating Engineer - Heavy& Highway 832H Ontario, Schuyler, Steuben, Wayne, Yates Painter 178 B Broome, Chenango, Tioga Painter 178 E ~hemung, Schuyler, Steuben Painter 178 O Delaware, Otsego ~ayuga, Herkimer, Lewis, Madison, Oneida, Onondaga, Painter 31 Dntario, Oswego, Seneca Painter 38.0 ~)swego 4-Buf, Nia, ~,llegany, Cattaraugus, Chautauqua, Erie, Genesee, Painter Olean _ivingston, Niagara, Orteans, Steuben, Wyoming Painter 4-Jamestown ~attaraugus, Chautauqua Sheetmetal Worker 46 ~Livingston, Monroe, Ontario, Seneca, Wayne, Yates Albany, Columbia, Fulton, Greene, Montgomery, Rensselaer, Saratoga, Schenectady, Schoharie, Warren, Teamster - Heavy&Highway 294h/h Washington Allegany, Cayuga, Cortland, Seneca, Steuben, Tompkins, Teamster - Heavy&Highway 317a.hh Wayne, Yates Teamster - Heavy&Highway 693.H/H Broome, Chenango, Delaware, Otsego, Tioga PW-30R (07-09) NYSDOL Bureau of Public Work 3 of 3 Prevailing Wage Rates for 07101~2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 · Introduction to the Prevailing Rate Schedule Information About Prevailing Rate Schedule This information is provided to assist you in the interpretation of particular requirements for each classification of worker contained in the attached Schedule of Prevailing Rates. · Classification It is the duty of the Commissioner of Labor to make the proper classification of workers taking into account whether the work is heavy and highway, building, sewer and water, tunnel work, or residential, and to make a determination of wages and supplements to be paid or provided. It is the responsibility of the public work contractor to use the proper rate. if there is a question on the proper classification to be used, please call the district office located nearest the project. District office locations and phone numbers are listed below. Prevailing Wage Schedules are issued separately for "General Construction Projects" and "Residential Construction Projects" on a county- · by-county basis. General Construction Rates apply to projects such as: Buildings, Heavy & Highway, and Tunnel and Water & Sewer rates. Residential Construction Rates generally apply to construction, reconstruction, repair, alteration, or demolition of one family, two family, row housing, or rental type units intended for res[denfial use. Some rates listed in the Residential Construction Rate Schedule have a very limited applicability listed along with the rate. Rates for occupations or locations not shown on the residential schedule must be obtained from the General Construction Rate Schedule. Please · contact the local Bureau of Public Work office before using Residential Rate Schedules, to ensure that the project meets the required criteria. Paid Holidays Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee works on a day listed as a paid holiday, this remuneration is in addition to paymentof the required prevailing rate for the work actually performed. Overtime · At a minimum all work performed on a public work project in excess of eight hours in any one day or more than five days n any workweek is overtime. However, the specific overtime requirements for each trade or occupation on a public work project may differ. Specihc overt me requirements for each trade or occupation are contained in the prevailing rate schedules. Overt[me holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. Supplemental Benefits Particular attention should be given to the supplemental benefit requirements. Although in most cases the payment or provision of supplements is for each hour worked, some classifications require the payment or provision of supplements for each hour paid (including pa~dholidays on which no work is performed) and/or may require supplements to be paid or provided at a premium rate for premium hours · worked. Effective Dates When you review the schedule for aparticular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. The rate listed is valid until the next effective rate change or until the new annua determination which takes effect on July 1 of each year. All contractors and subcontractors are required to pay the current prevailing rates of wages and supplements. If you have any questions please contact the Bureau of Public Work or visit the New York State Department of Labor website (www. labor.state.ny.us) for current wage rate information. · Apprentice Training Ratios The following are the allowable ratios of registered Apprentices to Journey-workers. For example, the ratio 1:1,1:3 indicates the allowable initial ratio is one Apprentice to one Joumeyworker. The Journeyworker must be n place on the pro ect before an Apprentice is allowed. Then three additiona/Journeyworkers are needed before a second Apprentice is allowed. The last ratio repeats indefinitely. Therefore, three more Journeyworkers must be present before a third Apprentice can be hired, · and so on. Please call Apprentice Training Central Office at (518) 457-6820 if you have any questions. Tifie (Trade) Boilermaker (Construction) Boilermaker (Shop) Carpenter (BIdg.,H&H, Pile DrivedDockbuilder) Carpenter (Residential) Electrical (Outside) Lineman Ratio 1:1,1:4 · 1:1,1:3 1:1,1:4 1:1,1:3 1:1,1:2 Page 24 · Prevailing Wage Rates for 07101/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Electrician (Inside) 1:1,1:3 Elevator/Escalator Construction & Modernizer 1:1,1:2 Glazier 1:1,1:3 Insulation & Asbestos Worker 1:1,1:3 Iron Worker 1:1,1:4 Laborer 1:1,1:3 Mason 1:1,1:4 Millwright 1:1,1:4 Op Engineer 1:1,1:5 Pa inter 1:1,1:3 Plumber & Steamfitter 1:1,1:3 Roofer 1:1,1:2 Sheet Metal Worker 1:1,1:3 Sprinkler Fitter 1:1,1:2 If you have any questions concerning the attached schedule or would like additional information, please contact the nearest BUREAU of PUBLIC WORK District Office or write to: New York State Department of Labor Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 District Office Locations: Bureau of Public Work - Albany Bureau of Public Work - Binghamton Bureau of Public Work - Buffalo Bureau of Public Work - Garden City Bureau of Public Work - Newburgh Bureau of Public Work - New York City Bureau of Public Work - Patchogue Bureau of Public Work - Rochester Bureau of Public Work - Syracuse Bureau of Public Work - Utica Bureau of Public Work - White Plains Bureau of Public Work - Central Office Telephone # 518-457-2744 607-721-8005 716-847-7159 516-228-3915 845-568-5287 212-775-3568 631-687-4883 585-258-4505 315-428-4056 315-793-2314 914-997-9507 518-457-5589 FAX# 518-485-0240 607-721-8004 716-847-7650 516-794-3518 845-568-5332 212-775-3579 631-687-4904 585-258-4708 315-428-4671 315-793-2514 914-997-9523 518-485-1870 Page 25 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Last Published on May 01 2010 Published by the New York State Department of Labor PRC Number 2010003942 Suffolk County · Suffolk County General Construction Asbestos Worker 05/01/2010 JOB DESCRIPTION Asbestos Worker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per hour: Abestos Worker Removal & Abatement Only* 07/01/2009- 11/30/2009 $32.95 DISTRICT 9 12/01/2009- 11/30/2010 +Additional $3.00** NOTE: *On Mechanical Systems that are NOT to be SCRAPPED. **Increase to be allocated at a later date. SUPPLEMENTAL BENEFITS Abestos Worker Removal & Abatement Only $9~15 OVERTIME PAY See (B, B2, K) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOUDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE NOTE: Easter Paid at Time and One-half IF worked REGISTERED APPRENTICES Apprentice Removal & Abatement On~y: 1000 hour terms at the following percentage of Journeyman's rates. 1st 2nd 3rd 4th 78% 80% 83% 89% Supplemental Benefits: (per Hour worked) Apprentice Removal & Abatement Only $9.15 9-12a - Removal Only Boilermaker 05/01/2010 WAGES Per Hour: Boilermaker Repairs & Renovation SUPPLEMENTAL BENEFITS Per Hour: BoilerMaker JOB DESCRIPTION Boilermaker DISTRICT 4 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester 07/01/2009 $ 45.89 45.89 07/01/2009 48% of Hourly Wage Paid + $ 8.07 Repairs & Renovation* NOTE: "Houdy Wage Paid" shall include any and all premium(s) pay. *Same as Boilermaker (Includes replacement of parts and repairs & renovation of an existing unit). OVERTIME PAY Page 26 Prevailing Wage Rates for 07/01 ~2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County See (D, O) on OVERTIME PAGE HOLIDAY Paid: See (8, 16, 23, 24) on HOLIDAY PAGE Overtime: See (5, 6, 11, 12, 15, 25) on HOLIDAY PAGE NOTE: *Employee must work in pay week to receive Holiday Pay. **Boilermarker gets 4 times the hourly wage rate for working on Labor Day. ***Repairs & Renovation see (B,E,Q) on HOLIDAY PAGE REGISTERED APPRENTICES (1/2) Year Terms at the following pecentage of Boilermaker's Wage 1st 2nd 3rd 4th 5th 6th 7th 8th 65% 65% 70% 75% 80% 85% 90% 95% Supplemental Benefits Per Hour: 07~1~009 Boilermaker 48% of Hourly Apprentice(s) Wage Paid + $ 8.07 Repairs & Renovation* Apprentice(s) $48% of Hourly Wage Paid + $ 8.07 NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay. *Includes replacement of parts and repairs & renovation of an existing unit. 4-5 Carpenter 05101/2010 JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Rockland, Westchester PARTIAL COUNTIES Orange: South of but including the following, Waterloo Mills, SlateHill, New Hampton, Goshen, Blooming Grove, Mountainville, east to the Hudson River. Putnam: South of but including the following, Cold Spring, TompkinsCorner, Mahopac, Croton Falls, east to Connecticut border. Suffolk: West of Port Jefferson and Patchoque Road to Route 112 tothe Atlantic Ocean. WAGES Per hour: 07/01/2009 10/17/2009 Additional Core Drilling: Driller $ 33.25 $ 2.21' Assistant Driller 27.22 1.94' Note: Hazardous Waste Pay Differential: For Level C, an additional 10% above wage rate per hour For Level B, an additional 10% above wage rate per hour For Level A, an additional 10% above wage rate per hour Note: When required to work on water: an additional $ 0.50 per hour. * May be allocated between wages and benefits. SUPPLEMENTAL BENEFITS Per hour paid: Driller $15.31 Assistant 15.31 Page 27 Prevailing Wage Rates for 07/01/2009 - 0613012010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County · OVERTIME PAY OVERTIME: HOLIDAY HOLIDAY: Paid: Overtime: See (B,E,K*,P,R**) on OVERTIME PAGE. See (5,6) on HOLIDAY PAGE. * See (5,6) on HOLIDAY PAGE. ** See (8,10,11,13) on HOLIDAY PAGE. Assistant: One (1) year increments at the following percentage of Assistant wages. This is not an apprenticeship for Driller. 1st Year 2nd Year 3rd Year 4th Year 70% 80% 90% 100% · 9-1536-ComDriller Carpenter 05/01/2010 JOB DESCRIPTION Carpenter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per Hour: 07/01/2009 07101/2010 Additional Timberman $ 40.50 $ 3.53* SUPPLEMENTAL BENEFITS Per hour paid: Timberman $ 40.62 *May be allocated between wages and benefits. OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices Overtime: REGISTERED APPRENTICES Wages per hour is Pecentage of Journeymans Wage. ( 1 ) year terms: 1st 2nd 40% 50% See (18,19) on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE. DISTRICT 9 3rd 4th · 65% 80% Supplemental benefits per hour: Apprentices $ 25.14 9-1536 Carpenter 05/0112010 JOB DESCRIPTION Carpenter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2009 Building 07/01/2010 Additonal DISTRICT 9 Page 28 · Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Millwright $ 44.24 *May be allocated between wages and benefits SUPPLEMENTAL BENEFITS Per hour paid: Millwright $ 44.75 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices Over[ime REGISTERED APPRENTICES Wages per hour is Pecentage of Journeymans wage (1) year terms: 1st. 2nd. 55% 65% See (18,19) on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25)on HOLIDAY PAGE. 3rd. 4th. 75% 95% $ 3.62* Supplemental benefits per hour: (1) year terms: 1st. 2nd. 3rd. 4th. $28.19 $31.29 $35.51 $40.62 9-740.1 Carpenter 05/01/2010 JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2009 Marine Construction: Marine Diver $ 56.32 MD.Tender 40.17 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 40.86 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (18,19) on HOLIDAY PAGE. Paid: for 1st & 2ad yr. Apprentices See (5,6,10,11,13,16,18,19) Overtime: See (5,6,10,11113,16,18,19) on HOLIDAY PAGE. REGISTERED APPRENTICES Wager per hour is Percentage of Journeymans Wage (1) year terms: Page 29 Prevailing Wage Rates for 07101/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County · 1st 2nd 3rd 4th 40% 50% 65% 80% Supplemental benefits per hour: Apprentices $ 26.97 9-1456MC Carpenter 0510t/2010 JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2009 CarpetJResilient Floor Coverer $ 44.02 SUPPLEMENTAL BENEFITS Per hour paid: Floor Coverer OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st& 2nd yr. Apprentices Ovedime: $ 38.58 See (18, 19)on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE. REGISTERED APPRENTICES Wage per hour is Pecentage of Joumeymans Wage (1) year terms: 1st. 2nd. 40% 50% 3rd. 4th. 65% 80% Supplemental benefits per hour: Apprentices $ 25.83 9-2287 Carpenter 05/01/2010 JOB DESCRIPTION Carpenter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2009 07/01/2010 Additional Piledriver $ 44.61 $ 3.72* Dockbuilder 44.61 3.72* SUPPLEMENTAL BENEFITS Per hour paid: Page 30 DISTRICT 9 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Journeyman $ 40.86 * May be allocated between wages and benefits. OVERTIME PAY See (B, E2, O) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices Overtime: REGISTERED APPRENTICES Wages per houris Pecentage of Journeymans Wage ( 1)year terms: 1st. 2nd. 40% 50% Supplemental benefits per hour: Apprentices $ 26.97 See (18,19)on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25)on HOLIDAY PAGE. 3rd. 4th. 65% 80% Carpenter - Building / Heavy&Highway JOB DESCRIPTION Carpenter - Building / Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Building Carpenter Heavy Highway Carpenter SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 $ 37.21 $ 37.21 07/01/2009 DISTRICT 4 Both Carpenter Categories $ 30.29 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (18, 19) on HOLIDAY PAGE Overtime: See (5, 6, 16, 23, 24, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms at the following pecentage of Journeymans Wage 1st 2nd 3rd 4th 40% 55% 65% 75% Supplemental Benefits Per Hour: 07/01/2009 All Apprentice Terms $17.38 9-1456 05/01/2010 4-Reg. Council Nass/Suff Electrician 05101/2010 Page 31 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Tree Trimmed Line Clearance Specialist 07/01/2009 $ 26.46 DISTRICT 4 NOTE: This Rate For Line Clearance Only. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 Tree Trimmed Line Clearance Specialist 20.5% of Hourly Wage Paid + $ 5.48 NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay OVERTIME PAY See (B, E, P) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 8, 16, 23, 24, 25, 26) on HOLIDAY PAGE NOTE: Time and One Half the Hourly Rate plus Holiday Pay if Worked 4-1049/Tree Electrician 05/01/2010 JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Telephone & Intergreted Tele- Data Sytems Electrician 07/01/2009- 06/01/2010 05/31/2010 $ 33.31 $ 34.22 DISTRICT 4 "PLEASE NOTE" This rate classification applies to ALL Voice, Data & Video work.: Excluding Fire Alarm Systems and Energy Managment Systems (HVAC Controls), in these cases the regular Electrician rate applies. To ensure proper use of this rate please call Nassau Offices at (516)228-3915 or Suffolk Offices at (631)6874882. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009- 06/01/2010 05/31/2010 Electrician 15.5% of Hourly 15.5% of Hourly Wage Paid + Wage Paid + $14.89 $15.44 NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE 4-25tela Electrician 05/01/2010 JOB DESCRIPTION Electrician Page 32 DISTRICT 4 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01 ~2009- 06/01/2010 05/31/2010 Electrcian Electrical Maintenance $ 36.70 $ 37.70 "PLEASE NOTE" Applicableto"EXISTING ELECTRICAL SYSTEMS"including, butnotlimitedto TRAFFIC SIGNALS & STREET LiGHTING. Nd used ~r addons. ** IMPORTANT NOTICE - EFFECTIVE 04/01/2009 ** Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday, with one-half (1/2) hour allowed for a lunch period. NOTE - In order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work Schedule,' form PW30R; additionally, there must be a dispensation of hours in place on the project. SUPPLEMENTAL BENEFITS Per Hour: Electrcian 12% of Hourly 12% of Hourly Wage Paid + Wage Paid + $14.40 $14.94 NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay OVERTIME PAY See (B, E2, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Term(s) at the following Percentage of Journeyman(s) Wage: 1st Yr 2nd Yr 3rd Yr 4th Yr 5th Yr 40% 50% 60% 70% 80% Supplemental Benefits per hour Apprentice(s) 12% of Hourly 12% of Hourly Wage Paid + Wage Paid + $12.46 $12.65 NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay 4-25m Electrician 05/0112010 JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Electrician/VVireman HVAC Controls Fire Alarms (Iow volt included) 07/01/2009 $ 45.75 45.75 45.75 DISTRICT 4 Page 33 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 0t 2010 PRC Number 2010003942 Suffolk County PUMP & TANK WORK Electrcian/Wireman $ 35.20 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 Electrcian/Wireman (all catagories) 16.0% of Hourly Wage Paid + $ 22.69 NOTE: "Hourly Wage Paid" shall include any and all premium(s) OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(1 ) Year Terms at the following Percetage of Journeyman(s) Wage 1st 2nd 3rd 4th 5th 6th 35% 40% 45% 50% 60% 70% Supplemental Benefits per hour Apprentice(s) 1st Term 3% of Hourly Wage Paid + $ 4.54 2nd Term 3% of Hourly Wage Paid + $ 6.79 3rd Term 16.0% of Hourly Wage Paid + $10.21 4th Term 16.0% of Hourly Wage Paid + $11.35 5th Term 16.0%of Hourly Wage Paid + $13.61 6th Term 16.0% of Hourly Wage Paid + $15.88 NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay 4-25 JOB DESCRIPTION Electrician Lineman ENTIRE COUNTIES Nassau, Queens, Suffolk WAGES For Utility Distribution & Transmission Line Construction Per Hour: 07/01/2009- 04/03/2010 04/04/2010 DISTRICT 4 Page 34 Electrician Lineman 05/0tl2010 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Lineman/Splicer $ 43.35 $ 45.52 Material Man 37.71 39.60 Heavy Equip. Operator 34.68 36.42 Groundman 26.01 27.31 Flagman 19.51 20.48 Undergrond Natural Gasline Mechanic (2" or Less) 07/01/2009- 06/01/2010 05/31/2010 Journeyman U.G.Mech. $ 35.77 $ 37.92 ** IMPORTANT NOTICE - EFFECTIVE 04/01/2009 ** Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday. NOTE - In order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work Schedule,' form PW30R; additionally, there must be a dispensation of hours in place on the project. SUPPLEMENTAL BENEFITS Per Hour: Utility Distribution & Transmission Line Construction 07/01/2009- 04/03/2010 All Classifications 04/04/2010 24.5% of Hourly 25% of Hourly Wage Paid + Wage Paid + $ 6.95 $ 7.19 NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay Underground Natural Gas Mechanic Journeyman U.G.Mech. 07/01/2009- 06/01/2010 05/31/2010 $16.57 $ 17.97 OVERTIME PAY See (B, Q) on OVERTIME PAGE See (B,G,P) for Natural Gas Mechanic HOLIDAY Paid: See (5, 6, 8, 16, 23, 25, 26) on HOLIDAY PAGE Overtime: See (1) on HOLIDAY PAGE REGISTERED APPRENTICES 1000 hour Periods at the following Percentage of Journeyman's Wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 60% 65% 70% 75% 80% 85% 90% 4-1049 Line/Gas Elevator Constructor 05/01/2010 JOB DESCRIPTION Elevator Constructor ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk PARTIAL COUNTIES Rockland: Entire County except for the Township of Stony Point Page 35 DISTRICT 9 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Sutfolk County · Westohester: Entire County except for the Townships of Bedford, Lewisboro, Cortland, Mt. Kisco, North Salem, Pound Ridge, Somers and Yorktown. WAGES Per hour: 07/01/2009- 03/17/2010 03/16/2010 Elevator Constructor $ 49.78 $ 51.47 Elevator Modernization & Service/Repair $ 39.65 $ 40.93 SUPPLEMENTAL BENEFITS Per hou r: 07/01/2009- 03/17/2010 03/16/2010 Elevator Constructor $ 25.12 $ 26.44 Modernization & Service/Repair OVERTIME PAY Constructor. See ( C, O ) on OVERTIME PAGE. ModernJService See ( B, H ) on OVERTIME PAGE. $ 24.56 $ 25.86 HOLIDAY Paid: See (5, 6, 9, 11, 15, 16, 25) on HOLIDAY PAGE Overtime: See (5, 6, 9, 11, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES WAGES: Per Hour 07/01/2009- 03/16/2010 One (1) year terms at the following Pementage of Elevator Constructor Hourly Rate 1st Term 50% 50% 2nd Term 55% 55% 3rd Term 65% 65% 4th Term 75% 75% Modernization & Service/Repair: 1st Term 50% 50% 2nd Term 55% 55% 3rd Term 65% 65% 4th Term 75% 75% Supplemental Benefits per hour paid: Erevator Constructor: 1st Term 2nd Term 3rdTerm 4th Term Modernization & Service/Repair: 1st Term 2nd Term 3rdTerm 4th Term $ 20.04 $ 20.96 $ 21.88 $ 22.7O $ 20.32 $ 20.66 $ 21.53 $ 22.39 03/17/2010 $ 21.55 $ 22.14 $ 23.85 $ 24.05 $ 21.48 $ 21.82 $ 22.72 $ 23.61 9-1 Page 36 · Prevailing Wage Rates for 07/0112009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Glazier 05/0112010 JOB DESCRIPTION Glazier DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester WAGES Per hour: 07/01/2009- 05/01/2010 04/30/2010 Glazier $ 46.60 Scaffolding $ 47.60 Repair & Maintenance: Glazier $ 25.85 *Increase to be allocated at a later date Additional $ 3.45/hour* Additional $ 3.45/hour* Additional $1.00/hour* Repair & Maintenance- All repair & maintenance work on a particular building, whenever performed, where the total cumulative contract value is under $100,000.00. SUPPLEMENTAL BENEFITS Per hour paid: Journeyman .... $ 24.69 Glazier Repair & Maintenance**: OVERTIME PAY OVERTIME: $14.04 See (C*,D*O) on OVERTIME PAGE. * Denotes if an optional 8th hour is required same will be at the regular rate of pay. If 9th hour is worked then both hours or more ( 8th and 9th or more ) will be at the double time rate of pay. ** For Repair & Maintenance see ( B,F, P) on overtime page. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE The Following are paid holidays for the Repair & Maintenance Class: New Years day, Presidents day, Memorial day, Independents day, Labor day, Thanksgiving day, Day after Thanksgiving, and Christmas day. REGISTERED APPRENTICES Wage per hour: (1) year terms at the following wage rates. 1st term... $15.65 40% of Journeymans wage 2nd term... $ 23.33 50% ............... 3rd term... $ 28.85 60% .............. 4th term... $ 37.29 80% ................ Supplemental Benefits: (Per hour worked) 1st term .... $11.42 2nd term .... $16.63 3rd term .... $18.24 4th term .... $ 21.47 9-1281 (DC9 NYC) Page 37 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County · Insulator - Heat & Frost 05/0112010 JOB DESCRIPTION Insulator- Heat & Frost ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per hour: 07/01/2009- 01/06/2010 01/05/2010 Heat, Frost & Asbestos additional Insulator(s) $ 54.51 $ 2.00/hr DISTRICT 9 SHIFT WORK: 2nd Shift: Same wage and regular rate 3rd Shift: 14% premium on wage and benefits SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009- 01/05/2010 01/06/2010 Insulator(s) $ 24.11 OVERTIME PAY See (C, O, V) on OVERTIME PAGE Wage and benefits for 8th Hour to be paid at time and one half HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 11, 15, 16, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: Apprentice Insulator(s) 1 year terms at the following percentage of Journeyman's rates. 1st 2nd 3rd 4th 40% 60% 70% 80% Supplemental Benefits per hour: Apprentice Insulator(s) for Wage of $ 24.11 $24,11 9-12 Ironworker 05/01/2010 JOB DESCRIPTION Ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Wages: (Per Hour) 07/01/2009 Page 38 DISTRICT 9 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Structural ..... $ 41.05 Riggers ..... $ 41.05 Machinery Movers ..... $ 41.05 Machinery Erectors ..... $ 41.05 SUPPLEMENTAL BENEFITS Per Hour: Journeyman,. 07/01/2009 $ 52.50 OVERTIME PAY See (B*,E**,Q,V) on OVERTIME PAGE. * Time and one-half shall be paid for all work in excess of (8) eight hours at the end of a work day to a maximum of two hours on any regular work day (the ninth (9th) and tenth (10th) hours of work)and double time shall be paid for all work thereafter. ** Time and one-half shall be paid for all work on Saturday up to eight (8) houm and double time shall be paid for all work thereafter. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 18, 19) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (Per Hour) Six (6) month terms at the following wage rate. 1st 2nd 3rd 4th 5th 6th $21.82 22,42 23.02 23.02 23.02 23.02 Supplemental Benefits: (Per Hour) 07/01/2009 $ 37.85 9-40/361-Str Ironworker 05/01/2010 JOB DESCRIPTION Ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester PARTIAL COUNTIES Rockland: Southern Section WAGES Per hour: 07/01/2009 Reinforcing & Metal Lathing... $ 49.87 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 33.01 OVERTIME PAY See (*A, E, Q, **V) on OVERTIME PAGE OVERTIME: See (A*,E,Q,V**) on OVERTIME PAGE. *,** All ovedime in excess of ten (10)hours shall be paid at double wage. Page 39 DISTRICT 9 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County HOLIDAY Paid: Overtime: REGISTERED APPRENTICES Wage per hour: (1) year terms at the following wage rates: 1st $ 28.55 Supplemental Benefits per hour paid: 1st $ 22.56 See (1) on HOLIDAY PAGE See (5, 6, 8, 11, 13, 18, 19, 25) on HOLIDAY PAGE 2nd 3rd $ 33.15 $ 38.21 2nd 3rd $ 24.21 $ 25.36 9-46Reinf Ironworker 05/01/2010 JOB DESCRIPTION ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 07/01/2009 DISTRICT 9 Ornamental $ 39.85 Chain Link Fence $ 39.85 Guide Rail installation $ 39.85 Shift Work: Minimum duration of 5 days. Monday thru Friday: When two or three shifts are employed, each shift shall work 7 hour days and be paid for 10 1/2 hours. Shifts not completing the full 7 hours shall be paid 1 1/2 times the straight-fime rate for the hours worked. Monday thru Friday: (Guardrail & Sign work only) When two or three shifts are employed, each shift shall work 7 hours and be paid for 9 hours. Shifts not completing the full 7 hours shall be paid at 1 1/2 times the straight rate for hours worked. Saturday, Sunday, Holidays: When two or three shifts are employed, each shift shall work 7 hour days and be paid for 15 3/4 hours. Shifts not completing the full 7 hours shall be paid 2 1/4 times the straight-time rate for the hours worked. SUPPLEMENTAL BENEFITS Per hour paid: 07/01/2009 Journeyman: $ 36.17 OVERTIME PAY OVERTIME: See (A*,D1,E**,Q,V) on OVERTIME PAGE. *Time and one-half shall be paid for all work in excess of seven (7) hours at the end of a work day to a maximum of two (2) hours on any regular work da (8th & 9th hours of work) and double time shall be paid for all work thereafter. **Time and one-half shall be paid for all work on Saturday up to seven (7) hours and double time shall be paid for all work thereafter. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES 1st term represents first 1-4 months, thereafter (1/2) year terms at the following percentage of Journeyman's wage. APPRENTICES: 1st 2nd 3rd 4th 5th 6th 50% 50% 55% 60% 70% 80% Supplemental Benefits per hour paid: Page 40 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor · Last Published on May 01 2010 PRC Number 2010003942 Suffolk County 07/01/2009 APPRENTICES: 1st Term $ 28.69 2nd Term 28.69 3rdTerm 29.41 4th Term 30.33 5th Term 31.55 6th Term 32.97 9-580-Or Ironworker 05/01/2010 JOB DESCRIPTION Ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 07/01/2009 Derrickman/Rigger $ 52.50 07/01/2010 Additional $1.50' DISTRICT 9 *Increase to be allocated at a later date SUPPLEMENTAL BENEFITS Journeyman 07/01/2009 OVERTIME PAY OVERTIME $ 27.03 See (A*,D1,E**,Q,V)on OVERTIME PAGE. *Time and one-half shall be paid for all work in excess of seven (7) hours at the end of a work day to a maximum of two hours on any regular work day (the eighth (Sth) and ninth (9) hours of work) and double time shall be paid for all work thereafter. **Time and one-half shall be paid for all work on Saturday up to seven (7) hours and double time shall be paid for all work thereafter. HOLIDAY Paid: See (1) on HOLIDAY PAGE Over[ime: See (5, 6, 8, 10) on HOLIDAY PAGE' HOLIDAY: Paid: ........ See (1) on HOL[DAY PAGE. Ovedime:....See (5', 6*, 8**, 24'**, 25**) on HOLIDAY PAGE. *No work shall be performed on this day, except in cases of emergency. Such work shall be done at doubre time rate of pay. **Double time rate of pay. ***Work stops at schedule lunch break with full day's pay. REGISTERED APPRENTICES Wage per hour: (1/2) year terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 50% 50% 70% 80% 90% Supplemental benefits per hour paid: Registered Apprentice 1st year All others 50% of journeyman's rate 75% of journeyman's rate 07/01/2010 $ 27.03 6th 90% 9-197D/R Laborer - Building 05/01/2010 Page 41 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County · JOB DESCRIPTION Laborer- Building ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Building Laborer Asbestos Abatement Worker (Re-Roofing see Roofer) 07/01/2009 $ 31.85 $ 31.50 SUPPLEMENTAL BENEFITS Per Hour: Building Laborer Asbestos Worker 07/01/2009 $ 22.51 $11.60 OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Regular Hours Work Terms (Not Available for Abatment Work) TERM #1 1 hrto 1000hfs TERM #2 1001 hrs to 2000hfs TERM #3 2001hrs to 3000hrs TERM #4 3001 hrs to 4000hm Wages per hour: APPRENTICES (Not Allowed on Abutment Work) TERM #1 $16.00 TERM #2 19.00 TERM #3 21.75 TERM #4 24.50 Supplemental Benefits per hour: APPRENTICES TERM #1 $14.59 TERM #2 16.16 TERM #3 16.92 TERM ~ 17.77 DISTRICT 4 4-66 Laborer - Heavy&Highway JOB DESCRIPTION Laborer- Heavy&Highway DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Laborer (Heavy/Highway): GROUP # 1: Asphalt Rakers, Concrete Curb Formsetters. GROUP # 2: Asphalt Shovelers, Roller Boys and Tampers. GROUP # 3: Basic Laborer, Power Tool(Jackhammer), Landscape Construction, Traffic Control Personnel(flaggers). WAGES PER HOUR: 07/01/2009 Page 42 05/01/2010 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Depar[ment of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County GROUP # 1 $ 33.89 GROUP # 2 $ 32.94 GROUP # 3 $ 30:05 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 ALL GROUPS $ 24.45 After Forty (40)paid Hours in a work Week $15.92 OVERTIME PAY See (B, E2, F) on OVERTIME PAGE NOTE: NOTE: HOLIDAY Paid: Ove~time: Premium Pay of 25% of wage for all Straight time hours on all New York State D.O.T. and other Goverment Mandated Off-Shift Work Hazardous Material Work add an Additional 10% of Houdy Rate See (1) on HOLIDAY PAGE See (1) on HOLIDAY PAGE REGISTERED APPRENTICES One (1) Year Terms at the following Pecentage of the Journeyman's Wage 1st 2nd 80% 90% Supplemental Benefits per hour: APPRENTICES After Forty (40)paid Hours in a work Week $ 24.45 $15.92 4-1298 JOB DESCRIPTION Mason ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2009 Brick/Blocklayer $ 48.50 SUPPLEMENTAL BENEFITS Per Hour: Brick/Block Layer 07/01/2009 $ 22.04 DISTRICT 9 OVERTIME PAY See (A, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES (800 hour) Terms at the following Percentage of Journeymans Wage: 1st 2nd 3rd 4th 5th 50% 60% 70% 80% 90% Page 43 Mason 05/01/2010 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Supplemental Benefits per hour: All Apprentices $13.11 9-1Brk Mason - Building 0510t/20t0 · ! JOB DESCRIPTION Mason - Building DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2009 Building: Tile Finisher $ 37.68 SUPPLEMENTAL BENEFITS Journeyman $ 21.40 OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10, 11, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour paid) ( 750 hour ) terms at the following percentages of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 75% 85% 7th 9O% 8th 95% Supplemental Benefits: (per hour paid) (750) hour terms at the following percentages of journeyman's wage: Apprentices. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 75% 85% 7th 9O% 8th 95% 9-7/88-tf Mason - Building 05/01/2010 JOB DESCRIPTION Mason - Building ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 07/01/2009 Building:Marble Restoration Marble, Stone, etc & Polisher $ 36.26 Marble, Stone, etc Fin[shem $18.94 SUPPLEMENTAL BENEFITS Journeyman: 07/01/2009 Polisher $19.80 Finisher 10.47 OVERTIME PAY See (A, E, Q, V) on OVERTIME PAGE HOLIDAY Paid: See (*5, 6, 11, 15) on HOLIDAY PAGE Overtime: See (5, 6, 11, 15) on HOLIDAY PAGE Page 44 DISTRICT 9 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County * Journeymen receive 1/2 days pay for Labor Day. Cleaner, Maintenance and 1ST three terms of Apprentices see ( 5, 6, 11, 15 )on HOLIDAY PAGE. All others See ( 1 ) on HOLIDAY PAGE. REGISTERED APPRENTICES Wages: (per hour worked) Polisher: 900 hour terms at the following percentage of Journeyman's wage. Term: 1st 2nd 3rd 4th Hours: 1- 901- 1801- 2701- 900 1800 2700 3600 70% 80% 90% 100% Finisher: 750 hour terms at the following percentage of Journeyman's wage. Term: 1st 2nd 3rd 4th 5th 6th 7th Houm: 1- 751- 1501- 2251- 3001- 3751- 4501- 750 1500 2250 3000 3750 4500 5250 70% 74% 78% 82% 88% 96% 100% Supplemental Benefits: (per hour worked) Polisher: 07/01/2O09 Term wage % of $6.50 plus $13.30 Finisher: $10.47 9-7/24 Mason - Building 05/01/2010 JOB DESCRIPTION Mason - Building DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2009 Building: Tile Setters $ 46.83 Shift Work: 12:01am Monday- 12:00midnight Friday $ 58.53 12:01am Saturday- 12:midnight Saturday $ 70.24 12:01am Sunday- 12:00midnight Sunday SUPPLEMENTAL BENEFITS Journeyman: OVERTIME PAY See (A, E, Q, *V) on OVERTIME PAGE *Applicable to Shift Work ONLY HOLIDAY Pa[d: $ 93.66 $ 24.65 See (1) on HOLIDAY PAGE Page 45 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County · Overtime: See (5, 6, 8, 10, 11, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: (750 hr)terms at the following wage rates. Term: 1st 2nd 3rd 4th 5th Hours: 1- 751- 1501- 2251- 3001- 750 1500 2250 3000 3750 Wages: $22.73 25.18 29.93 32.26 34.72 6th 7th 8th 9th 3751- 4501- 5251- 6001- 4500 5250 6000 6750 39.47 41.82 44.10 45.32 Supplemental Benefi~ per hour paid: Term: 1st 2nd 3rd 4th 5th Hours: 1- 751- 1501- 2251- 3001- 750 1500 2250 3000 3750 Supps. $12.00 13.03 15.23 16.37 17.38 6th 7th 8th 9th 3751- 4501- 5251- 6001- 4500 5250 6000 6750 19.58 20.70 21.90 24.15 9-7/52 Mason - Building 0510t/2010 JOB DESCRIPTION Mason - Building ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Building: Mosaic & Terrazzo Mechanic Mosaic & Terrazzo Finisher SUPPLEMENTAL BENEFITS 07/01/2009 $ 42.14 $40.65 Journeyman: $ 29.26 DISTRICT 9 OVERTIME PAY See (A, E, Q, V) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: (750 Hour) terms at the following pementage of the Terrazzo Mechanic's wage. 1 st 2nd 3rd 4th 5th 6th 1- 751- 1501- 2251- 3001- 3751- 750 1500 2250 3000 3750 4500 50% 55% 65% 70% 75% 85% Supplemental benefits per hour paid: (750 hour) terms at the following percentage of Terrazzo Mechanic's benefit. 1 st 2nd 3rd 4th 5th 6th 1- 751- 1501- 2251- 3001- 3751- 750 1500 2250 3000 3750 4500 50% 55% 65% 70% 75% 85% 7th 4501- 5250 90% 7th 4501 - 5250 90% 8th 5251- 6000 95% 8th 5251- 6000 95% 9-7/3 Mason - Buildin~l / Heavy&Hi~lhwav JOB DESCRIPTION Mason - Building / Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Page 46 DISTRICT 9 05/01/2010 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County NOTE: Shall include but not limited to Precast concrete slabs (London Walks) Marble and Granite pavers 2'x 2' or larger. Per Hour: 07/0112009 Stone Setter $ 55.34 Stone Tender $ 36.68 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 Stone Setter $ 23.23 Stone Tender $15.28 OVERTIME PAY See (*C, **E, Q) on OVERTIME PAGE * On weekdays the eighth (8th) and ninth (9th) hours are time and one-half all work thereafter is paid at double the hourly rate. ** The first seven (7) hours on Saturday is paid at time and one-half all work thereafter is paid at double the hourly rate. HOLIDAY Paid: See (8, 25) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE REGISTERED APPRENTICES Per Hour: 07/01/2009 Stone Setter(750 hour) terms at the following wage rate per hour: 1st 2nd 3rd 4th 5th 6th term term term term term term $27.71 $32.15 $36.58 $41.02 $45.45 $49.89 Supplemental Benefits for all terms 07/01/2009 $14.69 9-1Stn Mason - Building / Heavy&Highway JOB DESCRIPTION Mason - Building / Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 07/01/2009 $ 41.30 $ 24.33 750 hourterms atthefoliowing percentage of Journeyman's wage. 1st 2nd 3rd 4th 5th 6th 1- 751- 1501- 2251- 3001- 3751- 750 1500 2250 3000 3750 4500 Page 47 7th 4501- 5250 8th 5251- 6000 05/01/2010 DISTRICT 9 Marble-Finisher SUPPLEMENTAL BENEFITS Journeyman OVERTIME PAY See (C, O, V) on OVERTIME PAGE HOLIDAY Paid: See (*2) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 15, 25) on HOLIDAY PAGE * 1/2 Day for Labor Day. REGISTERED APPRENTICES Wages: Prevailing Wage Rates for 07/0t/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County · 50% 55% 65% 70% 75% Supplemental Benefits: 07/01/2009 lst-6th terms $14.50 + term wage % of $9.83 7th end 8th terms $24.33 85% 90% 95% 9-7/20-MR Mason - Heaw&Hii3hway 05/01120t0 JOB DESCRIPTION Mason ~ Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2009 (MASON) Pointer, Cleaner & Caulkem $ 41,19 DISTRICT 9 SUPPLEMENTAL BENEFITS Pointer, Cleaners & $ 21.32 Caulkers OVERTIME PAY See (B, E2, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6)on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (Per hour) One (1) year terms at the following wage rates. 1st 07/01/2009 $ 22.16 Apprentices Supplemental Benefits: (per hour paid) 2nd $ 25.41 3rd $ 30.14 4th $ 36.57 07/01/2009 1st 2nd 3rd 4th $ 3.15 $ 7,21 $10.21 $10.21 9-1PCC Mason - Heavy&Highway JOB DESCRIPTION Mason- Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2009 DISTRICT 9 Cement Mason $ 47.50 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 Cement Mason $ 26.61 OVERTIME PAY See (D, O, V) on OVERTIME PAGE Page 48 05/01/2010 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 13, 25) on HOLIDAY PAGE REGISTERED APPRENTICES ( 1 ) year terms at the following Percentage of Journeymans Wage. 1st Term 50% 2nd Term 60% 3rd Term 70% Supplement Benefits per hour paid: Apprentices: 1st term $17.25 2nd term 19.13 3rd term 20.99 9-780 Operatin~ Engineer - Building JOB DESCRIPTION Operating Engineer- Building ENTIRE COUNTIES Nassau, Suffolk WAGES BUILDING CATEGORIES: 05/01/2010 DISTRICT 4 CLASS" AA "CRANES: Crane, Truck Crane, Derrick, Dragline, Dredge, Crawler Crane, Tower Crane & Pile Driver. CLASS "A": Asphalt Spreader, Backhoe Crawler, Boiler, Boring Machine, Cherry Picker (over 50 tons), Concrete Pump, GradaH, Grader, Hoist,Loading Machine (10 yds. or more), Milling Machine, Power Winch - Stone Setting/Structural Steel & Truck Mounted, Powerhouse, Road Paver, Scoop-Carryall-Scraper in Tandem, Shovel, Sideboom Tractor, Stone Spreader (self-propelled), Tank Work, Tower Crane Engineer. CLASS "B": Backhoe, Boom Truck, Bulldozer, Boring Machine/Auger, Cherry Picker (under 50 Tons), Conveyor-Multi, Dinkey Locomotive, Fork Lift, Hoist (2 Drum), Loading Machine & Front Loader, Mulch Machine (Machine Fed), Power Winches (Not Included in Class "A"), Asphalt Roller, Hydraulic Pump with Boring Machine, Scoop, Carryall, Scaper, Maintenance Man on Tower Crane, Trenching Machine, Vermeer Cutter, Work Boat. CLASS "C": Curb Machine, Maintenance Engineer (Small Equip. & Well Point), Field Mechanic, Milling Machine (Small), Pulvi Mixer, Pumps (all), Roller (dirt), Ridge Cutter, Vac-All, Shotblaster, Striping Machine, Interior Hoist, Concrete Finish Machine, ConcreteSpreader, Conveyer, Curing Machine, Hoist (one drum). CLASS "D": Concrete Breaker, Concrete Saw/Cutter, Fork Life or Walk Behind (power operated), Generator, Hydra Hammer, Compactors (mechanical or hand operated), Pin Puller, Portable Heaters, Power Booms, Power Buggies, Pump (double action diaphragm). CLASS "E": Batching Plant, Generator, Grinder, Mixer, Mulching Machine, Oiler, Pump (gypsum), Pump (single action diaphragm), Stump Chipper, Track Tamper, Tractor (caterpiller or wheel), Vibrator, Deckhand on Workboat. 07/01/2009 Class "AA" Cranes: Boom length over 100 feet add $1,00 per hour "150 .... $1.50 .... "250 .... $ 2.00 .... "350 .... $ 3.00 .... $ 55.50 Class "A" *Add $3.50 for Hazardous Waste Work $ 46.04* Class "B" *Add $2.50 for Hazardous Waste Work $ 43.65* Page 49 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Class "C" $ 42.06* *Add $1.50 for Hazardous Waste Work Class "D" $ 38.85 Class "E" $ 37.24 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 ALL CLASSES $ 28.19 NOTE: Overtime Rate $ 22.85 OVERTIME PAY See (D, O) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE "NOTE": Employee must be employed day before and day after a holiday to receive holiday pay. REGISTERED APPRENTICES One(l) Year Terms at the following Rate: 07/01/2009 1st Term $ 20.84 2nd Term 21.67 3rd Term 22.33 Supplemental Benefits per hour: APPRENTICES Note: OVERTIME AMOUNT $15.89 5.85 4-138 Operating En_qineer - Building / Heavy&Highway JOB DESCRIPTION Operating Engineer- Building / Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2009 Well Driller $ 30.51 Well Driller Helper $ 26.83 Hazardous Waste Differential Added to Hourly Wage: Level A $ 3.00 Level B 2.00 Level C 1.00 Monitoring Well Work Add to Hourly Wage: Level A Level B SUPPLEMENTAL BENEFITS Per Hour: 05/01/2010 DISTRICT 4 $ 3.00 2.00 07/01/2009 Page 50 Prevailing Wage Rates for 07/0112009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk Courtly Well Driller Well Drller He~per $10% of straight time rate plus $ 9.95 (NOTE) Additional $3.00 for Premium Time OVERTIME PAY See (B, E, G, P) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 16, 23) on HOLIDAY PAGE Overtime: See (5, 6, 16, 23) on HOLIDAY PAGE Ol~erating Engineer - Heavy&Highway 4-138well 05101/2010 JOB DESCRIPTION Operating Engineer- Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES Party Chief- One who directs a survey party Instrument Man - One who runs the instrument and assists Party Chief Rodman - One who holds the rod and in generat, assists the survey party Categories cover GPS & Under Ground Surveying Per Hour: 07/01/2009 Heavy Highway/Building Party Chief $ 52.90 Instrument Man 39.64 Rodman 34.84 Steel Erection Party Chief $ 53.26 Instrument Man 41.77 Rodman 28.43 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 Heavy Highway/Building $ 24.20 Steel Erection $ 24.20 OVERTIME PAY See (B, *E, Q) on OVERTIME PAGE * Doubletime paid on the 9th hour on Saturday. HOLIDAY Paid: See (5, 6, 8, 11, 12, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 12, 15, 25) on HOLIDAY PAGE DISTRICT 4 4-15D-N/S co. Operatin.q Engineer - Heavy&Highway JOB DESCRIPTION Operating Engineer- Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES HEAVY/HIGHWAY CATEGORIES: CLASS "AA" CRANES: Crane, Truck Crane, Derrick, Dragline, Dredge, Crawler Crane, Tower Crane, Pile Driver. DISTRICT 4 CLASS "A": 05/01/2010 Page 51 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County · Asphalt Spreader, Backhoe Crawler, Boiler Cherrypicker (over 50 tons), Concrete Pump, Grader, Gradall, Hoist Loading Machine 10 yds. or more), Milling Machine, Power Winch-Stone Setting/Structural Steel or Truck Mounted, Powerhouse, Road Paver, Scoop-CarryalI-Scaper in Tandem, Shovel, Sideboom Tr~lctor, Stone Spreader (self propelled), Tank Work, Track Alignment Machine. CLASS "B": Backhoe, Boom Truck, Bulldozer, Boring Machine/Auger, Cherry Picker (under 50 tons), Conveyor-Multi, Dinky Locomotive, Fork Lift, Hoist (2 drum), Loading Machine & Front Loader, Mulch Machine (machine fed), Power Winches (all others not included in CLASS A), Asphalt Roller, Hydraulic Pump with Boring Machine, Scoop, Carryall, Scaper, Maintenance Man on Tower Crane, Trenching Machine, Vermeer Cutter, Work Boat. CLASS "C": Curb Machine, Maintenance Engineer (Small Equip. & Well Point), Field Mechanic, Milling Machine (Small), Pulvi-Mixer, Pumps, Roller (Dirt), Vac-AII, Welding/Burning, Compressor (Structural Steel & 2 or more Batteries), Concrete Finish Machine, Concrete Spreader, Conveyor, Curing Machine, Fireman, Hoist (One Drum), Ridge Cutter, Striping Machine, Welding Machine (Structural Steel & Pile Work). CLASS "D": Compressor (Pile,Crane,Stone Setting), Concrete Saw Cutter/Breaker, Work Lift (Walk Behind,Power Operated), Generator (Pile Work),Hydra Hammer, Hand Operated Compactor, Pin Puller, Portable Heater, Powered Broom/Buggy/Grinder, Pump (Single Action-1 to 3 Inches/Gypsum/Double Action Diaphragm), Hand Trenching Machine, Welding Machine. CLASS "E": Batching Plant, Generator, Grinder, Mixer, Mulching Machine, Oiler, Pump (Centrifugal up to 3 In.), Root Cutter, Stump Chipper, Oiler on Tower Crane, Track Tamper, Tractor, Vibrator, Deckhand on Work Boat. 07/01/2009 Class "AA" Cranes: Boom Length over 100 feet add $1.00 per hour "150" "$1.50 .... "250" , $2.00 .... "350" "$3.00"" $ 54.85 Class "A" *Add $3.50 for Hazardous Waste Work. $ 48.47* CJass 'B" *Add $2.50 for Hazardous Waste Work. $ 45.24* Class "C" *Add $1.50 for Hazardous Waste Work $ 43.61' Class "D" $ 40.33 Class"E" $ 38.71 "NOTE": PREMIUM PAY of 25% on straight time hours for NEW YORK STATE- D.O.T. and other GOVERNMENTAL MANDATED off-shift work. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 ALL CLASSES $ 28.44 Note: OVERTIME AMOUNT $ 22.85 OVERTIME PAY See (D, O) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 8, 9, 15) on HOLIDAY PAGE "NOTE": Employee must be employed day before and day after a holiday to receive holiday pay. REGISTERED APPRENTICES One(l) Year Terms at the following Rate: 1st Term $ 20.84 2ndTerm 21.67 3rdTerm 22.33 Page 52 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County APPRENTICES $15.89 Note: OVERTIME AMOUNT 5.85 4-138 Operating Engineer - Marine Construction 05/01/2010 JOB DESCRIPTION Operating Engineer- Marine Construction DISTRICT 4 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per Hour: DREDGING OPERATIONS 07/01/2009 CLASS A Operator, Leverman, Lead Dredgeman $ 32.89 CLASS A1 Dozer, Front Loader Operator To Conform to Operating Engineer Prevailing Wage in Locality where Work is being Performed including Benefits. CLASS B Spider/Spill Barge Operator, Tug Operator(overl000hp), Operatorll, Fill Placer, Derrick Operator, Engineer, Chief Mate, Electrician, Chief Welder, Maintenance Engineer $ 28.49 Certified Welder, $ 26.84 Boat Operator(licensed) CLASS C Drag Barge Operator, $ 26.14 Steward, Mate, Assistant Fill Placer, Welder (please add) $ 0.06 Boat Operator $ 25.29 CLASS D Shoreman, Deckhand, $ 21.09 Rodman, Scowman, Cook, Messman, Porter/Janitor Oiler(please add) $ 0.09 SUPPLEMENTAL BENEFITS Per Hour: THE FOLLOWING SUPPLEMENTAL BENEFITS APPLY TO ALL CATEGORIES 07/01/2009 All Classes A & B (overtime hours add) $ 8.05 plus 7% of straight time wage $ 0.63 Page 53 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County All Class C (overtime hours add) $ 7.75 plus 7% of straight time wage $ 0.48 All Class D (overtime hours add) OVERTIME PAY See (B, F, R) on OVERTIME PAGE HOLIDAY Paid: Overtime: $ 7.45 plus 7% of straight time wage $ 0.23 See (1) on HOLIDAY PAGE See (5, 6, 8, 15, 26) on HOLIDAY PAGE 4-25a-MarConst JOB DESCRIPTION Operating Engineer- Trenchless Pipe Rehab ENTIRE COUNTIES Nassau, Suffolk WAGES DISTRICT 4 IMPORTANT NOTE: Rates posted apply to Nassau and Suffolk counties only. Per Hour: 07/01/2009 DSET/DSSET Operator $ 31.50 Robotic Unit Operator 31.50 DDCC Injection Operator 31.50 Technician/Equipment Operator 27.00 AM LinedHydra Seal Installer 27.00 Hobas Pipe, Polyethyene Pipe or Pull and Inflate Liner Inst. 27.00 SUPPLEMENTAL BENEFITS Per Hour Worked All Classifacations $11.34 OVERTIME PAY See (B, H) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE REGISTERED APPRENTICES At One Year Terms (Per Hour) First Year Second Year ThirdYear FouAh Year $16.00 16.75 17.25 18.00 Page 54 Operating Engineer - Trenchless Pipe Rehab 05/01/2010 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Supplemental Benifit (Per Hour Worked) All Terms $11.34 4-138TrchPReh Painter 05/01/2010 JOB DESCRIPTION Painter DISTRICT 9 ENTIRE COUNTIES Nassau, Suffolk WAGES Per hour: Drywall Taper SUPPLEMENTAL BENEFITS Per hour worked: 07/01/2009 $ 35.00 Journeyman $23.14 OVERTIME PAY See (A, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (4, 5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages(per Hour) 07/01/2009 1st Year $13.25 2nd Year 17.50 3rd Year 21.00 4th Year 28.00 Suppemental Benefits: (per Hour) 1 st year $10.27 2nd Year 13.50 3rd year 16.26 4th year 21.34 9-NYDCT9-DWT JOB DESCRIPTION Painter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester WAGES (Per hour) 07/01/2009 Brush / Taper $ 35.00 Spray & Scaffold 38.00 Fire Escape 38.00 Decorator 38.00 Paperhanger/Wall Coverer 36.83 SUPPLEMENTAL BENEFITS ( per hour worked ) 07/01/2009 Paperhanger $ 27.25 All others 23.14 OVERTIME PAY See (A, H) on OVERTIME PAGE HOLIDAY Page 55 DISTRICT 9 Painter 05/01/2010 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County · Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Indentured after 5/31/93 ( 1 ) year terms at the following wage rate. (per hour) Appr 1st term... $13.25 Appr 2nd term... 17.50 Appr 3rd term... 21.00 Appr 4th term... 28.00 Spplemental benefis: (per Hour worked) Appr 1st term,.. $10.27 Appr 2nd term,., 13,50 Appr 3rd term,.. 16,26 Appr 4th term... 21.34 9-NYDC9-B/S Painter - Bridge & Structural Steel 05/01/2010 JOB DESCRIPTION Painter- Bridge & Structural Steel DISTRICT 9 ENTIRE COUNTIES Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington, Westchester WAGES (Per Hour Worked) 07/01/2009 10/01/2009 10/01/2010 STEEL: Bridge Painting $ 45.25 $ 45.50 $ 46.25 Power Tool/Spray $ 51.25 $ 51.50 $ 52.25 Shift Work: Where project specifications and/or contract provide for night work outside the regular hours of work, and said night work is performed on a second shift, which is separate frora the first crew, the night shift employees shall be paid an additional 10% of the regular wage up to seven (7) hours, after which they shall be paid at time and one half the regular wage. If only a night shift is employed, the employees shall be paid at time and one half. Note: For Bridge Painting Contracts, ALL WORKERS on and off the bddge (including Flagmen) are to be paid Painter's Rate; the contract must be ONLY for Bridge Painting. SUPPLEMENTAL BENEFITS Per Hour Worked: 07/01/2009 10/01/2009 10/01/2010 Journeyman $ 28.31' $ 29.90* $ 31.04' $ 28.31'* $ 29.90** $ 31.04'* Houdy Rate after 40 hours from May 1st to Nov. 15th $5.00 only $6.00 only $6.75 only Hourly Rate after 50 hours from Nov. 16th to April 30th $5.00 only $6.00 only $6.75 only *For the period of May 1st to November 15th: This rate shall be paid up to maximun of forty (40) hours worked per week. For all hours exceeding 40, the hourly rate shall drop to the hourly rate shown above by date. EXCEPT for the first and last week of employment on the project, and for the weeks of Memorial Day, Independence Day and Labor Day, this rate shall be paid for the actual number of hours worked. **For the period of November 16th to April 30th: This rate shall be paid up to a maximun of fifty (50) hours worked per week. For all hours exceeding 50, the hourly rate shall drop to the hourly rate shown above by date. OVERTIME PAY See (A, F, R) on OVERTIME PAGE Page 56 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County *Note: When calculating overtime pay for the Power Tool/Spray classification, add Six dollars to the hourly overtime rate calculated for the "Bridge Painting" classification. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (4, 5) on HOLIDAY PAGE REGISTERED APPRENTICES (wage per hour Worked): (1) year terms at the following percentage of Journeyman's wage. Apprentices: 1st 2nd 3rd 07/01/2009 40% 60% 80% Supplemental Benefits: 1st Term: Same as Journeyman excluding the additional $5.00 per hour paid. 2nd and 3rd term: Same as Journeyman 9-DC-9/806/155-BrSS Painter - Line Striping 05/01/2010 JOB DESCRIPTION Painter- Line Stdping DISTRICT 9 ENTIRE COUNTIES Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington, Westchester WAGES Per hour: Painter (Striping-Highway): Striping-Machine Operator* Linerman Thermoplastic 07/01/2009 $ 25.53 $ 30.79 Note: * Includes but is not limited to: Positioning of cones and directing of traffic using hand held devices. Excludes the DrivedOperator of equipment used in the maintenance and protection of traffic safety SUPPLEMENTAL BENEFITS Per hour paid: Journeyman: OVERTIME PAY See (B, E, P, S) on OVERTIME PAGE HOLIDAY Paid: Overtime: 07/01/2009 $ 9.97 + 7% of wage See (5, 20) on HOLIDAY PAGE See (5, 8, 11, 12, 15, 16, 17, 20, 21, 22) on HOLIDAY PAGE 9-8N28A-LS Painter - Metal Polisher 05/01/2010 JOB DESCRIPTION Painter- Metar Polisher DISTRICT 9 ENTIRE COUNTIES Albany, Alregany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Corumbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffo k, Su van, Tioga, Tompk ns, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES 07/01/2009 Metal Polisher $ 24.85* *Note: All workers shall be paid an additional premium in an amount equal to twenty (20%) percent of their basic straight time rate of pay for all time worked on hanging scaffolds and on standing scaffolds while working more than 34 feet off the ground. Such premium are to be paid on top of their straight time or overtime, whichever is applicable. This also applies to employees erecting scaffolding. SUPPLEMENTAL BENEFITS Page 57 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Per Hour: 07/01/2009 Journeyman: $11.02 OVERTIME PAY See (B, E, Q, T) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 11, 15, 16, 25, 26) on HOLIDAY PAGE Overtime: See (5, 6, 9, 11, 15, 16, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES 55% of Basic Polisher Rate 9-SN28A-MP Plasterer 05/01/2010 JOB DESCRIPTION Plasterer ENTIRE COUNTIES Kings, Nassau, Queens, Suffolk PARTIAL COUNTIES New York: Includes work in all Islands in New York City, except Manhattan. WAGES Per hour: 07/01/2009 $ 35,53 $ 21.80 Building: Plasterer/Traditional SUPPLEMENTAL BENEFITS Per hour worked: Journeyman OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Over[ime: See (5, 6, 8, 11, 13, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour) DISTRICT 9 ( 1 ) year terms at the following % journeyman's wage rate. First year: 1st 6 months 2nd 6 months 40% 45% Second year: 1st 6 months 2nd 6 months 55% 60% Third year: 1st 6 months 2nd 6 months 70% 75% Supplemental Benefits: (per hour paid): (1) year term broken down into six month periods: 1 st year: 1st six months $ 8.37 2nd six months 9.35 3rd six months 11.35 4th six months 12.33 5th six months 14.33 6th six months 15.33 9-530-Z1 Page 58 DISTRICT 4 JOB DESCRIPTION Plumber Plumber 05/01/2010 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2009- 05/01/2010 04/30/2010 Plumbed PUMP & TANK $ 42.24 $ 42.49 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009- 05101/2010 04/30/2010 Plumber $19.57 $ 20.82 OVERTIME PAY See (B, N, V) on OVERTIME PAGE (V) Sunday & Holidays Only HOLIDAY Paid: See (1) on HOLIDAY PAGE Over[ime: See (5, 6, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms at the Following Wage Per Hour: 07/0112009- 05/01/2010 04/30/2010 1st Term $ 9.77 $ 9.85 2ndTerm 15.37 15.47 3rdTerm 20.96 21.09 4th Term 26.80 26.95 Supplemental Benefits per hour: 1st Term $ 8.39 $ 9.69 2ndTerm 8.89 10.29 3rdTerm 9.39 10.89 4th Term 9.64 11.24 4-200 Pump & Tank Plumber 0510112010 JOB DESCRIPTION Plumber ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2009- 05/01/2010 04/31/2010 Plumber MAINTENANCE ONLY $ 28.07 $ 29.46 (NOTE) Maintenance: Correction of preblem(s)with the existing fixture or group of fixtures, preventive repairs or servicing of said fixtures. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009- 05/01/2010 04/31/2010 DISTRICT 4 Plumber $ 9.40 $ 9.65 Page 59 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County MAINTENANCE ONLY OVERTIME PAY See (B, J) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms, WAGES Per Hour as Follows: 07/01/2009- 04/31/2010 05/01/2010 1st term $14.29 $15.00 2nd term $15.38 $16.15 3rd term $16.53 $17.35 4th term $17.72 $18.61 5th term $18.96 $19.91 SUPPLEMENTS PER HOUR 1st term $ '7.90 $ 8.19 2nd term $ 7.90 $ 8.19 3rdterm $ 7.90 $ 8.19 4thterm $ 7.90 $ 8.19 5th term $ 7.90 $ 8.19 4-200 Maintance Plumber 05/0112010 JOB DESCRIPTION Plumber ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Plumber 07/01/2009- 04/30/2010 $ 47.73 05/01/2010 $ 47.73 DISTRICT 4 SUPPLEMENTAL BENEFITS Per Hour: Plumber $ 26.68 $ 27.93 OVERTIME PAY See (A, O, V) on OVERTIME PAGE CODE "V" is only for SUNDAYS and HOLIDAYS WORKED HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms at the following percentage of Plumbers Rate: 1st Term 2nd Term 3rd Term 4th Term 5th Term 30% 40% 50% 60% 70% Supplemental Benefits per hour: 07/01/2009- 04/30/2010 05/01/2010 Page 60 Prevailing Wage Rates for 07/0112009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County 1st Term $13.37 $14.62 2nd Term 15.75 16.63 3rd Term 17.11 18.26 4th Term 18.63 19.78 5th Term 20.21 21.36 4-200 Roofer 05/0tl2010 JOB DESCRIPTION Roofer ENTIRE COUNTIES Nassau, Suffolk WAGES Rate Per Hour 07/01/2009 DISTRICT 4 RooferNVaterpmofer $ 37.50 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 Roofer/Waterproofer $ 25.37 OVERTIME PAY Per Hour: NEW ROOF SEE (B,E,Q) RE-ROOF SEE (B,E,E2,Q) HOLIDAY Paid: See (1) on HOLIDAY PAGE Over[ime: See (5, 6, 13, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES (1) Year terms at the folJowing pecentage of Roofers/Waterproofers Wage 1st 2nd 3rd 4th 40% 50% 70% 80% Supplemental Benefits per hour: 1st Term $ 2.00 2nd Term 6.33 3rd Term 14.67 4th Term 19.96 4-154 Sheetmetal Worker 05/0112010 JOB DESCRIPTION Sheetmetal Worker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2009 Sheetmetal Worker $ 45.40 Page 61 DISTRICT 4 Prevailing Wage Rates for 07/01 ~2009 - 06/30/2010 Published by/he New York State Department of Labor Last Published on May 01 2010 PRE; Number 2010003942 Suffolk County For Temporary Operation or Maintenance of Fans is 80% of Above Wage Rate SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 Sheetmetal Worker $ 35.18 OVERTIME PAY See (A, O) on OVERTIME PAGE For Fan Maintenance See Codes B & O HOLIDAY Paid: See (1) on HOLIDAY PAGE Over[ime: See (5, 6, 11, 15, 16, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES Per Hour: (1/2) Year Terms at the following percentage of journeyman's hourly wage: 1st 2nd 3rd 30% 35% 40% 4th 45% 5th 6th 7th 8th 50% 55% 60% 70% Supplemental Benefits per hour: 1st Term $14.56 2nd Term 16.32 3rd Term 17.92 4th Term 19.50 5th Term 21.07 6th Term 22.53 7th Term 24.44 8th Term 28.13 4-28 Sheetmetal Worker 05/0t/2010 JOB DESCRIPTION SheetmetalWorker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per Hour: 07/01/2009 DISTRICT 9 SIGN ERECTOR $39.70 *NOTE: Overhead Highway Signs and Structurally Supported Signs (See IRON WORKER CLASS) SUPPLEMENTAL BENEFITS PER HOUR 07/01/2009 $26.27 OVERTIME PAY See (A, F, S) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 11, 12, 16, 25) on HOLIDAY PAGE Page 62 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Overtime: REGISTERED APPRENTICES Wage per hour: 07/01/2009 Half (1/2) year terms at the following rate(s): 1st 2nd 35% 40% See (5, 6, 10, 11, 12, 16, 25) on HOLIDAY PAGE 3rd 45% 4th 5O% 5th 55% 6th 7th 8th 9th 10th 60% 65% 70% 75% 80% Supplemental Benefits per hour paid: Half (1/2) year terms at the following dollar amount 07/01/2009 1st $7.21 2nd $8.17 3rd $9.14 4th $10.10 5th $13.58 6th $15.41 7th $16.65 8th $17.92 9th $19.59 10th $21.19 9-137-SE Steamfitter 05/01/2010 JOB DESCRIPTION Steamfitter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour 07/01/2009- 12/29/2009 Steam Fitter $ 48.90 1~30~009 *Additional $ 2.50/Hr Sprinkler Fitter 48.90 *Additional $ 2.50/Hr For Work on Temporary Heat & Air Conditioning *Increase to be allocated at a later date, SUPPLEMENTAL BENEFITS Per Hour Steamfitter $ 41.56 Sprinkler Fitter 41.56 $ 37.16 *Additional $ 2.50/Hr DISTRICT 9 (For Work on Temporary $ 33.47 Heat & Air conditioning). OVERTIME PAY See (C, *E), O, V) on OVERTIME PAGE (*D) ON ALL HVAC AND MECHANICAL CONTRACTS THAT DO NOT EXCEED $15,000,000.00 and ON ALL FIRE PROTECTIQN/SPRINKLER CONTRACTS THAT DO NOT EXCEED $1,500,00.00 Page 63 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County HOLIDAY Paid: Overtime: REGISTERED APPRENTICES Wages per hour worked: See (1) on HOLIDAY PAGE See (5, 6, 11, 15, 16, 25) on HOLIDAY PAGE ( 1 ) year terms at the following percentage of Journeyman's wage. Apprentices: 1st 2nd 40% 50% Suppelmental Benefits: (1) year term at the following dollar amounts: 3rd 4th 5th 65% 80% 85% Apprentices: 07/01/2009 1st 2nd 3rd 4th 5th $17.17 $21.24 $27.34 $33.43 $35.47 9-638A-StmSpFtr Steamfitter 05/01/2010 JOB DESCRIPTION Steamfitter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: Steamfitter/Maintenance & AC Service Work 07/01/2009- 12/31/2009 $ 34.55 Refrigeration, NC, Oil Burner and Stoker Service and Repair. Refrigeration Compressor installation up to 5hp (combined). Air Condition / Heating Compressor installation up to 10hp (combined). *Increase to be allocated at a later date SUPPLEMENTAL BENEFITS Per Hour Steamfitter/Maintenance & AC Service Work $10.52 OVERTIME PAY OVERTIME:....See ( B, E, Q*, S** ) on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid: ........ See ( 2, 6, 9, 10, 11, 15, 17, 26,Memorial Day) on HOLIDAY PAGE. Overtime:.... * ( 2, 6, 9, 15, 17 ) · * ( 10, 11, 26, Memorial Day ) 01/01/2010 *Additional $1.00/Hr. DISTRICT 9 9-638B-StmFtrRef Survey Crew Consulting 05/01/2010 JOB DESCRIPTION Survey Crew Consulting DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester PARTIAL COUNTIES Dutchess: Only the portion south ofthe north city line in Poughkeepsie. WAGES Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when per[ormed under a Consulting Engineer agreement. Categories cover GPS & underground surveying. Page 64 Prevailing Wage Rates for 07/01/2009 - 06/3012010 Published by the New York State Department of Labor · Last Published on May 01 2010 PRC Number 2010003942 Suffolk County WAGES: (per hour) Survey Rates: Party Chief ..... Instrument Man.. Rodman .......... SUPPLEMENTAL BENEFITS Per Hour 07/01/2009 $ 33.70 $ 28.38 $ 25.02 All Crew Members: $11.70 OVERTIME PAY OVERTIME:.... See ( B, E*, Q, V ) ON OVERTIME PAGE. *Doubletime paid on the 9th hour on Saturday. HOLIDAY Paid: See (5, 6, 7, 11, 16) on HOLIDAY PAGE Overtime: See (5, 6, 7, 11, 16) on HOLIDAY PAGE 9-15dconsult Teamster - Asphalt Delivery 05/01/2010 JOB DESCRIPTION Teamster-Asphalt Delivery ENTIRE COUNTIES Nassau, Suffork WAGES Per Hour: 07/01/2009 DISTRICT 4 Heavy Construction Work: Shall include the supply of Asphalt for construction, improvement and modification of all or any part of Streets, Highways, Bridges, Tunnels,Railroads, Canals, Dams, Airports, Schools, Power Generation Plants. "TRUCK DRIVER" Asphalt Delivery $ 33.90 Light Construction Work: Shall include the supply of Asphalt for construction of Single & Multi Family Homes, Town Houses, Apartment Buildings, including Driveways, Streets and Curbs within those projects. Parking Lots, Office Buildings. "TRUCK DRIVER" Asphalt Delivery $ 20.00 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 "Heavy Construction Work" "TRUCK DRIVER" Asphalt Delivery $ 30.87 "Light Construction Work" "TRUCK DRIVER" O Asphalt Delivery $13.75 OVERTIME PAY See (B, *B2, E, *% P, ***R, ****U) on OVERTIME PAGE (NOTE) PREMIUM PAY of 25% on straight time hours for New York State D.O.T. and or other GOVERNMENTAL MANDATED off shift work. NOTE: (B,E,P,T&*U) Apply to Heavy Construction. NOTE: (B2,I,T&*U) Apply to Light Construction. · Page 65 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County NOTE: (*U) Only applies after 8 hours worked on holiday. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, '16, **25) on HOLIDAY PAGE NOTE:(*16) Paid at Double if Worked. (**25) Paid at Double if Worked. 4-282 AD Teamster - Buildinfl 05/01/2010 JOB DESCRIPTION Teamster- Building ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2009- 06/30/2010 Truck Driver (Building Demolifion & Debris) Trailers $ 28.85 Straight Jobs 28.55 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009- 06/30/2010 07/01/2010 $ 29.85 29.55 07/01/2010 All Classifications $ 23.15 OVERTIME PAY See (B, L, S, Sl) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 7, 8, 11, 12, 26) on HOLIDAY PAGE $ 24.35 DISTRICT 4 4-282 Teamster - Delivery of Concrete 05/01/2010 JOB DESCRIPTION Teamster- Delivery of Concrete ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2009 DISTRICT 4 "TRUCK DRIVER" Concrete Delivery $ 35.51 Light Construction Work: Shall include the supply of Ready-Mix Concrete for construction of Single & Multi Family Homes, Town Houses, Apartment Buildings, including Driveways, Streets and Curbs within those projects. Parking Lots and Office Buildings. "TRUCK DRIVER" Concrete Delivery SUPPLEMENTAL BENEFITS Per Hour: "Heavy Construction Work" Concrete Delivery "Light Construction Work" $ 23.00 07/01/2009 $ 28.45 Page 66 Heavy Construction Work: Shall Include the supply of Ready-Mix Concrete for construction, improvment and modification of all or any part of Streets, Highways, Bridges, Tunnels, Railroads, Canals, Dams, Airports, Schools & Power Generation Plants Prevailing Wage Rates for 07/0112009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County Concrete Delivery $14.50 OVERTIME PAY See (B, E, *1, P) on OVERTIME PAGE NOTE: (B,E & P) Apply only to Heavy Construction Work. (*1) Applies only to Light Construction Work. · HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, '16, **25) on HOLIDAY PAGE NOTE:(*16) Paid at Double if Worked. (**25) Paid at Double if Worked. 4-282ns Teamster - Heavy&Highway JOB DESCRIPTION Teamster- Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2009- 06/30/2010 DISTRICT 4 Truck Ddver/Chauffer (Debris Removal) Trailers $ 28.85 Straight Jobs $ 28.55 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009- 06/30/2010 07/01/2010 $ 29.85 $ 29.55 07~1~010 05/01/20t0 All Classifications $ 23.15 $ 24.35 OVERTIME PAY See (B, L, S, S1) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 7, 8, 11, 12, 26) on HOLIDAY PAGE 4-282 Teamster - Heavy&Highway JOB DESCRIPTION Teamster- Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2009 05/01/2010 DISTRICT 4 Heavy Construction Work: Shall include the construction, improvement or modification of all or any pad of streets, highways, Bridges, Tunnels, Railroads, Canals, Dams, Airports, Schools, Power Generation Plants. Site Excavating (Chauffeurs) $ 33.90 Light Construction Work: Shall include the construction, improvment and modification of Single & Multi Family Homes, Town Houses, Apartment Buildings, including driveways, Streets and Curbs within those projects. Parking Lots and Office Buildings. Site Excavating (Chauffeurs) $ 20.00 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2009 Heavy Construction Work Chauffeurs $ 30.87 Page 67 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Suffolk County · Light Construction Work Chauffers $13.75 OVERTIME PAY See (B, *B2, E, **1, P, ***R, ****U)on OVERTIME PAGE · (NOTE) PREMIUM PAY of 25% on straight time hours for NEW YORK STATE D.O.T. and or other GOVERMENTAL MANDATED off shift work. NOTE: (B,E,P,T & *U) Apply to Heavy Construction. NOTE: (B2,I,T & *U) Apply to Light Construction. NOTE: (*U) Only applies after 8 hours work on holiday HOLIDAY Paid: See (1) on HOLIDAY PAGE · Overtime: See (5, 6, '16, **25) on HOLIDAY PAGE NOTE:(*16) Paid at Double if Worked. (**25) Paid at Double if Worked. 4-282 Welder 05101/2010 JOB DESCRIPTION Welder DISTRICT 1 · ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess Erie Essex, Franklin Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, One da, Onondaga, Ontar o, Orange, Or eans, Oswego, Otsego, Putnam, Queens, Rensse aer, Richmond, Rockland, Saratoga, Schenectady, Schohade, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES · Per hour 07/01/2009 Welder (To be paid the same rate of the mechanic performing the work) OVERTIME PAY HOLIDAY 1-As Per Trade · Page 68 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor · Last Published on May 01 2010 PRC Number 2010003942 Overtime Codes Following is an explanation of the code(s) listed in the OVERTIME section of each classification contained in the attached schedule. Additional requirements may also be listed in the HOLIDAY section. (A) (AA) (B1) (B2) (c) (Cl) (D) (D'I) (E) (El) (E3) (E2) (E4) (F (H (~ (J (K (L (M (N (O (P (Q (R (s (si (T Time and one half of the hourly rate after 7 hours per day Time and one half of the hourly rate after 7 and one half hours per day Time and one half of the hourly rate after 8 hours per day Time and one half of the hourly rate for the 9th & 10th hours week days and the 1st 8 hours on Saturday. Double the hourly rate for all additional hours Time and one half of the hourly rate after 40 hours per week Double the hourly rate after 7 hours per day Double the hourly rate after 7 and one half hours per day Double the hourly rate after 8 hours per day Double the hourly rate after 9 hours per day Time and one half of the hourly rate on Saturday Time and one half 1st 4 hours on Saturday Double the hourly rate all additional Saturday hours Between November 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather, provided a given employee has worked between 16 and 32 hours that week Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather Time and one half of the hourly rate on Saturday and Sunday Time and one half of the hourly rate on Saturday and Holidays Time and one half of the houdy rate on Saturday, Sunday, and Holidays Time and one half of the hourly rate on Sunday Time and one half of the hourly rate on Sunday and Holidays Time and one half of the hourly rate on Holidays Double the hourly rate on Saturday Double the hourly rate on Saturday and Sunday Double the hourly rate on Saturday and Holidays Double the hourly rate on Saturday, Sunday, and Holidays Double the hourly rate on Sunday Double the hourly rate on Sunday and Holidays Double the hourly rate on Holidays Two and one half times the hourly rate for Holidays, if worked Two and one half times the hourly rate the first 8 hours on Sunday or Holidays One and one half times the hourly rate all additional hours. Triple the hourly rate for Holidays, if worked Page 69 Prevailing Wage Rates for 07/01/2009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 · (U) Four times the hourly rate for Holidays, if worked ( V ) Including benefits at SAME PREMIUM as shown for overtime ( W ) Time and one half for benefits on all overtime hours. NOTE:BENEFITS are PER HOUR WORKED,for each hour worked, unless otherwise noted Page 70 Prevailing Wage Rates for 07/0112009 - 06/30/2010 Published by the New York State Department of Labor Last Published on May 01 2010 PRC Number 2010003942 Holiday Codes PAID Holidays: Paid Holidays are da~vs for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee works on a day listeo as a paid holiday, this remuneration is in addition to paymen[of the required prevailing rate for the work actually performed. OVERTIME Holiday Pay: Overtime holiday pay is the premium pay that is reguired for work performed on specified holidays. It is only required where the employee actually performs work on such holidays. The apphcable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. Following is an explanation of the code(s) listed in the HOLIDAY section of each c ass flcat on conta ned n the attached schedule. The Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. (1) (2) (3) (4) (5) (6) (7) (8) (9) (lO) (11) (12) (13) (14) (15) (17) (18) (19) (20) (21) (22) (23) (24) (25) (26) None Labor Day Memorial Day and Labor Day Memorial Day and July 4th Memorial Day, July 4th, and Labor Day New Year's, Thanksgiving, and Christmas Lincoln's Birthday, Washington's Birthday, and Veterans Day Good Friday Lincoln's Birthday Washington's Birthday Columbus Day Election Day Presidential Election Day 1/2 Day on Presidential Election Day Veterans Day Day after Thanksgiving July 4th 1/2 Day before Christmas 1/2 Day before New Years Thanksgiving New Year's Day Christmas Day before Christmas Day before New Year's Presidents' Day Martin Luther King, Jr. Day Page 71 BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, NY 12240 REQUEST FOR WAGE AND SUPPLEMENT INFORMATION: REQUIRED BY ARTICLES 8 AND 9 OF THE LABOR LAW Fax (5'18) 485-1870 or mail this form for new schedules or for determination for additional occupations. THIS FORM MUST BE TYPED SUBMITTED BY: (CHECK ONE) [] CONTRACTING AGENCY [] ARCHITECT OR ENGINEERING FIRM [] PUBLIC WORK DISTRICT OFFICE DATE: A. PUBLIC WORK CONTRACT TO BE LET BY: (Enter Data Pedaining to Contracting Agency) 1. Name and complete address ( [] check if new or change): Telephone: ( ) Fax: ( ) 2. NY State Units (see Item 5) E-Mail: 3. SEND REPLY TO { [] check if new or change) Name and complete address: Telephone: ( ) Fax:( ) E-Mail: B. PROJECT PARTICULARS 5. Project Title Description of Work Contract Identification Number Note: For NYS units, the OSC Contract No. 7. Nature of Project - Check One: [] 1. New Building [] 2. Addition to Existing Structure [] 3. Heavy and Highway Constrection (New and Repair) [] 4. New Sewer or Waterline [] 5. Other New Construction (Explain) [] 6. Other Reconstruction, Maintenance, Repair or Alteration [] 7. Demolition [] 8. Building Service Contract 9. Name and Title of Requester [] 01 DOT [] 02 OGS [] 03 Dormitory Authority [] 04 State University Construction Fund [] 05 SUNY/Colleges [] 06 Mental Hygiene Facilities Corp. [] 07 OTHER N.Y. STATE UNIT [] 0S City [] 09 Local School District [] 10 Special Local District, i.e., Fire, Sewer, Water District [] 11 Village [] 12 Town [] 13 County [] 14 Other Non-N.Y. State (Describe) 4. SERVICE REQUIRED. Check appropriate box and provide project information. [] New Schedule of Wages and Supplements. APPROXIMATE BID DATE: [] Additional Occupation and/or Redetermination PHC NUMBER ISSUED PREVIOUSLY FOR TH S PROJECT: OFFICE USE ONLY 6. Location of Project: Location on Site Route No/Street Address Village or City Town County OCCUPATION FOR PROJECT: [] Construction (Building, Heavy Highway/Sewer/Water) [] Tunnel [] Residential [] Landscape Maintenance [] Elevator maintenance [] Exterminators, Fumigators Signature [] Guards, Watchmen [] Janitors, Porters, Cleaners [] Moving furniture and equipment [] Trash and refuse removal [] Window cleaners [] Other (Descdbe) OFFICE USE ONLY Locality Designations: I I I PW-39 (03 - 07) SEE PAGE TWO FOR LAWS RELATING TO PUBLIC WORK CONTRACTS I I ii ii NEW YORK STATE DEPARTMENT OF LABOR Bureau of Public Work - Debarment List LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Under Article 8 and Article 9 of the NYS Labor Law, a contractor, sub-contractor and/or its successor shall be debarred arid ineligible to submit a bid on or be awarded any public work or public building service contract/sub-contract with the state, any municipal corporation or public body for a period of five (5) years from the date of debarment when: · Two (2) final determinations have been rendered within any consecutive six-year (6) period determining that such contractor, sub-contractor and/or its successor has WILLFULLY failed to pay the prevailing wage and/or supplements · One (1) final determination involves falsification of payroll records or the kickback of wages and/or supplements NOTE: The agency issuing the determination and providing the information, is denoted under the heading 'Fiscal Officer'. DOL -- NYS Dept. of Labor; NYC: New York City Comptroller's Office; AG = NYS Attorney General's Office; DA = County District Attorney's Office. A list of those barred from bidding, or being awarded, any public work contract or subcontract with the State, under section 141-b of the Workers' Compensation Law, may be obtained at the following link, on the NYS DOL Website: https://dbr, labor.state.ny.us/EDList/sea rch Pa.qe.do NYSDOL Bureau of Public Work Debarment List 04128/2010 Article 8 ~ ' : ' D~NAME ADDI~SS ~ STAt~'DATE ' ENDDAYE DOL AG ..... 1355 4-A GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONSTRUCTION CORP. BROOKLYN NY 11232 DOL DOL ..... 3983 A & D CONTRACTING CORP. 15 PINE AIRE DRIVE 08/01/2005 08101/2010 BAY SHORE NY 11706 DOL DOL ..... 7478 A & T GENERAL 3 ALAN B SHEPARD PLACE 12/11/2006 12/11/2011 CONSTRUCTION INC. YONKERS NY 10705 DOL NYC ..... 5804 AAR CO ELECTRIC INC 5902 AVENUE N 03/20/2009 03/20/2014 BROOKLYN NY 11234 DOL DOL ~*'**0635 ABOVE ALL PUMP REPAIR 360 KNICKERBOCKER 10/20/2008 10/20/2013 CORP AVENUE BATAVIA NY 11716 DOL NYC ..... 8758 ACC CONSTRUCTION CORP. 6 EAST 32ND ST - 7TH FL 05/25/2006 05/25/2011 NEW YORK NY 10016 DOL NYC ..... 5022 ACE DRYWALL SYSTEMS INC. 194 ASHLAND PLACE 03/06/2008 03/06/2013 BROOKLYN NY 11217 DOL AG ..... 8219 ACTIVE CABLING INC C/O FRANK DECAPITE 10/02/2008 10/01/2013 7 SYCAMORE ROAD DRWOODBURY NY 11797 DOL OOL ..... 3012 ADAM DECKMAN DECKMAN 154 POND VIEW PARKWAY 04/16/2007 04/1612012 PAINTING ROCHESTER NY 14612 DOL DOL ..... 5116 ALJAA CONSTRUCTION 3755 SENECA STREET 12/1412005 12/14/2010 CORPORATION WEST SENECA NY 14403 DOL DOL ALL TOWNS MECHANICAL BARRY 18 EAST SUNRISE HIGHWAY 0112112008 01/21/2013 MORRIS FREEPORT NY 11758 DOL DOL ..... 3101 ALLSTATE CONCRETE 635 MIDLAND AVENUE 07/09/2007 07/09/2012 CUTTING, INC. GARFIELD NJ 07026 DOL DOL ..... 8291 AMIR'S VISION INC 230 PRA]-£ STREET 09/17/2008 09/17/2013 BUFFALO NY 14204 DOL AG AMODIO RUSSO 14 BRAYRON ROAD 06/01/2005 06/01/2010 CARMEL NY 10512 DOL AG ANASTASIA ANTHOULIS AKA STACEY 131 47TH STREET 01/25/2007 01/25/2012 GOUZOS BROOKLYN NY 11232 DOL DOL ..... 0860 ANDREA STEVENS STEVENS 2458 EAST RIVER ROAD 01/23/2008 01/23/2013 TRUCKING CORTLAND NY 13045 DOL DOL ANNE M DIPIZIO 217 STRASMER ROAD 12114/2005 12/14/2010 DEPEW NY 14043 DOL AG ANTHONY BRANCA 700 SUMMER STREET 11/24/2009 11/24/2014 STAMFORD CT DOL DOL ANTHONY POSELLA 30 GLEN HOLLOW 10/19/2009 10/19/2014 ROCHESTER NY 14622 DOL DOL ANTHONY T RINALDI C/O CRAIN CONSTRUCTION 10102/2008 10/02/2013 CO KINDERHAMACK RDKACKENSACK NY 07061 DOL DOL ANTHONY TAORMINA 215 MCCORMICK DRIVE 05/2012009 05/20/2014 BOHEMIA NY 11716 DOL AG ..... 7327 ANTHOS CONTRACTING 131 47TH STREET 01/25/2007 01/25/2012 CORP BROOKLYN NY 11232 DOL DOL ..... 2725 ARAGONA CONSTRUCTION 5755 NEWHOUSE ROAD 10/10/2007 10/10/2012 CORP EAST AMHERST NY 14051 DOL DOL ..... 8688 ARC MECHANICAL CORP 215 MCCORMICK DRIVE 05/20/2009 05/20/2014 BOHEMIA NY 11716 DOL DOL ..... 8482 ARGO CONTRACTING CORP 5752 WEST WEBB ROAD 05/21/2008 05/21/2013 YOUNGSTOWN OH 44515 DOL NYC ..... 5804 ARIE BAR C/O AAR CO 5902 AVENUE N 03/20/2009 03/2012014 ELECTRIC INC BROOKLYN NY 11234 DOL DOL ARTHUR C OSUORAH PO BOX 1295 02/15/2008 02/15/2013 BUFFALO NY 14215 DOL DOL ..... 8027 ARTHUR DESIGN ENGINEERS PO BOX 1295 02/15/2008 02/15/2013 & ASSOCIATES BUFFALO NY 14215 DOL DOL ..... 2993 AST DRYWALL & ACOUSTICS 46 JOHN STREET - STE 711 12/16/2008 12/16/2013 INC NEW YORK NY 10038 DOL DA ..... 5761 AZTEC PLUMBING & HEATING 153 BAYWOODS LANE 03/19/2007 03/19/2012 CORP BAY SHORE NY 11706 DOL DOL ..... 7828 BALLAGH GENERAL 250 KNEELAND AVENUE 07/09/2007 07/09/2012 CONTRACTING INC YONKERS NY 10705 DOL NYC BASIL ROMEO 243-03 137TH AVENUE 03/25/2010 03/25/2015 ROSEDALE NY 11422 DOL DOL BEATRICE ORTEGA 764 BRADY AVE - APT 631 05/21/2008 05/21/2013 BRONX NY 10462 DOL DOL BERNADETTE GORMALLY 250 KNEELAND AVENUE 07/09/2007 07/0912012 YONKERS NY 10705 DOL NYC BERNARD COHNEN 193 HARWOOD PLACE 05/14/2008 05/14/2013 PARAMUS NJ 07652 · NYSDOL Bureau of Public Work Debarment List 04/28/2010 Article 8 DOL DOL ..... 5455 BEST OF FRIENDS OF 425 HAMILTON STREET 01/24/2006 01/24/2011 SCHENECTADY CONSTR CO SCHENECTADY NY 12305 DOL DOL ..... 9890 BETTY JOE FRAZIER NOBLE 23960 WHITE ROAD 02/14/2008 02/14/2013 CONSTRUCTI WATERTOWN NY 13601 ON GROUP DOL DOL BIAGG[O CANTISANI 200 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL ..... 0818 BLASTEC INC MILLER 121 LINCOLN AVENUE 02/2112008 02/21/2013 SANDBLASTIN ROCHESTER NY 14611 G & PAINTING DOL DOL ..... 8501 BLOCKHEAD CONCRETE & P O BOX 71 09/03/2008 09/03/2013 PAVING INC CHEEKTOWAGA NY 14225 DOL DOL BRIAN HOXIE 2219 VALLEY DRIVE 12/04/2009 12/04/2014 SYRACUSE NY 13207 DOL DOL ..... 4311 C & F SHEET METAL CORP 201 RICHARDS STREET 02/25/2009 02/24/2014 BROOKLYN NY 11231 DOL DOL ..... 0289 C J H INC 22 BLACK HAWK ROAD 06/10/2005 06/10/2010 PINE BUSH NY 12566 DOL DOL ..... 9286 CALl BROTHERS INC 1223 PARK STREET 09/12/2007 09112/2012 PEEKSKILL NY 10566 DOL DOL CANTISANI & ASSOCIATES 220 FERRIS AVENUE 12/04/2009 12/04/2014 LTD WHITE PLAINS NY 10603 DOL NYC ***;*4437 CAPPRY CONTRACTING 1081 CONEY ISLAND AVENUE 02/09/2006 02/09/2011 MGMT. CORP BROOKLYN NY 11230 DOL DOL CARMODY CONCRETE CORP 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY ENTERPRISES LTD 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY INC 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY MASONRY CORP 220 FERRIS AVENUE 12/04/2009 12104/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY"2" INC 220 FERR~S AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL ..... 9721 CATENARY CONSTRUCTION 112 HUDSON AVENUE 02/14/2006 10/20/2014 CORP ROCHESTER NY 14605 DOL DOL CHARLES MARANGOUDAKIS 25 WOODHILL LANE 08/1612005 08/1612010 MANHASSEST NY 11030 DOL DOL CHARLES MURDOUGH 203 KELLY DRIVE 03/26/2008 03/26/2013 EAST AURORA NY 14052 DOL DOL ..... 1416 CHEROMINO CONTROL 61 WILLET ST - SUITE 14 12/03/2009 12/03/2014 GROUP LLC PASSAIC NJ 07055 DOL DOL CHESTER A BEDELL 1233 WALT WHITMAN ROAD 04/29/2008 04/29/2013 MELVILLE NY 11747 DOL DOL CHRISTINA J HOEK 22 BLACK HAW ROAD 06/10/2005 06110/2010 P~NE BUSH NY 12566 DOL DOL CHRISTOPHER NICHOLSON 91 NEWMAN PLACE 10/19/2006 10/19/2011 BUFFALO NY 14210 DOL DOL CITY GENERAL BUILDERS INC 131 MELROSE STREET 03/02/2010 03/02/2015 BROOKLYN NY 11206 DOL DOL ..... 7086 CITY GENERAL IRON WORKS 131 MELROSE STREET 03/02/2010 03102/2015 INC BROOKLYN NY 11206 DOL DOL ..... 5329 CNY MECHANICAL P O BOX 250 11t06/2008 11106/2013 ASSOCIATES INC EAST SYRACUSE NY 13057 DOL DOL *****6866 COMMERCIAL SYSTEM 91 NEWMAN PLACE I0/19/2006 10/19/2011 CONSTRUCTION BUFFALO NY 14210 DOL DOL ..... 5740 CORTLAND GLASS COMPANY 336 TOMPKINS STREET 02/02/2010 02/02/2015 INC CORTLAND NY 13045 DOL DOL ..... 7794 CRAIN CONSTRUCTION ONE KINDERHAMACK ROAD 10/02/2008 10t02/2013 COMPANY INC HACKENSACK NJ 07061 DOL DOL CRAIN CONSTRUCTION OF ONE KINOERHAMACK ROAD 10/02/2008 10/02/2013 NEW JERSEY HACKENSACK NJ 07061 DOL DOL CRAIN CONSTRUCTION OF C/O CRAIN CONSTRUCTION 10/02/2008 10/02/2013 NEW YORK INC CO ONE KINDERHAMACK ROADHACKENSACK NJ 07061 DOL DOL CRAIN CONTRACTING ONE KINDERHAMACK ROAD 10/02/2008 10/02/2013 COMPANY HACKENSACK NJ 07061 DOL NYC ..... 8777 CROSSLAND ELECTRICAL 846 EAST 52ND STREET 12119/2008 12/29/2013 SYSTEMS INC BROOKLYN NY 11203 DOL DOL ..... 0115 CROW AND suProN 949 GROVESIDE ROAD 08/27/2008 08/27/2013 ASSOCIATES INC BUSKIRK NY 12028 DOL DOL ..... 4266 CRYSTAL INTERIOR 922 CRESCENT STREET 05/21/2008 05/21/2013 CONTRACTING INC BROOKLYN NY 11208 DOL DOL ..... 1804 CUSTOM GARDEN 283 NORTH MIDDLETOWN 09/28/2009 09/2812014 LANDSCAPING INC ROAD PEARL RIVER NY 10965 NYSDOL Bureau of Public Work Debarment List Article 8 04/28/2010 DOL DOL ..... 6339 D J FLOORS INC 9276 VIA ClMATO DRIVE 08/29/2007 08/29/2012 CLARENCE CENTER NY 14032 DOL DOL D JAMES SUTTON 949 GROVESIDE ROAD 08/27/2008 08127/2013 BUSKIRK NY 12028 DOL DOL DARIN ANDERSON 134-25 166 PLACE #5E 0810712008 08/07/2013 JAMAICA NY 11434 DOL DOL DARREN MAYDWELL 115 LEWIS STREET 05112/2009 05/12/2014 YONKERS NY 10703 DOL DOL DEANNA J REED 5900 MUD MILL RD-BOX 949 09/02/2008 09102/2013 BREWERTON NY 13029 DOL DOL ..... 3012 DECKMAN PAINTING 154 POND VIEW PARKWAY 04/16/2007 04/16/2012 ROCHESTER NY 14612 DOL DOL ..... 2311 DELCON CONSTRUCTION 220 WHITE PLAINS ROAD 08/27/2009 08/27/2014 CORP TARRYTOWN NY 10591 DOL DOL ..... 6971 DELPHI PAINTING AND 1445 COMMERCE AVENUE 10/09/2007 10/09/2012 DECORATING INC BRONX NY 10461 DOL DOL DESMOND CHARLES 922 CRESCENT STREET 05/21/2008 05/21/2013 BROOKLYN NY 11208 DOL DOL ..... 7157 DG PIPELINE INC 312 HALSEYVILLE ROAD 09/06/2006 09/06/2011 ITHACA NY 14850 DOL DOL ..... 3218 DIAMOND "D" CONSTRUCTION 5270 TRANSIT ROAD 1211412005 12/14/2010 CORP DEPEW NY 14043 DOL DOL DIMITEIUS KASSIMIS 152-65 11TH AVENUE 05/22/2008 05/22/2013 WHITESTON E NY 11357 DOL DOL ..... 3364 DJH MECHANICAL 155 KINGSBRIDGE ROAD 02/0112006 02/01/2011 ASSOCIATES LTD EAST MOUNT VERNON NY 10552 DOL DOL ..... 5881 DON ADAMS ROOFING INC 472 COMMERCE STREET 12/07/2005 12/07/2010 HAWTHORNE NY 10532 DOL DOL DONALD NOWAK 10 GABY LANE 10/15/2009 10/15/2014 CHEEKTOWAGA NY 14227 DOL DOL DONALD SCHWENDLER 9276 VIA CIMATO DRIVE 08/29/2007 08/29/2012 CLARENCE CENTER NY 14032 DOL DOL ..... 6148 DOT CONSTRUCTION OF NY 765 BRADY AVE - APT 631 05/21/2008 05/21/2013 INC BRONX NY 10462 DOL DOL DOUGLAS MCEWEN 121 LINCOLN AVENUE 02/21/2008 02/21/2013 ROCHESTER NY 14611 DOL DOL DOUGLAS S GRIFFEN 312 HALSEYVILLE ROAD 09/06/2006 09/06/2011 ITHACA NY 14850 DOL DOL DRAGOLJUB RADOJEVIC 61 WILLET ST 12/03/2009 12/03/2014 - SUITE 14 PASSAIC NJ 07055 DOL DOL EDWARD SUBEH 1 CHELSEA COURT 10/06/2008 10/06/2013 ATLANTIC CiTY NJ 08401 DOL DOL ..... 3554 ELITE BUILDING 34-08 PARKWAY DRIVE 07/01/2008 07/21/2013 ENTERPRISES INC BALDWIN NY li510 DOL AG ..... 3233 EMEIS & EMEIS GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONTRACTING CORP BROOKLYN NY 11232 DOL DOL ..... 0780 EMES HEATING & PLUMBING 5 EMES LANE 01/20/2002 01/20/3002 CONTR MONSEY NY 10952 DOL DOL ERROL L ALLEN 134-25 166 PLACE #5E 08/07/2008 08/07/2013 JAMAICA NY 11434 DOL DOL ESCO INSTALLERS LLC 1 CHELSEA COURT 10/06/2008 10/06/2013 ATLANTIC CITY NJ 08401 DOL DOL ..... 0329 FAULKS PLUMBING HEATING 3 UPTON STREET 06/10/2008 06/10/2013 & AIR CONDITIONING INC HILTON NY 14468 DOL DOL FERNANDO GOMEZ 201 RICHARDS STREET 02/25/2009 02/25/2014 BROOKLYN NY 11231 DOL DOL ..... 0768 FISHER CONCRETE INC 741 WELSH ROAD 04/08/2009 04/08/2014 JAVA CENTER NY 14082 DOL NYC .... 2505 FLORENCE XVI CENTURY 120 GLEN HEAD ROAD 08103/2005 08/03/2010 MARBLE INC GLEN HEAD NY 11545 DOL DOL ..... 7975 FORD CONSTRUCTION iNC 18-18 26TH STREET 07/18/2005 07/18/2010 ASTORIA NY 11102 DOL DOL FORD MASONRY 18-18 26TH STREET 07/18/2005 07/18/2010 ASTORIA NY 11102 DOL DOL ..... 0115 FOXCROFT NURSERIES INC 949 GROVESIDE ROAD 08/27/2008 08/27/2013 BUSKIRK NY 12028 DOL DOL FRANCIS (FRANK) OSClER 3677 SENECA STREET 09/03/2008 09/03/2013 WEST SENECA NY 14224 DOL NYC FRANK (FRANCIS) OSCIER 3677 SENECA STREET 09/03/2008 09/03/2013 WEST SENECA NY 14224 DOL NYC FRANK BAKER 24 EDNA DRIVE 05/14/2008 05/14/2013 SYOSSET NY 11791 DOL DOL FRANK J MERCANDO C/O 134 MURRAY AVENUE 11/22/2008 11/22/2013 MERCANDO YONKERS NY 10704 CONTRACTIN G CO INC NYSDOL Bureau of Public Work Debarment List 04/2812010 Article 8 DOL DOL FRANK J MERCANDO 134 MURRAY AVENUE 12/11/2009 12/11/2014 YONKERS NY 10704 DOL DOL ..... 0128 FRANK J TUCEK & SON INC 92 NORTH ROUTE 9W 01/29/2007 01/29/2012 CONGERS NY 10920 DOL DOL FRANK LOBENE JR 13 CHEVIOT LANE 10/18/2005 10/18/2010 ROCHESTER NY 14624 DOL DOL *****9832 G A FALCONE 253 COMMONWEALTH 08/07/2007 08/07/2012 CONSTRUCTION INC AVENUE BUFFALO NY 14216 DOL DOL ..... 7088 GBA CONTRACTING CORP 4015 21ST AVENUE 01/11/2008 01/11/2013 ASTORIA NY 11105 DOL AG GEORGE BEGAKIS 57-16 157TH STREET 10/04/2006 10104/2011 FLUSHING NY 11355 DOL NYC GEORGE LUCEY 150 KINGS STREET 01/19/1998 01/19/2998 BROOKLYN NY 11231 DOL AG GERARD IPPOLITO 563 MUNCEY ROAD 07/14/2008 07/14/2013 WEST ISLIP NY 11795 DOL AG GERASIMO ANDRIANIS 22-15 47TH STREET 08/03/2006 08103/2011 ASTORIA NY 11105 DOL DOL GREG SURACI 364 BLEAKER ROAD 10/25/2007 10/25/2012 ROCHESTER NY 14609 DOL DOL GRIOGORIOS BELLOS 4015 21ST AVENUE 01111/2008 01/11/2013 ASTORIA NY 11105 DOL DOL ..... 9985 GROUND LEVEL 10 GABY LANE 10/15/2009 10/15/2014 CONSTRUCTION CHEEKTOWAGA NY 14227 DOL DOL ..... 8904 HALLOCKS CONSTRUCTION P O BOX 278 12/01/2008 12/01/2013 CORP YORKTOWN HEIGHTS NY 10598 DOL DOL HARALAMBOS KARAS 80-12 ASTORIA BOULEVARD 11/22/2008 10/22/2013 EAST ELMHURST NY 11370 DOL DOL ..... 0080 HI-AMP ELECTRICAL 265-12 HILLSIDE AVENUE 02/15/2008 02/15/2013 CONTRACTING CORP FLORAL PARK NY 11004 DOL DOL ..... 9893 HOXIE'S PAINTING CO INC 2219 VALLEY DRIVE 12/0412009 12/04/2014 SYRACUSE NY 13207 DOL DOL ..... 6429 IDM ENTERPRISES INC 60 OU'P/VATER LANE 05/09/2009 05109/2014 GARFIELD NJ 07026 DOL DOL ..... 6293 IMPRESSIVE CONCRETE 264A SUBURBAN AVENUE 12/18/2007 12/18/2012 CORP DEER PARK NY 11729 DOL DOL ..... 8898 IN-TECH CONSTRUCTION INC 8346 BREWERTON ROAD 07/06/2007 0710612012 CICERO NY 13039 DOL NYC .... 7728 INTEGRITY CONSTRUCTION & 7615 MYRTLE AVENUE 02/15/2007 02/15/2012 CONSULTING SERVS GLENDALE NY 11385 DOL DOL ..... 0488 INTERWORKS SYSTEMS, INC. 1233 WALT WHITMAN ROAD 04/29/2008 04/29/2013 MELVILLE NY 11747 DOL DOL ISRAEL MONTESINOS 517 MILES SQUARE ROAD 02115/2008 02/15/2013 YONKERS NY 10701 DOL DOL IVAN D MARKOVSKI 60 OUTWATER LANE 05/09/2009 05/09/2014 GARFIELD NJ 07026 DOL DOL IVAN TORRES 11 PLYMOUTH ROAD 02/15/2008 02/15/2013 DIX HILLS NY 11746 DOL DOL ..... 0579 J & I CONSTRUCTION CORP 110 FOURTH STREET 02t15/2008 02/1512013 NEW ROCHELLE NY 10801 DOL DOL ..... 7357 J C MCCASHION 84 FREDERICK AVENUE 04/13/2006 04/13/2011 CONSTRUCTION INC ALBANY NY 12205 DOL DOL ..... 1584 J M TRI STATE TRUCKING INC 140 ARMSTRONG AVENUE 10/21/2009 10/21/2014 SYRACUSE NY 13209 DOL AG .... 1562 JANS GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONSTRUCTION CORP. BROOKLYN NY 11232 DOL DOL JASON ASBURY 22562 SEA BASS DRIVE 10110/2007 10/10/2012 BOCA RATON FL 33428 DOL DOL JAY MEYER 239 MARSH DRIVE 02/20/2007 02/20/2012 DEWITr NY 13214 DOL DOL JEANETTE CALICCHIA 1223 PARK STREET 09/12/2007 09/1212012 PEEKSKILL NY 10566 DOL DOL JEFFREY ARTIERI 107 STEVENS STREET 11/04/2009 11/04/2014 LOCKPORT NY 14094 DOL DOL JOHN B DUGAN 121 LINCOLN AVENUE 02/21/2008 02/21/2013 ROCHESTER NY 14611 DOL DA JOHN BIAS 153 BAYWOODS LANE 03/19/2007 03/19/2012 BAY SHORE NY 11706 DOL DOL JOHN BUONADONNA 283 NORTH MIDDLETOWN 09128/2009 09/28/2014 ROAD PEARL RIVER NY 10965 DOL NYC JOHN C MCCASHION 84 FREDERICK AVENUE 04/13/2006 04/13/2011 ALBANY NY 12205 DOL NYC JOHN MARl JR 278 ROBINSON AVENUE 04/06/2008 04/06/2013 NEW YORK NY 10312 NYSDOL Bureau of Public Work Debarment List 04/28/2010 Article 8 DOL NYC JOHN O'SHEA 4350 BULLARD AVENUE 01/28/2008 01/28/2013 BRONX NY 10466 DOL DOL ..... 5970 JOHN PREVETE FRAMING JOHN 320 RIDGE ROAD 03/26/2008 03/26/2013 AND JOHN PREVETE PREVETE WEST MILFORD NJ 07480 FRAMING INC DOL DOL JOHN SAN SEVERE C/O CRAIN CONSTRUCTION 10/02/2008 10/02/2013 CO ONE KINDERHAMACK ROADHACKENSACK NJ 07061 DOL DOL JOSE DOS SANTOS JR 85-08 60TH AVENUE 11/21/2008 11/21/2013 ELMHU RST NY 11373 DOL DOL JOSEPH CALICCHIA 1223 PARK STREET 09/12/2007 09/12/2012 PEEKSKILL NY 10566 DOL DOL JOSEPH DIPIZIO 5270 TRANSIT ROAD 12/14/2005 12/14/2010 DBPEW NY 14043 DOL DOL JOSEPH MONETTE CIO JOHN MONETrE 10/21/2009 10/21/2014 140 ARMSTRONG AVENUESYRACUSE NY 13209 DOL DOL ..... 1763 JR RESTORATION & ROOFING 152~5 11TH AVENUE 05/22/2008 05/22/2013 INC WHITESTONE NY 11357 DOL DOL JULIUS AND GITA BEHREND 5 EMES LANE 11/20/2002 11/20/3002 MONSEY NY 10952 DOL DOL ..... 9422 JUNKYARD CONSTRUCTION 2068 ANTHONY AVENUE 12/26/2007 12/26/2012 CORP. BRONX NY 10457 DOL DOL ..... 3810 K M MARTELL 57 CROSS ROAD 06/25/2007 06/25/2012 CONSTRUCTION, INC. MIDDLETOWN NY 10940 DOL DOL ..... 9993 K M R ENTERPRISES 10 STUFFLE STREET 12/20/2006 12120/2011 CROPSEYVILLE NY 12052 DOL DOL K NELSON SACKOOR 16 JOY DRIVE 01/05/2010 01/05/2015 NEW HYDE PARK NY 11040 DOL DOL ..... 8648 K-STAR CONSTRUCTION 42 48 161ST STREET 12/11/2006 12/11/2011 CORP FLUSHING NY 11358 DOL NYC KAZIMIERZ KONOPSKI 194 ASHLAND PLACE 03/06/2008 03/06/2013 BROOKLYN NY 11217 DOL AG KEFCAL CONSTRUCTION, INC. 131 47TH STREET 01/25/2007 01125/2012 BROOKLYN NY 11232 DOL NYC ..... 4923 KELLY'S SHEET METAL, INC. 1426 ATLANTIC AVENUE 12/28/2007 12/28/2012 BROOKLYN NY 11216 DOL DOL KEMPTON MCINTOSH 8531 AVENUE B 12/16/2008 12/16/2013 BROOKLYN NY 11236 DOL DOL KENNETH W. GRIFFIN 101 LILL STREET 05/01/2006 05/01/2011 ROCHESTER NY 14621 DOL DOL KEVIN MARTELL 57 CROSS ROAD 06/25/2007 06/2512012 MIDDLETOWN NY 10940 DOL AG ..... 3318 KOSMAR CONTRACTING 131 47TH STREET 01/25/2007 01/25/2012 CORP. BROOKLYN NY 11232 DOL DOL KRIS CLARKSON 2484 CATON ROAD 06/20/2007 06/20/2012 CORNING NY 14830 DOL NYC ..... 8816 LAKE CONSTRUCTION AND 150 KINGS STREET 08/19/1998 08/19/2998 DEVELOPMENT BROOKLYN NY 11231 CORPORATION DOL DOL ..... 9628 LANCET ARCH INC 112 HUDSON AVENUE 02/14/2006 10/19/2014 ROCHESTER NY 14605 DOL DOL LANCET SPECIALTY C/O CATENARY 10/19/2009 10/19/2014 CONTRACTING CORP CONSTRUCTION 112 HUDSON AVENUEROCHESTER NY 14605 DOL DOL LARRY FRANGOS 5752 WEST WEBB ROAD 05/21/2008 05/21/2013 YOUNGSTOWN OH 44515 DOL DOL ..... 7907 LEEMA EXCAVATING INC 140 ARMSTRONG AVENUE 10/21/2009 10/21/2014 SYRACUSE NY 13209 DOL DOL ..... 0256 LIBERTY PAINTING COMPANY 183 LORFIELD DRIVE 12/08/2005 12/08/2010 INC SNYDER NY 14226 DOL AG ..... 5102 LIBERTY TREE SERVICE, INC, 563 MUNCEY ROAD 07/14/2008 07/14/2013 WEST ISLIP NY 11795 DOL DOL ..... 6651 LIGHTNING FAST LABOR 150 NORTH CHESTNUT 05/01/2006 05/01/2011 FORCE SERVICES, ~NC. STREET ROCHESTER NY 14604 DOL DOL ..... 4981 LOBENE PAINTING, ~NC. 13 CHEVIOT LANE 10/18/2005 10/18/2010 ROCHESTER NY 14624 DOL AG ..... 4654 LOOK UNDER THE CARPET P O BOX 686 12/15/2005 12/15/2010 SERVICES INC BUFFALO NY 14290 DOL DOL ..... 5953 LPD CONTRACTING INC 1205 MCBRIDE AVENUE 08127/2007 08/27/2012 WEST PATTERSON NJ 07424 DOL DOL ..... 9875 M & S STRIPING INC 73 INDUSTRIAL PARK BLVD 01/10/2007 01/10/2012 ELMIRA NY 14901 NYSDOL Bureau of Public Work Debarment List 04/2812010 Article 8 DOL DOL ..... 9688 M K PAINTING INC 4157 SEVENTH STREET 05/14/2007 05/1412012 WYANDOTT MI 48192 DOL AG MANNS CONTRACTING CORP 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL NYC MANUEL P TOBIO 150 KINGS STREET 08/19/1998 08/19/2998 BROOKLYN NY 14444 DOL NYC MANUEL TOBIO 150 KINGS STREET 08/19/1998 08/19/2998 BROOKLYN NY 11231 DOL DOL ****'4543 MARANGOS CONSTRUCTION 5945 56TH AVENUE 08/16/2005 08/16/2010 CORP MASP~:TH NY 11378 DOL DOL MARK LINDSLEY 355 COUNTY ROUTE 8 08/08/2009 08/14/2014 FULTON NY 13069 DOL DOL MASONRY CONSTRUCTION 220 FERR~S AVENUE 12/04/2009 12/04/2014 INC WHITE PLAINS NY 10603 DOL DOL MASONRY INDUSTRIES INC 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL MATTHEW LOBENE 13 CHEVIOT LANE 10/18/2005 10/18/2010 ROCHESTER NY 14624 DOL AG ..... 9970 MAY CONSTRUCTION CO INC 700 SUMMER STREET 11/24/2009 11/24/2014 STAMFORD CT DOL NYC ..... 4132 MCCASHION BROTHERS 84 FREDERICK AVENUE 04/13/2006 04/13/2011 HOLDING COMPANY LLC ALBANY NY 12205 DOL DOL MCS PAINTING LIME KILN COURT 01/25/2006 01/25/2011 CONTRACTORS, INC. STONY POINT NY 10980 DOL DOL ..... 4259 MERCANDO CONTRACTING 134 MURRAY AVENUE 12/11/2009 12/11/2014 CO INC YONKERS NY 10704 DOL DOL ..... 0241 MERIT FENCE CO INC 130 OLD ROUTE 6 08/06/2003 02/02/2012 CARMEL NY 10512 DOL DOL MICHAEL L. KRIVITZA NORTHEAST 105 PINE STREET - APT 2 05/14/2007 05114/2012 TECHNOLOGI EAST ROCHESTER NY 14445 ES DOL DOL MICHAEL STEVENS STEVENS 2458 EAST RIVER ROAD 01/23/2008 01/23/2013 TRUCKING CORTLAND NY 13045 DOL DOL ..... 0860 MICHAEL STEVENS STEVENS 2458 EAST RIVER ROAD 01/2312008 01123/2013 TRUCKING CORTLAND NY 13045 DOL DOL MICHAEL TAYLOR 66 RYBKA ROAD 03/0212007 03/02/2012 STUYVESANT FALLS NY 12174 DOL DOL ..... 0818 ~ MILLER SANDBLASTING AND 121 LINCOLN AVENUE 02/21/2008 02/21/2013 PAINTING ROCHESTER NY 14611 DOL DOL ..... 4435 MODERN TECH DESIGN & 9151 SOUTHWESTERN BLVD 01119/2006 01/19/2011 SERVICES INC ANGOLA NY 14006 DOL NYC MOHAMMAD SELIM 73-12 35TH AVE - APT F63 03/04/2010 03/04/2015 JACKSON HEIGHTS NY 11372 DOL DOL MOHAMMED ALI ALVI 22~1 26TH STREET 07/18/2005 07/18/2010 APT. 2ASTORIA NY 11102 DOL DA MOHAMMED SALEEM 768 LYDIG AVENUE 08/18/2009 08/18/2014 BRONX NY 10462 DOL DOL ..... 6616 MUIR CONTRACTORS 75 ARGYLE AVE - SUITE 2B 08/18/2005 08/18/2010 ASSOCIATES INC UNIONDALE NY 11553 DOL DOL ****'2251 MURDOUGH DEVELOPMENT 203 KELLY DRIVE 03/26/2008 03/26/2013 CO.. INC. EAST AURORA NY 14052 DOL DA ..... 9642 MUTUAL OF AMERlCAL 768 LYDIG AVENUE 08118/2009 08/1812014 GENERAL CONSTRUCTION & BRONX NY 10462 MANAGEMENT CORP DOL DOL N F K ENTERPRISES 22 BLACK HAWK ROAD 06/10/2005 06/10/2010 PINE BUSH NY 12566 DOL DOL ..... 3310 N F K EXCAVATING AND 22 BLACK HAWK ROAD 06/10/2005 06/10/2010 CONSTRUCTION INC PINE BUSH NY 12566 DOL OOL ****'7371 N F K LANDSCAPING SUPPLY 22 BLACK HAWK ROAD 06/10~2005 08/10/2010 CORP PINE BUSH NY 12566 DOL DOL ..... 9445 NASDA ENTERPRISES INC 134-25 166 PLACE #5E 08/0712008 08/07/2013 JAMAICA NY 11434 DOL DOL ..... 2213 NEUSS CONSTRUCTION, INC. 1191 ROUTE 9W - SUITE #C6 09/06/2006 09/06/2011 MARLBORO NY 12542 DOL DOL NICK NITIS 3 ALAN B SHEPARD PLACE 12/11/2006 12/11/2011 YONKERS NY 10705 DOL DOL ..... 9890 NOBLE CONSTRUCTION 23960 WHITE ROAD 02/14/2008 02/14/2013 WATERTOWN NY 13601 DOL DOL ..... 7771 NORTHEAST TECHNOLOGIES 105 PINE STREET APT. 2 05/14/2007 05/14/2012 EAST ROCHESTER NY 14445 DOL DOL ..... 1833 NORTHEASTERN SUPREME 66 BENEDICT STREET 03/02/2007 03/02/2012 FLOOR CO.,INC CASTLETON NY 12033 DOL DOL ..... 7041 NYCOM SERVICES CORP 80~12 ASTORIA BOULEVARD 11/22/2808 11/22/2013 EAST ELMHURST NY 11370 DOL DOL ..... 0797 O GLOBO CONSTRUCTION 85-06 60TH AVENUE 11/2112008 11/21/2013 CORP ELMHURST NY 11373 NYSDOL Bureau of Public Work Debarment List 04/28/2010 Article 8 DOL AG ..... 1641 OLYMPIA MECHANICAL 3624 12TH AVENUE 08/18/2005 08/18/2010 PIPING & HEATING, INC. BROOKLYN NY 11218 DOL DOL .... 1803 OMNi CONTRACTING 3 ALAN B. SHEPARD PLACE 12/11/2006 1211112011 COMPANY, INC. YONKERS NY 10705 DOL NYC .... 3855 OT & T INC 36-28 23RD STREET 01/15/2008 05/14/2013 LONG ISLAND CITY NY 11106 DOL AG ..... 5133 P&T IRON WORKS 59 PLAIN AVENUE 06/01/2005 06/01/2010 NEW ROCHELLE NY 10801 DOL NYC ..... 9833 PARADISE CONSTRUCTION 6814 8TH AVENUE 12/03/2007 12/03/2012 CORP BROOKLYN NY 11220 DOL DOL ..... 3039 PARAGON PLATE GLASS, INC. 210 FACTORY STREET 11/07/2006 11/07/2011 WATERTOWN NY 13601 DOL DOL PATRICK BURNS 19 E. CAYUGA STREET 05/15/2008 05/15/2013 OSWEGO NY 13126 DOL DOL PATRICK SHAUGHNESSY 88 REDWOOD DRIVE 05/16/2008 05/16/2013 ROCHESTER NY 14617 DOL DOL PEDRO RINCON 131 MELROSE STREET 03/02/2010 03/02/2015 BROOKLYN NY 11206 DOL DOL PERRY JACOBS 736 SHERMAN DRIVE 12/04/2005 12104/2010 BOX 8015UTICA NY 13505 DOL AG PETER GOUZOS 131 4TTH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL DOL PETER J LANDI 249 MAIN STREET 10/05/2009 10/0512014 EASTCHESTER NY 10709 DOL DOL ..... 7229 PETER J LANDI INC 249 MAIN STREET 10/05/2009 10105/2014 EASTCHESTER NY 10709 DOL DOL ..... 5419 PINE VALLEY LANDSCAPE RR 1, BOX 285-B 08/27/2008 08/27/2013 CORP BUSKIRK NY 12028 DOL DOL PRECISION DEVELOPMENT 115 LEWIS STREET 05/12/2009 05/12/2014 CORP YONKERS NY 10703 DOL DOL ..... 9167 PRECISION SITE WORK, INC. 736 SHERMAN DRIVE 1210412005 12/04/2010 BOX 8015UTICA NY 13505 DOL DOL ..... 9359 PRECISION STEEL ERECTORS P O BOX 949 09/02/2008 09/02/2013 INC BREWERTON NY 13029 DOL DOL ..... 2326 PUTMAN CONSTRUCTION 29 PHYLLIS AVENUE 09103/2008 09/03/2013 COMPANY OF WESTERN NY BUFFALO NY 14215 DOL DOL ..... 7438 R & H COMMERCIAL 102 WILLOW AVENUE 06/20/2007 06/20/2012 FLOORING, INC. WATKINS GLEN NY 14891 DOL DOL ..... 1596 R & T SUPREME SPORTS 66 RYBKA ROAD 03/02/2007 03/02/2012 FLOORING, LLC STUYVESANT FALLS NY 12174 DOL DA ..... 0358 R & W FACILITY CARE 485 ATLANTIC AVENUE 11/22/2005 11/22/2010 SYSTEMS INC BROOKLYN NY 11217 DOL DOL ..... 1629 R S CONSTRUCTION 571 MILES SQUARE ROAD 04/04/2007 04/04/2012 COMPANY LLC YONKERS NY 10701 DOL AG ..... 2626 RAINBOW RENOVATIONS, 35-44 CRESCENT STREET 08/03/2006 08/03/2011 INC. LONG ISLAND CITY NY 11106 DOL DOL ..... 7294 REDWOOD FLOORING, INC. 88 REDWOOD DRIVE 05/16/2008 05/16/2013 ROCHESTER NY 14617 DOL NYC ..... 6978 RISINGTECH INC 243-03 13TTH AVENUE 03125/2010 03/25/2015 ROSEDALE NY 11422 DOL DOL ROBBYE BISSESAR 89-51 SPRINGFIELD BLVD 01/11/2003 01/11/3003 QUEENS VILLAGE NY 11427 DOL DOL ROBERT DIbIARSICO 1233 WALT WHITMAN ROAD 04/29/2008 04/29/2013 MELVILLE NY 11747 DOL DOL ROBERT O'HANLON 635 MIDLAND AVENUE 07/09/2007 07/09/2012 GARFIELD NJ 07026 DOL DOL ROBERT STEVENSON 571 MILES SQUARE ROAD 04/04/2007 04/04/2012 YONKERS NY 10701 DOL DOL ..... 1721 ROBERTS CONSTRUCTION OF 5 SANGER AVENUE 01/28/2009 01/28/2014 UPSTATE NEW YORK INC NEW HARTFORD NY 13413 DOL DOL ..... 3467 ROCKERS AND NOCKERS LLC 207 RIVERVIEW ROAD 10123/2007 10/23/2012 REXFORD NY 12148 DOL DOL ROGER A HOEK JR 22 BLACK HAW ROAD 06/10/2005 06/10/2010 PINE BUSH NY 12566 DOL DOL RONALD R SAVOY C/O CNY P O BOX 250 11/06/2008 11/06/2013 MECHANICAL EAST SYRACUSE NY 13057 ASSOCIATES INC DOL DOL ROSARIO CARRUBBA 5755 NEWHOUSE ROAD 10/10/2007 10/10/2012 EAST AMHERST NY 14051 DOL DOL RUDOLPH NEUSS 8 FAR HORIZONS DRIVE 09/06/2006 09/06/2011 NEWBURGH NY 12550 DOL DOL RUSSELL TUPPER 8346 BREWERTON ROAD 07106/2007 07/06/2012 CICERO NY 13039 DOL DOL RUTH H SUTTON 939 GROVESIDE ROAD 08/27/2008 08/27/2013 BUSKIRK NY 12028 NYSDOL Bureau of Public Work Debarment List 04/2812010 Article 8 DOL DOL ..... 2585 S B WATERPROOFING INC SUITE #3R 11/04/2009 11/04/2014 2167 CONEY iSLAND AVENUEBROOKLYN NY 11223 DOL DOL .... 9066 SAMAR PAINTING & 137 E MAiN STREET 12101/2008 12/01/2013 DECORATING INC ELMSFORD NY 10523 DOL NYC ..... 0987 SCHWARTZ ELECTRIC 89 WALKER STREET 01/04/2008 01/04/2013 CONTRACTORS INC NEW YORK NY 10013 DOL DOL ..... 6348 SEABURY ENTERPRISES LLC 22562 SEA BASS DRIVE 10/1012007 10/10/2012 BOCA RATON FL 33428 DOL NYC ..... 4020 SERVI-TEK ELEVATOR CORP 2546 EAST TREMONT AVENUE 07/16/2009 07/16/2014 BRONX NY 10461 DOL NYC ..... 8252 SEVERN TRENT 16337 PARK ROW 06/12/2007 06/12/2012 ENVIRONMENTAL SERVICES HOUSTON TX 77084 INC DOL DOL ..... 0256 SIERRA ERECTORS INC 79 MADISON AVE - FL 17 04/16/2009 04/16/2014 NEW YORK NY 10016 DOL DOL ..... 0415 SIGNAL CONSTRUCTION LLC 199 GRIDER STREET 11/14/2006 02/25/2015 BUFFALO NY 14215 DOL DOL ..... 8469 SIGNATURE SEALCOATING & 345 LIVINGSTON AVENUE 04/04/2007 04/04/2012 STRIPPING SERVICE JAMESTOWN NY 14702 DOL DOL ..... 9397 SKY COMMUNICATIONS. INC. PO BOX 278 02/20/2007 02/20/2012 DEWITT NY 13214 DOL AG SN CONTRACTING CORP 131 47TH STREET 01/25/20(~7 01/2512012 BROOKLYN NY 11232 DOL AG ..... 7480 SNA CONTRACTING CORP 131 47TH STREET 01/26/2007 01/25/20'12 BROOKLYN NY 11232 DOL AG ..... 2738 SNA CONTRACTING CORP. 131 4TTH STREET 01/2512007 01/25/2012 BROOKLYN NY 11232 DOL AG SOLOMON WERZBERGER 56 LYNCREST DRIVE 08118/2005 08/18/2010 MONSEY NY 10952 DOL DOL .... 0918 SPECTRUM CONTRACTING 875 THIRD AVENUE 12/11/2006 12/11/2011 GROUP INC NEW YORK NY 10022 DOL AG ..... 1355 SPIRIDON ANTHOULIS 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL AG STACEY GOUZOS 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL DOL ..... 3496 STAR INTERNATIONAL INC 8~51 SPRINGFIELD BLVD 08111/2003 08/11/3003 QUEENS VILLAGE NY 11427 DOL NYC ..... 6650 START ELEVATOR 4350 BULLARD AVENUE 01/28/2008 01/28/2013 CONSTRUCTION, INC. BRONX NY 10466 DOL NYC ..... 3896 START ELEVATOR 4350 BULLARD AVENUE 01128/2008 01/28/2013 MAINTENANCE, INC. BRONX NY 10466 DOL NYC ..... 1216 START ELEVATOR REPAIR, 4350 BULLARD AVENUE 01/28/2008 01/28/2013 INC. BRONX NY 10466 DOL NYC ..... 2101 START ELEVATOR, INC. 4350 BULLARD AVENUE 01/28/2008 01/28/2013 BRONX NY 10466 DOL DOL STEED GENERAL 1445 COMMERCE AVENUE 10109/2007 10/09/2012 CONTRACTORS INC BRONX NY 10461 DOL DOL STEPHEN BALZER 34q)8 PARKWAY DRIVE 07/01/2008 07/01/2013 BALDWIN NY 11510 DOL DOL STEVE PAPASTEFANOU 1445 COMMERCE AVENUE 10/09/2007 10/09/2012 BRONX NY 10461 DOL AG STEVEN TISCHLER 1465 46TH STREET 08/1812005 08/18/2010 BROOKLYN NY 11212 DOL DOL ..... 4081 STS CONSTRUCTION OF WNY 893 EAGLE STREET 06/09/2009 06/09/2014 BUFFALO NY 14210 DOL DOL .... 5966 SUPREME SPORT SURFACE~c 66 BENEDICT STREET 03/02/2007 03/02/2012 INC. CASTLETON NY 12033 DOL DOL ..... 2036 SURACl ENTERPRISES INC 364 BLEAKER ROAD 10125/2007 10/25/2012 ROCHESTER NY 14609 DOL DOL ..... 9336 SWITZER SALES ARTIERI 107 STEVENS STREET 11/04/2009 11/04/2014 SPECIALTIES LOCKPORT NY 14094 DOL AG TAO GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONTRACTORS INC BROOKLYN NY 11232 DOL DOL THEODORE F FAULKS 18 FIREWEED TRAIL 06/10/2008 06/10/2013 HILTON NY 14468 DOL DOL THOMAS ASCHMONEIT 79 MADISON AVENUE - FL 17 04/16/2009 04/16/2014 NEW YORK NY 10016 DOL DOL THOMAS E. MOONEY 164 WINSLOW STREET 11/07/2006 11/07/2011 WATERTOWN NY 13601 DOL DOL THOMAS GORMALLY 250 KNEELAND AVENUE 07/09/2007 07/09/9012 YONKERS NY 10705 DOL DOL TIMOTHY P SUCH 893 EAGLE STREET 06/09/2009 06/09/2014 BUFFALO NY 14210 DOL DOL TNT DEMOLITION AND 355 COUNTY ROUTE 8 08/08/2009 08119/2014 ENVIRONMENTAL INC FULTON NY 13069 NYSDOL Bureau of Public Work Debarment List 04/28/2010 Article 8 DOL DOL ..... 3983 TOMMASO ALLOCCA 15 PINE AIRE DRIVE 08/01/2005 08/01/2010 BAY SHORE NY 11706 DOL DOL ..... 3315 TOTAL DOOR SUPPLY & 16 JOY DRIVE 01/05/2010 01/05/2015 INSTALLATION INC NEW HYDE PPARK NY 11040 DOL DOL ..... 3315 TOTAL DOOR SUPPLY & 16 JOY DRtVE 01/05/2010 01/05/2015 INSTALLATION INC NEW HYDE PPARK NY 11040 DOL DOL TRI STATE TRUCKING INC 140 ARMSTRONG AVENUE 10/21/2009 10/21/2014 SYRACUSE NY 13209 DOL DOL ..... 9640 TROPIC CONSTRUCTION 59-45 56TH AVENUE 0811612005 08/16/2010 CORP MASPETH NY 11378 DOL DOL ..... 8430 TROPIC ROOFING CORP. 59-45 56TH AVENUE 08/16/2005 08/16/2010 MASPETN NY 11378 DOL NYC ..... 5184 UDDIN USA CORP 663 DEGRAW STREET 05/17/2007 05/17/2012 BROOKLYN NY 11217 DOL DOL ..... 8663 URBAN-SUBURBAN 3 LUCON DRIVE 06/20/2007 06/20/2012 RECREATION I NC DEER PARK NY 11728 DOL DA VASILIOS TSIMITRAS 235 91ST STREET 11/2712006 11/27/2011 BROOKLYN NY 11209 DOL DOL VIRGINIA L CAPONE 137 E MAIN STREET 12/01/2008 12/01/2013 ELMSFORD NY 10523 DOL NYC ..... 9936 VISHAL CONSTRUCTION INC 73-12 35TH AVE - APT F63 03/04/2010 03/0412015 JACKSON HEIGHTS NY 11272 DOL NYC ..... 5466 VIVA VICTORIA ENTERPRISES 10317 90TH STREET 06/12/2006 06112/2011 LTD OZONE PARK NY 11417 DOL DOL ..... 0329 WET PAINT CO. OF OSWEGO 19 E. CAYUGA STREET 05/15/2008 05/15/2013 INC OSWEGO NY 13126 DOL DOL WHITE PLAINS CARPENTRY 220 FERRIS AVENUE 12/04/2009 12/04/2014 CORP WHITE PLAINS NY 10603 DOL DOL WILLIAM PUTNAM 50 RIDGE ROAD 09/03/2008 09/03/2013 BUFFALO NY 14215 DOL DA WILLIAM TSIMITRAS 235 91ST STREET 11/27/2006 11/27/2011 BROOKLYN NY 11209 DOL DOL WILLIAM W FARMER JR 112 HUDSON AVENUE 10119/2009 10/19/2014 ROCHESTER NY 14605 DOL DOL WINSTON J. GOINS, SR. 87 MALLING DRIVE 05/01/2006 05/01/2011 ROCHESTER NY 14621 DOL AG YANG GENERAL 131 47TH STREET 0112512007 01/25/2012 CONTRACTING LTD BROOKLYN NY 11232 DOL AG ..... 0288 YIN CONSTRUCTION LTD 131 47TH STREET 01/25/2007 0t/25/2012 BROOKLYN NY 11232 DOL AG YULY ARONSON 700 SUMMER STREET 11/24/2009 11/24/2014 STAMFORD CT DOL AG ..... 1564 ZARBEN GENERAL 131 4TrH STREET 01/25/2007 01/25/2012 CONSTRUCTION INC BROOKLYN NY 11232 DOL DOL ZEPHENIAH DAVIS 2068 ANTHONY AVENUE 12/2612007 12/26/2012 BRONX NY 10457 NYSDOL Bureau of Public Work Debarment List 04/28/2010 Article 9 STANDARDINSURANCE REQUIREMENTS TOWN OF SOUTHOLD CONTRACT INSURANCE REQUIREMENTS INSURANCE IDENTIFICATION: THE BID NUMBER IS TO APPEAR ON ALL INSURANCE CERTIFICATES INDEPENDENT CONTRACTOR: The Corporation/Contractor/Agency/Consultant, is an independent contractor and covenants and agrees that it, its agents, servants and/or employees will neither hold itself/themselves out as, nor claim to be an employee, servant or agent of the TOWN OF SOUTHOLD, and that it, its agents and employees will not make claim, demand or application to or for any right or privilege applicable to an officer or employee of the TOWN OF SOUTHOLD including, but not limited to Worker's Compensation coverage, Unemployment Insurance benefits, Social Security coverage or retirement membership or credit. INSURANCE: Contractor/vendor shall not commence work under this contract until he has obtained all insurance required under the following paragraphs, and the Town of Southold has approved such insurance. WORKERS' COMPENSATION: Contractor/vendor shall take out and maintain during the life of this contract, such insurance as will protect both the owner and the contractor from claims under worker's compensation acts and amendments thereto and from any other claims for property damage and for personal injury including death, which may arise from operations under this contract, whether such operations by contractor or by any other party directly or indirectly employed by the contractor. Copy of Certificate to be provided to the Town of Southold. DISABILITY INSURANCE & UNEMPLOYMENT INSURANCE: Contractor/vendor shall take out and maintain during the entire term of the contract any disability benefits and unemployment insurance as required by law. Copy of Certificate to be provided to the Town of Southold. GENERAL LIABILITY INSURANCE: The contractor/vendor shall take out and maintain during the life of the contract, such bodily injury liability and property damage liability insurance as shall protect him and the Town from claims for damages for bodily injury including accidental death, as well as from claims for property damage which may arise from operations under this contract, whether such operations be by himself or by any subcontractor or by anyone directly or indirectly employed by either of them. It shall be the responsibility of the contractor/vendor to maintain such insurance in amounts sufficient to fully protect himself and the Town, but in no instance shall amounts be less than those set forth below. These amounts are specified only to establish the minimum coverage acceptable. Bodily injury liability and property damage liability insurance in an amount not less than $1,000,000 (one million dollars) for damages on account of any one accident, and in an amount of not less than $2,000,000 (two million dollars) on account of all accidents (general aggregate). EXCESS/UMBRELLA INSURANCE: The contractor/vendor shall take out and maintain during the life of the project an excess/umbrella insurance policy in an amount of not less than $5,000,000 (Five million dollars) each occurrence and aggregate. SIR- 1 STANDARD INSURANCE REQUIREMENTS OTHER CONDITIONS OF COMMERCIAL GENERAL LIABILITY INSURANCE: 1. Coverage shall be written on commercial general liability form. 2. Coverage shall include: A. Contractual liability B. Independent contractors C. Products and completed operations AUTOMOBILE LIABILITY INSURANCE: Automobile bodily injury liability and property damage liability insurance shall be provided by the contractor/vendor with a minimum combined single limit (CSL) of $1,000,000 (one million dollars). OTHER CONDITIONS OF AUTOMOBILE LIABILITY INSURANCE: 1. Coverage shall include: A. All owned vehicles B. Hired car and non-ownership liability coverage C. Statutory no-fault coverage ADDITIONAL CONDITIONS OF INSURANCE: 1. Contractor/vendor shall submit copies of any or all required insurance policies as and when requested by the Town. 2. If any of the contractor's/vendor's policies of insurance are cancelled or not renewed during the life of the contract, immediate notice of cancellation of non-renewal shall be delivered to the Town no less than 10 days prior to the date and time of cancellation or non-renewal. CERTIFICATE OF INSURANCE: The contractor/vendor shall file with the Town of Southold prior to commencing work under this contract, a certificate of insurance. 1. Certificate of insurance shall include: C. E. G. Name and address of insured Insurance company name Policy number Limits of liability for all policies included on certificate B. Issue date of certificate D. Type of coverage in effect F. Inception and expiration dates of policies included on certificate. SIR - 2 · STANDARD INSURANCE REQUIREMENTS Description of operations/locations/etc. Box must include the statement: "THE TOWN OF SOUTHOLD IS LISTED AS ADDITIONAL INSURED" CERTiFICATE HOLDER SHALL BE LISTED AS: TOWN OF SOUTHOLD 53095 ROUTE 25, P.O. BOX 1179 SOUTHOLD, NY 11971 If the contractor's/vendor's insurance policies should be non-renewed, cancelled or expire during the life of the contact, the Town shall be provided with a new certificate indicating the replacement policy information as requested above. Thirty days (30) prior written notice to the Town of Southold for cancellation is applicable. SIR- 3 GENERAL CONDITIONS lNDEX 1. Definitions of Terms 2. Standards of Workmanship 3. Samples 4. Manufactured Materials 5. Laboratory 6. Shop Drawings 7. Permits 8. Plans and Specifications 9. Cutting, Patching and Digging 10. Errors, Omissions and Discrepancies 11. Temporary Toilet 12. Proper Method of Work and Proper Materials 13. Inspection 14. Waiver 15. Water and Electric Power 16. Machinery and Equipment 17. Maintenance 18. Schedule of Operations 19. Right to Use Work 20. Notice of Warning 21. Warning Signs 22. Accident Prevention 23. Damages 24. Maintenance of Traffic 25. Final Site Cleaning 26. Protection of Land Markers, Trees, Shrubs, and Property 27. Protection of Utilities 28. No Damages for Delay 29. Record Keeping 30. Subcontractors and Suppliers 31. Penal Law GC- 1 GENERAL CONDITIONS 1. DEFINITIONS OF TERMS: Whenever the following words and expressions are used in the Specifications, it is understood that they have the meaning defined below: PLANS: All official drawings or reproductions of drawings pertaining to the work or to any structure connected therewith. SPECIFICATIONS: The body of directions, requirements, descriptions, etc. contained in this document, together with all documents of any description and agreements made (or to be made) pertaining to the methods or manner of performing the work and/or to the quantities and quality of materials to be fumished and accepted under this Contract. OWNER: Shall mean Town Board, Town of Southold. ENGINEER {ARCHITECT): the Owner and/or duly authorized representative to represent the Owner in the execution of the work covered by the consultants and assistants engaged by the Owner and the Engineer to the extent of the particular duties entrusted to them. CONTRACT: Collectively, the Contract executed by the Owner and the Contractor, Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Special Conditions, Specifications, Construction Drawings, Addenda, Performance Bonds, and all supplemental agreements made or to be made. CONTRACTOR: The party of the second part hereto, whether corporation, firm or individual, or any combination thereof, and successor, personal representatives, executors, administrators and assigns, and any person, firm or corporation who or which shall at any time be substituted in place of the second part under this Contract. INSPECTOR: An authorized representative of the Owner or his Engineer assigned to make any and all necessary inspections of the work performed and the materials furnished by the Contract. MATERIALS: Any approved materials acceptable to the Engineer and conforming to the requirements of these Specifications. WORK: All of the work proposed to be accomplished at the site of the project, and all such other work as is in any manner required to accomplish the complete project. This includes all plant, labor, materials, supplies, equipment and other facilities and acts necessary or proper or incidental to the carrying out and completion of the terms of this Contract. The term "work performed" shall be construed to include the material delivered to and suitably stored at the site of the project. 2. STANDARDS OF WORKMANSHIP: The apparent silence of the Specifications as to any detail or an apparent omission from them ora detailed description concerning any work to be done and materials to be furnished shall be regarded as meaning that only the best general practice observed in the latest current construction work is to prevail and that only material and workmanship of first quality is to be used in this connection and all interpretations of these Specifications shall be made upon this basis. GC - 2 GENERAL CONDITIONS 3. SAMPLES: The Contractor shall furnish for approval, all samples as directed. The work shall be in accordance with approved samples. Samples shall be submitted in ample time so as to prevent delay in fabrication or ordering of materials, allowing for a reasonable time for the Engineer to consider the samples submitted and, if necessary, to permit a resubmission of samples to the Engineer until approval is given. Work and material shall be fumished and executed in accordance with approved samples, in every aspect. Each sample shall be labeled, bearing material, name and quality, Contractor's name, date and other pertinent data. Unless otherwise specified, samples shall be in duplicate and of adequate size to show quality, type, color, range and finish and texture of material. Materials shall not be ordered until approval is received in writing from Engineer. 4. MANUFACTURED MATERIALS: Where several materials are specified by name, the Engineer shall have the right, before execution of the Contract, to require any and all bidders to state the materials upon which they based their bid. Where any materials are specified by name or trade name, or by catalog number of a company or companies, the Contractor shall furnish the article mentioned unless approval of the Engineer is obtained in writing for a substitution. Should Contractor desire to substitute another material for one or more specified by name, he shall apply in writing for such permission and state credit or extra involved. He shall also provide supporting data and samples for Engineer's consideration. Unless particularly specified otherwise, all manufactured articles, materials and equipment shall be applied, assembled, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer and including the necessary preparation to properly install the work. Where reference is made to manufacturer's directions, the Contractor shall submit such directions to the Engineer as required. The materials used in construction shall be disposed as not to endanger the work, and so that full access may at all times be had to partly completed work and structures and they shall be so disposed as to cause no injury to those having access to the work or any of the units. All labor shall be performed in the best and most workmanlike manner by mechanics skilled in their respective trades. Standards of work required throughout shall be of such grades as will bring first-class results only. The type of labor employed by the Contractor shall be such as will insure the uninterrupted continuity of the entire work, without conflict of any kind. 5. LABORATORY: Laboratories shall be designated by the Engineer for testing the materials to be used under the Contract. Where tests are made by other than the designated laboratories, two certified copies showing correctly the chemical analysis and physical tests shall be fumished to the Engineer. 6. SHOP DRAWINGS: The Contractor shall submit to the Engineer six (6) copies of all shop drawings and schedules and no work shall be fabricated until his approval has been given. All shop drawings submitted to the Engineer must be in English, and must bear the Contractor's stamp of approval evidencing that the drawings have been checked. GC - 3 GENERAL CONDITIONS The Contractor will make any corrections in the drawings required by the Engineer and will file with the Engineer four corrected copies. Approval by the Engineer of such drawings or schedules shall not relieve the Contractor from responsibility for (a) errors of any sort in shop or setting drawings or schedules; or (b) deviations from Plans and Specifications unless the Contractor, at the time of submission of said drawings and schedules, has given notice to the Engineer of any such deviations. 7. PERMITS: 7.1 Municipal: All work in connection with the installation of pipes or other underground structures of a like nature either within or without the limits of the highway, shall follow all the provisions as conta'med herein together with the provisions, as they apply, of the Highway Law (Town Code) with all subsequent changes, additions or corrections thereto. A. The Contractor shall obtain from the Building Department a certificate of occupancy, whenever the scope of work of the Contract provides for the construction of a building or structure, or for modification or alteration of a building or structure, so that a certificate of occupancy, or a revised certificate of occupancy is required under state and/or local law. The Owner shall be responsible for obtaining the building permit and permit(s) pre-requisite thereto, including but not limited to the following, unless Contractor is specifically required to obtain the same pursuant to other provisions of this document: (2) (3) Building permit Fire prevention permit Health DepartmenffApplication to construct a) b) Sanitary system including SPDES permit Hazardous materials storage The following additional permits when required under law shall also be obtained by the Owner: O) (2) (3) NYSDEC permit(s) Town Division of Environmental Protection U.S. Army Corp of Engineers The Contractor shall give all notices, and comply with all laws, ordinances, rules, regulations and conditions of the permits, bearing on the conduct of the work as drawn and specified, and shall be responsible for acquisition of all pertinent information necessary for such compliance. The Contractor shall be responsible for: (1) Coordinating all building department and other department and agency inspections and approvals, (2) Obtaining U.L. approvals, (3) Health Department inspections and approvals, (4) Obta'ming final certificate of occupancy. On projects involving multiple contracts, it shall be the responsibility of the "General Contractor" to coordinate with the building department and other agencies and to obtain the certificate of GC - 4 · GENERAL CONDITIONS occupancy. It shall be the responsibility of the mechanical contractors (prime contractors other than the G.C.) to coordinate inspections and approvals of that part of the project, which falls within the scope of their contract with the G.C., and/or as may be appropriate, directly with the approving agency. In the event that one or more of the contractors on a multi-contract project fails to perform the work in a timely manner, thereby causing undue delay in the completion of the project, and the issuance of the certificate of occupancy, the owner shall in that event, have the option to exercise "The owners right to stop work or terminate contract" as provided for in the conditions of the contract. B. Pipes and Underground Structures: All work in connection with the installation of pipes or other underground structures of a like nature either within or without the limits of the highway, shall follow all the provisions, as they apply, of the Highway Law As per Town Code Standards) with all subsequent changes, additions or corrections thereto. C. Any work to be performed within the Town Highway right-of-way will require a Town Highway Department road-opening permit. Obtaining of the permit and subsequent release/approval shall be the responsibility of the Contractor. Acceptance of the contractor's performance bond in lieu of the Contractors road-opening bond shall be at the option of the Highway Department. 7.2 Suffolk County: All permits required for opening County roads and making connections with County drains will be obtained by the Owner. A copy of the permit, which must be kept on the job at all times, will be supplied to the Contractor. The Contractor will not be permitted to open any County road or make any connection to any County drain until he has been supplied with this permit. (a) Department of Public Works All permits required for opening County roads and making connections with County drains, will be obtained by the Owner. A Copy of the permit, which must be kept on the job at all times, will be supplied to the Contractor. The Contractor will not be permitted to open any County road or make any connection to any County drain until he has been supplied with this permit. The Contractor shall be responsible for conformance to all conditions of the permit and for the subsequent release/approval. (b) Department of Health Services: The Contractor shall be responsible for obtaining approvals pursuant to Health Department permits described in paragraph 7. lA. 7.3 State of New York: The Contractor shall obtain all necessary New York State highway permits GC - 5 GENERAL CONDITIONS · whenever the Contract requires any work to be done within or upon existing State highway right-of- ways. These permits shall be obtained from the District Office in Hauppauge prior to the performance of the work. Upon application for the permit, the Contractor will be required to supply the following: (1) Three (3) copies of a sketch or print showing description and location of the proposed work. The Engineer will supply these prints to the Contractor. (2) Contingent liability insurance for the State (in addition to his own liability insurance) shall be furnished in amounts and manner as required by the State of New York. The contingent protective liability and completed operations liability insurance policy to cover: "The people of the State of New York and/or the Superintendent of Public Works covering liability arising with respect to all operations through highway permits by permittee or by anyone acting by, through or for the permittee, including omissions and supervisory acts of the State", in the amount of personal injury (including death) and property damage as required. 8. PLANS AND SPECIFICATIONS: The Contractor will be fumished with five sets of Plans and Specifications giving all the details and dimensions necessary for carrying out the work. One copy of Plans and Specifications fumished to the Contractor must be kept constantly on the site. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown on the Plans and all the work and materials necessary for the completion of the work according to the intent and meaning of the Contract shall be furnished, performed and done as if the same were both mentioned in the Specifications and shown on the Drawings. Any conflict or inconsistency between the Plans and Specifications, or any discrepancy between the figures and scale of Drawings, shall be submitted by the Contractor to the Engineer, whose decision thereon shall be conclusive. In the event the meaning of any portion of the Specifications or Drawings or any supplementary drawings or instructions of the Engineer is doubtful, the same shall be understood to call for the best type of construction, both as to materials and workmanship, which reasonably can be interpreted. All materials and workmanship must be strictly in accordance with the Specifications. The Plans show approximate size, arrangement and location of the proposed work. The Engineer will give base lines, grades, shapes and dimensions and the Contractor shall construct the work exactly in accordance with such instructions of the Engineer subject, however, to change as provided for under the headings "Changes and Alterations" and "Compensation to be Paid to the Contractor". Additional copies of Plans and Specifications, when requested, will be furnished to the Contractor at cost of reproduction. The Contractor shall furnish to each of the subcontractors and materialmen such copies of the Contract Documents as may be required for their work. GC - 6 GENERAL CONDITIONS 9. CUTTING~ PATCHING AND DIGGING: The Contractor shall do all cutting, fitting or patching of his work that may be required to make its several parts come together properly and fit it to receive or be received by work of other contractors shown upon or reasonably implied by Drawings and Specifications for the completed structure, and he shall make good after them as Engineer may direct. Any cost caused by defective or ill-timed work shall be borne by the party responsible therefor. The Contractor shall not endanger any work by cutting, digging or otherwise, and shall not cut or alter the work of any other contractor save with the consent of the Engineer. 10. ERRORS~ OMISSIONS AND DISCREPANCIES: a) If any errors, omissions or discrepancies appear in the drawings, Specifications or other documents, the Contractor shall, within ten days fi:om receiving such Drawings, Specifications or documents, notify the Engineer in writing of such errors or omissions. In the event of the Contractor's failing to give such notice, he will be held responsible for the results of any such errors or omissions and the cost of rectifying the same. b) If, in the opinion of the Contractor, any work is shown on Drawings, or details, or is specified in such a manner as will make it impossible to produce a first class piece of work, or should discrepancies appear between the Drawings and/or Specifications, he shall refer the same to the Engineer for interpretation before proceeding with the work. If the Contractor fails to make such references to the Engineer, no excuse will thereafter be entertained for failure to carry out the work in satisfactory manner as directed. c) Should a conflict occur in or between the Drawings and Specifications and/or existing conditions, the Contractor shall be deemed to have estimated on the more expensive way of doing the work, unless he shall have asked for and obtained a decision in writing from the Engineer, before the submission of bids, as to which method or material will produce the results to the best interest of the Town. 11. TEMPORARY TOILET: The Contractor shall provide and maintain a sanitary temporary toilet where directed by the Engineer. The temporary toilet shall be enclosed and weatherproof and kept in a sanitary condition at all times. Upon removal of the temporary outside toilet, the vault shall be disinfected, filled and all evidence of the toilet removed from the site. 12. PROPER METHOD OF WORK AND PROPER MATERIALS: The Engineer shall have the power in general to direct the order and sequence of the work, which shall be such as to permit the entire work under this Contract to be begun and to proceed as rapidly as possible and such as to bring the several parts of the work to a successful completion at about the same time. If at any time before the commencement or during the progress of the work the materials and appliances used or to be used appear to the Engineer as insufficient or improper for assuring the quality of the work required, or the required rate of progress, he may order the Contractor to increase their efficiency or to improve their character, and the failure of the Engineer to demand any GC - 7 GENERAL CONDITIONS increase of such efficiency or improvement shall not release the Contractor from his obligation to secure the quality of work or the rate of progress specified. During freezing or inclement weather, no work shall be done except such as can be done satisfactorily and in a manner to secure first-class construction throughout. All work shall be done in such a manner as will properly protect and support existing permanent structures, pipe lines, etc. 13. INSPECTION: Inspectors shall be authorized to inspect all work done on materials furnished. Such inspections may extend to all parts of the work and to the preparation or manufacture of the materials to be used. In case of any dispute arising between the Contractor and the Inspector as to materials furnished or the manner of performing the work, the Inspector shall have the authority to reject material or suspend the work until the question at issue shall be referred to and decided by the Engineer. The Inspector shall not be authorized to revoke, alter, enlarge, relax or release any requirements of these Specifications, nor to approve or accept any portion of the work, nor to issue instruction contrary to the Plans and Specifications. The Inspector shall in no case act as foreman or perform other duties for the Contractor or interfere with the management of the work by the latter. Any advice, which the Inspector may give the Contractor, shall in no way be construed as binding the Engineer nor the Owner in any way nor releasing the Contractor from the fulfillment of the terms of the Contract. The Contractor shall be conclusively presumed to be acquainted with all existing conditions and to guarantee that all work and materials shall, upon final completion of the work, be turned over to the Owner in a complete and perfect condition and he shall be responsible for the proper care, maintenance and protection of all work and material until his entire Contract is completed and all work and materials found In good condition and accepted. The Contractor will be held responsible for the entire work until completed and accepted by the Engineer and the Owner. The Contractor shall, at all times, provide the Owners, Engineer, assistants and inspectors under him with necessary facilities for determining both on the work and at the places of manufacture, that all work being performed and all materials being manufactured are strictly in accord with the Contract. Until acceptance of work by the Owner, the Contractor shall be responsible for all damages to the work including action of the elements or any other cause whatsoever. The Contractor shall continuously and adequately protect the work against damage from any cause. 14. WAIVER: Neither the inspection by the Owner or Engineer or any part of their employees nor any order, measurement or certificate by the Engineer nor any order by the Owner for the payment of any money nor any payment for or acceptance of, the whole or any part of the work by the Engineer or the Owner nor any extension of time nor any possession taken by the Owner or its employees shall operate as a waiver of any provision of this Contract or of any power herein reserved to the Owner or any right to damages herein provided; nor shall any waiver of any breach of the Contract constitute a waiver of any subsequent breach. Any remedy provided in this Contract shall be construed as cumulative; that is in addition to each and every remedy herein provided. GC - 8 GENERAL CONDITIONS 15. WATER AND ELECTRIC POWER: All water and electric power supply for construction purposes must be provided by the Contractor. The cost shall be borne by the Contractor. 16. MACHINERY AND EQUIPMENT: All machinery, equipment, trucks and vehicles used in the prosecution of the work or in connection therewith, shall at all times be in proper working condition. The Contractor shall be responsible for curtailing noise, smoke, fumes or any other nuisance resulting from his operations. He shall, upon written notification from the Engineer, make any repairs, replacements, adjustments, additions, and furnish mufflers when necessary to fulfill these requirements. 17. MAINTENANCE: If, within one year from the date of issuance of the Final Certificate, any portion of the work shall, in the opinion of the Owner, require repairing, replacing, or rebuilding, the Contractor shall start such repairs within five (5) days after the receipt of notice from the Owner, and if the Contractor shall fail or neglect to start such repairs within the said five (5) days, the Owner may employ such other person or persons as they deem proper to make such repairs and pay the expense thereof out of any sum retained by them, provided nothing herein contained shall limit the liability of the Contractor or his Surety to the Owner for nonperformance of the Contractor's obligations at any time. 18. SCHEDULE OF OPERATIONS: Within 5 days after the signing of the Contract, the Contractor shall submit a proposed program of operations, showing clearly how he proposes to conduct the work so as to bring about the completion of his work within the time limit specified. This program shall outline the proposed sequence of operations, the rates of progress and the dates when his work will be sufficiently advanced to permit the installation of work under this Contract. 19. RIGHT TO USE WORK: The Owner may enter upon and use the whole or any portion of the work, which may be in condition to use any time previous to its final acceptance by the Owner. Such use shall not constitute or be evidence of acceptance by the Owner or the Engineer of the whole or any part of the material furnished or work performed under the Contract. 20. NOTICE OF WARNING: If the Contractor shall fail to make prompt payment to persons supplying labor or materials for the work, or refuse or fail to supply enough properly skilled workmen or proper materials or refuse or fail to prosecute the work or any part thereof with such diligence as will insure its completion within the period herein specified (or any duly authorized extension thereof) or fail to complete the work within said period or fail or refuse to regard laws, ordinances, codes, instructions of the Engineer, then the Engineer shall forward by registered mail to the Contractor, at the address given in the Contract, a Notice of Warning, and in the event the Contractor fails to comply with said Notice of Warning within five (5) days from receipt thereof, the Owner shall have the right to terminate the Contract. 21. WARNING SIGNS: Contractor shall provide and maintain proper luminous waming and detour signs where directed by the Engineer. Obstructions such as stored materials, equipment and excavations shall be marked with not less than two lights, which shall be not more than 4 feet apart. All lights shall be kept burning from one-half hour before sunset to until one-half hour after sunrise. GC - 9 GENERAL CONDITIONS 22. ACCIDENT PREVENTION: During the performance of the work, the Contractor shall exercise all reasonable precautions for the protection of persons and property. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all other physical hazards shall be guarded in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General Contractors of America to the extent that such provisions are not inconsistent with Federal, State or Municipal laws or regulations. If any operation, practice or condition is deemed by the Engineer to be unsafe, he shall notify the Contractor in writing to take corrective action. Where, in the opinion of the Engineer, any operation, practice or condition shall be promptly discontinued and before the affected part of the work is resumed, remedial action taken. The Owner reserves the right to remedy any neglect on the part of Contractor as regards the protection of the work which may come to its attention, after 24 hours' notice in writing; except that in cases of emergency it shall have the right to remedy any neglect without notice, and in either case to deduct the cost of such remedy from money due the Contractor. Nothing in the foregoing paragraphs shall be construed as relieving the Contractor from full responsibility at all times for safe prosecution of the work. 23. DAMAGES: The Contractor shall pay and make good all losses or damages arising out of any cause connected with the Contract and shall indemnify and save harmless the Owner from any and all claims and any and all liability or responsibility of every nature and kind for any loss, damage or injury which may be brought against the Owner or any of its officers or agents, by reason of, or connected with the work or materials furnished under the Contract and shall pay all costs and expenses of every kind, character, and nature whatever, occmTing upon or arising out of the Contract. 24. MAINTENANCE OF TRAFFIC: All work under this Contract is to be completed within the time indicated in the Contract Agreement or as extended by the Owner. If in the meantime it should become necessary, because of the lateness of the season, or any other reason to stop the work, the Contractor shall at his own expense, open proper drainage ditches, erect temporary structures where necessary, prepare the roads so there will be minimum interference with traffic, set up and maintain a competent organization as directed by the Engineer, to keep the highways in first class condition for traffic, and take every precaution to prevent any damage or unreasonable deterioration of the work during the time it is closed. 25. FINAL SITE CLEARING: Before final payment will be approved, the Contractor shall prepare the construction areas as follows: All basins, manholes and pipe as constructed shall be cleaned free from accumulated construction dirt, silt, form work, etc., and all proper restoration as called for in the items of the Specifications shall be complete in every detail. The Contractor shall clean all construction areas free from accumulated forms, excavation fill, construction materials and construction shanties. All areas shall be completed in every detail and shall be broom cleaned from excess dirt and materials. GC - 10 · GENERAL CONDITIONS 26. PROTECTION OF LAND MARKERS~ TREES~ SHRUBS~ AND PROPERTY: Wherever in the conduct of the work, a monument marking a point of public or private survey is encountered or brought to view by excavation; the fact shall at once be communicated to the Engineer. In no case shall the Contractor remove the same until the location for resetting shall have been made by the Engineer. All monuments or land markings exposed to view when the work is first undertaken shall be carefully preserved and the greatest care exercised to prevent injury to or disturbance of position of the same. The unit price of all items shall include the cost of restoring to its former condition any sidewalks or curbs, as well as restoring any trees, shrubs or lawns that may be damaged during this construction. No additional payment will be made. The Contractor is required at his own expense to obtain any and all permits for use of private property if he uses such property for storage, transportation or accomplishment of the work under the Contract. Private property shall be cleaned up neatly, any damage repaired and premises restored to their original condition. 27. PROTECTION OF UTILITIES: The Contractor shall familiarize himself with the existence of structures of municipal and other public service corporations on or adjoining the site of the work, and give reasonable opportunity to and cooperation with the owners of these utilities in the work of reconstructing or altering them. Such reconstruction and alteration shall be so conducted as to delay or interfere as little as practicable with the work of the Contractor. Any additional cost of various items of work because of these utilities shall be included in the price bid for these items. The Engineer shall direct the public utility corporations to shift or remove those utility structures that may be necessary to permit the Contractor to carry out the work in accordance with the Plans. The Contractor shall not remove or cause to be removed, any structure or part of a structure owned by a public utility corporation without the approval of the Engineer. The Contractor shall cooperate with the public utility corporation whose structures (aerial, surface or subsurface) are within the limits of or along the outside of the right-of-way, to make it possible for them to maintain unintermpted service. The Contractor shall conduct his operations in such a way as to delay or interfere as little as practicable with the work of the utility corporation. 28. NO DAMAGES FOR DELAY: Notwithstanding any other provisions to this Contract, the Contractor agrees to make no claim for damages for delay in the performance of this Contract occasioned by any act of the Town or any of its representatives, and agrees that any such claim shall be fully compensated for by an extension of time to complete performance of the work as provided herein. This provision shall not apply to any act or omission to act of the Town or any of its representatives, wherein the same is done in bad faith and with deliberate intent to delay the Contractor in the performance of this Contract. 29. RECORD KEEPING: The Contractor shall establish and maintain complete and accurate books, records, documents, accounts and other evidence directly pertinent to performance under this contract (hereinafter the "records"). The records must be kept for the balance of the contract term and for six (6) years thereafter. GC- 11 GENERAL CONDITIONS 30. SUBCONTRACTORS AND SUPPLIERS: Within five days after receipt from the Engineer of notice to begin work, the Contractor will furnish written notice of names of all subcontractors to be employed on the project and the general items of work to be done by them. Simultaneously, the Contractor shall furnish written notice of the names of suppliers of materials to be used on the project. The Owner may disapprove for good cause any subcontractor or material supplier selected by the Contractor by giving written notice of its disapproval w/thin five (5) days after receiving the names of subcontractors and material suppliers~ to the Contractor who shall thereupon promptly notify the Owner of the names of the subcontractor or material supplier selected in replacement which shall again be subject to approval by the Owner. 31. PENAL LAW: Attention is called to Section 1918 of the Penal Law as follows: Construction or blasting near pipes conveying combustible gas No person shall discharge explosives in the ground, nor shall any person other than a state or county employee regularly engaged in the maintenance and repair thereof excavate in any then existing street, highway, or public place, unless notice thereof in writing shall have been given at least seventy-two hours in advance to the person, corporation or municipality engaged in the distribution of gas in such territory. The person having direction or control of such work shall give such notice, and further he shall ascertain whether there is within one hundred feet in such street, highway or public place, or in the case of a proposed discharge of explosives within a radius of two hundred feet of such discharge, any pipe of any other person, corporation or municipality conveying combustible gas, and if thereby any such pipe, he shall also give such notice to any other such person, corporation or municipality. Provided, however, that in any emergency involving danger to life, health, or property it shall be lawful to excavate without using explosives if the notices prescribed herein are given as soon as reasonably possible, and to discharge explosives to protect a person or persons from an immediate and substantial danger of death or serious personal injury if such notices are given before any such discharge is undertaken. Any such work shall be performed in such manner as to avoid danger to any pipe conveying combustible gas. Any violation of the provisions of this section shall be a misdemeanor. GC - 12 · CONDITIONS OF CONTRACT INDEX 1. Contract Documents and Definitions 2. Scope of the Work 3. Compensation to be paid to the Contractor 4. Time of Essence 5. Commencement of Work 6. Time of Completion 7. Liquidated Damages for Delays 8. Extension of Time. No Waiver 9. Weather 10. Contract Security 11. Laws and Ordinances 12. Qualifications for Employment 13. Non-Discrimination 14. Payment of Employees 15. Estimates and Payments 16. Acceptance of Final Payment Constitutes Release 17. Construction Reports 18. Inspection and Tests 19. Plans and Specifications: Interpretations 20. Subsurface Conditions Found Different 21. Contractor's Title to Materials 22. Super'mtendence by Contractor 23. Protection of Work, Persons and Property 24. Representations of Contractor 25. Patent Rights 26. Authority of the Engineer 27. Changes and Alterations 28. Correction of Work 29. Weather Conditions 30. The Owner's Right to Withhold Payments 31. The Owner's Right to Stop Work or Terminate Contract 32. Contractor's Right to Stop Work or Terminate Contract 33. Responsibility for Work 34. Use of Premises and Removal of Debr/s 35. Suits of Law 36. Power of the Contractor to Act in an Emergency 37. Provisions Required by Law Deemed Inserted 38. Subletting, Successor and Assigns 39. General Municipal Law Clause 40. Grades, Lines, Levels, and Surveys 41. Insurance Requirements 42. Foreign Contractors 43. Lien Law 44. Refusal to Waive Immunity 45. Exemption from Sales and Use Tax CC- 1 CONDITIONS OF CONTRACT · 1. CONTRACT DOCUMENTS AND DEFINITIONS The Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Specifications, Form of Contract, Construction Drawings, together with any Addenda, shall form part of this Contract, and the provisions thereof shall be as binding upon the parties hereto, as if they were herein fully set forth. The table of contents, titles, heading, headlines, and marginal notes contained herein are solely to facilitate reference to various provisions of the Contract Documents and in no way affect, limit or cast light upon the interpretation of the provisions to which they refer. Whenever the term "Contract Documents" is used, it shall mean and include the Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Specifications, Form of Contract, Construction Drawings and any Addenda. In case of any conflict or inconsistency between the provisions of the Contract and those of the Specifications, the provisions of this Contract shall govem. Extra Work: The term "extra work", as used herein, refers to and includes all work required by the Owner, which in the judgement of the Engineer involves changes in or additions to work required by the Plans, Specifications and any Addenda in their present form and which is not covered by a specific unit price in the Form of Bid. Subcontractor: The term "subcontractor" shall mean any person, firm, or corporation supplying labor and material for work at the site of the project but not including the parties to this Contract. Notice: The term "notice", as used herein, shall mean and include written notice. Written notice shall be deemed to have been duly served when delivered to, or at last known business address of, the person, firm or corporation for whom intended, or his, their, or its duly authorized agents, representatives, or officer, or when enclosed in a postage prepaid wrapper or envelope addressed to such person, firm or corporation at his, their or its last known business address and deposited in a United States mailbox. Directed, Required, Approved, Acceptable: Whenever they refer to the work or its performance, "directed", "required", "permitted", "ordered", "designated", "prescribed", and words of like import shall imply the direction, requirement, permission, order, designation or prescription of the Engineer, and "approved", "satisfied", or "satisfactory", "in the judgement of', and words of like import, shall mean approved, or acceptable to, or satisfactory to, or in the judgement of the Engineer. 2. SCOPE OF THE WORK The Contractor will furnish all plant, labor, materials, supplies, equipment and other facilities and things necessary or proper for, or incidental to, the work contemplated by this Contract as required by, and in strict accordance with the applicable Plans, Specifications and Addenda prepared by the Engineer and/or required by, and in strict accordance with, such changes as are ordered and approved pursuant to this Contract, and will perform all other obligations imposed on him by this Contract. CC-2 CONDITIONS OF CONTRACT 3. COMPENSATION TO BE PAID TO THE CONTRACTOR (a) Agreed Prices: It is understood and agreed that the Contractor will accept as payment in full the summation of products of the actual quantities in place upon the completion of the work, as determined by the Engineer's measurements, by the unit prices bid, no allowance being made for anticipated profit or for reasons of variations from the estimated quantities set forth in the Form of Bid. (b) Extra Work: The Owner may, at any time, by a written order and without notice to the Sureties, require the performance of such extra work or changes in the work as it may find necessary or desirable. The amount of compensation to be paid to the Contractor for any extra work, as so ordered, shall be determined as follows: 1) By such applicable unit prices, if any, as set forth in the Contract; or 2) If no such unit prices are set forth, then by unit price or by a lump sum mutually agreed upon by the Owner and the Contractor; or 3) If no such unit prices are so set forth and if the parties cannot agree upon unit prices or a lump sum; then by actual net cost in money to the Contractor of the materials, permits, wages of applied labor, premiums for Workmen's Compensation Insurance, payroll taxes required by law, rental for plant and equipment used (excluding small tools) to which total cost will be added twenty (20) percent as full compensation for all other items of profit, costs and expenses, including administration, overhead, superintendence, insurance, insurance other than Workmen's Compensation Insurance, materials used in temporary structures, allowances made by the Contractor to subcontractors, additional premiums upon the performance bond of the Contractor and the use of small tools. 4. TIME OF ESSENCE INASMUCH AS THE PROVISIONS OF THIS CONTRACT RELATING TO THE TIME OF PERFORMANCE AND COMPLETION OF THE WORK ARE FOR THE PURPOSE OF ENABLING THE TOWN TO PROCEED WITH THE CONSTRUCTION OF A PUBLIC IMPROVEMENT IN ACCORDANCE WITH A PREDETERMINED PROGRAM, SUCH PROVISIONS ARE OF THE ESSENCE OF THIS CONTRACT. 5. COMMENCEMENT OF WORK The Contractor agrees that he will commence work immediately on and not later than ten (10) days after signing of the Contract. 6. TIME OF COMPLETION The time of completion of the entire contract work shall be SIXTEEN (16) WEEKS from the date the contract is signed by all parties. The date of such completion shall be the date of the Certification of Completion herein specified. The entire work must be satisfactorily completed so that the project improvements are available to the Town for use. CC - 3 CONDITIONS OF CONTRACT · The Owner reserves the right to order the Contractor to suspend operations, when in the opinion of the Engineer, improper weather conditions make such action advisable, and to order the Contractor to resume operations when weather and ground conditions permit. The days during which such suspension of work is in force are not chargeable against the specified completion date. 7. LIQUIDATED DAMAGES FOR DELAYS The time limit being essential to and of the essence of this Contract, the Contractor hereby agrees that the Owner shall be, and is hereby authorized to deduct and retain out of the money which may be due or may become due to said Contractor under this agreement, the sum of One Hundred Dollars ($100.00) per day which amount is hereby agreed upon, fixed and determined by the parties hereto as the liquidated damages, including overhead charges, services, inspector's wages and interest on the money invested, that the Owner will suffer by reason of such default, for each and every day during which the aforesaid work may be incomplete over and beyond the time herein stipulated for its completion in 6 - Time of Completion, provided, however, that the Owner shall have the right to extend the time for the completion of said work. 8. EXTENSIONS OF TIME. NO WAIVER If the Contractor shall be delayed in the completion of his work by reason of unforeseeable causes beyond his control and without his fault or negligence, including but not restricted to, acts of God or of the public enemy, fires, floods, epidemics, quarantine restrictions, strikes, riots, civil commotion's or freight embargoes, the period herein above specified for completion of his work shall be extended by such time as shall be fixed by the Owner. No such extension of time shall be considered a waiver by the Owner of its right to terminate the Contract for abandonment or delay by the Contractor as hereinafter provided, or relieve the Contractor from full responsibility for performance of his obligations hereunder. 9. WEATHER During unsuitable weather, all work must stop when such work would be subject to injury and the Contractor shall transfer his men and materials to those parts of the work where weather conditions will not have any effect on the workmanship. The Contractor shall not be entitled to any damages on account of such damages or suspension, and he must protect any work that might be injured by the elements and make good any work that is injured. 10. CONTRACT SECURITY (a) The Contractor shall furnish a Performance Bond, or other acceptable security, equal to one hundred percent (100%) of the amount of the bid as security for the faithful performance of the Contract, and for the payment of all persons performing labor or furnishing materials in connection with this Contract. The Performance Bond shall be written so as to remain in full force and effect as a maintenance bond for a period of not less than one (1) year after the date of acceptance of the work by the Engineer. CC - 4 · CONDITIONS OF CONTRACT (b) Additional or Substitute Bond: If at any time the Owner shall be or become dissatisfied with any surety or sureties, or if for any other mason such bond shall cease to be adequate security to the Owner, the Contractor shall within five (5) days after notice from the Owner to do so, substitute an acceptable bond in such form and sum and signed by such other surety as may be satisfactory to the Owner. The premiums on such bonds shall be made until the new surety shall have been qualified. 11. LAWS AND ORDINANCES In the execution of the Contract, the Contractor shall comply and obey all federal, state, county and local laws, ordinances, codes and regulations relating to the performance of the Contract, including but not limited to, labor employed thereon, materials supplied, obstructing streets and highways, maintaining signals, storing, handling and use of explosives and all other general ordinances and state statutes affecting him or his employees or his work hereunder in his relations with the Municipality or any other persons, and also all laws, codes, ordinances controlling or limiting the Contractor while engaged in executing the work under the Contract. As a condition of the Contract, the Contractor shall and does hereby agree to comply with all requirements of the labor laws of the State of New York. The Contractor shall comply with the provisions of Sections 291- 299 of the Executive Law and Civil Rights Law, shall furnish all information and reports deemed necessary by the State Commission for Human Rights, the Attorney General and the Industrial Commissioner for purposes of investigation to ascertain compliance with such sections of the Executive Law and Civil Rights Law. The Contract may be forthwith cancelled, terminated or suspended, in whole or in part, by the contracting agency upon the basis ofa fincYmg made by the State Commission for Human Rights that the Contractor has not complied with these laws. The Contractor hereby expressly agrees to comply with all the provisions of the Labor Law and any and all amendments thereto, insofar as the same are applicable to this Contract. The Labor Law, as amended, provides that no laborer, workman or mechanic in the employ of the Contractor, subcontractor or other person doing or contracting to do the whole or a part of the work contemplated by this Contract, shall be permitted or required to work more than eight (8) hours in any one (1) calendar day, except in cases of extraordinary emergency caused by fire, flood or danger to life or property; that no such person shall be employed more than eight (8) hours in any day or mom than five (5) days in any week expect in such emergency; that the wages to be paid for a legal day's work as heroin before defined, to laborers, workmen or mechanics upon the work called for under this Contract or upon any material used upon, or in connection therewith, shall not be less than the prevailing rate for a day's work in the same trade or occupation in the locality within the state where such work is to be done and each laborer, workman or mechanic employed by the Contractor, subcontractor or other person about or upon the work shall be paid the wages herein provided; that employees engaged in the construction, maintenance, and repair of highways and in water works construction outside the limits of cities CC - 5 CONDITIONS OF CONTRACT and villages are no longer exempt from the provisions of the Labor Law which require the payment of the prevailing rate of wages and the eight (8) hour day. Section 222 of the Labor Law, as amended by Chapters 556 and 557 of the Laws of 1933, provides that preference in employment shall be given to citizens of the State of New York who have been residents of Suffolk County for at least six (6) consecutive months immediately prior to the commencement of their employment. Each person so employed shall furnish satisfactory proof of residence in accordance with roles adopted by the Industrial Commissioner. Persons other than citizens of the State of New York shall be employed only when such citizens are not available. Section 222 further provides that upon the demand of the State Industrial Commissioner, the Contractor shall furnish a list of names and addresses of all his subcontractors and further provides that a violation of this section shall constitute a misdemeanor and shall be punishable by a fine of not less than Fifty Dollars ($50.00) nor more than Five Hundred Dollars ($500.00) or by imprisonment for not less than thirty nor more than ninety days, or both fine and imprisonment. Section 220-A of the Labor Law, as amended by Chapter 472 of the Laws of 1932, provides that before payment is made by or on behalf of the State of any city, county, town or village or other civil division of the state of any sums due on account of a contract for a public improvement, it is the duty of the Comptroller or the fmancial officer of the Municipal Corporation to require the Contractor and each and every subcontractor to file a certified statement in writing, in satisfactory form, certifying to the amounts then due and owing to any and all laborers for daily or weekly wages on account of labor performed upon the work of the Contractor, setting forth therein the names of the persons whose wages are unpaid and the amount due each respectively. Section 220-B of the Labor Law, as so amended, provides that any interested person who shall have previously filed a protest in writing objecting to the amounts due or to become due to him for daily or weekly wages for labor performed on the public improvement for which the Contract was entered into, or if for any reason, it may be deemed advisable, the Comptroller of the State or financial officer of the Municipal Corporation may deduct from the whole amount of any payment on account thereof of the sums or sum admitted by any contractor or subcontractor in such statement or statements so filed to be due and owing by him on account of labor performed and may withhold the amount so deducted for the benefit of the laborers for daily or weekly wages, whose wages are unpaid as shown by the verified statements filed by any contractor or subcontractor and may pay directly to any person the amount or amounts so shown to be due for such wages. Section 220-C of the Labor Law, as so amended, provides the penalty for making of a false oath or verification. Section 220-D of the Labor Law provides that the advertised Specifications for every contract for the construction, reconstruction, maintenance and/or repair of highways to which the State, county, town and/or village is a party shall contain a provision stating the minimum rate of hourly wage that can be paid, as shall be designated by the Industrial Commissioner, to the laborers employed in the performance of the Contract either by the Contractor, subcontractor or other person doing or contracting to do the whole or part of the work contemplated by the CC - 6 CONDITIONS OF CONTRACT Contract, and the Contract shall contain a stipulation that such laborers shall be paid not less than such hourly minimum rate of wage. Any person or corporation that willfully pays, after entering into such Contract, less than such stipulated minimum hourly wage scale shall be guilty of a misdemeanor and upon conviction, shall be punished for a first offense by a fine of Five Hundred Dollars ($500.00) or by imprisonment for not more than thirty (30) days, or both by fine and imprisonment; for a second offense by a fine of One Thousand Dollars ($1,000.00) and in addition thereto, the Contract on which the violation has occurred shall be forfeited, and no such person or corporation shall be entitled to receive any sum nor shall any officer, agent or employee of the State pay the same or authorize its payment fi.om the funds under his charge or control to any person or corporation for work done upon any contract, on which the Contractor has been convicted of second offense in violation of the provisions of this section. The minimum wage rates established by the Industrial Commissioner, State of New York, for this Contract are set forth herein above as part of "Instructions to Bidders". 12. QUALIFICATIONS FOR EMPLOYMENT No person under the age of sixteen (16) years and no person currently serving sentence in a penal or correctional institution shall be employed to perform any work on the project under this Contract. No person whose age or physical condition is such as to make his employment dangerous to his health or safety or to the health or safety of others, shall be employed to perform any work on this project; provided, however, that such restrictions shall not operate against the employment of physically handicapped persons, otherwise employable, where each person may be safely assigned to work which they can ably perform. 13. NON-DISCRIMINATION There shall be no discrimination because of race, creed, color, national origin, age or sex in the employment of persons for work under this Contract, whether performed by the Contractor or any subcontractor. Neither shall the Contractor and subcontractor or any person acting on behalf of the Contractor or subcontractor discriminate in any manner against or intimidate any employee hired for the performance of work under this Contract on account of race, creed, color, national origin, age or sex. There may be deducted fi.om the amount payable to the Contractor by the Owner under this Contract a penalty of Five Dollars ($5.00) for each person for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of this paragraph; provided that for a second or any subsequent violation of the terms of this paragraph, this Contact may be canceled or terminated by the Owner and all monies due or to become due hereunder may be forfeited. 14. PAYMENT OF EMPLOYEES The Contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this Contract in full (less deductions made mandatory by law) in cash and not less often than once each week. CC - 7 CONDITIONS OF CONTRACT · 15. ESTIMATES & PAYMENTS (a) Monthly: At the end of each calendar month during the progress of the work, the Engineer shall make an approximate estimate of the work satisfactorily done, based upon the prices set forth in the Proposal Form. In consideration of the work done, the Owner will pay or cause to be paid to the Contractor the amount estimated by the Engineer as due him less five (5) percent. The making of any such estimate or payment made thereon shall not be taken or construed as an acceptance by the Owner of any work so estimated and paid for. The five percent (5%) of the amount of the monthly estimate remaining unpaid will be retained by the Owner as a guarantee that the Contractor will faithfully and completely fulfill all obligations imposed by the Contract and Specifications, and against any damages caused the Owner by reason of any failure on the part of the Contractor to fulfill all conditions and obligations herein contained. (b) Final Estimate: One month after the completion and acceptance of the work specified and contracted for, the Engineer will make a final estimate of all the work done. Thereafter, the Owner will pay the full amount, less prior payments, less any amounts retained to complete the work according to the provisions of the Specifications, less any money paid by the Owner by reason of said Contractor having failed to carry out faithfully and completely all the obligations and requirements herein contained. Upon final settlement, accord'mg to the conditions herein specified and not until such settlement shall have been made, will the Contractor be relieved fi~om the obligations assumed in the Contract. (c) Measurement for Payment: The Engineer shall make due measurement of work done during the progress of the work and his estimate shall be final and conclusive evidence of the amounts of work performed by the Contractor under, and by virtue of, this agreement and shall be taken as full measure of compensation to be received by the Contractor. When requested by the Contractor, the Engineer shall measure, remeasure or re-estimate any portion of the work, but the expense of such remeasurement or re-estimating shall, unless material error be proved, be paid for by the Contractor. (d) No payments will be made for materials delivered to the site which have not been incorporated into the work. (e) Contractors and subcontractors are required to submit to the Town, within thirty days after issuance's of the first payroll, and every thirty days thereafter, a transcript of the original payroll record, subscribed and affirmed as tree under the penalties of perjury. 16. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE The acceptance by the Contractor of the final payment shall be, and shall operate as a release to the Owner from all claims and all liabilities to the Contractor for all the things done or fumished in connection with this work and for every act and neglect of the Owner and others relating to or arising out of, this work, excepting the Contractor's claims for interest upon the f'mal payment, if this payment be improperly delayed. No payment, however, final or otherwise, shall operate to release the Contractor or his sureties from any obligations under this Contract or the Performance Bond. CC - 8 · CONDITIONS OF CONTRACT 17. CONSTRUCTION REPORTS The Contractor shall submit to the Engineer prior to commencing any work under this Contract, a detailed schedule and plan of operations indicating the manner in which the Contractor proposes to prosecute the work and a time schedule therefor. Such schedules are not intended to bind the Contractor to a pre-determined plan or procedure, but rather to enable the Engineer to coordinate the work of the Contractor with work required of, and to be performed by others. The detailed schedule shall include a list of the subcontractors and material suppliers he proposes to use on the work. The Contractor shall furnish the Engineer with periodic estimates for partial payments as required elsewhere in the Contract Documents, and in addition thereto will furnish the Engineer with a detailed estimate for final payment. Prior to being eligible to receive the final payment under this Contract, the Contractor shall furnish the Engineer with substantial proof that all bills for services rendered and materials supplied have been paid. The enumeration of the above reports in no way relieves the Contractor of his responsibility under existing Federal or State Laws of filing such other reports with agencies as may be required by such existing laws or regulations. 18. INSPECTION AND TESTS All material and workmanship shall be subject to inspection, examination and test by the Engineer at any time during the construction and at any and all places where manufacturing of materials used and/or construction is carded on. Without additional charge, Contractor shall furnish promptly all reasonable facilities, labor and materials necessary to make any tests required by the Engineer and/or required by the Specifications. If at any time before final acceptance of the entire work, the Engineer considers necessary or advisable an examination of any portion of the work already completed, by removing or tearing out the same, the Contractor shall upon request, furnish promptly all necessary facilities, labor and materials for such examination. If such work is found to be defective in any material respect, due to the fault of the Contractor or any subcontractor, or if any work shall be covered over without the approval or consent of the Engineer, whether or not the same shall be defective, the Contractor shall be liable for the expense for such examination and of satisfactory reconstruction. If, however, such approval and consent shall have been given and such work is found to meet the requirements of this Contract, the Contractor shall be recompensed for the expense of such examination and reconstruction in the manner herein provided for the payment of cost of extra work. CC - 9 CONDITIONS OF CONTRACT · The selection of laboratories and/or agencies for the inspection and tests of supplies, materials or equipment shall be subject to the approval of or designated by the Owner. Satisfactory documentary evidence that the material has passed the required inspection and tests must be furnished to the Engineer prior to the incorporation of the material in the work. Any rejected work will be removed from the site of the project completely at the expense of the Contractor. 19. PLANS AND SPECIFICATIONS: INTERPRETATIONS The Contractor shall keep at the site of the work one copy of the Plans and Specifications signed and identified by the Engineer. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown in the Plans shall have the same effect as if shown or mentioned in both. In case of any conflict or inconsistency between the Plans and Specifications, the Specifications shall govem. Any discrepancy between the figures and drawings shall be submitted to the Engineer whose decision thereon shall be conclusive. 20. SUBSURFACE CONDITIONS FOUND DIFFERENT Should the Contractor encounter subsurface conditions at the site materially differing from those shown on the Plans or indicated in the Specifications, he shall immediately give notice to the Engineer of such conditions, before they are disturbed; the Engineer shall thereupon promptly investigate the conditions and if he finds that they materially differ from those shown on the Plans or indicated on the Specifications, he shall at once make such changes in the Plans and/or Specifications as he may find necessary. Any increase or decrease of cost resulting from such changes will be adjusted in the manner provided herein for adjustment as to extra and/or additional work and changes. 21. CONTRACTOR'S TITLE TO MATERIALS No materials or supplies for the work shall be purchased by the Contractor or any subcontractor subject to any chattel mortgage or under a conditional sale or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work. 22. SUPERINTENDENCE BY CONTRACTOR At the site of the work, the Contractor shall give his constant, personal attention to the work or employ a construction superintendent or foreman who shall have full authority to act for the Contractor. It is understood that such representative shall be acceptable to the Engineer and shall be one who can be continued in that capacity for the particular job involved unless he ceases to be on the Contractor's payroll. The Contractor's superintendent and foreman must be able to read and speak the English language. CC- 10 CONDITIONS OF CONTRACT 23. PROTECTION OF WORK~ PERSONS AND PROPERTY Precaution shall be exercised at all times for the proper protection of all persons, property and work. The Contractor shall give notice to the owners of utilities which may serve the area and request their assistance in predetermining the location and depth of various pipes, conduits, manholes, and other underground facilities. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all hazards shall be guarded or eliminated in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General Contractors of America, to the extent that such provisions are not in contravention of applicable law. The Contractor shall furnish entirely at his own expense any and all additional safety measures deemed necessary by the Owner or his Engineer to adequately safeguard the traveling public. The Contractor shall, at all hours of the day, safely guard and protect his own work and adjacent property from any damage and shall replace or make good any such damage, loss or injury, unless such be caused directly by errors contained in the Contract Documents, or by the Owner or its duly authorized representatives. The Contractor shall provide and maintain such watchmen, barriers, lights, flares and other signals at his own expense, as will effectively prevent any accident in consequence of his work for which the Owner might be liable. The Contractor shall be liable for all injuries or damage caused by his act or neglect, or that of his employees. The Contractor shall take particular care to avoid the blocking of fire hydrants, fire alarm boxes, letterboxes, traffic signals or other visible devices maintained for the use of the public. 24. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants: (a) That he is financially solvent and that he is experienced in, and competent to, perform the type of work involved under this Contract and able to furnish the plant, materials, supplies and/or equipment to be furnished for the work; and (b) That he is familiar with all Federal, State and Municipal Law, ordinances and regulations which may in any way affect the work of those employed hereunder, including but not limited to any special acts relating to the work; and (c) That such work required by these Contract Documents as is to be done by him can be satisfactorily constructed and used for the purpose for which is intended and that such construction will not injure any person or damage any property; and (d) That he has carefully examined the Plans, Specifications and the site of the work, and that from his own investigations he has satisfied himself as to the nature and location of the work, the character, location, quality and quantity of surface and subsurface materials, structures and utilities likely to be encountered, the character of equipment and other facilities needed for the CC- 11 CONDITIONS OF CONTRACT · performance of the work, the general local conditions which may in any way affect the work or its performance. 25. PATENT RIGHTS As part of his obligation hereunder and without any additional compensation, the Contractor will pay for any patent fees or royalties required in respect to the work or any part thereof and will fully indemnify the Owner or his Engineer for any loss on account of any infringement of patent rights unless prior to his use in the work a particular process or a product of a particular manufacturer he notifies the Engineer in writing that such process or product is an infringement of a patent. 26. AUTHORITY OF THE ENGINEER In the performance of the work, the Contractor shall abide by all orders and directions and requirements of the Engineer and shall perform work to the satisfaction of the Engineer, at such time and places, by such methods, and in such manner and sequence as he may require. The Engineer shall determine the amount, quality, acceptability, and fitness of all parts of the work, shall interpret the Plans, Specifications, Contract Documents and any extra work orders and shall decide all other questions in connection with the work. Upon request, the Engineer shall confirm in writing any oral orders, directions, requirements or determinations. The enumeration herein or elsewhere in the Contract Documents of particular instance in which the opinion, judgement, discretion or determination of the Engineer shall control or in which work shall be performed to his satisfaction or subject to his approval or inspection, shall not imply that only matters similar to those enmnerated shall be so governed and performed, but without exception all the work shall be governed and so performed. 27. CHANGES AND ALTERATIONS The Owner, upon the Engineers recommendation, reserves the right to make alterations in location, line, grade, plan, form or dimensions of the work, or any part thereof, either before or after the commencement of construction. If such alterations diminish the amount of work to be done, no claim for damages or anticipated profits will be warranted on the work, which may be dispensed with. If such alterations increase the amount of work, such increases shall be paid for accord'mg to the quantity of work actually done and at the prices for such work as contained in the schedule of prices. 28. CORRECTION OF WORK All work and all materials whether incorporated into the work or not, all processes of manufacture and all methods of construction shall be at all times and places subject to the inspection of the Engineer who shall be the final judge of quality, materials, processes of manufacture and methods of construction suitable for the purpose for which they are used. Should they fail to meet his approval, they shall be forthwith reconstructed, made good and replaced and/or corrected as the case may be, by the Contractor, at his own expense. CC- 12 · CONDITIONS OF CONTRACT If, in the opinion of the Engineer, it is not desirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgement of the Engineer shall be equitable. The Contractor expressly warrants that his work shall be free from any defects in materials or workmanship and agrees to correct any defects, which may appear within one year following the final completion of the work. Neither the acceptance of the completed work nor payment therefor shall operate to release the Contractor or his sureties from any obligations under or upon this Contract or the Performance Bond. 29. WEATHER CONDITIONS In the event of temporary suspension of work or during inclement weather or whenever the Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against damage or injury from the weather. If in the opinion of the Engineer any work or material shall have been damaged or injured by reason of failure on the part of the Contractor or any of his subcontractors to protect his or their work, such work and materials shall be removed and replaced at the expense of the Contractor. 30. THE OWNER'S RIGHT TO WITHHOLD PAYMENTS The Owner may withhold from the Contractor so much of any approved payments due him as may, in the judgement of the Owner, be necessary: (a) To assure the payment of just claims then due and unpaid of any persons supplying labor or materials for the work; (b) To protect the Owner from loss due to defective work not remedied; or (c) To protect the Owner from loss due to injury to persons or damage to the work or property of other contractors or subcontractors or others, caused by the act or neglect of the Contractor or any of his subcontractors. The Owner shall have the right, as agent for the Contractor to apply such amounts so withheld in such manner as the Owner may deem proper to satisfy such claims or to secure such protection. Such applications of such money shall be deemed payments for the account of the Contractor. 31. THE OWNER'S RIGHT TO STOP WORK OR TERMINATE CONTRACT If, (a) The Contractor shall be adjudged bankrupt or make an assignment for the benefit of creditors; or (b) A receiver or liquidator shall be appointed for the Contractor for any of his property and shall CC - 13 CONDITIONS OF CONTRACT not be dismissed within 20 days after such appointment, or the proceedings in connection therewith shall not be stayed on appeal within the said 20 days; or (c) The Contractor shall refuse or fail, after notice or warning from the Engineer, to supply enough properly skilled workmen or proper materials; or (d) The Contractor shall refuse or fail to prosecute the work or any part thereof with such diligence as will insure its completion within the periods herein specified (or any duly authorized extension thereof) or shall fail to complete the work within said periods; or (e) The Contractor shall fail to make prompt payments to persons supplying labor or materials for the work; or (f) The Contractor shall fail or refuse to regard laws, ordinances or the instructions of the Engineer or otherwise be guilty of a substantial violation of any provisions of this Contract; then and in any such event, the Owner, without prejudice toany other rights or remedy it may have, may by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and his rights to proceed either as to the entire work or (at the option of the Owner) as to any portion thereof as to which delay shall have occurred, and may take possession of the work and complete the work by contract or otherwise, as the Owner may deem expedient. In such case, the Contractor will not be entitled to receive any further payment until the work is finished. If the unpaid balance of the compensation to be paid the Contractor hereunder shall exceed the expense of so completing the work (including compensation for additional managerial, administrative and inspection services and any damages for delay), such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor and his sureties shall be liable to the Owner for such excess. If the right of the Contractor to proceed with the work is so terminated, the Owner may take possession of and utilize in completing the work, such materials, appliances, supplies, plant and equipment as may be on the site of the work and necessary thereof. If the Owner does not so terminate the right of the Contractor to proceed, the Contractor shall continue to work. 32. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work shall be stopped by order of the Court or other public authority for a period of three (3) months without act or fault of the Contractor or any of his agents, servants, employees or subcontractors, the Contractor may, upon ten (10) days notice to the Owner, discontinue his performance of the work and/or terminate the Contract; in which event, the liability of the Owner to the Contractor shall be determined as provided in Paragraph 31. The Contractor shall not be obligated to pay to the Owner any excess of the expense of completing the work over the unpaid balance of the compensation to be paid to the Contractor hereunder. 33. RESPONSIBILITY FOR WORK The Contractor agrees to be responsible for the entire work embraced in this Contract until its completion and final acceptance, and that any unfaithful or imperfect work that may become damaged from any cause either by act of commission or omission to properly guard and protect CC - 14 CONDITIONS OF CONTRACT the work that may be discovered at any time before the completion and acceptance shall be removed and replaced by good and satisfactory work without any charge to the Owner, and that such removal and replacement will be performed immediately on the requirement of the Engineer, notwithstanding the fact that it may have been overlooked by the proper inspector, and partial payment made thereon. It is fully understood by the Contractor that the inspection of the work shall not relieve him of any obligation to do sound and reliable work as herein prescribed, and that any omission to disapprove any work by the Engineer at or before the time of partial payment or other estimate shall not be construed to be acceptance of any defective work. 34. USE OF PREMISES AND REMOVAL OF DEBRIS The Contractor expressly undertakes at his own expense: (a) To store his apparatus, materials, supplies and equipment in such orderly fashion at the site of the work as will not unduly interfere with the progress of his work or the work of any of his subcontractors; (b) To frequently clean up all refuse, rubbish, scrap materials and debris caused by the operations to the end that at all times, the site of the work shall present a neat, orderly and workmanlike appearance; (c) Before final payment hereunder to remove all surplus material, temporary structures, plants of any description and debris of every nature resulting from his operations. 35. SUITS OF LAW The Contractor shall indemnify and save harmless the Owner from and against all suits, claims, demands or actions for any injury sustained or alleged to be sustained by any party or parties in connection with the construction of the work or any part thereof, or any commission or omission of the contractor, his employees or agents of any subcontractor, and in case of any such action shall be brought against the Owner, the Contractor shall immediately take charge of and defend the same at his own cost and expense. 36. POWER OF THE CONTRACTOR TO ACT IN AN EMERGENCY In case of an emergency, which threatens loss or injury to property and/or safety of life, the Contractor will be permitted to act as he sees fit without previous instructions from the Engineer. He shall notify the Engineer thereof immediately and any compensation claimed by the Contractor due to extra work made necessary because of his acts in such emergency shall be submitted to the Engineer for approval. Where the Contractor has not taken action but has notified the Engineer of an emergency indicating injury to persons or damage to adjoining property or to the work being accomplished under this Contract, then upon authorization from the Engineer to prevent such threatened injury or damage, he shall act as instructed by the Engineer. The amount of reimbursement claimed by the Contractor on account of any such action shall be determined in the manner provided herein for the payment of extra work. CC- 15 CONDITIONS OF CONTRACT · 37. PROVISIONS REQUIRED BY LAW DEEMED INSERTED Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and the Contract shall read and be enforced as though it were included herein, and if through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon the application of either party the Contract shall be forthwith be physically amended to make such insertion. 38. SUBLETTING, SUCCESSOR AND ASSIGNS The Contractor shall not sublet any part of the work under this Contract nor assign any money due him hereunder without first obtaining the written consent of the Owner. This Contract shall insure the benefit of and shall be binding upon the parties hereunder and upon their respective successors and assigns, but neither party shall assign or transfer his interest herein in whole or in part without consent &the other. 39. GENERAL MUNICIPAL LAW CLAUSE Pursuant to the provisions of Section 103-a of the General Municipal Law, in the event that the Bidder or any member, partner, director or officer of the Bidder, should refuse, when called before a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or any public Department, agency or official of the State or of any political subdivision thereof or of a public authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question conceming such transaction or contract, such person, and any firm, partnership, or corporation of which he is a member, partner, director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corporation or any public Department, agency or official thereof for goods, work or services for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public Department, agency or official thereof on or after the first day of July, 1959, by such person, and by any firm, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or termination shall be paid. 40. GRADES, LINES, LEVELS AND SURVEYS The Engineer shall fumish the Contractor with the basic horizontal and vertical controls from which the Contractor shall transfer and stake his lines and grades and for their accuracy. The Engineer will establish the basic horizontal and vertical controls at the start of the work, and it shall be the responsibility of the Contractor to safeguard such controls; and if, in the opinion of the Engineer, these controls are damaged or destroyed either in whole or in part, the Contractor shall pay the cost of having the damaged controls verified, checked, corrected or replaced. CC- 16 · CONDITIONS OF CONTRACT 41. INSURANCE REQUIREMENTS The Contractor shall not commence work until the Town has approved all the insurance required under this Contract as required immediately following the Instructions to Bidders. Additionally, the Contractor shall indemnify and save harmless the Town of Southold from and against all losses and all claims, demands, payments, suits, actions, recoveries and judgments of every kind or nature, brought or recovered against the Town of Southold by reason of any act or omission of the Contractor, his agent or employees in the performance of the Contract. The Contractor shall not permit any subcontractor to commence any work under this contract until satisfactory proof of carriage of the required insurance has been posted with and approved by the Town. 42. FOREIGN CONTRACTORS Foreign Contractors must comply with the provisions of Articles 9A and 16 of the Tax Law, as amended, prior to submission of a bid for the performance of this work. The certificate of the New York State Tax Commission to the effect that all taxes have been paid by the foreign contractor shall be conclusive proof of the payment of taxes. The term "foreign contractor" as used in this subdivision means in the case of an individual, a person who is a legal resident of another state or foreign country; and in the case of a foreign corporation, one organized under the laws of a state other than the State of New York. 43. LIEN LAW Attention of all persons submitting bids is specifically called to the provisions of Section 25, Subdivision 5, Section 25A and 25B of the Lien Law, as amended, in relation to funds being received by a contractor for a public improvement declared to constitute trust funds in the hands of such Contractor to be applied first to the payment of certain claims. 44. REFUSAL TO WAIVE IMMUNITY Pursuant to the provisions of Section 103-A of the General Municipal Law, in the event that the bidder or any member, parmer, director or officer of the bidder, should refuse when called before a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or with any public department, agency or official of the State or of any political subdivision thereof or of an authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract, such person, and any firm, partnership or corporation of which he is a member, partner, firm director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corporation or any public department, agency, or official thereof, for goods, work or services, for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public department, agency, or official thereof on or after the first day of July, 1959, by such person and any firm, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without CC - 17 CONDITIONS OF CONTRACT · incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or termination shall be paid. 45. EXEMPTION FROM SALES AND USE TAXES In accordance with Chapter 513 of the laws of 1974 adopted by the New York State Legislature, amending Section 1115 (a) of the tax law, specifically paragraphs 15 and 16, political subdivisions, as described in subdivision (a) paragraph (L) of section 1116 of the tax laws, of the State of New York are exempt from the payment of sales and use taxes imposed on tangible personal property within the limitations specified in tax law 1115 (a) (15) and (16). (15) Tangible personal property sold to a contractor, subcontractor or repairman for use in erecting a structure or building of an organization described in subdivision (a) of section 1116, or adding to, altering or improving real property, property or land of such an organization, as the terms real property, property and land are defined in the real property tax lawg provided, however, no exemption shall exist under this paragraph unless such tangible personal property is to become an integral component part of such structure, building or real property. (16) Tangible personal property sold to a contractor or repairman for use in maintaining, servicing or repairing real property, or land of an organization described in subdivision (a) of section 1116, as the terms real property, property or land are defined in the real property tax law; provided, however, no exemption shall exist under this paragraph unless such tangible personal property is to become an integral component part of such structure, building or real property. Contractors entering into Contract with the Town of Southold shall be exempt from payment of sales and use tax as described above. Procedures and forms are available to the Contractor direct from the Instructions and Interpretations Unit, State of New York, Department of Taxation and Finance, State Campus, Albany, New York, 12227. CC - 18 Town of Southold "Decommissioning of the Southold Scavenger Waste Treatment Facility" PROPOSAL PACKAGE BID OPENS: August 19, 2010 REMINDER NOTE ! ! !: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! Proposal Package 1 of 11 BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the Town of Southold requires a current insurance certificate, with the Town of Southold listed as additional insured, to be on file in the Purchasing Department. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. Proposal Package 2 of 11 VENDOR INFORMATION SHEET ~PE OF ENTITY:CO~. d FEDERAL EMPLOYEE ID #: OP. SOCL~L SECL.mJTY #: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FreED: Ifa non-publicly owned Corporation: LIST PR]NCIPAL STOCK_HOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE · ..) · Proposal Package 3 of 11 ADDRESS RECORD FORM MAIL BID TO.'. VENDOR NAME: ADDRESS: CONTACT: TELEPHONE: 'LL ~ if different - M~PURCHASE ORDER TO: TELEPHONE: CONTACT: *QblLY if different - M~I~PAYMENT TO: E-MAIL: TELEPHONE: CONTACT: E-MAlL: Proposal Package 4 of 11 · VENDOR NAME: ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Purchasing Agent. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid [] Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATURE Proposal Package 5 of 11 AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. SWORN TO BEFORE ME THIS Signature & Company Position DAY OF 20 Type Name & Company Position Company Name Date Signed Federal I.D. Number NOTARYPUBLIC Proposal Package 6 of 11 THE PROPOSALFORM Decommissioning of the Southold Scavenger Waste Treatment Facility VENDOR NAME: VENDOR ADDRESS: TELEPHONE NUMBER: FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general parmer and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated Proposal Package 7 of 11 .. TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Itemized Proposal for: Town of Southold ITEM DESCRIPTION OF ITEM NO. (Fill in Unit Price Written In Words) ESTIMATED QUANTITY 1 LKMA Project NO. 10038.000 UNIT UNIT PRICE BII: EXTENDEE~DAMOUNT LS ...... '55, CO:) -- 1. The lump sum pr,:e bid under Payment Item 1 shell inbiude st ervision and management, chang pfd.:t-related exper~es, insurance~, boncflng, labor, materials, eq uiprnent, and inckle~tals necessary to mobilize to the consb'uction site, meet all of the general redulrements set forth under Divisio~ 1, c~m ply with all conditions sat forth in the Co~liitons of Contract aha General Conditions of the Contract and demobilize fi.om the constn~ctio~ site upon succesSful comptetlc~ of the project. 2. Payment for this item will be made in three (3) payments; a. Fifl'/Percent (50%) upon complete mobilization to the si~e. b. Twenty Fi~ Percent (25%) upon second partial payment request, c, Twenty Five Percent (25%) up~ successful completion and aoceptance of the prc~ect. 2 r saw cut asphalt pavement- full depth ' 160 LF for --r'~ -- /LF Dollars I~Oents 1. Measurement and Paymenh The ccnfi.actor shall rece{~ the unlt bid price for each itnear foot of Sawcutting perfor~nnd as measured along the center o~ the saw cut as shOWn on the Contract Drawings and as approved by the Engineer. 2. All costs associated wilh iayc, Jt, mobilization, hardware, ali labor, materials, eqbipme~t and incidentals necessary to satisfactorily <;om plate the work acoording to the plans, specifications and/or as directed by the Engineer shall be Inctuded in the unit price bid for this Item, 3 I I Removal of Trealment Building at Parcel 1 - Complete I I LS I Do ars l~-'~'~e nt s 1. Measurement and Payment: The Contracfor shall receive the lump sum unit prtee to dembiJsh the treatment building - completo as measured and shown on the Co~trac~ Drawings and approved by the Engineer. 2. All oosts associated with mark-ont, earthwork, demolition, carting fees, safety equipment, alt labor, ma~ehels, equipment and Incioe~tels necessary to satisfactorily comptete the work according to the plans, specifications and/or as dlrectod by the Engineer shall be ihcluded in the price bid for this Item. 3. A/I costs associated with the termination and the removnt of the existing utilities, Inctudlng but not limited to a ~amoval of the all i~-Vessel Treatment Equipment within the Treatment 8uiMing as per Plans, Specifications and/or a~ directed by lhe Engineer shall be included in the 4 I Removal of All Treatment Structures r on Parcel 1 fort-Uit~Mq~*l~ I~l~t ~g~ /LS CONTINUED ON NEXT PAGE PROPOSALFORM TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Itemized Proposal for: Town of Southold LKMA Project NO. 10038.000 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED A~OUNT NO. (Fill In Unit Price Written In Words) QUANTITY BID 5 Removal of Building at Parcel 2 - Complete t LS ....... Dollars ~0Cents 1. Me~surementandPaymentTheC~ntract~rsha~re~eivethe~umpsumubitpr~cetoDem~shtheBui~di~gPam~2~b~thab~vegrade greenhouse and all below grade concrete and piping - complete as measured and shown on Iho Contract Drawings and approved by the Engineer. 2, All costs associated with mark-out, earthwork, demolition, carling fees, safety equipment, all labor, matshels, equil~nent ~nd incidentals necessary to sedsfactorily complete the work eccording to the plans, specifications and/or as directed by the Engineer shell be included in the i~ice bid for this Item. 6 Site Demolition at Parcel 3 - Complete I LS fo o4 131Cu. /LS Dollars ~ Cents 1. Measuremeflt aed Payrnent: The Contractor shall receive the lump sum bid price for to demalish the Open Sludge Drying Beds - Parcel 3 area as shown cn the Contract Drawings and as approved by the Engineer. 2. AIJ costs associated with the renloval$ of the drying bed mate~ial down to nalJve soils, perimetor wells, access points, earthwork, all labor, matsdals, equipment and incidentals necessary to satlsfactedly complete the work aoco~ding to the plar,.s, specifications and/or as directed by the Engineer shalt be included in the unit price bid for this Item. 7 Demolition and Removal of Existing Pavements- lit ,050 SF Concrete and Asphalt OO /30 Dollars ~Cenls . I. Measurement and Payment: l~e Cenlractor shall rece{ve the unit pr'~ce per square foot for Demolition and Removal of Ealsting Pavements - Co~x~te and Asphalt periormed as specltted, shown on the Contrad Drm~ngs and approved by the Engineer. 2. AIl costs associatsd wit h dembiiflon of pawmertt, sheds, c~bing, miscellaneous demolition, removals, disposal fees, all lsbor, Dollars [kl~Cents CONTINUED ON NEXT PAGE ?gOpOSAL FORM TOWN OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY Itemized Proposa] for:. Town of Southold LKMA Project NO. 10038.000 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE B[D EXTENDED AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID 9 Soil Sampling and Analysis 20 EA Dollars /~)Cents Measurement and Paymenfc ~ Contractor shall receive the unit bid price for each test sample collected and tested as shown on the Contract Drawings ~ as approved bythe Engineer. 10 Import Clean Fill 1,500 CY Dollars I~ Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of Imported Clean Fill rnstalled as specified, shown ~q the Contract Drawings and as approved by the Engineer. 2. Use of this l~d item v~ll be determined and appcoved by the EngMeer prior to fumishteg the material. The intent of this item is to provide granular material at sbiect areas as indicated in the/-~Nd by the Engineer. NO payment will be mede for clean granular fill materlar delivered to the ~te without prior nofi§cation by the Eng[r~er. 3. All costs associated with layOut, e~rthv~rk, compacticn, all labor, materials, equipment and Incidentals n~cessary to salt si'actedly complete the work according to the plans, specifications aed/or as directed by the Engineer shall be included in the unit price bid for this Item. 11 Site Grading Restoration ?0,S00 SF · I Measurement and Payment: The C~tractor shall receive the unit bid price fo~ each square foot of Site Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. '12 6" Thick Topsoil and Hydroseeding 70,S00 ~ SF ~r~ O Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the dght to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. PROPOSAL FOKM AUTHORIZED SIGNATURE PR1NT NAME TITLE DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SS.: On the day of in the year 2010 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC Proposal Package 11 of 11 10 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the troth and correcmcss of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: )..~. ~ '~'10~1[~ A Corpomti0n / FIRM NAME: C-{::)~q'fl;~[~.Tl~' (-7~f'-]~ ~Y PRINCIPAL OFFICE: PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE 141~ ~-Lt't~%T '¢q~t~rrac~ H 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? List trades that you~organization normally performs below: 3. Have you ever failed to complete any work awarded to you .~O':'. If so, note where and why. Arc there any claims, judgments, arbitration proceedings or suits pending or outstanding against your finn or its officers? If yes, please provide details. QS-1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. Project N~me List the major construction projects your organization has underway at this date: Name of: Engineer/ Owtx~r Arelfitect Contract Percent Scheduled Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of.' Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Tele~hone~ Amount Completion % of Work QS-2 8. List the coestruetion experience of the principal individuals of your organization (particularly the anticipated project supervisors): Individual's Name Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? QS-3 13. Attach current state of financial conditions showing assets, liabilities and net wo~h. Failure to attach the required documentation may be considered non-responsive on the pari of the Bidder and may result in rejection of the Bidder's proposal. STATE OF ~l/.,'~ x'/OIp__P.... ) COUNTY OF ~_~(a ~ ~c-L"'~{_ ) '~' I/~- "~ ~]~'~ ~ ~g d~y sworn d~oses ~d says t~t he is the ~ I~l ~ of ~.~ ~ ~~con~actur ~d t~t ans~~~~~, to fo~ ~g questiom ~d all s~tmeats ~erm contained ~e tree ~d co~t. ~Sig ~e of ~ bid~ ' Sworn to before mc ~s ~ ~4h day of ~10 Not~ Public ~ ~omm~ssaon ~xp~at~on rate: ~ [~ ~ ~BL~C SW E O~ ~ Y~i S~FO~ ~UN~ J ~. ~01N~I~ J QS-4 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) BUSINESS ENTITY INFORMATION Legal Business Name' EIN Address of the ~cipal Place of Busings Phone N~ber F~ N~b~ E-marl We~ite Au~odz~ Contact for ~is Queen.eke N~e Phone N~b~ F~ N~ Title ~m~l Additio~ Bm~s · e ~t five (5) ~s, T~ N~e E~ S~te or ~ wh~ filed S~ L BUSINESS CHARAL'r~RISTICS 1.0 ~ Type - Cheek appropfiate box ~md provide additional informatiom a) [~orooralion (including P_~ gate of Incorporation I. t~ ~ "~ b) [] Limited Liability Company Date Organized (LLC or PLLC) c)E] ' .ted ia ~ p · Date. of Registration d) [] Limited PaCmemhio Date Established ' e) [] General Partaershio Dde Established County 0f formed in IqYS) 0 [] Sole ~ro_m-ietor How many years in business7 g) [] Other Date Established If Other, explain: · All underlined terms are defined in the "New York State Vendor Responsibility Definitions List," which can be found at littp_:/lwww~osC, State~nY~u~endrep/documents/def_mtti~_,pdL . Note: THESE TERMs MAY NOT HAVE '£1q~/R ORDINARY, COMMON OR TRADITIONAL MItANINGS. Each vender Js strongly encouraged to read the respective de£mitiom for anyand all underlined terms. BY SUBMITTING THIS QUESTIONNAIRE, THE VENDOR AGREES TO BE BOUND BY THE TERMS AS DEFINED IN THE "IN-EW YORK STATE VENDOR KESPONSIBIX,ITY DEFINITIONS LIS'f" ss jt existed ut the time of eertffication.. Page 1 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) EIN: 0 II. BUSINESS CHARACTERISTICS /,- 1.1 Was the Business Entity formed in New York State? t Ii'es [] No If"No" indicate jurisdiction where thc Business Ent£tv was formed: [] United S~ates State [] Other [ Counlry 1.2 Is the Business Entity currently registered to do business in New York St~f~? ' [~]'~es [] No Note: Select "Not Required" if the Business Entity is a Sole Proprietor or General Partnership [] Not Requiled If"No," explain why the Business Ent~W zs not requked to be remstered to do business m New York Sta~: 1.3 Is the responding Basinuss EntiW a Joint Ventt~e? Note: lfthe submitting Bi~siness Entily is a Joint [] Yes Venture, also submit a separate qu~tionnah'e for each Business Entity comprising the Joint Venture. 1.4 Ifthe Business EntitY's ' ialP ' s is not in New York State, doestheBuslnessEnfity. C]Ycs C]No maintain an office in New York State? [~N/A (~elect "N/.,I " if Princi al Place o Business is in New York State.) ff"Yes," provide ~ address and telephone numb~ for one office locamd in New York Stato. 1.5 Is the Business Entity a New York State cea~ified MinoritY-Owned Businass E~emrise. or Women-Owned [] Yes Business Enterprise, orNew York State Small B~si~e~ or federally ceffified Disadvantaeed Business Entemrise? If"Yes," check all that apply: [] New York State ca,dried Minority-Owned Business Eaterprise (MBE) [] New York State certified Womon:Owned Business Entem_ ~se (WBE) ~'~[ew York State Small Business [~ Federally certified Disadvantaged Business Entermise (DB]E) 1.6 Identify each pemen who is, or has been within the past five (5) years, a Business Entity OfficiO] or Princinal Qwner of 5.0% ar more of the firm's share~, or one of the five largest shareholders or a director, an officer, a partner or a proprietor. Joint Ventures: Provide information for all firms involved. (~fttach additional page~ if necessary.) Name Title Percentage Ownership Employment Status with (Enter 0% flout the Firm , applicablo) [] Current ~ Former [] Curr~nt E] Former Page 2 of 8 September 22, 2009 E/N: o NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) RELATIONSHIPS 2.0 Arethereany~therc~astructinn-re~ated~rmsinwhich~n~w~rh~thepast~v~y¢ars~thesubmitting l f-]Yes ~o Business Entity or any oftha individuals listed in question 1.6 either owned or owns 5.0% or more of the shares of, or was or is one of the five largest shareholders or a director, officer, partner or proprietor of said other faro? I Firm/Company Firm/Company's Primary Business Firm/Company Name i(If available) EIN I Activity Firm/Company Address Explain relationship with the finn and indicate percent ownership, if applicable (enter N/A, if not applicable): ,/ Are there any shareholders, d/rectors, officers, owners, parmers or proprietors that the submitting Business Enti _ty has in common with tiffs firm? individual's Name ] Position/Title with Firm/Company I 2.1 Does the Bm/ness Entity have any constructio~l-rslated affiliates not identified in the response to 2.0 above? Affiliate Name Affiliate EIN (If available) Affiliate's Primav/Business Activity Affiliate Address , with the affiliato and indicate percent ownership, if applicable (enter N/A, if not applicable) ,4xe there any shareholders, directors, officers, owners, partners or proprietors that the submitting Business Entity I [] Yes [~o has in common with this affiliate? individual's Name / Position/Title with F/an/Company ! 2.2 Has the Business Entltv participated in my'construction Joint Ventures within the past three (3) years? [] Yes Attach additional pages if necessary. Joint Venture Name Joint Venture EIN (If available) I Idantify partiea to the Joint'Venture Page 3 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT A - COMPLETED CONSTRUCTION CONTRACTS . Question 3.0: List the ?n most r~cent Construction contracts the Business Entity has completed If less than tea include m recent subcontracts on projects up to that number. · , ' ost Award Date Amount Date CompJeted Contact Person -- - Telephon~, No. D~igner Architect and/or Design Engineer ~t~ ~,r.~i3,~p_ ~14-~34~-5~'~ ~'41L~ x,~/. L~501-~ It. ~.L~ Contract No. Prime or Sub ' Joint Venture (J!0 Name, if applicable ~ I~' ~ I ~. ~ I f~ i~ EI~ of JV, if applicable 2. Agency/Owner ' t AwardDate Amount ~ Date Completed Contact Person Telephone No. Designer Arehitect and/or Design Engineer ~ ~'/~o1~'~ ~t E~4'~ 3-3'52 '1'IZT~.P, Contract No, Prime or Sub 'Joint Venture (J~ Name. if applicable (OSt~ ~ '~ ~tb~-- ~ EIN of JV, if applicable 3. Ag~eucy/Owner AwardDate Amount q4'O '~ Date Completed Contact Person Telephone No, Desirer Architect and/or Design Engineer Contract No. ' Prime or Sub Joint Venture (J~ Name, if applicable O ~4 "~ "~ I ~ ~.g' EIN of JV, if applicabl~ 4. Ag.eacylOwner ' Award Date Amount Date Completed Cn.*,~t Perso~ q I I I oct Telephone No. D~sig~er Architect and/or Design Engineer Contract No. : Prime or Sub . ~]~> I¢~, I~ Joint Venture (JV) Name, ff applicable EIN of J~, if applicable 5. Agency/Owner _ i Award Date Amount Date Comolcted Contact Person Telephone No. · D~i~er .Arc~hitcct and/or Design Engineer Coulract No. J Prime or Sub ! Joint Venture (J~ Name~ if applicable "'"~t ~"l L~- _ EIN of ,IV, if applicable Page I of 2 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT A - COMPLETED CONSTRUCTION CONTRACTS Question 3.0: List the ten mo~t recent construction con{~r~cl~ the Business Entity has completed. [f le~ than ten, include most recent subcontracts on projects up to that number: 6. Agency/Owner Award Date Amount ~ ~ ~ ~ ~ ~ m ~ "~/::~ ! I~Telephone No. DeSigner Architect and/or Design Engineer Date Completed Contract Nb. : I Primo or Sub Joiut Venture (JV) Name] ~if applicable ,4 |:Zt3¢~ '"'~[~-1~,4"t L~ .. . EIN of JV, if applicable 7. Agency/Owner ,.. ~'~J A ~.4J~f~.~(.~ ~ '~o~4~.d~.~ ,~[~ ) Award Date Amount Date Comp eted Contact Person ilt%iOq Telephone No. [ Designer Architect and/or D~ign Engineer Contrnet No. ] Prime or Sub Joint Venture (JV) Nam~ ifapplicable L~ ~q{.~ ~ ~1 ~ ~ ~ EIN of JV, if applicablc ~' A~geucy]Owner ~.. ~ Award Date Arno.ut ~.~ ~J~) Date Col~p]eted Coemct Pekoe Telephone No. D~i~er Architect and/or D~n Engineer Con~a~ No. P~hu~ or Sub Joint Venm~ (~ Nam~ if applicable ~, ~ee¢y/O~er Award Date Amount ~ Date Completed Con~ Person ' Telephone ~o. D~i~er Arehi~ and/or D~ign Engineer Contact N0. P~me oi Sub Joint Venire (~ Name, if applicable 1O. Agency/Owner Award Date Amount Date Completed Conact Felon Telephone No. ~ D~i~er A~hi~et and/or D~i~ En~r Contact No. Prime or S~ Joint Ven~ Name, if applicable ~ ~1~ E~ of~, ff applicable Page 2 of 2 . September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT B - UNCOMPLETED CONSTRUCTION CONTRACTS Question 3.1: List all current uncomplnted construction contracts: 1. A~cncy/Owncr . Telephone ~To~ ! Designer Architect and/or Design Engineer Contract No. Prime or Sub Joint Venture (JV) Name, if opplicable ~ II~t~ EI~ of J1/, if applicable Total Contract Amoun~..~ Amount Sublet to others Uncompleted Amount Award Date ComplcUon Date Con~ Posen i Telephone No. D~i~er ArehJte~ and/or Design Engineer Contract ~o, :, Prime or Sub Joint Venire (~ Nam~ if applicable ~ ~ ~ ~ ~ ~ ~ ~t ~ ~ E~ of ~, i~ applicable To~I Contract Amount Amount Seblet ~ others I Uncompleted Amount ': ~O~L~ ~l~ C~' AwardDate ~ Com~efionDate Telephone NO. D~i~er Archi~ct and/or D~i~ En~neer ~oatract ~o. ~rime or Sub aolat Veemre (~ ~am~ ffippli~ble ~ ~10~ ~1~ ] E~of~,ifappllcable ]Tol Ceub a~t Amount Amount Sublet ~ o~ers U~ompleted Amount 4. Agency/~ner Award Date ~ Completion Date Con~ Person Telephone Ne. D~i~ch~t and/or D~ign ~ngin~r Cen~a~ No. , . Prime ~ gub ' Joint Venire (~ Name, if applicable __ E~ of~, if applicable To~I Cen~a~ Amount Amount Sub[~ to others Uncompleted Amount Page 1 of 3. September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT B - UNCOMPLETED CONSTRUCTION CONTRACTS QueStion 3:1: List all currcat uncompleted construction contracts: Agency/Owner zl%toq j Coutact Per,on Con~a~ NO. , ~ub Agency/Owner ' Con~.~tct Person: Contract No, Prime or Sub A~ency/Owner Contact Person Coat, act No. Prime or Sub Agency/Owner Contact Person Contract No. Prime or Sub Pag~ 2 of 3 ~ ~iteet and/or Design Engineer [ EIN of~'V, ifappllcabie { ~ ~ 4~ ~ , ~, uusc~ to omers I Uncompleted Amount nno/or ~ign ~ngin~r Joint Venture (~ Nam~ if appli~le ~ ~ E~ of~, if applicable ~E~ of~, if applicable ~act Amount /or D~I~B ~ngine~r Joint Venture (Jr). Name, if applienble licable ~biet %others i Unco_mple?d_Am_ount September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE · ATTACHMENT B - UNCOMPLETED CONSTRUCTION CONTRACTS .1: List nil curr~n~ uncompleted construction contracts: Agency/Owner t Telephone No. Designer ~rchitect and/or Design Engineer Contract No, Prime or Sub Joi~t Ventare (JV) Nome, if applicable '~'['"['"['"['"['"[~ I~X,~/-' -- EI~ of,P/, if applicable · [ Total Contract Amount ~ I Amount Sublet to others I Uncompleted Amount Con~Pe.on: Telephone No. - ~'~ ~ / ~t Iql~ ~ ~[t ilo ~i~ner ~chi~ and/or D~ign Encn~r Contract No. :; Prime or Sub Joint Vesture (JV) Name, if applicable lTotal~ontrnct Amount Amount Sublet to others EIN of JV, if applicable Uncompleted Amount Grand Total All Uncompleted Contracts P~.gc 3 of 3 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) EriN: 0 IlL CONTRACT HISTORY 3.0 List the ten most recent construction contrac~ the Business Entity has completed using Attachment A - Completed Construction Con,acts, found at htto:/lwww.osc.state.nv.ns/vendran/documents/attachmenta.doe. If less than ten, include moat recent subcontracts on projects up to that number. 3.1 List all current uncompleted consWaction contracts by using Attachment B - Uncompleted Construction Contracts, found at ht~:/Iwww.osc.state.nv.us/vendrev/documents/attachmenfo.doc IV. INTEGRITY - CONTRACT BIDDING Fglt~in the past flve ($} ~ears, has the Business Entity, an affiliate, or any predecessor company or entity: 4.0 Been s~spund~d or debarred from any uovemment COhO'acting procesS or bean disoualified on any [] Yes [~o government procurement?. '4.1 Been subject to a denial or revocation of a government preqanlification? [] Yes 4.2 Had any bid rejected by a eova'nment entity for lack of qualifications, responsibility or because of the [] Yes submission of an informal, non-responsive or incomplete bid? ~ 4.3 Had a proposed subcontract rejected by a ~ovemmant entity for lack ofqualificntions, responsibility or [] Ye~ because of the submission of an informal, non-responsive or incomplete bid? 4.4 Hada~wbidrejectedanaa~vexnmante~ntm~tf~rfai~uret~makeuendfalthe~rt~nunyMia~rity~ , [~]Yes Owned Business Enterprise, Women-Owned Business Eme4pg~e or Disadventaued Business E~lterprise goal or statutory affirmative action reoalmments on a previously held cun~'act? 4.5 Agreed to a voluntary exclusiun from bidding/eonntaeting wflh a anvemmant ant~t~ [~] Yes 4.6 Initiated a request to withflraw a bid anbmitted m a government entity ur made uny claira of an error an a []Yes bid submitted to a uovemment emi~? For each "Yes, "provide an ~rplanatlon of the issue(x), the Bnsinexs Entity in~ol~ea~ the relationship to the ~*d~mittlng Bt~ine~s Entity. the ~overnmant entity involve& project(s), rd*rant dates, a~y rera~dird or corrective action(s) taken and the current stat~ of the~ssue(s). Provideanswer(s)beloworattachadditionalsbeetswithnur~beredrespor~e$. V. INTEGRITY - CONTRACT AWARD FYithin the pastftve (5)years, has the Business Entl~, an affiliate, or any predecessor company or entity: 5.0 Defaulted on or been sumended, cancelled or terminated for cause on'any eontrant? [] Yes [~'~o 5.1 Been subject to an administrative uroceedin~ or civil action seeking specific performance or restitution [] Yes [~o (except any disputed work proceeding) or requiring the Business Enti~ to enter into a formal monitoring agreement ia connection with any eovenunent conttacff 52. Had its surety called upon to cOmPlete any contract whether government or private sector? [] Yes ~lqo For each "Yes, "provide an ~planation of the issue(sd, the Basin~ss Enti~ involve~ the relaaonship to the submitting Business Entity, the government entity/owners involved project(s), contract number(s}, relevant dates, any remedial or corrective action(s} taken~the~entstatasoftheissae(s}, daravideanswer($)beloworattachadditionalsheatswithmanberedresponses. Page 4 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) E/N: 0 VI. CERTIFICATIONS/LICENSES Within the past ftve (5) years, has the Business EntiO~, an affiliate, or any predecessor company or enti~: 6.0 Had a revocation or suspension of any business or professional permit and/or license? [] Yes ~ 6.1 Had a denial, decertification, revocation or forfeiture of New York State certification of Minoritv-Ownec[ [] Yes [~ai~o Business E~terprise. Women-Owned Business Enterprise or a federal certification of Disadvantaged Business Enterprise status, for other than a change of ownership? For each "Ye, r, "provide an explanation of the issue(s), the Business Entit~ involved, the relationship to the submitting Oy~ines~ Entitv. the £overnment entitF revolved, relevant datex, any remedial or corrective action(s) taken and the current status of the issue(s). Provide answer(s) below or attach additional sheets with numbered responses. VII. LEGAL PROCEEDI!NGS F,~lthln the past flve ($} years, has the Business EntRy, an affiliate, or any predeces~or company or entity: 7.0 Been the subject ora criminal investigation, whether open or clo~ed, or an indic/anent for any busiaess- [] Yes related conduct constitt#/ng a crime ander local, state or federal law? 7.1 Been the subject of: (i.) An indictment, grant of immunity, inclement or conviction (including enterfiag into a plea bargain) [] Yes [~o For conduct constituting a crime; or (ii.) Any criminal investieat/on, felony/ndictment or conviction concerning the formation of, or any [] yes business association with, an allegedly false or fraudulent Minority-Owned Business Enteror/se. Women-Owned Bes/ness Enterprise, or a Disadvantaged Business Enterprise? 7.2 Received any OSHA citation and Notification of Penalty containing a violation classified as serigt~ or [] Yes wilLful? 7.3 Had a eovesmnent e~t/ty find a willful prevailing wage or supplemental payment Violation? [] Yes 7.4 Had a New York State Labor Law violation deemed willful? ['-[ Yes 7.5 E~qtered into a consent order with the New York State Department of Environmental Conservation, or a [] Yes federal state or loc,a/goverament enforcement determination involving a violation o f f..e/l~3~ slate or local env/runmental laws? 7.6 other than previously disclosed, been the ~ubj0et of ~ny ~ not/ees, violation orders, pending [] Yes nclminisl~dtive hearings or proceedings or determinatioes ora violatinn of: · 'Federal, state or local health laws, rules or regulations; · Federal. state or local environmental laws, rules Or regulations; · Unemployment insurance or workers compensation coverage or claim requirements; · Any labor law or regulation, whicfi was deemed willful; · Employee Ret/resnent Income Security Act (ERISA); · Federal. state or local human rights laws; s Eederal, state or local securitylaws? For each "Yes, "provide an explanation of the issue(s), the Business Fetffi'tp involved, the relatiouship to the submim'ng Buslt;es~ EntiO/, the ~overnraent entity imolved, rele~ant dates, any remedial or corrective action(s) taken a~d the current status of the issue(s). Provide answer(s) belo~ or attach additional shee~ with numbered respomes. Page 5 of 8 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION'(CCA-2) EIN: 0 VIII. LEADERSHI]~ INTEGR/TY If the Business Entt~ is a Joint Venture Entity, answer "N/,4 - Not Applicable" to questions in this section. Within the past frye ($) years has any lndividual previously identified or any individual having the authority to sign, execute or approve bids, proposals, contracts or supporting documentation on behalf of the Business Entigy with New York State been sub]oct to: g.O A sancfio~t imposed relative to any business or professional permit a~d/or license? [] Yes [] 8.1 A crim/nai investigation, whether open or closed, or an indictment for any business-related conduct [] Yes [~'~o constituting a crime under local, state or fe~'a] law? [] N/A 8.2 · Misdemeanor or felony charge, indictment or conviction fot~ [] Yes (i.) Aay business-feinted activity including but not limited to fraud, coercion, extortion, bribe or bribe- [] receiving, giving or accepting unlawful gratuities, immigration or tax fraud, racketeering, mail f~aud, w/re f~aud, pric~-fix~ng or coll~ive bidding; or (ii.) Any crime, whether or not business-related, the underlying conduct of which related to truthfuiness, including but not limited to the filing of false documents or fals~ sworn statements, perjury larceny 3.3 A debarment from any ~overnment eon~xacting proc~s? [] Yes For each "Yes, "provide an esplanation of the issue(s), lhe individual involvea~ the relatloeship to the submffling ~ the government eoti~ involve~ relevant dates, any remedial or corrective action(s) ta[ce~ andthe current statas of the i~s~e(s). Provide an~er(s) below or attach additional sheets with numbered responses. LY. FINA.NCLAL AND ORGANIZATIONAL CAPACITY 9.0 Within the past five (5) yanr~ has the ~ or any affiliate received any formal unsatisfactory performance assessment(s) l~om any government entity on any eonlrnet7 [] Yes [~o If Yes, p avl e an explanation of the tssue(s), the Busmess Ennt~ mvolvev~ the relattonshtp to the subnutti~g ~ the government entity involvoa~ relevant date~, any remedial or correative action(s} taken andthe current statm of the issue(s). Provide answer below or attach additional sheet~ with numbered responses. 9.1 Within the past five (5) years, has the Business EnfiW or any affiliate had any liquidated damages assessed I [] Yes ~ over $25,0007 If "Yes, "provide an explanation of the issue(s), tho Business Entity involved, the relationship to the submitting Business Entity, relevant dates, the contractingparly involve~ the amount assessed and the c.urrent states of the issue(s). Provide answer below or attach additional sheet~ with nurabered responses. 9.2 Withinthepast~ve(5)ycers~hastheBasines~En~tv~ranya~i~ehadany~ie~c~aims~riudmnents [[]Yes ~ (not includ/ng UCC fdings) over $25,000 fried agent thc Business Entity which remain undischarged or were unsa~sfied.for more than 90 days? ' If "Yes, "provtde an expl~na~on of the tssue(s), the/~tness Entttv revolved, the relattonshtp to the submttttn~ l?asmess Enti~, relevant dates, the Lien holder or Claimants' name(s9, tho amount of ~e lie~($) and the current sta~ of the'issue(s). Provide answer below or attach additional sheets with numbered responses. Page 6 of 8 'september 22, 2009 ~]~: 0 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2} IX. FINANCIAL AND ORGANIZATIONAL CAPACITY 9.3 In the last seven (7) years, has the Business Entity er any affiliate initiated or been the subject of any I [] Yes ~o bankruptcy proceedings, whether or not closed, or is any bankruptcy proceeding pending? If "Yes, "provide the Business EntiO, involved, the relationship to the submitting Business Entitg, the ban/~ruptcy chapter number, the · court name and the docket number. Indicate the current status of the proceedings as 'Ynitiatet~" "Pending" or "Closed" Provide answer below or attach additional sheets with numbered responses 9.4 What is the Business Eatitv's Bonding Capacity? a. Single Project · 9.5 List Business EntiW's Gross Sal~ for the previous three (3) Fiscal Years: I st Year (Indicate year ) · 9.6 threeLiSt BusineSSo) flscalEntity'Syears: Average. Backlog. for the previous '!l contracts)(F~timated total value of uncompleted work on outstanding I st Year (Indiente year ) , ount 9.7 Attach Business Entity's annual faancial statement and acenmpanying noteS or complete Attachment C - Financial Information, found at htto://www.ose.sta, te.nv, uslvendreo/doenments/attachmentc · X. FREEDOM OF INFORMATION LAW (FOIL) I0.0 Indi~atewhethcranyinf~rmati~n~r~videdher~in/sbe~ievedt~beexemptfr~mdis~sureunderthe I~YeS [~o Freedom of In£ormalion Law (FOIL). Note: .4 determination of whether suvh information is exempt from FOIL will be made at the time of any request for disclosure under FOIL .4track additional pages ~Cne~essary. indicate the question nmnbe~s) and explain the basis for the claim. Page 7 of 8 September 22, 2009 EIN: 0 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE FOR-PROFIT CONSTRUCTION (CCA-2) Certification The undersigned: (1) recognizes that this questionnaire is submitted for the express purpose of assisting New York State contracting entities in making responsibility determinations regarding an award of a contract or approval of a subcontract; (2) recognizes that the Office of the State Comptroller (OSC) will rely on information disclosed in the questionnaire in making responsibility determinations and in approving a contract or subcontract; (3) acknowledges that the New York State contracting entities and OSC may, in their discretion, by means which they may choose, verify the truth and accuracy of all statements made herein; and (4) acknowledges that intentional submission of false or misleading information may constitute a misdemeanor or felony under New York State Penal Law, may be punishable by a frae and/or imprisonment under Federal Law, and may result in a finding of non-responsibility, contract suspension or contract termination. The undersigned certifies that he/she: is knowledgeable about the submitting Business Enflty's business and operations; · has read and understands all of the questions contained in the questionnaire; · has not altered the content of the questionnaire in any manner; · has reviewed and/or supplied full and complete responses to each question; · to the best of his/her knowledge, information and belief, cortfm~s that the Business Entity's responses are la-ue, accurate and complete, including all attachments, if applicable; · understands that New York State will rely on the information disclosed in the questionnaire when entering into a contract with the Business Entity; und · is under obligation to update the information provided herein to include any material changes to the Business Enfity's responses at the time of bid/proposal submission through the contract award · notification, and may be required to update the information at the request of the New York State contracting entities or OSC prior to the award and/or approval of a contract, or during the term of the contract. Signature of Owner/Offi~r Printed Name of Signatory Title Name of Bush~ Address City, State, Zip Page 8 of 8 JENHiFER SP^DARO .t ~. Net~ Public State of New Yor~ ~-~ No. 01SP50]7514 / !;~ OualifiedinSuflelkCounty [ " Commission Exp~es SePt 7 l September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT C - FINANCIAL INFORMATION I. Cash 2. Ac¢ount~ receivable - les allowance for doubtful accounts Retainers included in accounts receivable EIN: As of Date: ASSETS $ $ Claims included in accounts receivable not yet approved or in litigation Total Accounts Receivable 3. Notes receivable - due wRhin one year 4. Inventory - materials 5. Contrant cosls in excess of billings on uncompleted cunh'ac~ 6. Accrued income receivable Interest Other (list) Total Accrued Incom~ Receivable 7. Deposits Bid and Plan Other O/sO Total Depozi~ 8. Prel~id Expenses Income Taxes insurance Other (list) 9. Other Curront. Other 10. Page 1 of 4 $ $ $ $ $ $ $ $ $ $ $ .$ $ $ .$ $ $ September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT C - FINANCIAL INFORMATION 11. InvesUnents Listed securities-present market value Unlisted secur/ties-present value Total Investments 12. Fixed Assets Land Building and improvements Leasehold improvements Machinery end equipment Automotive equipment Office furniture and fixtures Other 0is0 Total Less: Accumulated depreciation To~al Fixed Assets - Net 13. Other Assots Loans recei~ble Officers Employees Shareholders Cash surrender value of officers' i Notes receivable - due afler~e year Other (list) / . / 14. Total Oltae~sets EIN: $ $ $ $ $ $ $ $ $ $ $ $ $ $ Page 2 of 4 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT C - FINANCIAL INFORMATION Current Liabilities 15. Accounts payable 16 a. Loans fi.om shareholders - due within one year 16 b. Other Loans - due within one year 17. Note~ payable - due within one year 18. Mortgage payable - due within one year 19. Other payables - due within one ye~ Other (list) Total Other Payable~ - due within one year 20. Billings in excess of costs and estimated earnings 21. Accrued expenses payable Salm-ies and wages Payroll rexes Employees' benefits Other Total ~ 22. Dividends payable 23. Income taxes payable State Federal Other Total Income Ta LIABILITIES 24. Total 25. State $ $ $ $ $ $ $ $ $ Total Deferred/ncome Taxes $ $ $ $ $ $ Page 3 of 4 September 22, 2009 NEW YORK STATE VENDOR RESPONSIBILITY QUESTIONNAIRE ATTACHMENT C - FINANCIAL INFORMATION 26. Long Term Liabilities Loans from shareholders - due at, er one year Other Loans - due within one year Principle Interest Notes payable - due aRer one year Mortgage - due after one year Other payables - duo after one year · Other 0ist) Total Long Term Liabilities 27. Other Liabilities Other (list) Total Other Liabilities 28. TOTAL LIABLLIT[F~ EIN: $ $ $ $ $ 29. Net Worth (ifproprintorshiI 30. Stockholders' Equi~ Common stock issued and Preferred stock issued and c Retained earnings Total Less: Treasur 31. TOTAL 32. TOTAL 12 NET WORTH $ $ $ $ $ STOCKHOLDERS' EQUITY Page 4 of 4 September 22, 2009 D.F. STONE CONTRACTING, LTD. FINANCIAL STATEMENTS DECEMBER 3'!, 2009 KREr[ZUAN & KREIT2~UAN CONTENTS PAGE ACCOUNTANTS' REVIEW REPORT FINANCIAL STATEMENTS: Balance Sheet Statement of Operations and Retained Earnings Statement of Cash Flows NOTES TO FINANCIAL STATEMENTS SUPPLEMENTARY INFORMATION Supplementary Supporting Schedule - Schedule Analysis of Revenues Earned Supplementary Supporting Schedule - Schedule II Analysis of Contracts in Progress Supplementary Supporting Schedule - Schedule III Analysis of Completed Contracts Supplementary Supporting Schedule - Schedule IV Analysis of General & Administrative Expenses 3 4 5 6 7 11 12 13 14 KREITZ~AN & I(RErI'ZMAN To the stockholder of D.F. Stone Contracting, Ltd. Hauppauge, New York KREITZUAN & KREI1-ZMAN CERTIFIED PUBLIC ACCOUNTANTS ACCOUNTANTS' REVIEW' REPORT We have reviewed the accompanying balance sheet of D.F. Stone Contracting, Ltd. (an S corporation) as of December 31, 2009, and the related combined statements of income, retained earnings and cash flows for the year then ended, in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. All information included in these financial statements is the representation of the management of D.F. Stone Contracting, Ltd. A review consists principally of inquiries of Company personnel and analytical procedures applied to the financial data. It is substantially less in scope than an audit in accordance with generally accepted auditing standards, the objective of which is the expression of an opinion regarding the financial statements taken as a whole. Accordingly, we do not express such an opinion. Based on our review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with generally accepted accounting principles. Our review was made for the purpose of expressing limited assurance that there are no material modifications that should be made to the financial statements in order for them to be in conformity with generally accepted accounting principles. The information included in the accompanying Schedule I, II, III and IV are presented only for supplementary analysis purposes. Such information has been subjected to the inquiry and analytical procedures applied in the review of basic financial statements, and we are not aware of any material modifications that should be made thereto. K/'eilzman & Kreitzman, CPAs Hauppauge, NY May 17, 2010 -3- Current assets: Cash in bank Accounts receiva hie D.F. STONE CONTRACTING, LTD. Balance Sheet December 31, 2009 ASSETS Costs and estimated earnings in excess of billings on contracts in progress Loans receivable Total current assets Other assets: Investment - Land Total other assets Total assets LIABILITIES AND STOCKHOLDER'S EQUITY Current liabilities: Accounts payable Billings in excess of costs and estimated earnings on contracts in progress Payroll taxes payable Total current liabilities Total liabilities Stockholder's equity: Common Stock, no par value, 200 shares authorized, issued and outstanding Retained earnings Total stockholder's equity Total liabilities and stockholder's equity $ 785,998 2,658,767 186,854 647~669 4,279,288 300,000 300~000 $ 4,579,288 ,094,609 13,484 7,270 1~115~363 1,115,363 5,000 3,458,925 3,463,925 $ 4,57___~91288 See accompanying notes and accountants' review report -4- KREITZUAN & KREITZUAN D.F. STONE CONTRACTING, LTD. Statement of Operations and Retained Earnings For the year ended December 31, 2009 Contract revenues earned Cost of revenues earned Gross profit General and administrative expenses Net income from operations Distributions Retained Earnings - January 1,2009 Retained Earnings - December 31, 2009 9,943,633 8,336,976 1 ,§06,657 108,797 1,497,860 (600,000) 2,561,065 $ 3,458,925 See accompanying notes and accountants' review report -5- KREITZ~AN & KREII7~AN D.F. STONE CONTRACTING, LTD. Statement of Cash Flows For the year ended December 31, 2009 Cash flows from operating activities Net income Adjustment to reconcile net income to Net cash provided by operating activities: Changes in assets and liabilities Accounts receivable Costs and estimated earnings in excess of billings on contracts in progress Accounts payable Billings in excess of costs and estimated earnings on contracts in progress Payroll taxes payable Net cash provided by operating activities Cash ~lows from financing activities Distribution to stockholder Net cash used in financing activities Net increase in cash and cash equivalents Cash and cash equivalents- beginning of pedod Cash and cash equivalents- end of pedod $ 1,497,860 (1,077,508) 33,333 333,115 (8,531) 626 778,895 (eoo,ooo) oo,ooo) 178,895 607,103 $ 785,998 See accompanying notes and accountants' review report KREIT'ZMAN & KREI37,MAN D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 31, 2009 Note 1 - Summary of Si.qnificant Accountinq Policies Nature of Business The Company, a New York subchapter S corporation, constructs residential and municipal infrastructures such as drainage, sewem and roadways. The work is performed under day hire and fixed pdces contracts. All projects are located in New York. Income and Cost Recoqnition The Company reports earnings from fixed-price contracts by the percentage of completion method of accounting, determined by the ratio of costs incurred to date to the management's estimates of total anticipated costs. That method is used because management considers total cost to be the best available measure of progress on the contracts. Because of the inherent uncertainties in estimating costs, it is possible that the Company's estimates of costs and revenues may be revised prior to contract completion_ Revisions in cost and profit estimates are reflected in the accounting period in which the facts that require the revisions become known. In addition, at the time a loss on a contract becomes known, the entire amount of the estimated loss is recognized in the accounts, The asset, "Costs and estimated eamings in excess of billing on contracts in progress," represents revenues recognized in excess of amounts billed. The liability, "Billings in excess of costs and estimated earnings on contracts in progress," represents billings in excess of revenues recognized. Accounts and Retainaqes Receivable Management believes that accounts receivable are fully collectible and that no allowance for uncollectible accounts is needed. Included as part of the accounts receivable is the retainage on completed and uncompleted contracts of $264,859 as of December 31, 2009. See accompanying accountants' review report -7- KREI37MAN & KREI~ZMAN D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 31, 2009 Note 1 - Summary of Si.qnif cant Accountin.q Policies (continued) Income Taxes The company, with the consent of its stockholder, has elected under the Internal Revenue Code to be an S corporation. In lieu of corporate income taxes, the stockholder of an S corporation is taxed on their proportionate share of the Company's taxable income. Therefore, no provision or liability for federal income taxes has been included in these financial statements. However, New York State has imposed a fixed dollar minimum tax on S corporations. New York State taxes are recognized as incurred. Use of Estimates Management uses estimates and assumptions in preparing financial statements. Those estimates and assumptions affect the reported amounts of assets and liabilities, the disclosure of contingent assets and liabilities and the reported revenues and expenses. Cash Equivalents For purpose of the statement of cash flows, the Company considers all highly- liquid debt instruments purchased with maturity of three months or less to be cash equivalents. Events OccurincT After Report Date The Company has evaluated events and transactions that occurred between January 1, 2010 and May 17, 2010, which is the date the financial statements were issued, for possible disclosure and recognition in the financial statements. See accompanying accountants' review report -8- KRErI~MAN & KREI'I'Z. MAN D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 31, 2009 Note 2 - Costs and Estimated Eaminqs on Uncompleted Contracts Cost and estimated earnings on uncompleted contracts consist of the following: Costs incurred on uncompleted contracts Estimated earnings Total costs and estimated earnings Less billings to date $ 5,273,165 !,180,217 6,453,382 6,280,012 $ 173.370 Included in the accompanying balance sheets under the following captions: Costs and estimated earnings in excess of billings on contracts in progress Billings in excess of cost and estimated earnings on contracts in progress $ 186,854 13,484 Totals $ 173.370 Note 3 - Concentration of Risk The Company maintains its cash in a bank deposit account that at times, may exceed federally insured limits. The Company has not experienced any losses on this account. Management believes the Company is not exposed to any significant credit risk related to cash or short-term investments. Generally, the Company follows the practic~ of filing statutory liens on al~ construction projects where collection problems are anticipated. The liens serve as collateral for contracts receivable. See accompanying accountants' review report -9- KRErrZMAN & KREITT-~AN D.F. STONE CONTRACTING, LTD. Notes to Financial Statements December 31, 2009 Note 4 - Investment - Land The Company made an investment in land on May 13, 2008. The investment consists of four lots, with each lot costing $125,000. The Company contributed $300,000, while another investor group contributed $200,000. The lots are Jocated in a 75 home subdivision with a private golf club. The Company has a 50 % interest in the investment. Note 5 - BackloR The Company entered into contracts approximating $1,000,000 from January 1, 2010, through May 17, 2010. See accompanying accountants' review report -10- KREITZMAN & KREITZMAN SUPPLEMENTARY SUPPORTING SCHEDULES I(REIT',ZMAN & KREiTZ~AN D.F. STONE CONTRACTING, LTD. Supplementary Supporting Schedule Schedule I - Analysis of Summary of Revenues Earned For the year ended December 31, 2009 Revenues Cost of Earned Revenues Gross Profit Completed work Contracts in progress $ 7.563,387 $ 6,452,307 $ 1,111,080 2,380.246 1,884,669 ...495,577 $ 9,943,63~3 $ 8,336,976 $ 1.,.606,657 See accompanying notes and accountant's review report -11- EREITZ~/IAN & 6680037 $ 6~80012 $5273165 $ 188685 .$ $r461~850 ,~.. 1~218T187 ,$,4~073~136 $3,388~496 $684,640 $2~B0~246 .,$1~884,689 S495~577 $ 186~854 ,$ -12- KREITZMAN & KREI"r'ZMAN CERTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, LTD. Supplemental/Suppo~ng Schedule Schedule II1 - A~alyels of Completed Contracts For the year ended December 31, 2009 'A For the pedod Prior to danua~ 1r 2009 For the year ended December 31 ~ 2009 Total Gross Gross Cost of Contracts Costs Profits Earned Costs Profit Earned Construction Profit - ~..ood Pad,< 102,328 83,214 t 9,114 102.328 83,214 19,114 ;~.,vood UFSD 157,757 119,578 38,179 167,757 119,578 38,179 ~.=r~on Sewer 297,491 253,490 44,001 109,914 91,584 18,330 187,577 161,906 25,671 cpauge U FS D 166,263 136,248 30,015 166.263 136,248 30,015 ?,~od Pubtic Librar~ 86,471 67,853 18,618 36,225 28,971 7,254 50,246 38,882 11,364 :q~o~l VA 273,200 230,084 43,116 273,200 230,084 43,116 ~.~. # 6390 Recharge Basin 47,411 41,775 5,636 47,411 41,775 5,636 :~ of Hempstaed 1,060,863 882,451 178,412 1,060,863 882,451 178.412 ,' cf Oyster Bay- Tobay 755,737 605,411 150,326 262,174 218.953 43,221 493,563 386,458 107,105 ='~ of Riverhead t,216,252 1,033,065 183,187 1,199,987 990,997 206,990 16,265 42,088 (25,823) ~e of Amityville 142,144 116,794 25,350 92,259 77,104 15,155 49,885 39,690 10,195 .~ ~e of P~ uotl 509,995 397,981 112,014 384,373 299,950 84,423 125,622 98,031 27,591 -'irements, Private & PlO Work 4,832,407 4,191,902 640,505 4,832,407 4,191,902 640,505 $ 9t648T319 $ 8,159,866 $., 1~488,453 ,,.$ 2rB84~932 . $ 1,707,559 $ 377,373 $ 7~563,387~, $ 6,452~307 $ 1~111,080 . accompanying notes and accountants' review repor~ KRErI-ZMAN & KREITZUAN CERTIFIED PUBLIC ACCOUNTANTS D.F. STONE CONTRACTING, LTD. Supplementary Supporting Schedule Schedule IV - Analysis of General and Administrative Expenses For the year ended December 31, 2009 Insurance Rent expense Office expense Utilities Telephone Professional fees Bank charges State franchise tax Contributions Total operating expenses $ 23,192 38,814 3,415 8,211 5,425 5,750 16,865 6,000 1~125 $, 108,797 See accompanying notes and accountants' review report -14- KREITZBAN & KREi'I~MAN AGREEMENT THIS AGREEMENT, entered into this __ day of .2010, by and between the Town of Southold, New York ("the Town"), a municipal corporation organized and existing under the laws of the State of New York with offices at 53095 Main Road, Southold, New York, and DF Stone Contracting, Ltd. (the "Contractor"), with an address of 1230 Station Road Medford, New York 11763. WITNESSETH, that the Town and the Contractor, for the consideration hereinafter named, agree as follows: ARTICLE 1. WORK TO BE DONE AND CONSIDERATION THEREFOR The Contractor shall perform the following: Removal and proper disposal of all structures (below and above grade) associated with the Scavenger Waste Treatment Facility (Parcels 1, 2 & 3 defined on the Contract Drawings) located on Moore's Lane in Greenport, New York. The project includes any remedlation of contaminated soil required and the complete restoration of all three parcels in accordance with the Decommissioning Plans dated January 2005. The above mentioned shall be performed in accordance with attached plans entitled Decommissioning Plans for the Town of the Southold Scavenger Waste Facility, drawn by L.K. McLean Associates PC, dated January 2005, and last amended on January 2005, as approved by the Town of Southold Engineering Department, a copy of which is attached hereto and made a part hereof. ARTICLE 2. TIME OF COMPLETION The services to be rendered under this Contract shall be completed no later than 16 weeks from the execution of this contract. Time of performance is of the essence of this Agreement. ARTICLE 3. ACCEPTANCE AND FINAL PAYMENT Upon receipt of written notice that the Contract has been fully performed and an inspection by the Town Engineer to certify that the work has been completed to the satisfaction of the Town, the Contractor shall file with the Town Comptroller an itemized voucher and the Town will pay the Contractor $673,498 (not to exceed). ARTICLE4. CONTRACTOR'S ~SURANCE The Contractor shall not commence work under this Contract until it has obtained all insurance required under this paragraph and such insurance has been approved by the Town. (a) Compensation Insurance: The Contractor shall take out and maintain during the life of this Contract Workers' Compensation Insurance for its employees to be assigned to the work hereunder. (b) Insurance: The Contractor shall take out and maintain during the life of this Contract such general liability, property damage, and commercial auto liability insurance as shall protect it from claims for damages for personal injury, including accidental death, as well as from claims for property damage which may arise from operations under this Contract. The amounts of such insurance shall be as follows: General liability insurance in an amount not less than $1,000,000 for injuries, including wrongful death to any one person and subject to the same limit for each person, in an amount not less than $2,000,000 on account of any one occurrence. Property damage insurance in an amount not less than $300,000 for damage on account of all occurrences. Commercial auto liability insurance in an amount not less than $500,000 for damage on account of all occurrences. The Contractor shall furnish the above insurances to the Town and shall also name the Town as an additional named insured in said policies. (c) Any accident shall be reported to the office of the Town Clerk as soon as possible and not later than twenty-four (24) hours from the time of such accident. A detailed written report must be submitted to the Town as soon thereafter as possible and not later than three (3) days after the date of such accident. ARTICLE 5. BONDS Prior to the execution of this Agreement, the Contractor shall furnish to the Town a Performance Bond wherein the named obligee is the Town. The performance bond's purpose is to secure the faithful performance of the agreement. The Bond amount shall be $673,498.00. The bond shall be executed by a surety company approved by the Town, authorized to do business in the State of New York and with an office or representative in Suffolk County, New York. The form shall be acceptable to the Town and shall have a term through the completion of services. As an alternative to the Performance Bond, the Contractor may furnish a certified check, bank draft, money order, or a standard form irrevocable letter of credit. Certified check, bank draft or money order must be made payable to the order of the Town. The standard form irrevocable letter of credit shall be in a form acceptable to the Town. In the event the Contractor secures a Performance Bond from any of its subcontractors, said bond shall also name the Town as a dual obligee. In the event the Contractor fails to perform its obligations under this Agreement, the Town may terminate such agreement, and the Town may procure the services from other sources and hold the Contractor responsible for any excess costs incurred and deduct from payments owing to the Contractor and/or draw upon the Performance Bond as full or partial reimbursement for such excess costs. ARTICLE 6. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants: (a) That it is financially solvent and that it is experienced in and competent to perform the type of work or to furnish mechanical maintenance dredging to be furnished by it; and (b) That it is familiar with all federal, state, municipal and department laws, ordinances and regulations which may in any way affect the work or those employed therein. ARTICLE 7. PERMITS AND REGULATIONS The Contractor shall comply with all permits issued to the Town in connection with the services furnished under this Agreement. ARTICLE 8. TOWN'S RIGHT TO STOP WORK OR TERMINATE CONTRACT The Town shall have the right to stop work or terminate the Contract if.' (a) The Contractor is adjudged bankrupt or makes an assignment for the benefit of creditors; or (b) A receiver or liquidator is appointed for the Contractor or for any of its property and is not dismissed within 20 days after such appointment or the proceedings in connection therewith are not stayed on appeal within the said 20 days; or (c) The Contractor refuses or fails to prosecute the work or any part thereof with due diligence; or (d) The Contractor fails to make prompt payment to persons supplying labor for the work; or (e) The Contractor fails or refuses to comply with all applicable laws or ordinances; or (f) The Contractor is guilty of a substantial violation of any provision of this Contract; (g) The Town's execution and participation in this contract is found to be in violation of an existing collective bargaining agreement. (h) In any event, the Town, without prejudice to any other rights or remedy it may have, may, with our without cause, by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and its right to proceed as to the work. In such case, the Contractor shall not be entitled to receive any further payment beyond what owed in quantum meruit. ARTICLE 9. DAMAGES It is hereby mutually covenanted and agreed that the relation of the Contractor to the work to be performed by it under this Contract shall be that of an independent contractor. As an independent contractor, it will be responsible for all damage, loss or injury to persons or property that may arise in or be incurred during the conduct and progress of said work, whether or not the Contractor, its agents, or employees have been negligent. The Contractor shall hold and keep the Town free and discharged of and from any and all responsibility and liability of any sort or kind. The Contractor shall assume all responsibility for risks or casualties of every description, for loss or injury to persons or property arising out of the nature of the work, from the action of the elements, or from any unforeseen or unusual difficulty. The Contractor shall make good any damages that may occur in consequence of the work or any part of it. The Contractor shall assume ail blame, loss and responsibility of any nature by reason of neglect or violation of any federal, state, county or local laws, regulations or ordinances. ARTICLE 10. INDEMNITY AND SAVE HARMLESS AGREEMENT The Contractor agrees to indemnify and save the Town, its officers, agents and employees harmless from any liability imposed upon the Town, its officers, agents and/or employees arising from the negligence, active or passive, of the Contractor and from and against any damages, claims, or expenses, including reasonable attorney's fees, arising out of Contractor's breach of the Agreement or from Contractor's acts or omissions outside the scope of the Agreement or arising out of claims or actions by third parties against Contractor by virtue of his performance of this Agreement. ARTICLE 11. NO ASSIGNMENT In accordance with the provisions of section 109 of the General Municipal Law, the Contractor is hereby prohibited from assigning, transferring, conveying, subletting or otherwise disposing of this Agreement, or of its right, title or interest in this Agreement, or its power to execute this Agreement, to any other person or corporation without the previous consent in writing of the Town. ARTICLE 12. REQUIRED PROVISIONS OF LAW Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to have been inserted herein. If any such provision is not inserted, through mistake or otherwise, then upon the application of either party, this Contract shall be physically amended forthwith to make such insertion. In particular, the Contractor shall, among other things, fully comply with: (a) Labor Law section 220-e and Executive Law sections 291-299 and the Civil Rights Law relating to prohibition against discrimination and providing equal opportunity. (b) Affirmative action as required by the Labor Law. (c) Prevention of dust hazard required by Labor Law section 222-a. (d) Preference in employment of persons required by Labor Law section 222. (e) Eight-hour workday as required by Labor Law section 220(2). ARTICLE 13. PREVAILING WAGE RATES REQUIRED BY LAW (a) The parties hereto, in accordance with the provisions of section 220(3) of the Labor Law, hereby agree that there shall be paid each employee engaged in work under this Contract not less than the wage rate and supplements set opposite the trade or occupation in which he/she is engaged, as listed on Exhibit A attached hereto and made a pan of this Agreement, which are the wage rates and supplements established as the prevailing rate of wages for the work covered by this Contract. (b) Labor classifications not appearing on the schedule of wages can be used only with the consent of the Owner and then the rate to be paid will be given by the Owner after being advised by the Department of Labor. (c) The Contractor shall post in a prominent and accessible place on the site of the work a legible statement of all wage rates and supplements, as specified in the Contract, for the various classes of mechanics, workingmen/women, or laborers employed on the work. ARTICLE 14. ARBITRATION Should any dispute arise between the Town and the Contractor regarding the manner or sufficiency of the performance of the work, the disputed matter shall be settled by arbitration in accordance with the laws of the State of New York. There shall be three arbitrators, one of whom shall be selected by each of the parties hereto, and the third by the two arbitrators so selected. If the selection of any arbitrator is not made within fifteen (15) days of the time that either party has notified the other of the name of the arbitrator it has selected, then the arbitrator or arbitrators not selected shall be appointed in the manner provided by the laws of the State of New York. The work shall not be interrupted or delayed pending such decision. ARTICLE 15. AUTHORITY FOR EXECUTION ON BEHALF OF THE TOWN The Supervisor has executed this Agreement pursuant to a Resolution adopted by the Town Board of the Town of Southold, at a meeting thereof held on December 15, 2009. Scott A. Russell, Supervisor, whose signature appears hereafter, is duly authorized and empowered to execute this instrument and enter into such an Agreement on behalf of the Town. This instrument shall be executed in duplicate. At least one copy shall be permanently filed, after execution thereof, in the office of the Town Clerk, Elizabeth Neville. ARTICLE 16. NOTICES Any and all notices and payments required hereunder shall be addressed as follows, or to such other address as may hereafter be designated in writing by either party hereto: To Town: Elizabeth A. Neville, RMC, CMC Southold Town Clerk PO Box 1179 Southold, NY 11971 To Contractor: D.F. Stone Contracting, Ltd. 1230 Station Road Medford, New York 11763 ARTICLE 17. WAIVER No waiver of any breach of any condition of the Agreement shall be binding unless in writing and signed by the party waiving said breach. No such waiver shall in any way affect any other term or condition of this Agreement or constitute a cause or excuse for a repetition of such or any other breach unless the waiver shall include the same. ARTICLE 18. MODIFICATION This Agreement constitutes the complete understanding of the parties. No modification of any provisions thereof shall be valid unless in writing and signed by both parties. ARTICLE 19. APPLICABLE LAW This Agreement is governed by the laws of the State of New York. IN WITNESS WHEREOF, the Town of Southold has caused its corporate seal to be affixed hereto and these presents to be signed by Scott A. Russell, its Supervisor, duly authorized to do so, and to be attested to by Elizabeth A. Neville, Town Clerk, and the Contractor has caused its corporate seal to be affixed hereto and these presents to be signed by its President, the day and year first above written. (Seal of the Town of Southold) Attest: By: Town of Southold By: Scott A. Russell, Supervisor Elizabeth A. Neville, Town Clerk NAME OF CONTRACTOR. By: DF Stone Contracting, LTD. William Thomas, Vice President STATE OF NEW YORK: COUNTY OF SUFFOLK: ss.: On this December __, 2009, before me, the subscriber, personally appeared Scott A. Russell who, being by me duly sworn, deposes and says: That he is the Supervisory of the Town of Southold (the "Town"), the municipal subdivision of the State of New York named in and which executed the above and within Instrument; that he knows the seal of said Town and that the seal affixed to said Instrument is the seal of the Town; that it was so affixed by the order of the Town Board of the Town, and that he signed his name thereto by like order; And on the same day before me personally came and appeared Elizabeth A. Neville, Clerk of the Town of Southold, who, being by me duly sworn, deposes and says: that she is the Clerk of the Town; that she knows the seal of said Town; that it was affixed to said Instrument is the seal of the Town; that said Scott A. Russell is the Supervisor of the Town and that the signature on said instrument is the signature of said Scott A. Russell, as Supervisor. Notary Public STATE OF NEW YORK: COUNTY OF SUFFOLK: ss.: On the __ Day of December in the year 2009 before me, the undersigned, a notary public in and for said state, personally appeared , personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity and that by his/her signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. Notary Public DIVISION 1 - GENERAL REQUIREMENTS TOW~N OF SOUTHOLD DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 1 - GENERAL REQUIREMENTS Included in this Division are the following sections: 01010 General 01025 Measurement and Payment 01500 Construction Facilities & Temporary Controls 01501 Health & Safety Provisions 01502 Environmental Protection 01770 Project Closeout DIVISION 1 - Page 1 of 20 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 - GENERAL SITE The site of the proposed general construction for the DECOMMISSIONING OF THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY is located in the Town of Southold, located on Moores Lane, County of Suffolk, and State of New York and more particularly shown on the Contract Drawings. ~ACKGROUND The Scavenger Waste Plant was constructed by the Town of Southold on Village of Greenport leased land located on Moores Lane. The plant was operated by Town personnel and operated as a full scale receiving, treatment and discharge sewage treatment plant fi.om 1986 to 1996. Since 1996 the Town has elected to operate the plant as a receiving station with scavenger waste trucks dumping into a holding tank and the waste being removed periodically by tanker trucks. Under terms of the lease agreement, the town is required to remove all buildings and improvements from the properO~. The property shall be restored to a condition similar to the pre- lease condition. SCOPE The Contractor is to be advised that the facility is no longer in use as a scavenger waste treatment facility. The treatment building and equalization tanks are still in use as a holding facility for scavenger waste. This facility operates as a receiving station with scavenger waste tracks dumping into a holding tank and the waste being removed periodically by bulk carriers. A pre bid site visit is Mandatory of all contractors bidding the project. To set up a site visit please contact the Town Engineer (James Richter, R.A.). In general, the work shall include but not be limited to the following for the three parcels: Environmental protection of all existing site conditions and utilities · Sawcutting of existing asphalt pavement · Demolition and removal of all existing pavement- asphalt and concrete. · Demolition of all existing treatment structures on Parcel 1 associated with scavenger waste treatment and processing. · Demolition of covered sludge drying bed greenhouse at Parcel 2, as well as complete demolition of the sludge drying bed and its content. · Demolition of open drying bed at Parcel 3, including termination of all piping, removal and disposal of all concrete structure walls and all contents of the drying beds. · Removal and disposal of any contaminated material located under any of the treatment structures, piping, or drying beds outside of the limits of each structures concrete base. · Soil sampling in accordance with NYSDEC TAGM-4046, at the proposed test DIVISION 1 - Page 2 of 20 · DIVISION 1 - GENERAL REQUIREMENTS locations shown on the contract plans. · Import of any clean fill required to restore the site to the proposed grades. · Grade all clean fill to the proposed grades shown of the contract plans. · Provide and install a 6" thick topsoil layer in the areas of construction, contractor shall amend the soil as needed to allow for hydroseeding of the area. · Hydroseed the amended 6" topsoil layer. Without restricting the generality of the foregoing and for the convenience of each Contractor, the items of work are specified under the Standard 16 Uniform Divisions of the Construction Specifications Institute as follows: 1. General Requirements 2. Site Work 3. Concrete (Not Used) 4. Masonry (Not Used) 5. Metals (Not Used) 6. Wood (Not Used) 7. Thermal and Moisture Protection (Not Used) 8. Doors and Finish Hardware (Not Used) 9. Finishes (Not Used) 10. Specialties (Not Used) 11. Equipment (Not Used) 12. Furnishings (Not Used) 13. Special Construction (Not Used) 14. Conveying Systems (Not Used) 1 SA. H.V.A.C. (Not Used) 15B. Plumbing (Not Used) 16. Electrical (Not Used) The work covered under these Divisions shall be bid under one (1) separate Contract: 1. Contract A - General Construction 2. Contract B - H.V.A.C. - NOT USED 3. Contract C - Plumbing - NOT USED 4. Contract D - Electrical - NOT USED Each Prime Contractor shall be responsible for coordinating their contractual construction schedules with each other. Contractor shall submit a computer generated critical point method schedule indicating all items of work under the contract and in accordance with the Contractor's associated work. It is the Contractor's responsibility to update the schedule as required to reflect any changes in the schedule. SHOP DRAWINGS The Contractor shall make or provide any shop drawings, cuts or samples which the Engineer may require for the approval of details and to show the construction as it will be installed. No shop drawing shall be issued or used until it has been approved by the Engineer or his representative. After approval, no changes or deviations shall be made without written notice DWISION 1 -Page 3 of 20 DIVISION 1 - GENERAL REQUIREMENTS · being sent to the Engineer. The Engineer's approval shall not relieve the Contractor from responsibility for deviations from the Drawings or Specifications unless he has, in writing, called the Engineer's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors or omissions of any sort in the Shop Drawing or schedule. The Contractor shall submit Four (4) copies of each requested item to the Engineer for approval. SUPERINTENDENCE ANDWORKMEN The Contractor shall give his constant personal attention to the work while it is in progress, and he shall place it in charge of a competent and reliable superintendent, who shall have authority to act for the Contractor, and who shall be acceptable to the Engineer. The Contractor shall, at all times, employ labor and equipment which shall be sufficient to prosecute the work to full completion in the manner and time specified. All workmen must have sufficient skill and experience in such work to properly and satisfactorily perform it and operate the equipment involved. Any person employed by the Contractor whom the Engineer may deem incompetent or unfit to perform the work, shall be at once discharged and shall not be again employed. INSPECTION All proposed work under this Contract shall be performed during and with Engineer's approval. The Contractor is advised to inspect carefully the full premises and consult with the Engineer regarding any items of constmcfion or reconstruction that may be questionable. MAINTENANCE AND PROTECTION OF TRAFFIC The Contractor shall so conduct his operations as to interfere to the least extent practicable with the passage of vehicles, pedestrians and all other kinds of public traffic; and he must take every precaution against accidents happening to said vehicles, pedestrians and other traffic because of his operations. The Contractor shall enforce regulations and restrictions as may be necessary or required for the protection of fire, accidents, property damage and public nuisance. He shall provide and maintain such toilet facilities at or adjacent to the site as may be required. The Contractor shall erect and maintain such signs, channel and obstruction markers and barricades as may be required for the protection of traffic. The Contractor shall not deposit or store any equipment or materials within the Site Area except with written permission from the Engineer. MAINTENANCE AND PROTECTION OF UTILITIES The Contractor shall familiarize himself with the existence of structures of municipal and other public service corporations on or adjoining the site of the work and give reasonable opportunity to and cooperation with the owners of these utilities in the work of reconstructing or altering them. Such reconstruction and alteration shall be so conducted as to delay or interfere as little as practicable with the work of the Contractor. Any additional cost of various items of work because of these utilities shall be included in the price bid for these items. The Engineer shall direct the public utility corporations to shift or remove those utility structures that may be necessary to permit the Contractor to carry out the work in D1VISION 1 - Page 4 of 20 · DIVISION 1 - GENERAL REQUIREMENTS accordance with the Plans. The Contractor shall not remove or cause to be removed, any structure owned by a public utility corporation without the approval of the Engineer. The Contractor shall cooperate with the public utility corporation whose structures (aerial, surface or subsurface) are within the limits of or along the outside of the right- of- way, to make it possible for them to maintain uninterrupted service. The Contractor shall conduct his operations in such a way as to delay or interfere as little as practicable with the work of the utility corporation. GRADES~ LINES~ LEVELS AND SURVEYS The Owner's Engineer will establish one (1) bench mark and location of the work lines as reference points for the Contractor. The reference points shall be maintained by the Contractor. All other required lines, levels, grades, etc., shall be furnished by the Contractor from the reference points. Re-establishment of the reference points by the Engineer for the Contractor shall be done at the Contractor's expense. The Contractor shall verify all grades, lines, levels and dimensions as shown on the drawings, and he shall report any errors or inconsistencies in the aforementioned to the Engineer before commencing work. Commencement of work shall be corrected by the Contractor at his expense. LABOR~ LAWS AND WORKMANSHIP mo All Contractors and Subcontractors employed upon the work shall and will be required to conform to the Labors Laws of the State of New York, the Occupation Safety and Health Act of the various acts amendatory and supplementary thereto; and to all other laws, ordinances and legal requirements applicable thereto. All labor shall be performed in the best and most workmanlike manner by mechanics skilled in their respective trades. The standards of the work required throughout shall be of such grade as will bring results of the first class only. QUALIFICATIONS All bidders must have been established in the type of construction of whichever Prime Contract they are submitting a bid for as specified in the Contract Documents for a period of at least five (5) years. Bidders must furnish a list of a minimum of five (5) projects of similar type construction that was built by them in the Nassau- Suffolk area. List must contain name, address and telephone number of client's engineer for which each project was undertaken by Contract. A minimum of five (5) of the projects must have been built for municipal clients. DiVISION 1 - Page 5 of 20 DIVISION 1 - GENERAL REQUIREMENTS APPROVAL OF SUBCONTRACTORS No Subcontractors shall be employed on the work unless prior approval has been given by the Engineer. The Contract shall, within five (5) days after signing of the Contract, submit a list of proposed Subcontractors to the Engineer for approval. The list shall contain firm names, names of all principals and addresses and projects completed by each Subcontractor and names, addresses and telephone numbers of the particular project's Engineer for which the Subcontractor on the aforementioned project list must have been of similar nature. A minimum of five (5) projects for each proposed Subcontractor must be submitted. If for any reason a Subcontractor must be discharged from work, the Contractor shall notify the Engineer at least 24 hours prior to discharge, stating the reasons, and shall provide the Engineer with the name and qualifications of the replacement Subcontractor for approval by the Engineer. This action is deemed necessary to maintain continuity of the work and to minimize project disruptions. All costs due to slowdown of the project for such reasons shall be borne by the Contractor. STANDARD SPECIFICATIONS Where reference is made in these Specifications to a society, the portion referred to shall be read into and shall be a part of this Contract and Specifications. Materials, methods and equipment shall conform with the latest A.S.T.M., A.W.P.A., A.S.A., N.E.C., I.E.S., etc. Specifications as may relate to or govern the construction work. CONTRACT DRAWINGS The Contract drawings which accompany and form part of these Specifications bear the general title Decommissioning Plans For The Town of Southold Scavenger Waste Facility, Suffolk County, New York and separately numbered and entitled as follows: LKMA DRAWINGS 1 2 3 4 5 COVER SHEET SCOPING PLAN WITH PARCELS SITE DEMOLITION PLAN SITE RESTORATION-PARCEL 1 SITE RESTORATION PARCELS 2&3 H2M REFERENCE DRAWINGS 01 07 10 11 16 COVER SHEET SITEWORK- DETAILS G.C.- TREATMENT/ADMINSTRATION BUILDING ELEVATIONS G.C.- TREATMENT/ADMINSTRATION BUILDING FLOOR PLANS & DETAILS EQUALIZATION TANK-SECTIONS & DETAILS DIVISION 1 -Page 6 of 20 DIVISION 1 - GENERAL REQUIREMENTS 17 18 19 20 21 22 24 25 26 28 30 HEADBOX, FLASH MIX & FLOCCULATION TANK PLANS & SECTIONS HCL, FeCL, AND FUEL OIL TANK SECTIONS & DETAILS PRIMARY SETTLING TANK PLAN, SECTION & DETAILS ROTATING BIOLOGICAL DISC PLAN, SECTION & DETAILS SECONDARY SETTLING TANK PLAN, SECTION & DETAILS EFFLUENT WET WELL PLAN & SECTIONS SLUDGE, SCUM WET WELL PLAN & SECTIONS DIGESTER BUILDING PLAN, ELEVATIONS, SECTIONS & DETAILS DIGESTER TANK PLAN, SECTION & DETAIL OPEN SLUDGE DRYING BEDS- PLAN, SECTION & DETAILS COVERED SLUDGE DRYING BEDS-ELEVATIONS & DETAILS CLEAN-UP The Contractor shall at all times keep the construction area, including storage areas used by him, free from accumulation of waste material and rubbish and prior to completion of the work, remove any rubbish from and about the premises. Upon completion of the construction, the Contractor shall leave the work premises in a clean, neat and workmanlike condition satisfactory to the Engineer. GUARANTEES Before issuance of the final certificate, the Contractor shall deliver to the Owner the following guarantees in addition to those specifically required in the General Conditions and in the various technical sections. Should any defects develop in the aforesaid work within the stipulated periods due to faults in materials and/or workmanship, the Contractor hereby agrees to make all repairs and do all necessary work to correct the defective parts. Such repairs and corrective work, including the cost of making good all other work damaged by or other~vise affected by making of the repairs or corrective work shall be done without any cost or expense to the owner, and at the entire cost and expense of the Contractor, within five (5) days after notice to the Contractor. The owner may have the work done and charge the cost thereof to the Contractor and/or his Sureties who agree to pay the owner the cost of such work if the Contractor fails to respond as required. DIVISION 1 - Page 7 of 20 DIVISION 1 - GENERAL REQUIREMENTS · SECTION 01025 - MEASUREMENT AND PAYMENTS DESCRIPTION The Contractor shall furnish all labor, materials, tools, equipment, appurtenances and all services necessary to perform all Work as required by the plans and specifications or as required by the Engineer, at the lump sum or unit prices for the items listed herein. ENGINEER'S ESTIMATE OF QUANTITIES The ENGINEER'S estimated quantities for unit price pay items are approximate only and are included solely for the purpose of comparison of Bids. The OWNER does not expressly or by implication agrees that the nature of the materials encountered below the surface of the ground or the actual quantities of material encountered or required will correspond with the estimated quantities. PAYMENT ITEMS The method of payments and measurement of payments for each contract item shall be described on the Proposal Form (PF) section of the bid specification. DiVISION 1 - Page 8 of 20 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SCOPE Work shall include but not be limited to the following: A. Temporary Utilities - Electricity, lighting, heat, ventilation, telephone service (including fax machine), water and sanitary facilities. B. Temporary Controls - Barriers, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities - Access roads, parking, progress cleaning, project signage, and temporary buildings. TEMPORARY SANITARY FACILITIES A. The Contractor shall provide at the site suitable enclosed toilet facilities for the use of construction personnel. The Contractor shall observe and enforce all sanitary regulations and maintain satisfactory sanitary conditions around and on all parts of the work. B. Adequate washing facility shall be provided for the construction personnel. C. The Contractor shall maintain, service, clean, and disinfect facilities in a satisfactory manner and enforce proper use of the sanitary facilities. D. The Contractor shall be subject to a fine and prosecution if any human excrement is deposited in or around the construction site. E. The Contractor shall pay for all expenses associated with temporary sanitary facilities during the course of the work, including furnishing all necessary permits and fees required for temporary sanitary facilities. F. Comply with all applicable codes and arrange for all necessary inspections and approvals. FIRST-AID FACILITIES AND ACCIDENTS A. The Contractor shall provide, at the site, such equipment and facilities as are necessary to supply first-aid to any of his personnel who may be injured in connection with the work. B. Accident 1. The Contractor shall promptly report in writing to the Engineer all accidents and whatsoever arising out of, or in connection with, the performance of the work, whether on or adjacent to the site, which cause death, personal injury or property damage, giving full details and statements of witness. DIVISION 1 - Page 9 of 20 DIVISION 1 - GENERAL REQUIREMENTS 2. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Owner and the Engineer. 3. If any claim is made by anyone against the Contractor or a Subcontractor on account of any accidents, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim. PARKING The Contractor's personnel shall not park on the main road or adjacent private side streets. PROGRESS CLEANING A, Maintain areas free of waste materials, debris and rubbish. Maintain site in a clean and orderly condition. B. Remove waste materials, debris and rubbish from site and dispose weekly in areas as designated by the Owner. REMOVAL OF UTILITIES~ FACILITIES AND CONTROLS A. Clean and repair damage caused by installation or use of temporary work. B. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified conditions. DIVISION 1 - Page 10 of 20 · DIVISION 1 - GENERAL REQUIREMENTS SECTION 01501 - HEALTH AND SAFETY PROVISIONS REQUIREMENTS The Contractor shall be responsible to maintain a safe workplace and to monitor working conditions at all times during construction and, as necessary, to provide appropriate protective clothing, equipment and facilities for his personnel, and/or to establish work place procedures to ensure their safety, and to enforce the use of these procedures, equipment and/or facilities in accordance wit the following guidelines: Safety and Health Regulations Promulgated by the U.S. Department of Labor OSHA, 29 CFR 1910 - Occupational Safety and Health Standards, and 29 CFR 1920 - Safety and Health Regulations for Construction. 2. U.S. Environmental Protection Agency Medical Monitoring Program Guidelines. If, at any time, the Owner or the Engineer is apprised of a safety hazard which demands immediate attention because of its high potential for harm to public travel, persons on or about the work, or public or private property, the owner of the Engineer shall have the right to order such safeguards to be erected and such precautions to be taken as necessary and the Contractor shall comply with such orders. If, nnder such circumstances, the Contractor does not or cannot or his representative is not upon the site so that he can be notified immediately of the insufficiency of safety precautions, the Owner may put the work into such a condition that it shall be, in his opinion, in all respects safety, and the Contractor shall pay all expenses of such labor and materials as may have been used for this purpose by him or by the Owner. The fact that the Owner or the Engineer does not observe a safety hazard or does not order the Contractor to take remedial measures shall in no way relieve the Contractor of the entire responsibility for any costs or claims for loss, damage, or injury by or against any part sustained on account of the insufficiency of the safety precautions taken by him or by the Owner acting under authority of this Section. It is the responsibility of the Contractor to take appropriate safety precautions to meet whatever conditions of hazard may be present during the performance of the work, whether reasonably foreseeable or not. The Contractor is alerted to the fact that it shall be his sole responsibility to anticipate and provide such additional safety precautions, facilities, personnel and equipment as shall be necessary to protect life and property from whatsoever conditions of hazard are present or may be present. SUBMITTALS The Contractor is to provide prior to commencement of work a site specific health and safety plan, showing all safety protocol necessary for the demolition of a Scavenger waste facility. This HASP shall include but not be limited to; emergency contact numbers, directions to the local hospital, standard PPE required for workers, and air quality monitoring procedures. DiVISION 1 -Page 11 of 20 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01502- ENVIRONMENTAL PROTECTION WORK INCLUDED The Contractor shall furnish all labor, equipment, and materials required for environmental protection during and as the result of construction operations under this Contract except for those measures set forth in other provisions of these Specifications. Environmental protection requires consideration of air, water and land, and involves noise and solid waste management as well as other pollutants. RELATED SECTIONS B. C. D. E. Section 01500 - Construction Facilities and Temporary Controls Section 02050 - Site Demolition Section 02222- Clean Granular Fill Section 02315 - Removal & Replacement of Unsuitable Material Section 02320 - Unclassified Excavation and Embankment APPLICABLE REGULATIONS In order to prevent environmental pollution and to provide for environmental protection arising from construction activities related to the performance of this Contract, the Contractor and his subcontractors shall comply with all applicable, Federal, State and local laws and regulations concerning environmental protection, as well as the specific requirements stated in this Section and elsewhere in the Specifications. SUBMITTALS Implementation Plan Prior to commencement of the work, the Contractor shall: Submit in writing his plans for implementing this Section for environmental protection. Meet with the Engineer to develop mutual understandings relative to compliance with the provisions of this Section and administration of the environmental protection program. Erosion and Sedimentation Plan The Contractor shall submit to the Engineer for approval, a detailed erosion and sedimentation plan sufficiently in advance of construction so as not to delay initiation of work. The plan shall include location and construction details of the Contractor's proposed dikes, basins, etc. In addition, the DIVISION 1 - Page 12 of 20 DIVISION 1 - GENERAL REQUIREMENTS PRODUCTS Contractor shall provide and submit his control measures for stockpile material. No site work may commence without an approved plan. Plan should conform to New York State Guidelines for Urban Erosion and Settlement Control. Contractor is to size the erosion and sediment control system consistent with the NOAA Climatologically Summary data for Albany, New York. GENERAL A. All materials shall be in accordance with the Contractor's plan for environment protection. MATERIALS A. Silt Fence 1. Silt fence shall be Style 1380 silt stop as manufactured by Amoco Fabrics and Fibers Company, or equivalent. B. Hay 1. Hay for use as erosion barrier shall be baled in rectangular bales and shall be tied with twine. C. Snow Fence 1. Snow fence shall be vertical wood lath tied with wire. Snow fence shall be a minimum of 36 inches in height with wood lath spaced approximately 3 inches on center. Burlap 1. Burlap erosion control fabric shall be a woven landscaping fabric such as geojute, as manufactured by Belton Industries or equivalent. EXECUTION PROTECTION OF LAND RESOURCES A. General - It is intended that the land resources within the projects boundaries and outside the limits of permanent work performed under this Contract be preserved in their present condition, or be restored to a condition after completion of construction, that will appear to be natural and not detract from the appearance of DiVISION 1 - Page 13 of 20 DIVISION 1 - GENERAL REQUIREMENTS the project. The Contractor shall confine his construction activities to areas defined on the Drawings or in the Specifications except with written approval of the property owners and the Engineer. Prevention of Landscape Defacement - Limits of working areas includes areas for storage of construction material, and shall be cleared in a manner which will enable satisfactory restoration and which will not affect the environment during or after the construction period. The Contractor shall not enter beyond the working limits of the working area except with written approval of the Engineer and Owner. Location of Storage - The location of areas for storage of the Contractor's materials required temporarily in the performance of the work, shall be within the limits of the working area and shall require written approval of the Engineer prior to use. The preservation of the landscape shall be an imperative consideration in the selection of all such sites: Where temporary structures are constructed on sidehills, the Engineer may require cribbing to be used to obtain level foundation. Benching or leveling of earth may not be allowed, depending on the location of the proposed facility. Post-Construction Cleanup or Obliteration - The Contractor shall obliterate all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, or any other vestiges of construction. It is anticipated that excavation, filling and plowing of roadways will be required to restore the area to near natural conditions which permit the growth of vegetation thereon. The disturbed areas shall be graded and filled as required, and topsoil shall be spread to a depth of no less than 6 inches over the entire area and the entire area shall be seeded. PROTECTION OF WATER RESOURCES General - The Contractor shall not pollute streams, lakes or reservoirs with fuels, oils, bitumens, calcium chloride, acids, or harmful materials. It is the responsibility of the Contractor to investigate and comply with all applicable, Federal, State, County, and Municipal laws concerning pollution of rivers, streams and impounded water. All work under this Contract shall be performed in such a manner that objectionable conditions will not be created in streams through, or bodies of water adjacent to, the project area. Erosion - Surface drainage cuts and fills within the construction limits, whether or not completed, and from borrow and waste disposal areas, shall, if turbidity producing materials are present, be held in suitable sedimentation basins or shall be graded to control erosion within acceptable limits. Temporary erosion and sediment control measures such as berms, dikes, drains or sedimentation basins, if required to meet the above standards, and shall be provided and maintained until permanent drainage and erosion control facilities area completed and operative. DIVISION 1 - Page 14 of 20 · DIVISION 1 - GENERAL REQUIREMENTS The area of bare soil exposed at any one time by construction operations should be held to a minimum. Apply temporary mulch on denuded ground immediately after rough grading is completed. This shall apply to all reasons not subject to appreciable traffic during construction, even those that are to receive some form of construction later if ground is to be exposed 30 days or more. Upon approval by the Engineer, stream and drainage ditch crossing by fording with equipment shall be limited to control turbidity, and in areas of frequent crossings, temporary culverts or bridge structure shall be installed. Any temporary culverts or bridge structures shall be removed upon completion of the project. Fills and waste areas shall be constructed by selective placement to eliminate silts or clays on the surface that will erode and contaminate adjacent streams. Spillages - At all times of the year, special measures shall be taken to prevent chemicals, fuels, oils, greases, bituminous materials, waste washings, herbicides and insecticides and cement and surface drainage from entering public waters. Should a spillage into the public waters occur, the Contractor shall immediately notify the proper authorities. The Contractor will be responsible for any and all costs associated with the cleanup of spillages. Washing and Curing Water - Water used in embankment material processing, aggregate processing, concrete curing, foundation and concrete cleanup and other wastewaters shall not be allowed to re-enter the waterway if an increase in the turbidity of the waterway will result therefore. At the point where this water enters the waterway, precautions must be taken to assure that no permanent damage or serious temporary damage is caused by change of the pH factor of the stream or by introduction of nutrients or oxygen-consuming materials. Chemicals shall be adjusting pH factor, if required. Disposal - Disposal of any materials, wastes, effluents, trash, garbage, oil, grease, chemicals, etc., in areas adjacent to streams or other waterways shall be strictly prohibited. If any waste material is dumped in unauthorized area, the Contractor shall remove the material and restore the area to the condition of the adjacent undisturbed area. If necessary, contaminated ground shall be excavated, disposed of as specified hereinbefore, and replaced with suitable fill material, compacted and finished with topsoil, all at the expense of the Contractor. PROTECTION OF FISH AND WILDLIFE The Contractor shall at all times perform all work and take such steps required to prevent any interference or disturbance to fish and wildlife. The Contractor will not be permitted to alter water flows or otherwise disturb native habitat adjacent to the project area which, in the opinion of the Engineer, are critical to fish or wildlife. Fouling or polluting of water will not be permitted. Wash waters and wastes shall be processed, filtered, pounded, or otherwise treated prior to their DIVISION I -Page 15 of 20 DIVISION 1 - GENERAL REQUIREMENTS release into streams or other waterways. Should polluting or fouling the water occur, the Contractor shall immediately notify the property authorities. The Contractor will be responsible for any and all costs associated with the cleanup of polluted or fouled waters. MAINTENANCE The Contractor shall dispose of all discarded debris, aggregate samples and concrete test samples from any source whatsoever, in a manner approved by the Engineer. Toilet facilities shall be kept clean and sanitary at all times. Services shall be performed at such a time and in such a manner to least interfere with the operations. Services shall be accomplished to the satisfaction of the Engineer. The contractor shall frequently remove material no longer required on the site, such as excess excavated material, forms, temporary structures and similar materials and equipment so that, at all times, the site, access routes to the site and any other areas disturbed by his operations shall present a neat, orderly, workmanlike appearance. Before substantial completion inspection, the Contractor shall remove all surplus material, false work, temporary structures, including foundations thereof, plant of any description, and debris of every nature resulting from his operations, and put the site in a neat, orderly condition; and restore all areas which have been used for storage of materials and equipment, and all areas which have been disturbed by his operations, to their original condition or to a condition satisfactory to and approved by the Engineer. DUSTCONTROL The Contractor shall maintain all excavations, embankments, stockpiles, haul roads, permanent access roads, and waste areas, borrow areas and all other work areas within or without the project boundaries free from dust which would cause a hazard or nuisance to others or contaminate surface water. The Contractor shall, at his own expense, keep dust under control at all times on all roadways and other areas adjacent to the work or on the site of the work by the use of at least once a day and at other times when directed, (including after working hours, Saturdays, Sundays and holidays), of self-loading motor sweepers, vacuums, spraying water, and a combination of these methods. Approved temporary methods of stabilization consisting of motor sweepers, vacuums, spraying water, and a combination of these methods, will be permitted to control dust. Spraying water shall be repeated at such intervals to keep all parts of the disturbed area at least damp at all times, and the Contractor shall have sufficient suitable equipment on the job to accomplish this, if sprinkling is used. Dust control shall be performed daily as the work proceeds and whenever a dust nuisance or hazard occurs. DIVISION 1 - Page 16 of 20 · DIVISION 1 - GENERAL REQUIREMENTS All areas undergoing excavation, grading, filling, cutting or subject to other dust- producing activities by vehicles should be subjected to dust-inhibiting practices. The use of liquid palliatives and penetrating asphalted materials will not be permitted. Anchored mulch (asphaltic binders will not be permitted) shall be applied to non-traffic areas subject to blowing as a temporary treatment. Permanent vegetation shall be established as soon as possible. Contractor shall perform his operations such that the Federal particulate standards of 15 mg/m3 ofrespirable dust for a 24-hour period are not exceeded at the facility property line. NOISE CONTROL The Contractor shall use every effort and means possible to minimize or eliminate noise caused by his operation which the Engineer may consider objectionable. The Contractor shall provide working machinery, designed to operate with the least possible noise. The Contractor is responsible for maintaining compliance with all applicable noise regulations and all State and local noise ordinances. PESTICIDES AND HERBICIDES Where pesticides or herbicides are to be used in construction operations, data relative to restrictions on the type or types of material available and approved for application to control or eradicate vegetation, insects or organisms shall be obtained from the State or County agriculture departments. The amount of pesticide applied shall be limited to the recommended dosage. Application equipment shall provide an even distribution of the materials in accordance with the approved rate in terms of pounds per acre. Materials delivered to the site shall be covered and protected from the elements. Contents of the containers shall not be exposed. Application equipment or empty containers shall not be rinsed and discharged to the natural drainage channel. The rinse water shall be disposed of in a manner that would not cause pollution of surface or groundwater. Should pollution of the surface or groundwater occur, the Contractor shall immediately notify the proper authorities. The Contractor will be responsible for any and all expenses associated with the cleanup of the pollution of the surface or groundwater. PROHIBITED CONSTRUCTION PROCEDURES The Contractor is advised that the disposal of excess excavated material in wetlands, stream corridors and floodplains is strictly prohibited. Any violation of this restriction by the Contractor or any person employed by him, will be brought to the immediate attention of the responsible regulatory agencies, with a request that appropriate action be taken against the offending parties. Therefore, the Contractor will be required to remove the fill at his own expense and restore the DiVISION 1 - Page 17 of 20 DIVISION 1 - GENERAL REQUIREMENTS area impacted. The Contractor shall at a minimum be strictly prohibited from performing the following construction procedures: 1. Dumping of spoil material into any stream corridor, any wetlands, any surface waters, or an unspecified location. Indiscriminate, arbitrary or capricious operation of equipment in any stream corridors, any wetlands or surface waters. Pumping of silt-laden water from trenches or other excavations into any surface waters, any stream corridors or any wetlands. Damaging vegetation adjacent to, or outside of, the access road or the right-of- way. Disposal of trees, brush, and other debris in any stream corridors, any wetlands, any surface waters, or at unspecified locations. Permanent or unspecified altemation of the/low line of any stream. Burning of project debris. Location of storage stockpile areas in environmentally sensitive area. Disposal of excess or unsuitable excavation material in wetlands or floodplains even with permission of the property owner. Discharging silty or muddy water from demucking or dewatering operations into natural water courses. 7. 8. 9. 10. END OF SECTION DIVISION 1 - Page 18 of 20 · DIVISION 1 - GENERAL REQUIREMENTS SECTION 01770 - PROJECT CLOSEOUT Clean-up Prior to Final Acceptance 1. Clean all construction areas free from accumulated forms, excavation fill, construction materials and construction shanties. All basins, manholes, and pipe as constructed shall be cleaned free from accumulated construction dirt, silt, form work, etc., and all proper restoration called for in the items of the Specifications shall be complete in every detail. Remove stains, prints, paint, and soil marks of any nature from all ceilings, walls, floors, hardware, new and existing fixtures and equipment. Final Inspection 1. Upon completion of work under the Contract, notify the Owner and Engineer that work is complete and ready for final inspection. The work shall be inspected within a reasonable period of time, and list shall be prepared showing all items of work, if any, requiring correction or attention on the part of the Contractor. o Upon satisfactory completion of remedial work, the Engineer will issue notification and application for final payment may be submitted in accordance with the appropriate Article of the General Conditions. Use of Completed Portion - The Owner shall have the right to take possession and use any completed or partially complete portions of the work notwithstanding that the time of completing the entire work or such portions may not have expired. Such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with Contract Documents. Documents Required to be Delivered to Engineer 1. Release of liens Affidavit from all Subcontractors and material suppliers for job, stating that they have been paid. Affidavit that all payrolls, bills for materials, equipment and other indebtedness connected with the work has been paid. 4. Releases and waivers of liens from Subcontractors, if required by the Owner. 5. Consent of surety to final payment. 6. Record plans. 7. Maintenance and Instruction Manuals DIVISION 1 - Page 19 of 20 DIVISION 1 - GENERAL REQUIREMENTS · Guarantees The Contractor shall include all literature of the manufacturer's relating to equipment, including motors or other manufactured equipment; also, cuts, wiring diagrams, instruction sheets, and all other information pertaining to same that would be useful to the owner in the operation and maintenance of same. The Contractor shall also instruct the Owner's designated personnel in the operation of the equipment and/or systems. Before issuance of the Final Payment, the Contractor shall deliver to the Owner the following guarantee in addition to those specifically required in the General Conditions and in the various Technical Sections of the specifications. The Contractor hereby guarantees that all materials and workmanship installed under his respective contract to be new and of good quality in every respect and to remain so for a period of one (1) year, for longer periods where so provided for in any manufacturem literature, from the date of the issuance of the Final Certificate by the Engineer. Should any defect develop in the aforesaid work within the stipulated periods due to faulty materials and/or workmanship, the Contractor hereby agrees to make all repairs and do all necessary work to correct the defective parts. The Contractor at the expense of the Contractor shall complete such repairs and corrective work, including the cost of making good all the work damaged by or otherwise affected by the making of the repairs or corrective work, within five (5) days after notice to the Contractor by the Owner. In case the Contractor fails to do the work so ordered, the Owner may have the work done and charge the cost thereof against the monies retained as provided for in the contract and if no money is available, the Contractor and/or his sureties agree to pay the owner the cost of such work. Obtain, endorse and provide separate guarantees from sub-Contractors where called for in the various sections of this specification. END OF DIVISION DIVISION 1 - Page 20 of 20 DIVISION 2 - SITE WORK GENERAL The work under this Division shall be subject to the requirements of the GENERAL CONDITIONS, CONDITIONS OF CONTRACT, DRAWINGS, SCHEDULES, ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and Contractors for items, which might affect the work under this Division. TABLE OF CONTENTS - DIVISION 02000 - SITE WORK Included in this Division are the following sections: 02050 - Site Demolition 02200 - Site Preparation 02222 - Clean Granular Fill 02315 - Removal and Disposal of Contaminated Soil 02316 - Soil Sampling & Analysis 02320 - Unclassified Excavation and Embankment 02910 - Hydroseed 02911 - Topsoil DIVISION 2- 1 of 21 DIVISION 2 - SITE WORK · SECTION 02050 - SITE DEMOLITION & REMOVAL DESCRIPTION Under this Section, the Contractor shall supply all labor, materials, equipment and incidentals necessary to complete the Demolition work and Debris removal as specified herein, shown on the Contract Drawings and/or as directed by the Engineer. SCOPE In general, the work to be done shall include but not be limited to the following: Demolition, as referred to in this section, includes all labor, material and equipment necessary to properly remove and dispose of all materials associated with the treatment of septic waste. Such materials include asphalt pavement, concrete, concrete structures, piping (above and below grade), above and below grade storage tanks, crushed stone pavement and in-vessel processing equipment. All waste materials generated fxom the site demolition shall be disposed of at a permitted facility. Off-site disposal for all demolished material and debris shall be at a facility approved by the New York State Department of Environmental Conservation. All disposal fees, permits, and incidentals associated with transportation and disposal shall be borne by the Contractor. A manifest shall be generated for all waste materials removed fxom the site (Parcels 1, 2 and 3). Any non-waste materials and/or equipment removed during demolition shall be considered for re-use, salvage or re-sale by the Contractor. Site demolition shall be limited to Parcels 1, 2 and 3 as defined in the Contract Drawings. Any areas adjacent to the three parcels that are affected by site demolition shall be restored by the Contractor at no additional cost to the Owner. The demolition of the Waste Treatment Building (one-story masonry block building) shall be determined separately by the Owner. Site demolition shall be conducted in a manner that protects the underlying soils and surrounding areas. The Contractor shall furnish all materials required to protect the surrounding environment while removing DEMOLITION DESCRIPTION AND DETAILS A. Site Demolition within Parcel 1 shall include but not be limited to the following: Demolition of all concrete and asphalt roadways and walkways, including all curbing, and the removal of any unsuitable soil mater/al as per NYSDEC TAGM 4046 Soil Cleanup Objectives. DiVISION 2 - 2 of 21 DIVISION 2 - SITE WORK Demolition of all treatment structures and equipment associated with the scavenger waste facilities normal operations. This shall include all structures and tanks on site, as well as all mechanical and electrical systems used to support the operation of these systems. The Two (2) Hydrochloric Acid (HCL) and One (1) Fenic Chloride Acid (FeCL) Tanks have been properly cleaned and abandoned in accordance with SCDHS regulations. Although they have been abandoned it is the responsibility of the Contractor to properly remove and dispose of the tanks. Due to the equalization tank and treatment building still in use as a storage tank for scavenger wastes it must be properly cleaned and sterilized prior to any demolition. Prior to the Demolition, the Town of Southold will have all scavenger waste material removed fi:om within the treatment building and the equalization tanks. All concrete shall be pressure washed with a bleach mixture to ensure all scavenger waste has been removed from the concrete prior to demolition. The sterilization of the concrete will be performed until it has been deemed clean by the Town or their Duly Authorized Site Representative. The Contractor is responsible for containment, removal and proper disposal of any contaminated water generated from the cleaning process. This procedure for sterilization will also be followed if any structures other than the treatment building or the equalization tanks are found to still contain septic waste. All piping systems between all of the treatment structures shall be flushed with a bleach mixture to ensure all scavenger waste has been removed fi:om the piping systems prior to demolition. The Contractor is responsible for containment, removal and proper disposal of any contaminated water generated from the cleaning process Should the Town of Southold determine that they wish to demolish the treatment building it will be demolished in completion under Item 3 of the contract. If complete demolition of the structure is desired by the Town all electric and water service to the building shall be terminated and all piping and wires shall be removed back to the projects limit of demolition. The leaching pool and piping associated with the treatment building's sanitary system shall also be removed if the building is to be demolished in completion. Should the Treatment building be demolished in completion, all in-vessel mechanical and electrical systems within the treatment building associated with scavenger waste treatment shall be removed. All pumps, blowers, screening machines and electrical panels shall be removed under this item. Prior to removal of any in-vessel equipment all electric service supplying this equipment must be properly terminated. Upon implementation of this item the contractor shall leave all water and main power supply to the building connected. All equipment removed during demolition shall be considered for re-use, salvage or re-sale by the Contractor. It is mandatory that the bidding contractor visits the site to see all of the mechanical and electrical systems within the treatment building. The DIVISION 2 - 3 of 21 DIVISION 2 - SITE WORK removal will be paid under Item 3 of this Contract. Should the Treatment building be demolished in completion, the underground fuel oil tank shall be removed prior to demolition. The removal of the fuel tank must be done in full compliance with NYSDEC STARS Memo #1. All coordination of the tank removal with the SCDHS and NYSDEC shall be done by the Contractor with all associates costs of removal and disposal to be paid by the Contractor. The Contractor is responsible for all soil testing required during the removal of the fuel oil tank. The removal will be paid under Item 3 of this Contract. During demolition any soil that is determined to be contaminated shall be removed and paid for under Item 8. This item will require the Contractor to assume all cost for removal and disposal for the unsuitable material at a permitted disposal site. In order to fmther substantiate payment, the contractor is required to provide a copy of all transportation and disposal manifests for the unsuitable material. Demolition at Parcel 2 shall include but not be limited to the following: Complete demolition of the building structure at including all of the greenhouse structure above grade, concrete below grade and all unsuitable filter material within the greenhouse structure. Any underlying "stained" soils shall be removed and disposed of off-site. The Contractor shall implement NYSDEC TAGM 4046 Soil Cleanup Objectives (see appendix) to determine the extent of the drying bed demolition. Please refer to the reference drawings for construction details and cross sections of the drying beds. During demolition any soil outside the covered drying bed walls that is determined to be contaminated shall be removed and paid for under Item 8. This item will require the Contractor to assume all cost for removal and disposal for the unsuitable material at a permitted disposal site. In order to further substantiate payment, the contractor is required to provide a copy of all transportation and disposal manifests for the unsuitable material All demolition work shall be conducted in a cautious manner so as not to interfere or damage the Village of Greenport's waste treatment operation and/or facilities. Demolition at Parcel 3 shall include but not be limited to the following: · Complete demolition of all piping associated with the open drying beds. All buried piping shall be removed from the parcel. · Complete removal and disposal of the concrete wails, footings and access ramps DIVISION 2 - 4 of 21 · DIVISION 2 - SITE WORK associated with the limit of the open drying beds. Any underlying "stained" soils shall be removed and disposed of off-site. The Contractor shall implement NYSDEC TAGM 4046 Soil Cleanup Objectives (see appendix) to determine the extent of the drying bed demolition. Please refer to the reference drawings for construction details and cross sections of the drying beds. During demolition any soil outside the open drying bed walls that is determined to be contaminated shall be removed and paid for under Item 8. This item will require the Contractor to assume all cost for removal and disposal for the unsuitable material at a permitted disposal site. In order to further substantiate payment, the contractor is required to provide a copy of all transportation and disposal manifests for the unsuitable material All demolition work shall be conducted in a cautious manner so as not to interfere or damage the Village of Greenport's waste treatment operation and/or facilities. BASIS OF PAYMENT The lump sum price bid for Items 3, 4, 5 and 6 shall include all labor, materials, equipment, incidentals necessary to successfully remove all features of Parcels 1, 2 and 3 (individually) as identified on the Contract Drawings and as defined in the these Specifications. Any waste materials disposed of off-site shall be accounted for in the form of a manifest or tracking document. END OF SECTION DIVISION 2 - 5 of 21 DIVISION 2 - SITE WORK SECTION 02200 - SITE PREPARATION WORK INCLUDED The Contractor shall furnish labor, materials, equipment and appurtenances necessary or required to perform and complete all work including, but not limited to the following: A. Location and Stakeout B. Clearing, removing and the legal disposal of all debris and miscellaneous structures not covered under other sections of these Specifications. The Contractor shall do all stakeout, layout, and elevations necessary to perform the intended construction. Surveying shall be performed by a Licensed Land Surveyor acceptable to the Engineer. All insmmaents, equipment, stakes and any other material necessary to perform this work satisfactorily shall be provided by the Contractor and approved by the Engineer. QUALITY ASSURANCE Location and stakeout work shall be performed by a Professional Engineer or Land Surveyor duly licensed in the State of New York. The Contractor shall, at their own expense, secure and pay for all permits, inspections, fees and give all legal notices that may be required in connection with the work, including the notification of owners of existing subsurface gas and other utility lines. INSPECTION The Contractor shall visit and thoroughly familiarize them with the site and with the scope of work to be done. When the Contractor submits their proposal, it shall be interpreted to mean that he has examined the site, fully understands the existing and proposed conditions and has made due allowances for them in their proposal. PREPARATION Notification of utility companies shall be in accordance with Industrial Code Rule #53 of Title 12, of the Official Compilation of Codes, Rules and Regulations of the State of New York. Notify all utility companies, prior to start of work and ascertain location of all existing utilities. Exercise extreme caution in the area of existing utilities so as not to cause damage or breakage. DIVISION 2 - 6 of 21 · DIVISION 2 - SITE WORK The Contractor shall verify all elevations and satisfy themselves as to their correctness by visiting the site of the proposed work and examining the actual condition prior to the beginning of the work. PERFORMANCE The Contractor shall exercise diligent care to protect existing trees, shrubs and under- growth not to be removed and shall replace at his own expense any such existing plants, trees, shrubs or other plant material removed, destroyed, disfigured or damaged because of his negligence with similar planting approved by the Engineer. B. All wood and brash shall be legally disposed of by the Contractor at their own expense. ADJUST AND CLEAN The Contractor shall clean up and remove from the site all rubbish and surplus material as fast as it accumulates and shall not permit it to be scattered about the project site. PROTECTION OF EXISTING VEGETATION Top soil cover over root systems of existing trees and shrubs shall be minimized and never exceed 6 inches in depth. Trenching across tree root systems should be a minimum distance to the tree diameter in inches, converted to feet, from the tree trunk. (e.g. 10-inch caliper tree shall have a minimum of 10 feet distance between mmk and trench.) Tunnels under the root system should start 18 inches or deeper below existing grade. Tree roots, which must be severed, should be cut clean. Backfill material around roots shall be topsoil. Construct sturdy fences, wood or steel barriers, or other protective devices surrounding valuable vegetation from construction equipment. Place barriers far enough from tree so that all equipment such as backhoes and dump trucks do not contact tree mink or branches. Trees shall be protected from grade to the lowest branch or 8' above grade, whichever is lowest. Material shall only be stockpiled in locations approved by the engineer. No equipment shall be parked or repaired, and no oil, gasoline, concrete or other debris shall be dumped near trees and shrubs to remain. At the end of each workday, all debris shall be removed and disposed of off-site. Obstructive and broken branches should be pruned properly. The 3 cut method should be used on all branches larger than two inches at the cut. The branch collar on all branches whether living or dead should not be damaged. First cut the underside of the branch partly through 6 inches or more from tree. Cut through the branch 2 inches or D1VISION 2 - 7 of 21 DIVISION 2 - SITE WORK further out from trunk. The final cut should be made by placing the shears or saw in front of the branch bark ridge and cutting downward and slightly outward. Do not paint the wounds. Any trees damaged during construction shall be repaired by an approved tree surgeon. Any tree erroneously removed or damaged beyond satisfactory repair shall be replaced with the same species, 6 inches in caliper, which shall be balled, burlapped and platformed and planted at the direction of the Engineer. Where cuts expose or affect root systems of trees, the exposed roots shall be cut off cleanly and such areas shall be backfilled with topsoil as soon as practicable and shall be watered and protected from further damage. END OF SECTION DIVISION 2 - 8 of 21 · DIVISION 2 - SITE WORK SECTION 02222 - CLEAN GRANULAR FILL DESCRIPTION Under this Item, the Contractor shall furnish, place and compact clean granular fill material in accordance with the plans and specifications and/or as directed by the Engineer. MATERIALS Clean granular fill shall be sound, hard, durable bank run sand and gravel. Gradation shall be as follows as determined by ASTM D422 Testing Methods Sieve Size Percent Passing by Weight 1 -inch 100% No. 40 0-70% No. 200 0-10% The Engineer reserves the right to randomly test for conformance any material that arrives at the site. All costs associated with laboratory testing of the material shall be borne by the Contractor. SUBMITTALS The Contractor is responsible to submit gradation test results for the proposed fill prior to delivery of the material on site. The Contractor is responsible for all cost associated with collection, transportation and laboratory testing of the granular fill to ensure conformance to the proposed specifications. Included in the test results must be the location in which the material was generated from. CONSTRUCTION DETAILS The Contractor shall furnish and place clean granular fill material as directed by the Engineer. The fill material shall be placed in 12" lifts and thoroughly compacted with a vibratory tamper/roller or other approved means. The fill material shall be compacted to 95% of maximum density at optimum moisture content in accordance with ASTM D698 Standard Proctor. All testing fees shall be borne by the Contractor. BASIS OF PAYMENT The lump sum price bid for Item 10 shall include all labor, materials, equipment, survey, incidentals necessary to successfully furnish and install clean granular fill. Contractor will be paid the unit bid price per cubic yard of clean fill in place as determined by survey. All costs of survey will be paid by the Contractor. END OF SECTION DIVISION 2 - 9 of 21 DIVISION 2 - SITE WORK · SECTION 02315 - REMOVAL AND DISPOSAL OF CONTAMINATED SOIL DESCRIPTION Under this Item, the Contractor shall supply all labor, materials, equipment and incidentals necessary to excavate any waste material or any contaminated soils. The extent of this item is based on the monitoring grid and proposed test pits as identified on the Contract Drawings. SUBMITTALS Prior to the start of work the Contractor shall obtain and submit to the Engineer, the following: 1. List of all vehicles that will be used in transportation of the contaminated soils, including their EPA, and NYSDEC hauler permits numbers. 2. List of locations that the contaminated soils will be transported to for proper disposal. 3. A copy of the disposals facilities EPA and NYSDEC permit to accept the contaminated soil. CONSTRUCTION DETAILS All applicable OSHA requirements shall apply for construction activities. The Contractor shall be aware of the presence of possible septic waste gases and conduct work in accordance with the approved Health and Safety Plan. The Contractor shall excavate and remove all existing waste material from any areas encountered (eg. during excavation of pipes and structures). Excavation and removal of the material shall continue until visibly clean soil is encountered. If unsuitable material was found and removed to a depth that the soil was determined to be visibly clean by the onsite engineer, the Contractor shall than test the soil as specified in the Soil Sampling and Analysis Section. If the soil analysis does not meet passing criteria an additional two (2) feet or a depth as determined by the Engineer shall be excavated for the area represented by the sample. This excavation/testing process shall continue until the material is at or below the TAGM limit(s) or until the Engineer gives approval to cease excavation, which shall be determined by the NYSDEC. Upon completion of soil sampling and analysis, and removal of contaminated materials (if required) the excavated waste areas shall be backfilled to the grades (prior to the unsuitable soil excavation) with clean suitable material obtained from on-site grading. If the proposed grading plan cannot be achieved with on-site material generated from the site demolition, the remainder of clean fill material shall be imported from approved off-site sources (Section 02222 of the Specifications or Item No. 10 of this Contract). DiVISION 2 - 10 of 21 · DIVISION 2 - SITE WORK BASIS OF PAYMENT The lump sum price bid for Item 8 shall include all labor, materials, equipment, survey, and incidentals necessary to successfully remove and dispose of any contaminated material. Contractor will be paid the unit bid price per ton of contaminated material removed from the site as per weight tickets. All weights must be accounted for in the form of a manifest or tracking document from the disposal site. END OF SECTION DIVISION 2 - 11 of 21 DIVISION 2 - SITE WORK · SECTION 02316 - SOIL SAMPLING AND ANALYSIS DESCRIPTION Under this Item, the Contractor shall supply all labor, materials, equipment and incidentals necessary to collect and analyze soil samples in accordance with the Specifications. QUALIFICATIONS Sampling - Sampling personnel shall have a minimum of 1 year of related experience in collecting soil samples and be OSHA certified, as per OSHA Law - 29 CFR- 1910.120. Analysis - The samples shall be analyzed by an independent New York State Department of Health (NYSDOH) certified laboratory, approved by the Engineer. SUBMITTALS Prior to the start of work the Contractor shall obtain and submit to the Engineer, the following: · The Sampling Contractor's (or Contractor if so qualified) resumes and OSHA certifications of the personnel who will collect the samples, as Specified. · The proposed independent laboratory and its NYSDOH identification number. It is the Contractors responsibility to ensure that the Sampling Contractor submits, directly to the Engineer, the following: · Copies of the chain of custody records for each sample collected. · The sampling site location map as specified. It is the Contractors responsibility to ensure that the independent laboratory submit the analysis results directly to the Engineer. CONSTRUCTION DETAILS Sampling Upon completion of the excavated waste material or when a visible clean soil is reached throughout the entire job site, as determined by the Engineer, soil samples shall be collected and analyzed for any soil contamination throughout the entire site (Parcels 1, 2 and 3). Samples shall be taken as per the locations shown on the contract drawings (S.S.-1 thru S.S.-20). The Contractor is responsible for any survey or incidentals required to establish the location of the test sample locations. The onsite Engineer has the right to relocate any of the test locations as per field conditions. DWISION 2- 12 of 21 · DIVISION 2 - SITE WORK The Engineer shall witness the collection of every sample. Samples shall be collected using a stainless steel hand auger. All samples shall be taken in accordance with the procedures described in 40 CFR Part 261 Appendix 1 "Representative Sampling Methods". The collected samples, from each area excavated, will be retained, stored and preserved as appropriate for the analysis type in accordance with ASTM Standard D4220-95 Standard Practices and Transporting Soil Samples. Prior to the collection of each sample the sampling equipment shall be cleaned (decontaminated). Decontamination of all sampling equipment, which contacts the soil, will be performed to preserve sample integrity and to prevent cross contamination between samples. The sampler shall be cleaned by using a brush and 'Alconox' cleaning solution. The equipment shall be rinsed with potable water. All samples shall be labeled and transported along with its chain of custody record. Labels shall include the date and time of collection, name of each collector, location of sampling site, sample identification, and type of analysis requested. The chain of custody record shall include all the information given on the label and shall be signed by each person handling the sample. The Contractor shall work in conjunction with the Sampling Contractor to develop a 1 inch equals 20 foot scaled sampling site location map, indicating the following: · Three permanent reference points located on the site. Analysis The exact location of the sample collected and its sample identification labeled on the map. The analysis will ensure that the soils remaining after the waste excavations are reasonably free of contaminants. The each sample shall be analyzed for: · Eight (8) RCRA metals by Method 6010 · Volatile organic compounds (VOC's) by Method 8260 · Semi-volatile organic compounds (SVOC's) by Method 8270 · Organic Pesticides/Herbicides by Method 8021 PCB's byMethod 8082 The analysis results shall be compared with the Technical and Administrative Guidance Memorandum (TAGM) limits listed in New York State Department of Enviroamental Conservation (NYSDEC) TAGM 94-4046, rev. 1/24/94 (TAGM 4046). The Contractor shall not backfill or place any proposed structure(s) until the Engineer approves the sampling analysis results for each area. If the sample(s) analysis results exceed the TAGM limit(s) the Contractor shall excavate an additional two (2) feek or to a depth as directed by the Engineer, of unsuitable material for the entire area in which the sample(s) DIVISION 2 - 13 of 21 DIVISION 2 - SITE WORK · represents. This procedure shall continue until the material is at or below the TAGM limits or until the Engineer's approval to cease excavation, which shall be obtained from the NYSDEC. BASIS OF PAYMENT The lump sum price bid for Item 9 shall include all labor, materials, equipment, incidentals, and survey necessary to successfully sample and test the sample from Parcels 1, 2 and 3 as identified on the Contract Drawings and as defined in the these Specifications. The Contractor will be paid a unit bid price per sample collected and tested. END OF SECTION DIVISION 2 - 14 of 21 · DIVISION 2 - SITE WORK SECTION 02320 - UNCLASSIFIED EXCAVATION AND EMBANKMENT CLASSIFICATION Classification of excavation: Excavation shall be unclassified, and the term "unclassified excavation" shall be understood to mean any and all materials encountered during excavation work including structures, pavement, trees and stumps, foundations, retaining walls, earth, piping, demolition, drtfmage systems, and the fill required to establish proposed grades. GENERAL SITE EXCAVATION AND EMBANKMENT (FILL) The Contractor shall cut to exact elevations, grade and transport excavated materials to fill areas of the site if the material conforms to the specifications and/or as approved by the engineer. Material, which is unacceptable to the Engineer, shall be disposed of at Contractor's expense. B. Unstable soil shall be removed and replaced with sand or gravel and shall be thoroughly compacted. C. Adequate provision shall be made to intercept or divert all surface water from the areas of construction operations and designated wetlands. The Contractor shall establish a construction grid for the areas of proposed excavation and embankment to establish all stakeout, layout, and elevations necessary to perform the intended construction. Surveying shall be performed by a Licensed Land Surveyor acceptable to the Engineer. All instruments, equipment, stakes and any other material necessary to perform this work satisfactorily shall be provided by the Contractor and approved by the Engineer. E. All necessary earthwork and slope stabilization for construction of permanent embankments as shown on the construction drawings. All necessary earthwork and grading to prepare the subgrade for the perimeter swales, benches, RCA roads, recharge basin, sluiceway, downchutes, inlet structures, manholes concrete headwalls, fencing, and for all other subgrade preparation work not provided for in other Items of the project Specifications. All temporary means to manage and control stormwater discharge and prevent siltation and sedimentation of newly constructed stormwater structures in the Work area during the course of the Work. EXCAVATION FOR STRUCTURES: A. Depth: As indicated B. Clearance: Sufficient for formwork or other work to be performed. DIVISION 2 - 15 of 21 DIVISION 2 - SITE WORK · C. Embankments and Berms: Excavate to angle of recline or provide sheeting, shoring and bracing required for containing earth bank. D. Excess Depth: Carry footing and foundation walls to undisturbed soil. E. Loose Material and Debris: Keep out of excavation so footings will rest on solid, undisturbed soil. F. Soil Beating Capacity: Do not proceed with pouring footings until nature of soil under footings has been inspected and approved by the Engineer. END OF SECTION DiVISION 2 - 16 of 21 · DIVISION 2 - SITE WORK SECTION 02910 - HYDROSEED DESCRIPTION The Contractor shall furnish all labor, and materials, equipment and incidentals necessary to apply hydroseeding, amend the soil and establish an acceptable stand of grass as specified, shown on the Contract Drawings and as approved by the Engineer. SUBMITTALS The Contractor shall submit to the Engineer all items described in subsequent sections as outlined by the following schedule: A. Prior to hydroseeding material delivery to the project site: 1. Certified seed mixture. 2. Certified soil amendments, i.e. fertilizer, lime, peat moss, etc. as required per Agricultural Laboratory recommendations. The Contractor shall submit the report to the Engineer. 3. Certified wood fiber mulch. B. Upon completion ofhydroseeding: 1. Maintenance instructions for Owners maintenance after final acceptance. 2. Statement of warranty (1 year maintenance) MATERIALS A. The seed mixture should be as follows: Per Acre: 60 pounds Reliant II Hard Fescue 20 pounds Little Bluestem"Aldous" or "Blaze" PLS (Pure Live Seed) 10 pounds Jamestown II Chewing Fescue 10 pounds Azure Blue Fescue 50 pounds Annual Rye 5 pounds Switchgrass B. All fertilizer and lime shall be of commercial grade. C. A 100% wood fiber mulch binder should be incorporated into the seed mixture at a rate of 1,200 pounds per 150 pounds of seed. DIVISION 2 - 17 of 21 DIVISION 2 - SITE WORK · D. The 100% wood cellulose fiber mulch binder should meet the following requirements: Organic Matter 98% ~2% Ash Content 1.4% pH 6±2 Water Holding Capacity 90% minimum METHOD OF CONSTRUCTION A. Any existing vegetation determined by the Engineer to be unsuitable shall be removed by the Contractor prior to installing jute or erosion control mat. Hydroseed should be applied at a rate of 150 pounds of seed mixture per acre. B. Seeding shall be done between April 15th to June 15th or September 1st to November 15th. C. Soil amendments shall be granular type incorporated into the top three inches of soil. The Contractor may utilize liquid type with manufacturer's certification and Engineer's approval. D. The manufacturer's representative and/or installation guidelines should be consulted for more specific installation guidelines. E. Seeding: Every effort shall be taken to obtain a uniform distribution over the seeded area. The hydroseeder shall have continuous agitation action that keeps the seed mixed in the water slurry until pumped form the tank and the pump pressure shall be maintained such that a continuous pump pressure shall be maintained such that a constant non-fluctuating stream is maintained. If distribution of hydroseeding is not uniform, the affected area shall be re-seeded at the Contractor's expense. The seed-fertilizer mixture shall be used within 4 hours of adding the seed to the tank. Seed that is allowed to remain mixed with the fertilizer for longer than 4 hours will not be accepted for use and no compensation will be made for seed so rejected. Maintenance of Grass: The Contractor shall maintain the seeded area without additional payment until a uniform stand of grass approximately two and one-half(2-1/2) inches high has been obtained. Any areas that have been damaged or fail to show a uniform stand of grass shall be re~fertilized and re-seeded with the original mixture at the Contractor's expense until all the designated areas are covered with grass. The Contractor shall properly water, protect if necessary the areas until a satisfactory stand is obtained. G. When any portion of the surface becomes gullied or otherwise damaged, or when treatment is destroyed, the affected portion shall be repaired to re-establish condition and grade of soil and treatment prior to injury as directed at no additional cost to the Owner. Repair work required because of faulty operations (delays) or negligence on the part of the Contractor shall be performed without additional cost to the Owner. The Contractor shall make any repairs as directed by the Engineer before final acceptance. D1VISION 2 - 18 of 21 · DIVISION 2 - SITE WORK BASIS OF PAYMENT The square foot price bid for Items 12 shall include all areas in Parcels 1, 2 and 3 as identified on the Contract Drawings and as defined in the these Specifications. The Contractor will receive the unit bid price per square foot of area for this item as measured by survey. Contractor is responsible for all survey cost associated with this item. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid square foot for each square foot of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance is complete. END OF SECTION DIVISION 2 - 19 of 21 DIVISION 2 - SITE WORK · SECTION 02911 - TOPSOIL DESCRIPTION The Contractor shall furnish all labor, materials, equipment and incidentals necessary for hauling, stockpiling, testing, placing, grading, and compacting of topsoil in accordance with the Specifications, Engineer and as indicated on thc Contract Drawings. The Contractor shall stockpile and use existing onsite topsoil (amend as required) and if needed use topsoil from offsite sources. SUBMITTALS The Contractor shall submit to the Engineer the following for topsoil from both onsite and offsite sources: · Test results and recommendations for modifying soil by an approved agricultural laboratory. · Test results including percentage of nitrogen, phosphorus, potash, soluble salt content, organic matter content, pH value and gradation. MATERIALS Topsoil shall be the surface layer of soil with no admixture of refuse or material toxic to plant growth and shall be free from subsoil, stumps, roots, brush, stones, clay, lumps or similar objects larger than 2" in greatest diameter. The organic content shall not be less than 5% nor more than 20% as determined by loss on ignition of moisture free samples dried at 100 degrees. The pH of the topsoil shall be between 5.5 and 7.6. All topsoil shall meet the following mechanical analysis: Percent Passing 1' Screen 100 ¼ Screen 65-90 No. 100 mesh 20-80 No. 200 mesh 20-80 No more than 60% of the material passing the No. 100 mesh sieve shall consist of clay, as determined by the Bouyocous Hydrometer or by the decantation method. All percentages shall be based on dry weight of samples. DIVISION 2 - 20 of 21 · DIVISION 2 - SITE WORK CONSTRUCTION DETAILS No topsoil shall be spread until the subgrade elevations and the topsoil have been verified by the Contractors surveyor and approved by the Engineer. The Contractor shall supply all required equipment and personnel necessary to scarify, rake and fine grade topsoil. Raking shall be performed at a minimum to the top 2 inches of soil. The Contractor shall rake and fine grade all areas within the contract limit lines. All equipment tracks, depressions, etc., shall be graded smooth. The Contractor shall amend soil as required to the recommendation of an agricultural laboratory. BASIS OF PAYMENT The square foot price bid for Items 12 for topsoil provided and installed within designated areas of Parcels 1, 2 and 3 as identified on the Contract Drawings and as defined in the these Specifications. Contractor will be paid the unit bid price per square foot of 6" thick topsoil supplied and installed, upon completion of hydrosseding. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. END OF SECTION DIVISION 2 - 21 of 21 · TOWN OF SOUTHOLD DEMOLITION OF SOUTHOLD SCA VENGER WASTE TREATMENT FA C1LIIT EXSITING STRUCTURES ON PARCEL 1 SITE NORTH VIEW OF THE TREATMENT BUILDING AND CONCRETE PAVEMENT SOUTH WEST VIEW OF THE TREATMENT BUILDiNG, 1NFLUENT WET WELL AND SLUDGE SCUM WET WELL. WESTERN HALF OF THE EQUALIZATION TANKS CURRENTLY STILL 1N USE. EASTERN HALF OF THE EQUALIZATION TANKS CURRENTLY STILL IN USE. Exisiting Parcel 1 Site Photos Page lof2 TOWN OF SOUTHOLD DEMOLITION OF SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY EXSITING STRUCTURES ON PARCEL 1 SITE HEAD BOX, FLASH MIX AND FLOCCCULATION TANK SYSTEM. ROTATING BIOLOGICAL DISC UNITS PHOTO OF THE PRIMARY SETTLING TANK. THIS PHOTO IS ALSO TYPICAL OF THE SECONDARY SETLING TANK. NORTH VIEW OF THE DIGESTER TANK AND DIGESTER BUILDING. Exisiting Parcel 1 Site Photos Page 2of2 TOWN OF SOUTHOLD DECOMMISSIONING THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY CONSTRUCTION SPECIFICATION GREENPORT, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK LKMA Project No: 10038.0000 APPENDIX A Phase I1 Environmental Site Assessment ii, lid Phase II Environmental Site Assessment Report April 2007 Submitted to: Town of Southold Prepared for: LK McLean Associates 437 South Country Road Brookhaven, NY 11719 PWGC Project No. LKM0701 Prepared by: PWGC Strategic Environmental & Engineering P.W. Grosser Consulting, Inc. 630 Johnson Avenue, Suite 7 Bohemia, NY 11716 Phone: (631) 589-6353 Fax: (631) 589-8705 Project Director: Frank Castellamo E-mail: Fran kc~,pwq rosser.com PWGC. $lmtegk Environmental Engineering Solutions TABLE OF CONTENTS Former Town of Southold Scavenger Waste Plant Moores Lane, Greenport, New York 1,0 INTRODUCTION .............................................................................................................................. 1 2.0 SITE DESCRIPTION AND BACKGROUND .................................................................................... 1 3.0 SUB-SURFACE INVESTIGATION ................................................................................................... 1 3.1 Collection of Soil Samples ............................................................................................................ 2 3.1.1 Soil Quality ................................................................................................................................... 3 3.2 Collection of Groundwater Samples ............................................................................................. 3 3.2.1 Groundwater Quality .................................................................................................................... 4 4,0 Conclusions and Recommendations ............................................................................................ Table 1 Table 2 Table 3 Table 4 Table 5 Table 6 Figure 1 Appendix A Appendix B Tables Soil Analytical Results for Volatile Organic Compounds Soil Analytical Results for Semi-Volatile Organic Compounds Soil Analytical Results for Metals Groundwater Analytical Results for Volatile Organic Compounds Groundwater Analytical Results for Semi-Volatile Organic Compounds Groundwater Analytical Results for Metals List of Figures Site Plan with Boring Locations Appendices Soil Boring Logs Laboratory Analytical Reports P.W. Grosser Consulting, Inc ° P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 ° Bohemia, NY 117 ] 6 · Branch Location - Seattle, WA PH 631.589.6353 · FX 631.589.8705 · www.pwgrosser.com PWGC 1.0 INTRODUCTION P.W. Grosser Consulting, Inc. (PWGC) has prepared the following report on behalf of LK McLean Associates, PC (LKMA) to outline the results of the Phase II Environmental Site Assessment (ESA) performed at the former Town of Southold Scavenger Waste Plant. The work was conducted to identify and characterize potential contaminants within the surface/subsurface soils and groundwater prior to returning the site to the Village of Greenport. The investigative work was performed in accordance with the Phase II Investigation Work Plan, March 2007, prepared for the site. 2.0 SITE DESCRIPTION AND BACKGROUND The subject site is located on the west side of Moores Lane in the Village of Greenport, NY. It is understood that the site has been utilized by the Town of Southold as their scavenger waste plant for the past twenty years under a lease agreement with the Village of Greenport. The lease term is now expiring and the Town has performed a Phase II ESA in an effort to characterize soil and groundwater quality at the site prior to returning the site to the Village. The overall objective of the Phase II ESA is to evaluate the condition of the property to determine if soil and/or groundwater have been impacted by the scavenger waste plant operations. 3.0 SUB-SURFACE INVESTIGATION The Phase II ESA involved the performance of a detailed sub-surface investigation consisting of the collection, field screening and laboratory analysis of soil and groundwater samples in an attempt to identify and characterize contaminants at the site. The investigation focused on those areas of the site with the greatest potential to have received an impact from the past site operations. The soil and groundwater sampling was accomplished through the performance of eleven soil borings using a GeoprobeTM. The boring locations were biased toward areas of the site believed to be vulnerable to impacts from past site operations such as adjacent to existing underground storage tanks, chemical and/or waste storage areas, topographic depressions, former drying beds, etc. The chosen location for each boring was coordinated as a joint effort between PWGC and LKMA on behalf of the Town of Southold, and Nelson, Pope and Voorhis, LLC on behalf of the Village of Greenport. The locations of the eleven borings are illustrated on Figure 1. P.W. Grosser Consulting, Inc ° P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 ° Bohemia, NY 11716 ° Branch Location - Searle, WA PH 631.589.6353 ° FX 631.589.8705 ° www.pwgrosser.com PWGC 3. I Collection of Soil Samples On March 20, 2007 and March 21, 2007, soil borings were performed using a track mounted GeoprobeTM provided by Associated Environmental Services, Inc. of Hauppauge, New York. The GeoprobeTM uses direct push technology to drive core samplers to the desired depth for soil sample collection. This method can be performed quickly, so that in the event that refusal occurs, a new location can be accessed with minimal effort. As specified in the Work Plan, PWGC and their subcontractor followed GeoprobeTM operation and sampling procedures SOP No. 95-8500. At each of the eleven soil boring locations, soil samples were collected continuously from grade to the groundwater interface. Soil samples were characterized and screened in the field for the presence of volatile organic compounds using a photoionization detector (PID). Soils beneath the site were observed to consist of fine grained sands followed by a native clay layer. Groundwater was encountered at depths varying from three to fourteen feet below grade. This range was primarily due to the steep topographic elevation changes across the site. Soil borings logs for each of the soil borings are contained in Appendix A. No obvious visual evidence of contamination (i.e. staining), or elevated PID readings were recorded during the sampling program, therefore, in accordance with the Work Plan, the deepest soil sample above the groundwater table was retained and submitted for laboratory analysis from each boring, The eleven soil samples collected were submitted to American Analytical Laboratories, Inc. (AAL) of Farmingdale, New York, a New York State Department of Health (NYSDOH) ELAP certified laboratory (ELAP #11418). The soil samples wera analyzed for the following parameters: · Volatile organic compounds by EPA Method 8260, · Semi-volatile organic compounds by EPA Method 8270, · Inorganic Compounds (Target Analyte List metals) Analytical results for the eleven soil samples are summarized in Tables 1 through 3, Complete analytical repods are contained in Appendix B. P.W. Grosser Consulting, Inc ° P.W. Grosser Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 ' Bohemia, NY 11716 · Branch Location - Seattle, WA PH 631.589.6353 · FX 631.589.8705 · www.pwgrosser.com PWGC Slrolegk Enviro~menlo~ Engineering ~olgtions 3.1.1 Soil quality In order to evaluate the soil quality at the site, soil analytical results were compared to the NYSDEC's Recommended $oil Cleanup ObJectives (RSCOs) specified in the NYSDEC's Technical and Administrative Guidance Memorandum #4046 guidance document (TAGM). The TAGM was specifically designed to address soil clean-up goals at inactive hazardous waste sites, but is commonly utilized as a reference for soil quality to determine if additional investigation and/or remediation is warranted at non-inactive hazardous waste sites. As shown on Table 1, no volatile organic compounds were detected in the soil samples collected at concentrations exceeding the laboratory detection limits. As shown on Table 2, several semi-volatile organic compounds were repoded slightly above their respective RSCOs in one of the eleven samples analyzed. Specifically, 4-Chloraniline, benzo(a)anthracene, benzo(b)flouranthene, benzo(a)pyrene, benzo(k)fluoranthene, and chrysene were detected above the RSCOs in the sample collected from boring No. 10 located in one of the former drying beds. As shown on Table 3, several inorganic compounds were detected at elevated concentrations in one of the eleven samples analyzed. Cadmium, copper, mercury and zinc were detected above the NYSDEC RSCOs and Eastern USA Background levels in the sample collected from boring No. 10. In summary, several semi-volatile organic compounds and inorganic compounds were reported above their respective NYSDEC RSCOs in the soil sample collected from the drying bed at boring No. I0. These compounds could be associated with the past usage of the drying bed for scavenger waste and is likely indicative of soil quality conditions in the other drying beds at the site. Based upon the sampling performed, this is the only location at the site showing signs of impact. 3.2 Collection of Groundwater Samples Groundwater samples were also collected at each of the eleven soil boring locations. The purpose of the groundwater sampling was to characterize groundwater quality at specific locations at the site and to obtain a snapshot of site wide groundwater quality. Groundwater samples were collected approximately three feet below the water table at each location. A four-foot long screen point sampler was driven to the desired depth using a GeoprobeTM. At the desired depth, a piece of disposable polyethylene tubing with a stainless P.W. Orosser Consulting, Inc · P.W. Grosser Consulting Engineer & HydrogeologJst~ PC .~ 630 Johnson Avenue, Suite 7 · Bohemia, NY 11716 · Branc~ Location - Seattle, WA PH 631.589.6353 * FX 631.589.8705 · www.pwgrosser.corn PWGO J steel check valve was inserted through the probe rods into the water bearing zone. The tubing was then hand oscillated to obtain the sample. Prior to sampling, one to two gallons of water was purged in an effod to reduce sample turbidity. Groundwater samples were collected in accordance with GeoprobeTM operation and sampling procedures SOP No. 95-1500 as specified in the Work Plan. When possible, dedicated, disposable sampling equipment was utilized during the sampling. Non-disposable sampling equipment was cleaned using distilled water and Alconox detergent with a distilled water rinse between sample locations. 3.2.1 Groundwater Quality The groundwater samples collected were submitted to American Analytical Laboratories, Inc. (AAL) of Farmingdale, New York, a New York State Department of Health (NYSDOH) ELAP certified laboratory (ELAP #11418). The groundwater samples were analyzed for the following parameters: · Volatile organic compounds by EPA Method 8260, · Semi-volatile organic compounds by EPA Method 8270, · Inorganic Compounds (TAL metals) Analytical results for the eleven groundwater samples are summarized in Tables 4 through 6. Complete analytical reports are contained in Appendix B. In order to evaluate the groundwater quality at the site, the analytical results were compared to the NYSDEC's groundwater quality standards (NYSDEC Class GA Groundwater Quality Standards, Technical and Operational Guidance Series (TOGS) 1.1.1, ,~mbient Water Quality Standards and Guidance Values and Groundwater Effluent Limitations, NYSDEC, June 1998). As presented in Table 4, no VOCs were detected above NYSDEC groundwater quality standards in each of the eleven samples. As shown in Table 5, no SVOCs were detected above NYSDEC quality standards in each of the eleven samples. As shown on Table 6, several metals were detected above NYSDEC standards in the eleven samples collected. These include: arsenic, barium, cadmium, chromium, copper, iron, lead, magnesium, manganese, nickel, silver, sodium, thallium and zinc. The presence of these metals is typically P.W. Grosser Consulting, Inc · P.W. Grosser Consulting Engineer & Hydrogeo~ogist, PC 4 630 Johnson Avenue, Suite 7 · Bohemia, NY 11716 ° Branch Location - Seattle, WA PH 631.589.6353 · FX 631.589.8705 · www.pwgrosser.com PWOC $1rolegk Environmenlo~ Engineeri~ representative of suspended sediment in the samples and not indicative of dissolved metal concentrations in the groundwater. Due to the presence of clay at or near the water table interface, the groundwater samples were observed to be turbid. The inorganic metal concentrations are therefore likely a result of the metals bound to the soil particles which dissolved into groundwater when they came in contact with the acidic preservative in the sampling glassware. This is a common occurrence and is commonly misinterpreted as a groundwater contamination issue when, in reality, the metal compounds detected in the groundwater are the result of interference from soil/sediment particles in the sample and not representative of dissolved metal concentrations. Therefore, the metal concentrations detected in the groundwater samples are not believed to be indicative of a contaminant release. 4.0 Conclusions and Recommendations The results of the Phase II ESA suggest the following: · The soils beneath the site ara primarily made up of native sands in the uppermost region and a native clay layer, with groundwater occurring at depths ranging from three to fourteen feet below ground surface. · Soil quality samples collected from boring No. 10 contained semi-volatile organic compounds and inorganic compound (metal) concentrations that exceed the NYSDEC RSCOs. Soil samples from the other ten sampling locations were within NYSDEC RSCOs. · No semi-volatile organic compounds or volatile organic compounds wera detected in groundwater samples in excess of NYSDEC groundwater standards at the site. Several inorganic compounds (metals) were detected above groundwater standards in the samples; however it is likely that this is the rasult of sediment in the samples and not representative of dissolved concentrations and/or a contaminant release. Based on the results of the Phase II testing, PWGC recommends the following: · The upper one to two feet of soil/sediment in the drying bed characterized by boring No. 10 should be excavated from the site and properly disposed of at an appropriated facility in accordance with NYSDEC regulations. · Remaining drying beds at the site of similar construction to the western most drying bed should be characterized to determine if similar remedial action is warranted. P.W. Grosser Consulting, Inc · P.W, Grosset Consulting Engineer & Hydrogeologist, PC 630 Johnson Avenue, Suite 7 · Bohemia, NY 11716 ' Branch Location - Seattle, WA PH 631.589.6353 ° FX 631.589.8705 · www.pwgrosser.com TABLE 3 SOIL ANALYTICAL RESULTS FOR METALS Former Scavanger Weste Plant * Moores Lane - Greenpoinl, New York kluminum as A~ SB 33,000 2200 56800 15700 12000 1580 1900 1760 5460 1130 2530 11200 ~,nIimonyasSb SB NS 06?4 0581 U 0568 U 0592 I 0524 U 0512 U 0501 U 0532 U 0553 U 0647 U 0600 ~admlumasCd lorSB 01-~ 0378 0232 I 0414 0286 0210 [ 0205 U 0200 U 0337 0221 U 0240 ~opper as Cu 25 or SB 1 - 50 473 652 220 965 1 76 404 556 499 536 786 TABLE 5 GROUNDWATER ANALYTICAL RESIJ LTS FOR SEMi-VOLATiLE ORGANIC COMPOUNDS EPA METHOD 8270 TABLE 6 GROUNDWATER ANALYTICAL RESULTS FOR METALS Former Waste Scavanger Plant - Moores Lane - Greenpoint, New York 3ari,m as Ga 1 'LO3 0.739 ~.20 ~.50 %92 ~,0~ 0575 0.05 1.82 =admium as Cd 000S 00100 U 00100 U 0.0100 U 00100 U 00100 U 00114 00~00 U 00100 U 00i00 ~hrom~um as Cr 0 05 i.08 0,398 ~,852 t,57 ~.66 ~.9~ 0.395 ~op~r as C~ 02 ~.978 ~276 ~.3~ 0,826 0.739 0.635 0,~9 0.~ 3~7 0.768 con as Fe 05 3t~ t37 1~ 35~ ~1 t500 ~89 973 _ead as Pb 0025 : ~.28~ ~*~36 0.2~ 0.~ ~,~0 0.478 0.187 ~a~nesium as M~ 35 39,2 276 49.0 7~.2 5~.8 ~.~ 37.2 234 ~.7 ~an~anese as Mn 03 10.5 4,08; ;;; ~,50 5.2~ t8,~ ~.7 5~8 8.20 ~ercu~ as H9 00007 3000200 U 0000200 U 0,000200 U 0 000200 U 0 000270 0000200 U 0 000200 U 0000200 U 0000200 ~ickel as N~ 0 1 0.72g 0.602 .297 0.4~9 ~,~2 0.7~ ~373 0,27~ 0,69~ 1,1 0.6~ S~ium es Ha 20 16.9 10 0 21.3 26.9 36~ 23.~ ~,1 15 7 39,4 - NYSDEC Ambient Water Quality Standards and Guidance Values 6/1998 ND Non-detect Guidance Value - Indicates that the compound was detected in the method blank Analyte not detected NS - No Standard FIGURES · PARCEL 2 LEGEND GROUNDWATER & SOIL SAMPLING LOCATION MOOF GREEh APPENDIX A SOIL BORING LOGS ..... B0r!~g # No. i MW# Page 1 of P.W. GROSSER PROJECT~ Moores Lane- Greenport, New York CONSULTING, INC. JOB # LKM 0701 DRILLING CONTRACTOR: Associated Environmental DRILL-METHOD: Geoprobe DRILLER: Timm and John Borehole diameter/drill bit type: total depth Macrocore (2" diameter) elevation HAMMER WT: DROP: NA ~.~ No. 1 ~*I:,~R~-'TIME: 13:40 DATE: 3/20/07 Approximate borehole locations at site COMPLETION TIME: 14:10 DATE: 3/20/07 B,~C~FiLL TIME: 14:12 DATE: 3i20/07 Sample Advance Recovered Soil Description Notes Casing depth: Depth (fi) (ft) Unified So!l C_lass!fication System Screen depth: 0-2.5': 2' Moist, medium grained dark brown silts· 0.5' Moist, dark brown clay· 0-5' 5' 5' '2.5-5': 0·5' Moist, dar brown clay· 2, Moist, light brown clay· 11 15' NA PIn -> 0-2.5': 0.0 ppm. 2.5-5': 0.0 ppm. 5-10' 5' 4' 10-15' 5' 5' 5-7.5': 0.5' Wet, brown clay. 0.5' Moist, medium grained reddish-brown sand. 1' Crushed concrete. 7.5-10': Dry, medium-fine grained reddish- brown sand. PID -> 5-7.5': 0.0 ppm. 7.5-10': 0.0 ppm. 10-12.5': Wet, medium-fine grained reddish- brown sand with quadz stones. , , PD > 10125- "00 ppm. 12.5-15': 0.0 ppm. 12.5-5:2 Wet, medium-fine grained reddish- ' ' ' brown sand with quartz stones. 0.5' Moist, , brown clay. Groundwater interface located at 13'. Soil sample collected fro 10-12.5' at 14:04. GW sample collected from 13-17' at 14:10. .~ Boring# No. 2 MW# Page 2 of 11 P.W. GROSSER PROJE~;Ti M(~ores Lane- Greenport, New York CONSULTING, INC. ~ ~ 'JOB # LKM 0701 ~. J .~. LOGGED BY: DE PRJ. MNGR.: AL ~ ~ ~ ~ DRILLING CONT~CTOR: Associated Environmental ~ ~ ~ / ~ .~ DRILL METHOD: Oeoprobe ~ ~ ~ ~ ~ ~ DRILLER: Timm and John ~ ~ . ~ ~ ~ Borehole diameter/drill bit ~pe: total depth Oe~ ~AMMER ~ DROP NA ~o. 2 STARI TIM[: ~2:50 DATfi: 3120107 Approximato gomhole locations at site C0-~liO~ lIMfi: ~3:20 BACKFlCC ~lM[: ~3:2~ ~Alfi: ~20107 Samplo Advanco ~ecovored Soil Doscdption ~otos G~ffmO ~opth: Depth (~) (~) Unified Soil Classi~cation System Screen dopth: 0-2.5' Moist, modium orainod roddish-brown sand with qua~. 0-5' 5' 5' PID -> ~-2.5': 0.0 ~m. 2.5-5': 0.0 2.5-5': Moist, modium ~rainod roddish-brown sand with qua~. 10' NA 5-10' 5' 3.5' 5-7.5': Wet, medium-fine grained reddish- brown sand with quartz stqqe. 7.5-10': 1' Wet, gray clay. 1' Wet, brown clay. PID - 5-7.5.0.0 ppm. 7.5-10': 0.0 ppm. 0.5' Moist. medium grained light brown sand with quartz. Soil sample collected from 7.5-10' at 13:15. Groundwater interface at 9'. GW sample collected from 10-14' at 13:20. P.W. GROSSER CONSULTING, INC. Bpring # No. 3 MW# Page 3 of PROJECT: Moores Lane - Greenport, New York LOGGED BY: DE PRJ. MNGR.: AL D~ILLING CONTRACTOR: Associated Environmental DRILL METHOD: Geoprobe DRILLER: Timm and John Boreh°le diameter/drill bit type: total depth Macrocore (2" diameter) elevation DROP: NA HAMMER WT: START TIME: 12:17 COMPLETION TIME: 12:55 Approximate borehole locations at site ._ _ BACKFILL TIME: 12:56 Sample Advance Recovered Soil Description Notes Depth (fi) (ft) . Unified Soil Classification System 'DATEi 3/20/07 ' DATEi 3/20/07 DATE: 3)2~i~7 'C~sin~ d~pth: Screen depth: 0-5' 5' 5' 0-2.5': 2.5' Moist, dark brown silts. 2.5-5': 2.5' Moist, medium grained light brown sand. 11 PID -> 0-2.5': 0.0 ppm. 2.5-5': 0.0 ppm. t0' NA 5-10' 51 5' 5-7.5': Moist, brown clay. 7.5-10': 2' Moist, brown clay. 0.5' wetl fine ,grain~ed brown sand. Groundwater interface at 8' PID -> 5-7.5': 0.0 ppm. 7.5-10': 0.0 ppm. 'S°il sampie collected from 5-7.5' at 12:49. 'GW sample collected from 8-12' at 12:55. P.W. GROSSER CONSULTING, INC. Approximate borehole locations at site Sample Advance Recovered 'Depth (fi) (ft) 0-5' 5' 5' .... Borir~g ~ No. 4 MW# Page 4 of PROJECT: Moores Lane - Greenport, New York JOB# LKM 0701 LOGGED BY: DE PRJ. MNGR.: AL DRILLING CONTRACTOR: Associated Environmental DRILL METHOD: Geoprobe DRILLER: Timm and John Borehole diameter/drill bit type: Macrocore (2" diameter) HAMMER WT: START TIME: 11:39 COMPLETION TIME: 12:10 BACKFILL TIME: 12:12 Soil Description Unified Soil Classification System total depth 0-2.5': 1' Moist, dark brown silts. 1.5' Moist. medium grained light brown sand with quartz. 2.5-5': 2.5' Moist. medium grained light brown sand with quartz. elevation DROP: NA DATE: 31~0107 D^IE: 3120107 DATE: 3/20/07 Notes Casing de~ pt_h: Screen depth: 11 NA PID - 0-2.5.0.0 ppm. 2.5-5.0.0 ppm. 5-10' 5' 4' 10-15' 5' 5' 5-7.5': Moist. medium-fine grained reddish- brown sand. 7.5-10': 1.5' Moist, medium-fine grained reddish-brown sand. 0.5' Moist, medium-fine grained gray sand. 0.5' Dry, medium grained light brown sand with quartz. PID -> 5-7.5': 0.0 ppm. 7.5-10': 0.t ppm. 10-12.5': 0.5' Moist, gray clay. 2' Wet, medium grained light brown sand with quartz. PID -> 10-12.5': 0.0 ppm. 12.5-15': 0.0 ppm. 12.5-15': 2.5' Wet. medium grained light brown sand with quartz. Groundwater interface at 12'. Soil sample collected from 10-12.5' at 12:02. GW sample collected from 12-16' at 12:10. P.W. GROSSER CONSULTING, INC. Approximate borehole locations at site Boring # No. 5 MW# 0-5' 5' 5' Page ~ of PROJECT: Moores Lane - Greenport. New York JOB # LKM 9701 LOGGED BY: DE PRJ. MNGR AL DRILLING CONTRACTOR: Associated Environmental DRILL METF OD: Geoprobe DRILLER: Timm and John Borehole diameter/drill bit type: Macrocore (2" diameter) HAMMER WT: ST,~RT mlUEi'10:20 COMPLETION TIME: 11:00 BACKFILL TIME: 11:10 Sample Advance Recovered Soil Description Notes Depth (fi) (fi) Unified Soil Clas$ificati?n System 0-2.5': 2' Moist, medium grained dark brown silts. 0.5' Moist, mediumgrained light brown sand with quartz. 2.5-5': 1.5' Moist. medium grained light brown sand with quartz. 1' Moist. dark brown clay. total depth elevation DROP: N,~ DATE: 3/20/07 DATE: 3~20~07 DATE: 3~20~07 Casing depth: Screen depth: 11 15' NA PID -> 0-2.5': 0.0 ppm. 2.5-5': 0.0 ppm. 5-10' 5' 5' 10-15' 5' 5' '5-7,5': Moist, fine grained brown sand with quartz. 7.5-10': 0.5' Moist, fine grained brown sand with quartz. 1' Moist. brown clay. 1' Dry, fine grained light brown sand. 10-12.5': 0.5' Moist. brown clay. 2' Wet, medium grained light brown sand with quartz. 12.5-15': 1.5' Wet. medium grained light brown sand with quartz. 1' Moist. brown clay. PID -> 5-7.5': 0.0 ppm. 7.5-10': 0.0 ppm. PID -> 10-12.5': 0.0 ppm. 12.5-15': 0.0 ppm. Groundwater interface located at 12'. Soil sample collected from 10-12.5' at 10:53. GW sample collected from 12-16' at 11:00. ........ .... Bodng # 6 MW# P.W. GROSSER CONSULTING, INC. Approximate borehole locations at site Sample Advance Recovered Depth (ft) (ft) 0-5' 5' 5' Page ~ of PROJECT: Moores Lane - Greenport, New York JOB # LKM 0701 LOGGED BY: DE PRJ. MNGR.: AL DRILLING CONTRACTOR: Associated Environmental iDR!LL METHOD: Geoprobe DRILLER: Timm and John Borehole diameter/drill bit type: Macrocore (2" diameter) HAMMERWT: START TIME: 14:20 coMPLE~I(~TIME: 14:50 BACKFILL TIME: 14:55 Soil Description Notes Unified Soil Classification System 0-2.5': Moist. medium grained light brown sand with quartz pieces. 2.5-5': Moist. medium grained light brown sand with quartz pieces. total deDth elevation DROP: NA DATE: 3/20/07 DATE: 3/20/07 DATE: 3/20/07 Casing d~p_th: Screen depth: 15' 11 PID - 0-2.5.0.0 ppm. 2.5-5.0.0 ppm. NA 5-10 5' 2' 5-10': Moist. medium-fine grained light brown sand. PID- 5-10.0.0 ppm. 10-15' 5' 5' 10-12.5': Moist. medium-fine grained brown sand, 12,5-15': Wet. medium grained reddish-brown sand. Groundwater interface located at 13'. PID - 10-12.5.0.0 ppm. 12.5-15': 0.0 ppm. Soil sample collected from 10-12.5' at 14:42. GW sample collected from 13-17' at 14:50 P.W. GROSSER CONSULTING, INC. Approximate borehole locations at site Sample Advance Recovered Depth (ft) (ft) 0-5' 5' 5' Bodng # No.'7 IMw# Page 7 of PROJECT: Moores Lane - Greenaort. New York JOB # LKM 0701 LOGGED BY: DE PRJ. MNGR.: AL DRILLING CONTRACTOR: Associated Environmental DRILL METHOD: Geopmbe DRILLER: John Borehole diameter/drill bit type: Macrocore (2" diameter) HAMME~ ~;i:: START-Ti~'~:: 12:45 COMPLETION TIME: 13:57 E~ACKFILL TIME: 13:58 Soil Description Notes Unified Soil Classif. icationSY~te._m Screen depth: 0-2.5': 1' Moist, medium grained dark brown silts. 1.5' Moist. medium-fine grained light elevation DROP: NA DATE: 3/21/07 DATE: 3/21/07 DATE: 3/21/07 Casing dep[h: 11 20' NA brown sand with quartz, 2.5-5': 2.5' Moist, medium-fine grained light brown sand with quartz, PID - 0-2.5.0.0 ppm. 2.5-5.0.0 ppm. 5-10' 5' 3' 5-7.5': Moist. medium-fine grained reddish- brown san(~ 7.5-10': Moist, medium-fine grained reddish- brown sand with concrete and red brick debris. PID -> 5-7.5': 0.0 ppm. 7.5-10': 0.0 ppm. 10-15' 5' 4' 5-20' 10-12.5': Moist, medium-fine grained reddish- brown sand with crushed quartz. 12.5-15': 2' Moist. medium-fine grained reddish-brown sand with crushed quartz. 0.5' Wet, medium grained reddish-brown sano with quartz_. 15-17.5': Wet. medium-fine grained reddish- orown sand with quartz. 17.5-20': 0.5' Wet, medium-fine grained reddish-brown sand with quartz. 2' Moist. brown clay. Groundwater interface located at 14' PID- 10-12.5. 0.0 ppm. 12.5-15': 0.0 ppm. PID - 15-17.5.0.0 ppm. 17.5-20': 0.0 ppm. Soil sample collected from 12.5-15' at 13:35. GW sample collected from 14-18' at 13:57. P.W. GROSSER C~NSULTING,~ ~~o(~. 81 Approximate borehole locations at site Sample Advance Recovered Depth (fi) (fi) 0-5' 5' 5' Bodng # No. 8 }~/W# Page 8 of 11 i PROJECT: Moores Lane - Greenport, New York "JOB;M 0701 ' LOGGED BY: IDE PRJ. MNGR.: AL DRILLING CONTRACTOR: Associated Environmental DRILL METHOD: Ge0probe DRILLER: Timm and John B°reh01e diameter/drill bit type: total depth 20' -- Macrocore (2 diameter) elevation NA HAMMER WT: ~START TIME: 09:00 COMPLETION TIME: 10:07 LBACKFILL TIME: 10:08 Soil Description Notes Unified Soil Classification System 0-2.5': Moist, medium grained silts with grass and roots. DROP: NA DATE: 3/20/07 DATEi 3i~0/07 DATE: 3/20/07 'casing d~pth; Screen depth: PID -> 0-2.5': 0.0 ppm. 2.5-5': 0.0 ppm. '2.5-5': Moist, medium-fine grained light brown sand with quartz rocks. 5-10' 5' 5' '5-7.5': 0.5~ Dry, medium-fine grained light ibrown sand with quartz rocks. 2' Moist, dark brown clay. ~.5-'~-0':-1' Moist, gray clay. 015; MeiStl brown PID -> 5-7,5': 0.0 ppm. 7.5-10': 0.0 ppm. clay. 1' Dry, medium-fine grained reddish brown sand with (]uadz stones. 10-15' 51 51 15-20' 5' 5' 10-1215': 1; Dryl m~diun~-:fin~ g~:ained dark : brown sand. 1.5' Moist, medium grained reddish-brown sand with qpa~tz rocks. ,1215-15'i 1.5' Moistl rne~lium grained reddish-~ PID brown sand with quartz rocks, 1' Moist, brown clay. 15-17.5': Moist, brown clay. 17,5-20': Moist, brown clay. Groundwater interface located at 12'. -> 10-12.5': 0.0 ppm. 12.5-15': 0.0 ppm. PID -> 15-17.5': 0.0 ppm. 17.5-20': 0.0 ppm. Soil sample collected from 10-12.5' at i0:03. GW sample collected from 13-15' at 10:07. P.W. GROSSER CONSULTING. INC. ',~ Approximate borehole locations at site Sample Advance Recovered Depth (ft) (ft) 0-5' 5' 5' Boring # No. 9 MW# Page 9 of PROJECT: Moores Lane - Greenport New York JOB # LKM 0701 LOGGED BY: DE PRJ. MNGR.: AL DRILLING CONTRACTOR: Associated Environmental DRILL METHOD: Geoprobe DRILLER: John Borehole diameter/drill bit type: Macrocore (2" diameter) 0 HAMMER WT: START TIME: 08:15 COMPLETION TIME: 10:16 BACKFILL TIME: 10:20 Soil Description Notes Unified Soil Classification System 0-2.5': 1' Moist. medium grained dark brown silts. 1.5' Wet, medium-fine grained light total depth elevalion DROP: NA DATE: 3/21/07 DATE: 3/21-/07 DATE: 3/2'~/07 Casing depth: Screen depth: 11 10' NA brown sand with quartz stones. 2.5-5': Wet. medium-fine grained light brown sand with quartz stones. PID -> 0-2.5': 0.0 ppm. 2.5-5': 0.0 ppm. 5-10' 5' 5' 5-7.5': 1' Wet. brown clay. 1.5' Moist. brown clay. 7.5-10': 2.5' Moist brown clay. Groundwater interface located at 4'. PID -> 5-7.5': 0.0 ppm. 7.5-10': 0.0 ppm. Soil sample collected from 2.5-5' at 09:25. GW sample collected from 4-8' at 10:16. P.W. GROSSER CONSULTING, INC. No. 10 Approximate borehole locations at site Sample Advance Recovered Depth (ft) (ft) B0dng# No. 10 iIViW# Page 10 of PROJECT: Moores Lane - Greenport, New York o .~ 'LOGGED BY: DE PRJ. MNGR.: ,AL DRILLING CONT~CTOR: Associated Environmental DRILL METHOD: Gegprobo DRILLER: John B~reh°le diameter/drill bit ~pe: total depth Macrocore {2" diameter) elevation HAMMER WT: DROP: NA BAfi~i~ TIME: Soil Description Unified Soil Classification System Screen depth: ;DATE: 3/20/07 DATE: 3/20/07 DATE: 3/20/07 Notes Casing depth: 11 10' NA 0-5' 5' 2' 0-5': Moist, medium grained dark brown silts. PID -> 0-5': 0.8 ppm. 5-10' 5'7.5': 0.5' Wet, fine grained brown and. 2' Moist, brrown clay. 7.5-10': 2.5' Moist, brown clay. PID - 5-7.5.0.0 ppm. 7.5-10': 0.0 ppm. S0il sample collected f~'°m 2.5-5' at 10:55. GW sample collected from 1-3' at 12:17. P.W. GROSSER CONSULTING INC. Approximate borehole locations at site Sample Advance Recovered Depth (fi) (ft) 0-5' 5' 5' - - 'Boring# No. ll MW# Page 11 of PROJECT: Moores Lane - Greenport. New York JOB # LKM 0701 LOGGED BY: DE PRJ. MNGR.: AL DRILLING CONTRACTOR: Associated Environmental DRILL METHOD: Geoprobe DRILLER: John Borehole diameter/drill bit type: Macrocore (2" diameter) HAMMER WT: START TIME: 14:12 ,COMPLETION TIME: 15:29 BACKFILL TIME: 15:30 Soil Description Notes Unified Soil Classification System 0-2.5': 1' Moist. medium grained dark brown silts. 1.5' Moist, medium-fine grained reddish- brown sand. 2.5-5': 2.5' Moist, medium-fine grained reddish-brown sand. total deD[n elevation DROP: NA DATE: 3/21/07 DATE: 3/2'~/0~ DATE: 3/21/07 Casing depth: Screen depth: 11 t5' NA PID - 0-2.5.0.0 ppm. 2.5-5': 0.0 ppm. 5-10' 5' 4' 5-7.5': 0.5' Moist medium-fine grained brown sand. 1.5' Moist, light brown clay. 7.5-10': Wet, medium grained reddish-brown sand with quartz, PID -> 5-7.5': 0.0 ppm. 7.5-10': 0.0 ppm. 10-15' 5' 5' 10-12.5': 1' Wet, medium grained reddish- brown sand with quartz. 1.5' Moist, brown clay. 12.5-15': Moist. brown clay. PID -> 10-12.5': 0.0 ppm. 12.5-15': 0.0 ppm. Groundwater interface located at 8'. Soil sample collected from 5-7.5' at 15:15 GW sample collected from 8-11' at 15:29. APPENDIX B ANALYTICAL DATA - &MERIC&N L&BOR&TORIES NYSDOH NJDEP CTDOH PADEP 11418 NYCkS0 PH-0205 68-00573 Wednesday, March 28, 2007 Frank Castellano P.W. Grosser Consulting 630 Jolmson Avenue Suite 7 Bohemia, NY 11716 TEL: (631) 589-6353 FAX (631) 589-8705 RE: Moores Lane Greenport, N.Y. Dear Frank Castellano: Order No.: 0703166 American Analytical Laboratories, LLC. received 14 sample(s) on 3/21/2007 for the analyses presented in the following report. Samples were analyzed in accordance with the test procedures documented on the chain of custody and detailed throughout the text of this report. The limits provided in the data package are analytical reporting limits and not Federal or Local mandated values to which the sample results should be compared. There were no problems with the analyses and all data for associated QC met laboratory specifications. If there are any exceptions a Case Narrative is provided in the report. If you have any questions regarding these tests results, please do not hesitate to call (631) 454-6100 or email me directly at lbeyer@american-analytical.com. Sincerely, or, Lab Director 56 TOLEDO STREET * FARMINGDALE, NEW YORK 11735 (631) 454-6100 · FAX: (631) 454-8027 American Analytical Laboratories, LLC. Dale: 28-Mat~OZ CLIENT: P.W. Grosset Consulting Project: Moores Lane Greenport, N.Y. Work Order Sample Summary Lab Order: 0703166 Lab Sample ID 0703166-01A 0703166-02A 0703166-03A 0703166~04A 0703166-05A 0703166-06A 0703166-07A 0703166-08A 0703166-09A 0703166-10A 0703166-11A 0703166-12A 0703166-13A 0703166-14A Client Sample ID No. 8 [10-12.5'] No.5 [10-12.5'] No. 4 [10~12.5'] No. 3 [5-7.5'] No. 2 [7.5-10'] No. 1 [10-12.5'] No. 6 [~0-12.5'] No. 8 [GW] No. 5 [GW] No. 4 [GW] No. 3 [GW] No. 2 [GW] No. I [GW] No. 6 [GW] Tag Number Date Collected Date Received 3/20/2007 10:03:00 AM 3/21/2007 3/20/2007 10:53:00 AM 3/21/2007 3/20/2007 12:02:00 PM 3/21~007 3/20/2007 12:49:00 PM 3/21/2007 3/20/2007 1:15:00 PM 3/21/2007 3/20/2007 2:14:00 PM 3/21/2007 3/20/2007 2:40:00 PM 3/21/9_007 3/20/2007 10:07:00 AM 3/21/2007 3/20/2007 1 I:00:00 AM 3/21/2007 3/20/2007 12:10:00 PM 3/21/2007 3/20/2007 12:55:00 PM 3/21/2007 3/20/2007 1:20:00 PM 3/21/2007 3/20/2007 2:10:00 PM 3/21/9-007 3/20/2007 2:50:00 PM 3/21/2007 Page Iofl N¥$DO~ 11,41~ ~&MERIC&N ~ 56 TOLEDO STREET · FARMINGDALE, NEW YORK 11735 CTDOH PH-0205 ~EL&BOR&TORIES (631) 454-6100 · FAX (631) 454-8027 TAG # ! COC NJDEP NY050 PADEP 68-573 CHAIN OF CUSTODY / REQUEST FOR ANALYSIS DOCUMENT CLIENT NAME/ADDRESS '~,~/.~ CONTACT: ~'¢'.~,1~ ~-~t~,l~o SAMPLER(SIGNATURE) SAMPLE(S) ~"ORATOR, 'CON- SAMPLING ID ~ MATRIX TAINERS DAT~ SAMPLE ~ - LOCATION TIME COOLER TEMPE~TURE: MATRIX s=sorL; L=UQUID; SL=SLUDGE; A-AIR; W=WI~E; P=PAINT CHIPS; B=BULK MATERIAL TURNAROUND REQUIRED: COMMENTS / INSTRUCTIONS ~PE G=GRAB; C=COMPOSITE, SS=SPLIT SPOON NORMAL~ STAT O BY RELINQUISH"~ BY (SIGNATURE) DAT~/~0 PRINTED NAME REC~~GNATURE) DATE PRINTED NAME ~' TIME , ~. TIME RELINQUISHE~Y (SIGNATURE) DA~ PRINTED NAME REC NATURE) DATE PRINTED NAME TIME TIME WHITE-OFFICE 1 CANARY-LAB / PINK-SAMPLE CUSTODIAN / GOLDENROD-CLIENT ~1~ E &MERIC&N 56 TOLEDO STREET * FARMINGDALE, NEW YORK 11735 CTDOH PH-0205 S (631) 454-6100 · FAX (631} 454-8027 'rAG # ! COG NJDEP NY050 PADEP 68-573 CHAIN OF CUSTODY / REQUEST FOR ANALYSIS DOCUMENT i SAMPLER (SIGN 'rURE) CLIENT NAME/ADDRESS ['~.~ (~ - *~ SEALED YES / NO PROJECT LOCATION: ~ ~ ~BO~TORY MATRIX ~ CON- DATE/ SAMPLE ~ - LOCATION ~TILE VIAL ID ~ FAINERS TIME COOLER TEMPERATURE: MATRIX 8=801L; L=LIQUID; 8L=SLU~E; A-AIR; W=WIPE; P=PAINT CHIPS; B=BULK MATERIAL TURNAROUND REQUIRED: COMMENTS / INSTRUCTIONS ~PE G=G~B; C=COMPOSITE, SS=SPLIT SPOON NORMA~ STAT ~ BY / / RELINQUISHED BY (SlGNGTURE) DAT~ ~ PRINTED NAME RECEIVED BY ~B (816NATURE) DATE PRINTED NAME RELINQUISHED BY {SIGNATURE) DATE PRINTED NAME RECEIVED BYOB (SIGNATURE~ DATE PRINTED NAME~ TIDE TIME WHITE-OFFICE / CANARY-LAB / PINK-SAMPLE CUSTODIAN / GOLDENROD-CLIENT American Analytical Laboratories, LLC. Date: 28-ivlar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 8 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 10:03:00 AM Lab ID: 0703166-01A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed MERCURY Memupg PERCENT MOISTURE Percent Moisture TARGET ANALYTE LIST METALS Aluminum Antimony Amenic Badum Beryllium Cadmium Calcium Chromium Cobalt Copper ]ran Lead Magnesium Manganese Nickel Potassium Selenium Silver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Trichlorobenzeee 1,2-Dichlombenzene 1,3-Dichlorobenzece 1,4-Dichlorobenzece 2,4,5-Trichlo rophenol 2,4,6-Trichlorophe nol 2,4-Dichlomghenol 2,4-Dimethylphenol 2,4-Dinitmphenol 2,4-Dinltrotoluene 2,6-Dinilrotoluene SW747'1B SW7471 B U 0.00954 mg,rKg-dry 1 D2216 6.38 0 wt% 1 SW6010B SW30S0A 5460 0.426 rog/Kg-dry 1 U 0.532 mglKgq:lry 1 1.58 0.532 mglKg-d~ 1 18,9 0.426 mg/Kg~ry 1 U 0.425 mg/Kg~ry 1 0.337 0.213 mg/Kgq:lry 266 0.532 mglKg-dry I 12.3 0.426 mg/Kg-dry I 2.38 0.426 mg/Kg~ry 1 4.99 0.426 mglKg-d~ 1 4080 0.426 mglKg-dry 12.9 0.319 rog/Kg-dry 1 810 0,426 rog/Kg-dry 1 87.1 0.428 mglKg-dry 1 4.64 0.426 rog/Kg-dry 1 634 2.13 mglKg-dry 1 U 0,532 mg/Kg-dry 1 U 0.426 mg/Kg.dry 1 133 1.28 mg/Kg-dry 1 U 0.426 mg/Kg-dry 1 11.7 0.426 rog/Kg-dry 1 18.2 0.426 mg/Kg~ry 1 SW8270D SW3550A U 130 IJg/Kg-dry 1 U 130 Hg/Kg-dry 1 U 130 pg/Kg.-dry 1 U 130 pg/Kg-dry 1 U 130 IJg/Kg-d~ 1 U 130 pg/Kg,-dry 1 U 130 ~glKg-dry 1 U 130 pg/Kg-dry 1 U 130 pg/Kg-dry 1 U 139 pglKg-dry 1 U 130 I~g/Kg-dry 1 Analyst: WN 3/23/2007 1:20:45 PM Analyst: CM 3/22/2007 Analyst: JP 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/2312007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 312312007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM 3~23~2007 1:40:25 PM 3/23/2007 1:40:25 PM 3/23/2007 1:40:25 PM Analyst: PT 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 312312007 5:02:00 PM 3/23/2007 5:02:00 PM 3/2312007 5:02:00 PM 3/2312007 5:02:00 PM 3/23/2007 5:02:00 PM 3/2312007 5:02:00 PM B A.qalylc detected in tim ~ssociated Method Blank H Holding limes Iht preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates thc compound was analyzed for but not detecto E Value above quantilation range J Analyte dctcctcd bclow quantitation limits S Spike Recovery outside accepted recover' limits X Value exceeds Maximum Contaminant Level Page I ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 8 [10-12.5'] La b Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 10:03:00 AM Lab ID: 0703166-01A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82700 SW3550A Analyst: PT 2-Chloronaphthalene U 130 p§/Kg-dry 1 3/23/2007 5:02:00 PM 2-Chlorophenol U 130 pglKg-dl,J 1 312312007 5;02:00 PM 2-Methylnaphthalene U 130 pglKg-elry 1 3/23/2007 5:02:00 PM 2-Methylphenol U 130 pg/Kg~y 1 3/2312007 5:02:00 PM 2-Nitroaniline U 130 pg/Kg~ry 1 3/23/2007 5:02:00 PM 2-Nitmphenol U 130 p§/Kg.-dry 1 3/23/2007 5:02:00 PM 3.3'-Dichlorobenzidine U 130 pg/Kg..dry 1 3/23/2007 5:02:00 PM 3+4-Methylphenol U 130 pg/Kg~g/ 1 3/23/2007 5:02:00 PM 3-Nitroaniline U 130 pglKgq:l~y I 3/23/2007 5:02:00 PM 4,6-Dinitro-2-methylphenol U 130 t~g/Kg-dry I 3/23/2007 5;02:00 PM 4-Bromophenyl phenyl ether U 130 pglKg-d*y I 3/23/2007 5:02:00 PM 4-Chloro-3-methylphenol U 130 IJglKg-dry I 3/23/2007 5:02:00 PM 4-Chloroaniline U 130 pg/Kg-dry 1 3/23/2007 5:02:00 PM 4-Chlorophenyl phenyl ether U 130 IJg/Kg-dry 1 3/23/2007 5:02:00 PM 4-Nitroani[lne U 130 I~g/Kg-dry 1 3/23/2007 5:02:00 PM 4-Nitrophenol U 160 ~Jg/Kg-dry I 3/23/2007 5:02:00 PM Acenaphthene U 130 pg/~g-dry 1 3/23/2007 5:02:00 PM Acenaphthylene U 130 IJglKg-dry 1 3/23/2007 5:02:00 PM Aniline U 130 IJg/Kg-dry 1 3/23/2007 5:02:00 PM Anthracene U 130 pg/Kg-dry 1 3/23/2007 5:02:00 PM Azobenzene U 130 pg/Kg.dPJ I 3/2312007 5:02:00 PM Benzidine U 130 pg/Kg-dry I 3/23/2007 5:02:00 PM Benzo(a)anthracene U 130 pg/Kg-dry 1 3/23/2007 5:02:00 PM Benzo(a)pyrene U 130 pgtKg-d~ 1 3/23/2007 5:02:00 PM Benzo(b)fluoranthene U 130 pglKg-dry I 3/23/2007 5:02:00 PM Benzo(g,h.i)pelylene U 130 p§/Kg-dry I 3/23/2007 5:02:130 PM Benzo(k)fluoranther~e U 130 pg/Kg-dPJ 1 3/23/2007 5:02:00 PM Benzoic acid U 130 Ilg/Kg-d~J I 3/23/2007 5:02:00 PM Benzyl alcohol U 130 pg/Kg-dry 1 3/23/2007 5:02:00 PM Bis(2-chlorcethoxy)methane U 130 IJg/Kg~y 1 3/23/2007 5:02:00 PM Bis(2-chloroethyl)ether U 130 pg/Kg-dp/ I 3/23/2007 5:02:00 PM Bis(2-chloroisopropyl)ether U 130 I~g/Kg-d~y t 3/23/2007 5:02:00 PM Bis(2-ethylhexyl)phthalate U 130 pg/Kg-dry 1 3/23/2007 5:02:00 PM Butyl benzyl phthalate U 130 IJg/Kg-d~/ 1 3/23/2007 5:02:00 PM Carbazore U 130 pg/Kg~lry 1 3/23/2007 5:02:00 PM ChPJsene U 130 pg/Kg-dry 1 3/23/2007 5:02:00 PM Dibenzo(a,h)anthracene U 130 pg/Kg-d~y I 3/23/2007 5:02:00 PM Dibenzofuran U 130 pg/Kg-d~y 1 3/23/2007 5:02:00 PM Diethyl phthalate U 130 pg/Kg~Pj 1 3/23/2007 5:02:00 PM Qualifiers: B Analyte detected in Lh¢ associated Method Blank H HoIding times for preparation or analysis exceeded ND Not Detected at the Reporting Limil U lndleates the compound was analyzed for but not detecte E Value above quantitation range J Analyte dctcc(cd below quantitation limiLs S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 2 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. GrosserConsult~g 0703166 Moores Lane Greenpo~, N.Y. 0703166-01A Client Sample ID: No. 8 [10-12.5'] Tag Number: Collection Date: 3/20/2007 10:03:00 AM Matrix: SOIL Analyses Result SEMIVOLATILE SW-846 METHOD 8270 Dimethyl phthalate U DJ-n-butyl phthalate U Di-n-octyl phthalate U Fluoranthene U Fluorene U Hexachlorobenzene U Hexachlombutadiene U Hexachlorocyclopentadien e U Hexachloroethane U Indeno(1,2,3-c,d)pyrene U Isophorone U Naphthalene U Nitmbenzene U N-Nitmsodimet hylamine U N-Nitrosodi-n-propylamine U N-Nitrosodip he nylamin e U Pentachlorophenol U Phenanthrene U Phenol U Pyrene U Pyridine U Sum 2,4,6-Tribromophenol 62.2 Sum 2-Fluorobiphenyi 82.4 Sum 2-Fluorophenoi 90.5 Sum 4-Terphenyl~14 59.5 Surf: Nitrobenzene-d5 54.9 Sum Phenot-d6 56.5 VOLATILE SW-846 METHOD 8260 1,1,1,2-Tetrachloroethane U 1,1,1-Tdchloroethane U 1,1,2,2-Tet rach]oroeth a ne U 1,1,2-Trichloro-1,2,2-trifluoroethane U 1,1,2-Trichlomethane U 1,1-Dichloroethane U 1,1-Dichloroethene U 1,1 .Dichloropropene U 1,2,3.Trichlorobenzene U 1,2,3-Trichloro propane U 1,2,4,5-Tetramethylbenzene U Limit Qual Units DF Date Analyzed SW8270D SW3550A 130 ~Jg/Kg-dry 130 IJg/Kg-dry 130 pg/Kg~ry 130 pg/Kg-dry 130 gg/Kg-dry 130 pg/Kg~dry 130 ~lglKg-dry 160 pglKg-dry 130 pg/Kg-dry 130 pg/Kg-dry p§/Kg~dry pg/Kg-dry pglKg-dry IJg/Kg-dry IJglKg-dry pglKg-dry IJg/Kg-dry IJg/Kg-dry IJg/Kg--dry Fg/Kg-dry pg/Kg-dry Analyst: PT 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/2312007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3123/2007 5:02:00 PM 3123/2007 5:02:00 PM 312312007 5:02:00 PM 3/2312007 5:02:00 PM 312312007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3123/2007 5:02:00 PM 3123/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 130 130 130 130 130 130 150 130 130 130 130 22-124 %REC 27-119 %REC 21-123 %REC 28--126 %REC 21-118 %REC 18-129 %REC SW82609 3/23/2007 5:02:00 PM 3/23/2007 5;02;00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM 3/23/2007 5:02:00 PM Analyst: LDS 5.2 pglKg-dry 5.2 IJglKg-dry 5.2 pg/Kg-dry 5.2 pg/Kg-dry 5.2 pg/Kg-dry 5.2 pg/Kg-dry 5.2 pg/Kg-dry 5.2 IJg/Kg-dry 5.2 pg/Kg~dry 5.2 pg/Kg-dry 5.2 I~g/Kg-dry 3/21/2007 2:58:00 PM 312112007 2:58:00 PM 3/21/2007 2:58:00 PM 3/21/2007 2:58:00 PM 3/21/2007 2:58:00 PM 3/21/2007 2:58:00 PM 3/21/2007 2:58:00 PM 3/21/2007 2:58:00 PM 3/21/2007 2:58:00 PM 3/21/2007 2:58:00 PM 3/21/2007 2:58:00 PM Qualificrs: B Analylc dctcctcd in tile associnted Metlmd Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates dm compound was anayJ2d for but not dctecte Value above qunntitation range Analyte detected below quantitation limits Spike Recovery outside accepted recovery limits Value exceeds M~xlmum Contaminant Level Page 3 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Cortsulting Client Sample ID: No. 8 [10~12.5'] Lab Order: 0703166 TagNumber: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 10:03:00 AM Lab ID: 0703166-01A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS 1,2,4-Trichlorobenzene U 5.2 IJg/Kg-dry 1 3/21/2007 2:58:00 PM 1,2,4-Tfimethylbenzene U 5.2 pg/Kg-d~y 1 3/21/2007 2:58:00 PM 1,2-Dibromo-3-chloropropane U 5.2 pglKg-dry I 3/21/2C107 2:58:00 PM 1,2.Dibromoethane U 5.2 [JglKg-dry I 3121/2007 2:58:00 PM 1,2-Dichlornbenzene U 5.2 tJglKg-dry I 3/21/2007 2:58:00 PM 1,2-Dich~oreethane U 5.2 IJg/Kg-dry I 3/2112007 2:58:00 PM 1,2-Dichlompropane U 5.2 IJg/Kg-dry 1 3/21/2007 2:58:00 PM 1,3,5-Trimethylbenzene U 5.2 IJglKg-dry I 312112007 2:58:00 PM 1,3-DIchlorobenzene U 5.2 IJglKg-dry 1 3~2112007 2:58:00 PM 1,3-dichloropmpane U 5.2 tJg/Kg-dry I 3121/2007 2:58:00 PM 1,4-Dichlorebenzene U 5.2 IJg/Kg-dry I 3/2112007 2:58:00 PM 2,2.Dichloropropane U 5.2 pg/Kg-d[y I 3/21/2007 2:58:00 PM 2-Butanane U 5.2 pg/Kgq:lry I 3/21/2007 2:58:00 PM 2-Chloroethyl vlnyl ether U 5.2 ~Jg/Kg-dry I 312112007 2:58:00 PM 2-Chlomtoluene U 5,2 pg/KgqJry 1 3/21/2007 2:58:00 PM 2-Hexaoone U 5.2 IJglKg-dry 1 3/21/2007 2:58:00 PM 2-Propanol U 52 iJg/Kgq:lry '1 3/21/2007 2:58:00 PM 4-Ch[orotoluene U 5,2 [JglKg-dry 1 3/21/2007 2:58:00 PM 4-1sepropyltoluene U 5.2 IJglKg-dry 1 3/21/2007 2:58:00 PM 4-Methyl-2-pentanone U 5.2 pg/Kg-dry 1 3/21/2007 2:58:00 PM Acetone U 5.2 pg/Kg-dry 1 3/21/2007 2:58:00 PM Acrolein U 28 IJg/Kg-dry 1 312112007 2:58:00 PM Acrylrmitdle U 5.2 pg/Kg-d~y 1 3121/2007 2:58;00 PM Benzene U 5.2 [Jg/Kg-dry 1 3/2112007 2:58;00 PM Bromobenzene U 5.2 IJg/Kg-dry 1 3/21/2007 2:58:00 PM Bromochlommethane U 5.2 IJg/Kg-dry 1 3/21/2007 2:58:00 PM Bromodichloromethane U 5.2 Ilg/Kg-dry 1 3/21/2007 2:58:00 PM Bromoform U 5.2 pglKgqtry 1 3/21/2007 2:58:00 PM Bromomethane U 5,2 I~glKg-dry I 3/21/2007 2:58:00 PM Carbon disulfide U 5.2 pg/Kg-dry I 312112007 2:58:00 PM Carbon tetrachlorida U 5.2 pglKg-dry 1 3/21/2007 2:58:00 PM Chlorobenzene U 5.2 [JglKg-dry 1 3/21/2007 2:58:00 PM Chlerodifluoromethane U 5.2 IJg/Kg-d,'¥ 1 3/21/2007 2:58:00 PM Chloroethane U 5.2 IJg/Kg-dry I 3/2112007 2:58:00 PM Chloroform U 5.2 pg/Kg-d~y I 3121/2007 2:58:00 PM Ch[oromethane U 5.2 pg/Kg-dry 1 3/21/2007 2:58:00 PM cis-1,2-Dichloroethene U 5.2 HgtKg-dry I 312112007 2:58:00 PM els-1,3-Dich[oropropene U 5.2 IJg/Kg-dry 1 3/21/2007 2:58:00 PM Dibromoehloromethane U 5.2 IJg/Kg-dry 1 3121/2007 2:58:00 PM Qualifiers: B Analyte detected in the associaled Mcdlod Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates die compound was analyzed for but nol detecto E Value above qu~titation range J Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Moximum Contaminant Level Page 4 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: Lab ID: 0703166-0IA Matrix: No. 8 [10-12.5'] 3/20/2007 10:03:00 AM SOIL Analyses Result Limit Qual Units VOLATILE SW-846 METHOD 8260 SW8260B Dibromomethane U 5.2 pglKg-dry Dichlorodifluorometha ne U 5,2 IJg/Kg-dry Diisopropyl ether U 5.2 ~g/Kg-dry Ethanol U 25 pg/Kg-dry Ethyl acetate U 5.2 I~g/Kg-dry Ethylbenzene U 5.2 .ug/Kg-dly Freon-114 U 5.2 IJ§/Kg-dry Hexachlorobutadiena U 5.2 IJg/K§<lry Isoprapyl acetate U 5.2 Fg/Kg-dry Isopropylbenzene U 5.2 Ilg/Kg-dry m,p-Xylene U 113 ~Jg/Kg-dry Methyl tart~butyl ether U 5.2 IJglKgq:lry Methylene chloride U 5.2 D91K§q~lry n-Amyl acetate U 5.2 pg/Kg-dry Naphthalene U 5,2 Fg/Kg-dry n-Butyl acetate U 5.2 IJglKg-dgt n-Butylbenzene U 5.2 pg/Kg-dry n-Propyl acetate U 5.2 ~JglKg..dry n-Propylbenzene U 5.2 uglKg-dry o-Xylene U 5.2 pglKg-dry p-Diethylbenzene U 5.2 I~g/Kg-dry p~Ethyltoluene U 5.2 pg/Kg-dry sac-Butylbenzene U 5.2 pglKg-dry Styrene U 5.2 pg/Kg-dry t-Butyl alcohol U 5.2 pfllKg-dry tert-Butylbenzene U 5.2 pg/Kg-dry Tetrachloroethene U 5.2 pg/Kg-dry Toluene U 5.2 pg/Kg-dry trans-1,2-Dichloroethene U 5.2 pg/Kg-dry trans-1,3-Dichloropropene U 5.2 pg/Kg-dry Trichloroethene U 5.2 pg/Kg-dry Trichlorofluoromet hane U 5.2 pg/Kg-dry Vinyl acetate U 5.2 pg/Kg-d~y Vinyl chloride U 5.2 I~glKg-dry Sum 4-Bmmofluarobenzene 108 61-133 %REC Sum Dibromofluoromethane 106 61-139 %REC Sure Toluene-d8 93.8 57-131 %REC DF Date Analyzed Analyst: LDS 1 3/21/2007 2:58:013 PM 1 3/21/2007 2:58:00 PM I 3/21/21307 2:58:130 PM 1 3/2112(107 2:58:00 PM 1 3/2112007 2:58:00 PM I 3/21/2007 2:58:00 PM 1 312112007 2:58:00 PM 1 3121120137 2:58:00 PM I 3/2112007 2:58:00 PM I 3/21/21307 2:58:130 PM I 3/2112(107 2:58:00 PM 1 3/21/2007 2:58:08 PM I 3/21120137 2:55:013 PM 1 312112007 2:58:(10 PM I 3/21/21307 2:58:00 PM 1 3/21/2007 2:58:00 PM 1 3121/2007 2:58:00 PM 1 3/21/2007 2:58:013 PM 1 3/21/2007 2:58:~0 PM 1 3/21/2007 2:58:130 PM 1 3/21/2007 2:58:130 PM 1 3/21/21397 2:58:00 PM 1 3/21/2007 2:58:09 PM 1 3121/2007 2:58:00 PM 1 3/21/2007 2:58:00 PM I 3/21/2907 2:58:00 PM 1 3/21/2007 2:58:00 PM I 3/21/2007 2:58:013 PM 1 3/21/2007 2:58:00 PM 1 3/2112007 2:58:130 PM 1 3/2112(107 2:58:130 PM I 312112007 2:58:130 PM I 3/21/2007 2:58:013 PM 1 3/2112007 2:58:013 PM 1 3/21/213137 2:58:00 PM 1 3/21/21307 2:58:00 PM 1 3/21/2007 2:56:013 PM Qualifiers: B Analyte detected in the associated Method Blank H 1 lolding times for preparation or analysis exceerlcd ND blot Detected al the Reporling Limit U Indicates the compound was analyzed for but not detecto E Value above quantitation range J Anatyte dclcctcd below quantitation limits S Spike Recovery outside accepted recover7 limits X Value exceeds Maximum Contaminant Level Page 5 of 70 American Analytical Laboratories, LLC. Date: 2&Mar-O7 CLIENT: P.W. Grosset Consulting Client Sample ID: No.5 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 10:53:00 AM Lab ID: 0703166-02A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed MERCURY Mercury PERCENT MOISTURE Percent Moisture TARGET ANALYTE LIST METALS Aluminum Antimony Arsenic Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Msgnesium Mangsnese Nickel Potassium Selenium Silver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Tdchlorobenzene 1,2.Dichlorubenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 2,4,5-Tdchlorophenol 2,4,6-Trichlorophenol 2,4-Dichlorophenol 2,4-Dimethylpheno~ 2,4-Dinltrophenol 2,4-Dinitrotoluene 2,6-Dinitrotoluene SW747'1B SW7471B Analyst: WN U 0.OLO7 mg/Kg~PJ I 3123/2007 1:27:11 PM D22'16 Analyst; CM 7.50 0 wt% 1 3122/2007 SW6010B SW3050A Analyst: JP 1580 0.419 mg/Kg-dry I 312312007 2:16:08 PM U 0.524 mglKg-dry I 3/23/2007 2:16:08 PM U 0.524 mg/Kg-dry I 3/23/2007 2:16:08 PM 7.42 0.419 mglKg-dry I 3/23/2007 2:16:08 PM U 0.419 mglKg-d~j 1 3123/2007 2:16:08 PM U 0.210 mglKg-d~ 1 3/23t2007 2:16:08 PM 133 0.524 mg/Kg-dry 1 3/23/2007 2:16:08 PM 6.66 0.419 rog/Kg-dry 1 312312007 2:16:08 PM U 0.419 mg/Kg-dry 1 3/2312007 2:16:08 PM 1,7S 0.419 mg/Kg-dry 1 3/23/2007 2:16:08 PM 1810 (].419 mglKg~ry 1 3123/2007 2;16:08 PM 1.55 0.314 rog/Kg-dry I 3/23/2007 2:16:08 PM 225 0.419 mg/Kg<lry 1 312312007 2:16:05 PM 29.0 0.419 mg/Kg-dpj 1 3/23/2007 2;16:08 PM 1.50 0.419 mg/Kg-dry I 3123/2007 2:16:08 PM 231 2.10 rog/Kg-dry I 3123/2007 2:16:08 PM U 0.524 rng/Kg-d~ I 3/23/2007 2:16:08 PM u 0.419 rog/Kg--dry 1 3/23/2007 2:16:08 PM 78.0 1,26 rog/Kg-dry 1 3/23/2007 2:16:08 PM U 0.419 mglKg-dry 1 3/23/2007 2:16:06 PM 3.84 0.419 mglKg-dry I 3123/2007 2:16:08 PM 5.11 0,419 mg/Kg-dry 1 3/23/2007 2:16:08 PM SW8270D SW3$50A Analyst: PT U 130 IJg/Kg-dry I 3/23/2007 5:30:00 PM U 130 pglKg-dry I 3/23/2007 5:30:00 PM U 130 pglKg-dry I 3/23/2007 5:30:00 PM U 130 pg/Kg-dry I 3/2312007 5:30:00 PM U 130 [Jg/Kg-dry 1 3/23/2007 5:30:00 PM U 130 IJg/Kg-dry 1 3/23/2007 5:30:00 PM U 130 pg/Kg-dry 1 3/23/2007 5:30:00 PM U 130 pglKg-dry 1 3123t2007 5:30:00 PM U 130 pglKg-dry 1 3/23/2007 5:30:00 PM U 130 pg/Kg-dry 1 3/23/2007 5:30:00 PM U 130 Fg/Kg-dry I 3/23/2007 5:30:00 PM B Analytc dcteclcd in thc associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detcctcd at thc Reporting Limit U Indicates tile compound was analyzed for but not d¢lccte E Value above quantitation range J Analyte detcclcd below quantitation limits S Spike RccoveD' ou~idc accepted recovery limits X Value exceeds Maximum Contaminant Level Page 6 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No.5 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 10:53:00 AM Lab ID: 0703166-02A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3550A Analyst: PT 2-Chloronaphthalene U 130 pg/Kg-dry 1 3/23/2007 5:30:00 PM 2-Chlerophenol U 13fi IJg/Kg-dry I 312312007 5:30:0fi PM 2-Methylnaphtha[ene U 130 I~g/Kg-dry 1 3/2312007 5:30:00 PM 2-Methylphenol U 130 IJglKg-dry '1 3123/2D07 5:30:00 PM 2-Nitroaniline U 130 ~JglKg-dry I 3123/2007 5:3D:00 PM 2-N[trophenol U 130 pg/Kg-dry I 3123/2007 5:30:00 PM 3.3'-Dichlorabenzidine U 130 pglKg-dpJ '1 3/23/2007 5:30:00 PM 3+4-Methylphenol U 130 pglKg-dry 1 3/23/2007 5:30:00 PM 3-Nitroaniline U 130 pg/Kg-d~y 1 3/23/2007 5:30:00 PM 4,6.Dinib'o-2-methylphenol U 130 pg/Kg-dry 1 3/23/2007 5:30:00 PM 4-Bromophenyl phenyl ether U 130 pg/Kg-dPj I 3/23/2007 5:30:00 PM 4-Chlom-3-methylphenol U 130 pg/Kg-d~y 1 3/23/2007 5:30:00 PM 4-Chloroaniline U 130 pgJKg~ry 1 3/23/2007 5:30:00 PM 4-Chlorophenyl phenyl ether U 130 pg/Kg~j I 3/23/2007 5:30:00 PM 4-Nitroaniline U 130 I~g/Kg-d[y 1 3/23/2007 5:30:00 PM 4-Nitrophenol U 160 gg/Kg-d~J 1 3/23/2007 5:30:00 PM Acenaphthene U 130 pg/Kg~l~ 1 3/2312007 5:30:00 PM Acenaphthylene U 130 Fg/Kg-d~y 1 3/23/2007 5:30:00 PM Aniline U 130 pg/Kg-d~ 1 3123/2007 5:30:00 PM Anthracene U 130 pg/Kg-dPJ 1 3/23/2007 5:30:00 PM ,~_c~benzene U 130 ~Jg/Kg-dPJ 1 3123/2007 5:30:00 PM Benzidine U 130 pg/Kg-dry 1 3/23/2007 5:30:00 PM Benzo(a)anthracene U 130 pg/Kg-dry 1 3/23/2007 5:30:00 PM Benzo(a)pyrane U 130 pg/Kg-dry 1 3/23/2007 5:30:00 PM Benze(b)fluoranthene U 130 pg/Kg-dry 1 3/23/2007 5:30;00 PM Benzo(g.h.i)pe~lene U 130 pg/Kg-dry I 3/23/2007 5:30:00 PM 8enzo(k)fluoranthene U 130 J~g/Kg-dPj 1 3/23/2007 5:30:00 PM Benzoic acid U 130 pg/Kg~.,y 1 3/23/2007 5:30:00 PM Benzyl aMohol U 130 Hg/Kg~[y 1 3/23t2D07 5:30:00 PM Bis(2-chloroethoxy)mei~hane U 130 gg/Kg-dry 1 3/23/2007 5:30:00 PM Bis(2-chloroethyl}ether U 130 pg/Kg~ry 1 3123/2007 5:30:00 PM Bis(2-chloraisopropyl)ether U 130 pg/Kg-dry 1 3~23~2007 5:30:00 PM Bis(2-ethylhexy~)phthalate U 130 gg/Kg-dry 1 3/23/2007 5:30:00 PM Butyl benzyl phthalate U 130 pg/Kg-dry I 3/23/2007 5:30:00 PM Carbazole U 130 IJg/Kg-dry 1 3/23/2007 5:30:00 PM Chrysene U 130 pg/Kg-dry I 3/23/2007 5:30:00 PM Dibenzo(a.h)anthracene U 130 IJg/Kg-dry I 3/23/2007 5:30:00 PM Dibenzofuran U 13fi IJg/Kg-dry 1 3/23/2007 5:30:00 PM Diethyl phthaiate U 130 pg/Kg~j 1 3123/2007 5:30:00 PM Qualifiers: B Analyte detected in fire associated Mcfllod Blank H Holding times for preparation or analysis exceeded ND Not Detected at thc Reporting Limit U Indicates the compound was analyzed for but not detecle E Value above quantitation range J Analyte detected below quantitation limits S Spike Recovery oulside accepted recovery limits X Value exceeds Maximum Contaminant Lever Page 7 ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No.5 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 10:53:00 AM Lab 1D: 0703166-02A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 Dimethyl phthalate Di-n-butyl phthalate Di-n-octy} phthalata Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlorocyc[opentadiene Hexachloroethane Indeno(1,2,3-c,d)pyrene Isophorone Naphthalene N[trobenzene N~Nitrosodimethylamine N-Nitrosodi-n-propylamine N-Nit rosodiphenylamine Pentachlorophenol Phenanthrene Phenol Pyridine Sum 2,4,6-Tdbromophenol Sure 2-Fluorobiphenyl Su,'n 2-Fluoropheool Surf: 4-Terpheny!-d14 Sure NItrobenzene-d5 Sum Phenol-d6 VOLATILE SW-846 METHOD 8260 1,1,1,2-Teh'achloroethane 1,1, t -Trichloroethane 1,1,2,2-Tetrachloroetha ne 1,1,2-Trichloro-1,2,2-tritluoroethane 1,1,2-Trichloroethane 1,1-Dichlaroethane 1 ,f-Dichloroethene 1,1-Dichloropropene 1,2,3-Trichlorobenze ne 1,2,3-Trichlo ropropane 1,2,4,5-Tetramethylbenzene SW82700 SW3550A Analyst: PT U 130 Fg/Kg-dry 1 3/23/2007 5:30:00 PM U 130 pglKg~ry 1 3/23/2007 5:30:00 PM U 130 pg/Kgq:hy I 3/23/2007 5:30:00 PM U 130 pg/Kg-dry 1 3/23/2007 5:30:00 PM U 130 pgJKg-dry I 3123/2007 5:30:00 PM U 130 pg/Kg-dPJ I 3/23/2007 5:30:00 PM U 130 pg/Kgq:lry 1 3/23/2007 5:30:00 PM U 150 I~glKg-d~ 1 3/23/2007 5:30:00 PM U 130 pg/Kg-dry 1 3/23/2007 5:30:00 PM U 130 I~g/Kg-dry 1 3/23/2007 5:30:00 PM U 130 pg/Kg-~ry I 3/23/2007 5:30:00 PM U 130 IJg/Kg-dry 1 3/23/2007 5:30:00 PM U 130 pglKg-dry 1 3/23/2007 5:30:00 PM U 130 IJglKg~ry I 3123/2007 5:30:00 PM U 130 Ilg/Kgq~ry I 3/2312007 5:30:00 PM U 130 IJg/Kg-dPJ 1 312312007 5:30:00 PM U 160 pg/Kg.-d~y I 3/23/2007 5:30:00 PM U 130 pg/Kg-d~' 1 3/23/2007 5:30:00 PM U 130 pg/Kg~dry 1 3/23/2007 5:30:00 PM U 130 pglKg-dry 1 3123/2007 5:30:00 PM U 130 p§lKgq:f~y 1 3/23/2007 5:30:00 PM 68.0 22-I 24 %REC 1 3/23/2007 5:30:00 PM 73.7 27-110 %REC I 3/23/2007 5:30:00 PM 49.1 21-123 %REC I 3/23/2007 5:30:00 PM 70.6 28-125 %REC I 3~23~2007 5:30:00 PM 65.2 21-118 %REC I 3/23/2007 5:30:00 PM 63.0 18-129 %REC I 3/23/2007 5:30:00 PM SW8260B Analyst: LDS U 5.0 pg/Kgq:lry 1 3/21/2007 5:21:00 PM U 5.0 ~Jg/Kg.-dry 1 3/2112007 5:21:00 PM U 5.0 I~g/Kg-dry 1 3/21/2007 5:21:00 PM U 5.0 pg/Kg-dPJ 1 3/21/2007 5:21:00 PM U 5.0 yg/Kgq:l[y 1 3121/2007 5:21:00 PM U 5.0 pg/Kg-d~J I 312112007 5:21:00 PM U 5.0 pg/Kg-dry 1 3/21/2007 5:21:00 PM U 5.0 pg/Kg-dry 1 3/21/2007 5:21:00 PM U 5.0 IJg/Kgq:lry I 3/21/2007 5:21:00 PM U 5.0 pgtKg.dry I 3121/2007 5:21:00 PM U 5.0 pg/Kg-dry I 3/21/2007 5:21:00 PM B Analyte detected in ~he associaled Method Blank H Holding times for pre@atation or analysis exceeded ND Not Detecled al the Reporling Limit U Indicates thc compound was analyzed for but not detecte E Value above quantitation range J Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds M~.ximum Contaminant Level Page S of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client SampleID: No.5 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores LaneGreenport, N.Y. Collection Date: 3/20/2007 10:53:00AM Lab ID: 0703166-02A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE $W-846 METHOD 8260 SW82600 Analyst: LDS 1,2,4-Trichlorobenzene U 5.0 pg/Kg-dry 1 3121/2007 5:21:00 PM 1,2,4-Trimethylbenzene U 5.0 pg/Kg-dry 1 312112007 5:21;00 PM 1,2-Dibrome-3-chloropmpane U 5.0 pgtKg-dry 1 3121/2007 5:21:00 PM 1,2-Dibromoethane U 5.0 pglKg-dry I 312112007 5:21:00 PM 1,2-Dichlorobenzene U 5.0 pg/Kg-dry 1 3121/2007 5:21 ;00 PM 1,2-Dichlomethane U 5.0 pgtKg-dry 1 3/21/2007 5:21:00 PM 1,2-Dichloropropane U 5.0 pg/Kg-dry I 3/21/2007 5:21:00 PM 1,3,5-Trimet hy]benzene U 5.0 pg/Kg-dry I 3121/2007 5:21:00 PM 1,3-Dichlorobenzene U 5.0 pglKg-dry 1 3/21/2007 5:21:00 PM 1,3.-dichloropropane U 5~0 pglKg-dry 1 3/21/2007 5:21:00 PM 1,4-Dichlorobenzene U 5.0 IJg/Kg-dry 1 3/21/2007 5:21:00 PM 2,2-Dichloropropane U 5.0 iJg/Kg-dry I 3/21/2007 5:21:00 PM 2-Butanone U 5.0 pg/Kg-dry I 3/2t/2007 5:21:00 PM 2-Chleroethyl vinyl ether U 5.0 pg/Kgq:lry 1 3/21/2007 5:21:00 PM 2-Chlorotoluene U 5.0 pg/Kg-dry I 3/21/2007 5:21:00 PM 2-Hexanone U 5.0 pg/Kgq:lry 1 312112007 5:21:00 PM 2.Pmpanol U 50 pglKgq:lry 1 3/21/2007 5:21:00 PM 4.Chlorotoluene U 5.0 ~Jg/Kg-dry 1 3/21/2007 5:21:00 PM 4-1sopropyltoluene U 5.0 po/Kg-dry 1 3/21/2007 5:21:00 PM 4-Methyl-2-pentanone U 5.0 pg/Kgq:lry I 3/21/2007 5:21:00 PM Acetone U 5.0 pglKg-dry 1 3/21 t2007 5:21:00 PM Acroiein U 25 pg/Kg-dry I 3/2112007 5:21:00 PM Acrylonitdle U 5.0 pg/Kg-dry 1 3121/2007 5:21:00 PM Beezene U 5.0 pg/Kg-dry 1 3/21/2007 5:21:00 PM Bremobenzene U 5,0 pg/Kg.dry 1 3/2112007 5:21:00 PM Bromochlommethane U 5.0 pglKg-dry I 312112007 5:21:00 PM Bromodichloromethane U 5.0 IJglKg--dry 1 3/21/2007 5:21:00 PM Bmmoform U 5.0 IJg/Kg-dry I 3121/2007 5:21:00 PM Bromomethane U 5.0 iJg/Kg-dry 1 312112007 5:21:00 PM Carbon disulfide U 5.0 pglKg-dry 1 3/21/2007 5:21:00 PM Carbon tetmchloride U 5.0 pg/Kg-dry I 3/2112007 5:21:00 PM Chlorobenzene U 5.0 pg/Kg-dry 1 3/21/2007 5:21:00 PM Chlorodifluo,'omethene U 5.0 pg/Kg-dry I 3/2112007 5:21:00 PM Chloroethane U 5.0 pg/Kg-dry I 3121/2007 5:21:00 PM Chloroform U 5.0 pglKgq:lry 1 3/21/2007 5:21:00 PM Chloromethane U 5.0 iJglKg*dry I 3/21/2007 5:21:00 PM cis-1,2-Dichloroethene U 5.0 pg/Kg-dry 1 3/21/2007 5:21:00 PM cis-1,3-Dichloropropene U 5.0 pg/Kg.-dry 1 3/21/2007 5:21:00 PM Dibromochloromethane U 5.0 IJglKg-dry I 3/2112007 5:21:00 PM Qualifiers: B Analyte dctcclcd in the associated Method Blank E Value above quantitation range Holding times [or prcparalion or analysis exceeded ND Not Detected at the ReportingLimlt U lndicales the compound was analyzed for but not detecte J Analytc detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 9 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No.5 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 10:53:00 AM Lab 1D: 0703166-02A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS Dibromomethane U 5.0 pg/Kg-di7 1 3/21/2007 5:21:00 PM Dich~orodifluoromethane U 5.0 pg/Kgodry 1 3/21/2007 5:21:00 PM Diisopropyl ether U 5.0 ~g/Kg-dry I 3/21/2007 5:21:00 PM Ethanol U 25 ]Jg/Kg~lry I 3/21/2007 5:21:00 PM Ethyl acetate U 5,0 pglKg-dry I 3/21/2007 5:21:00 PM Ethylbenzene U 5.0 IJglKg-dry 1 3/2112007 5:21:00 PM Freort-ll 4 U 5.0 pg/Kg-dry 1 3/21/2007 5:21:00 PM Hexachlorobutadiene U 5.0 pg/Kg-dry I 3/21/2007 5:21:00 PM Isopmpyl acetate U 5.0 pig/Kg-dry 1 3/21/2007 5:21:00 PM Isopropylbenzene U 5.0 i~glKg-dry 1 3/21/2007 5:21:00 PM m,p-Xylene u 10 pglK§-dry 1 3/21/2007 5:21:00 PM Methyl tert-butyl ether U 5.0 pglKg-dry 1 3/2112007 5:21:00 PM Methylene chloride U 5.0 Hg/Kg-dry 1 3/21/2007 5:21;00 PM n-Amyl acetate U 5.0 pg/Kg-dry 1 3/21/2007 5:21:00 PM Naphthalene U 5.0 IJg/Kg-dry 1 3/21/2007 5:21:00 PM n-Butyl acetate U 5.0 ~Jg/Kg-d~y I 3/21/2007 6:21:00 PM n-Butylbenzerte U 5.0 jag/Kg*dry 1 3/21/2007 5:21:00 PM n-Propyl acetate U 5.0 pglKg-dry I 3121/2007 5:21:00 PM n-Propytbenzene U 5.0 pg1Kg-dry 1 3/21/2007 5:2t:00 PM o-Xylene U 5.0 ja§lKg-dry 1 3/21/2007 5:21:00 PM p-Diethylbenzene U 5.0 pg/Kg-dry I 3/21/2007 5;21:00 PM p-Ethyltoluene U 5.0 pg/Kg~dry 1 3/2112007 5:21:00 PM sec-Butylbenzene U 5.0 Fg/Kg-dry 1 3/21/2007 5:21;00 PM Styrene U 5.0 Jag/Kg-dry 1 3/2112007 5:21:00 PM t-Butyl alcohol U 5.0 pg/Kg-dry 1 312112007 5:21:00 PM tert-Butylbenzene U 5,0 FgtKg-dry I 3/2112007 5:21:00 PM · Tetrachloroethene U 5,0 I~g/Kg-d~J I 3/21/2007 5:21:00 PM Toluene U 5.0 pg/Kg-dry 1 312112007 5:21:00 PM trans-1,2-Dichloroethene U 5.0 pg/Kg-dry 1 3/21/2007 5:21:00 PM trans-l.3-Dichloropropene U 5.0 pg/Kg-dry 1 312112007 5:21:00 PM Tdchleroethene U 5.0 Fg/Kg-dry 1 312112007 5:21:00 PM Trichlorofluoromethane U 5.0 pg/Kg-dry 1 3t21/2007 5;21:00 PM Vinyl acetate U 5.0 pg/Kg-dry I 3/2112007 5:21;00 PM Vinyl chloride U 5,0 jag/Kg~ry 1 3/2112007 5:21:00 PM Surf: 4-Bromofluorobeazene 95.2 61-133 %REC 1 3/21/2007 5:21:00 PM Surf. Dibmmoflueromethane 105 61-139 %REC 1 3/21/2007 5:21:00 PM Sum Toluene-d8 94.9 57-131 %REC 1 3/21/2007 5:21;00 PM · · · · · · Qualifiers: B Analytc detected in the associated Mcdlod Blank Holding times for preparation or anal~,sis esceeded ND Not Detected at tbe Reporting Limit U Indicates the compound was analy~ed for but not dctect¢ Value above quantitation range Analyte detected below quamitatlon limits Spike Recovery outside accepted recovery limits Value exceeds M~ximum Contaminant Level Page 10 of 70 American Analytical Laboratories, LLC. Date: 2S-Mar-07 CLIENT: Lab Order: Project: Lab ID: P,W. Grosser Consulting 0703166 Moores Lane G~enpo~, N.Y. 0703166-03A Client Sample ID: Tag Number: Collection Date: Matrix: No. 4 [10-12.5'] 3/20/2007 12:02:00 PM SOIL Analyses MERCURY Mercury PERCENT MOISTURE Percent Moisture TARGET ANALYTE LIST METALS Aluminum Antimony Arsenic Barium BelTIlium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Nickel Potassium Selenium Silver Sodiom Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Trichlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1.4--Dichlorobenzene 2,4,5-Tdchlorophenol 2,4,6-Trichloroph e riel 2,4-Dichlorophenol 2,4-Dimethyiphenol 2,4-Dinitrophenol 2,4-DInitmtoluene 2,6-Dinitrotoluene Result Limit Qual Units SW7471 B SW7471 B o 0.0112 rog/Kg-dry D2216 15.8 0 wt% SW6010B SW3050A 12000 4.73 mglKg-dry U 0.592 mg/Kg-dry Z51 0.592 mg/Kg-dry 40.7 0.473 rog/Kg.dry U 0.473 mglKg-dry 0.286 0.237 mglKg-dry 337 0.592 rog/Kg-dry 15,0 0.473 rog/Kg-dry U 0.473 mg/Kg-d~ 9.65 0.473 mg/Kg~y 8700 4.73 mg/Kg-dry 12.7 0.355 rog/Kg-dry 2010 0.473 mg/Kg..dry 88.3 0.473 mg/Kg~lry 8.03 0.473 rog/Kg-dry 1160 2.37 mg/Kg-d ry U 0.592 mg/Kg-dry U 0.473 mglKg-dry 207 1.42 mglKg-dry U 0.473 rog/Kg-dry 30.0 0.473 mg/Kg-dry 27.7 0.473 rog/Kg-dry SW8270D SW3550A U 140 pg/Kg-dry U 140 pg/Kg.-dry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg~lry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg-dry DF Date Analyzed Analyst: WN 312312007 1:29:20 PM Analyst: CM 3~22~2007 Analyst: JP 10 3/23/2007 3:03:59 PM 1 3/23/2007 2:18:09 PM I 3/23/2007 2:18:09 PM I 3/23/2007 2:18:09 PM 1 3/2312007 2:18:09 PM I 3/2312007 2:18:09 PM 1 3/23/2007 2:18:09 PM 1 3/23/2007 2:18:09 PM 1 3/23/2007 2:18:09 PM 1 3/23/2007 2:18:09 PM 10 3/23/2007 3:03:59 PM I 3/2312007 2:18:09 PM 1 3/2312007 2:18:09 PM I 3/23/2007 2:18:09 PM 1 312312007 2:18:09 PM 1 3123/2007 2:18:08 PM 1 3~23~2007 2:18:09 PM 1 3/23/2007 2:18:09 PM I 3/23/2007 2:18:09 PM 1 312312007 2:18:09 PM 1 3/23/2007 2:18:09 PM I 3123/2007 2:18:09 PM Analyst: PT 3123/2007 5:58:00 PM 3/23/2007 5:58:00 PM 312312007 5:58:00 PM 3/23/2007 5:58:00 PM 3/23/2007 5:58:00 PM 3/23/2007 5:58:00 PM 3/23/2007 5:58:00 PM 3/2312007 5;58:00 PM 3/23/2007 5:58:00 PM 312312007 5:58:00 PM 3/23/2007 5:58:00 PM Qualifiers: B Analyte detected in the associated Metbod Blank H Holding times for preparation or analysis exceeded ND Not Detected al the Reporting Limit U Indicates die compound was analyzed For but not detecte E Value above quantitafion range J Analyte detected below quaadtation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 11 0£70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 4 [10-12.5~] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:02:00 PM Lab ID: 0703166-03A Matrix: SO1L Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SWAI46 METHOD 8270 SW82780 SW3550A Analyst: PT 2-Chlomnaphthalene U 140 lag/Kg-dry 1 3/23/2007 5:58:00 PM 2-Chlorophenol U 140 pg/Kg-dp/ 1 3/23/2007 5:58:00 PM 2-Methylnaphthalene U 140 ps/Kg-dry I 3123/2007 5:58:00 PM 2-Methylphenol U 140 IJg/Kg-dry 1 3/2312007 5:58:00 PM 2-Nitroaniline U 140 ps/Kg-dry 1 3/23/2007 5:58:00 PM 2-Nitrophenol U 140 ug/Kg-dry I 3/23/2007 5:58:00 PM 3,3'-Dichlorobenzidine U 140 pglKg-dp/ I 312312007 5:58:00 PM 3+4-Methylphenol U 140 ps/Kg-dry I 3/23/2007 5:58:00 PM 3-Nitroaniline U 140 pg/Kg-d~y 1 3~23~2007 5:58:00 PM 4,6-Dinitm-2-methylphenol U t40 ps/Kg-dry 1 3123/2007 5:58:00 PM 4-Bromophenyl phenyl ether U 140 pg/Kg-dp/ 1 3/23/2007 5:58:00 PM 4-Chlom-3-methylphenol U 140 IJg/Kg-dr~ 1 3/23/2007 5:58:00 PM 4-Ch[oraanillne U 140 ps/Kg-dp/ I 3/23/2007 5:58:00 PM 4-Chlorophenyl phenyl ether U 140 pg/Kg-d~y I 3/23/2007 5:58:00 PM 4-Nitmaniline U 140 I~g/Kg-dry 1 3123/2007 5:58:00 PM 4-Nitmphenol U 180 lag/Kg-dry 1 3/23/2007 5:58:00 PM Acenaphthene U 140 lag/Kg-dry 1 3/23/2007 5:58:00 PM Acenaphthylene U 140 pg/Kg-dp/ I 3/2312007 5:58:00 PM Aniline U 140 pg/Kg-dry I 3/2312007 5:58:00 PM Anthracene U 140 pg/Kg-dry 1 3/23/2007 5:58:00 PM Azobenzene U 140 iJg/Kg-dry I 3/2312007 5:58:00 PM Benzldine U 140 pg/Kg-dp/ I 3/23/2007 5:58:00 PM Benzo(a)anthracene U 140 pglKg-dry I 3123/2007 5:58:00 PM Benzo(a)pyrene U 140 pglKg~ry I 3~23~2007 5:58:00 PM Benzo(b)fluoranthene U 140 pglKgq:lry 1 3123/2007 5:58:00 PM Benzo(g,h,~perylene U 140 pglKg-d~J 1 3/23/2007 5:58:00 PM Benzo(k)fluomnthene U 140 pglKg-dry 1 3/23/2007 5:58:00 PM Benzoic acid U 140 p§/Kg-dp/ 1 3/23/2007 5:58:00 PM Benzyl alcohol U 140 ps/Kg-dp/ I 3/23/2007 5:58:00 PM Bis(2-chlomethox'y)methane U 140 IJg/Kg-dry 1 3/23/2007 5:58:00 PM Bis(2-chiomethyi)ether U 140 tJg/Kg-dp/ 1 3/23/2007 5:58:00 PM Bis(2-chlomisopropyl)ether U 140 pglKg-dp/ 1 3/23/2007 5:58:00 PM Bis(2-ethylhexyl)phthalate U 140 lag/Kg-dp/ 1 8/23/2007 5:58:00 PM Butyl benzyl phthalate U 145 lag/Kg-dp/ 1 3/2312007 5:58:00 PM Carbazole U 140 pglKg-dp/ I 3t23/2007 5:58:00 PM Chrysene U 140 pglK§-dp/ 1 3/23/2007 5:58:00 PM Dibenzo(a,h)anthracene U 140 pg/Kg-dry I 3/23/2007 5:58:00 PM Dibenzofuran U 140 ps/Kg-dp/ I 3/23/2007 5:58:00 PM D[ethyl phthalate U 140 pglKg-dry 1 3/23/2007 5:58:00 PM Qualifiers: B Analyte detected in the associated Method Blank Value above quantitation range · · · · · · H ltolding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U lndicales the compound was analyzed for but not detecte J Analyte detected below quantitlUion limits S Spike Recovery outside accepted recovery limits X Value cxcced~ Maximum Contaminant Level Page 12 ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 4 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:02:00 PM Lab ID: 0703166-03A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3550A Analyst: PT Dimethyl phthalate U 140 pg/Kg-dry 1 3/23/2007 5:58:00 PM Dbn-butyl phthalate U 140 pg/Kg-dry 1 3123/2007 5:58:00 PM Di-n-octyl phthalate U 140 pg/Kg-dry 1 3123/2007 5:58:00 PM Fluoranthene U 140 lag/Kg-dry 1 3123/2007 5:58;00 PM Fluorene U 140 Iag/Kg-dry 1 3123/2007 5:58:00 PM Hexachlorobenzene U 140 lag/Kg-dry 1 3/2312007 8:58:00 PM Hexach[orobutadiene U 140 lag/Kg-dry 1 3t23/2007 5:86:00 PM Hexachlorocyclopentadiene U 180 lag/Kg-dry I 3/2312007 5:58:00 PM Hexachloroethane U 14(3 lag/Kg-dry 1 3/23/2007 5:58:00 PM Indene(1,2,3-c,d)pyrene U 140 lag/Kg-dry 1 3/2312007 5:58:00 PM Isophorone U 140 tag/Kg-dry I 3/23/2007 5:58:00 PM Naphthalene U 140 lag/Kg-dry 1 3/23/2007 5:58:00 PM Nibobenzene U 140 lag/Kg-dry 1 3/23/2007 5:58:00 PM N-Nitmsodimethylamine U 140 pglKg-dry I 3123t2007 5:58:00 PM N-Nitmsodi-ns)ropylamine U 140 pglKg-dry 1 3123t2007 5:58:00 PM N-Nitrosodiphenylamlne U 140 lag/Kg.dry 1 3/23/2007 5:58:00 PM Pentachlorophenol U 180 lag/Kg-dry I 3/23/2007 5:58:00 PM Phenanthrene U 140 pglKg-dry 1 3/23/2007 5:58:00 PM Phenol U 140 pg/Kg-dry 1 3/2312007 5:58;00 PM Pyrene U 140 lag/Kg-dry 1 3/2312007 5:58:00 PM Pyddine U 140 lag/Kg-dry 1 3/2312007 5:58:00 PM Surf. 2,4,6-Tdbromophenol 63.5 22-124 %REC 1 3/23/2007 5:58:00 PM Surr: 2-Fluorobiphenyl 82.9 27-119 %REC 1 3/2312007 5:58:00 PM Sum 2-Fluorophenol 89.3 2%123 %REC 1 3/2312007 5:58:00 PM Surf: 4-Terphenyl-d14 67.9 28-126 %REC 1 3/23~2007 5:58:00 PM Surf: Nitrobenzene-d5 80.4 21-118 %REC 1 3/2312007 5:56;00 PM Surr: Phenol-d6 85.4 18-129 %REC 1 312312007 5:58:00 PM VOLATILE SW-846 METHOD 8260 SW82605 Analyst: LDS 1,1,1,2-Tetrachloroethane U 5.6 lag/Kg-dry 1 3/21/2007 6:08:0(3 PM 1,1,1-Trichlamethane U 5.6 !Jg/Kg-dry 1 3/2112007 6:08:00 PM 1,1,2,2-Tetrachloroethane U 5.6 pg/Kg-dry 1 3/2112007 6:08:00 PM 1,1,2-Trichloro-1,2,2-trifluomethane U 5.6 !ag/Kg-dry 1 3121/2007 6:(35:00 PM 1,1,2-Trichloreethane U 5.6 lag/Kg-d~y 1 3/21/2007 6:(36:00 PM 1,1-Dichloroethane U 5.6 IJglKg-dry 1 3/2112007 6:08:00 PM 1,1-Dichlomethene U 5.6 IJg/Kg-dry 1 3/21/2007 6:08:00 PM 1,1-Dichloropropene U 5.6 Hg/Kg-dry 1 312112007 6:05;00 PM 1,2,3-Trichlorobenzene U 5.6 pg/Kg-dry 1 3/21/2007 6:08:00 PM 1,2,3-Tfichloropropane U 5.6 lag/Kg-dry 1 3/21/2007 6:08:00 PM 1,2,4,5-Tetramethylbenzene U 5.6 lag/Kg-dry 1 312112007 6:08:00 PM Qualifiers: B Analytc delectcd in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicatc's the compound w~ analyzed lbr but not deteete E Value above quantitation range J Analytc detected below quantitation limits S Spike Recovery outside accepled recovery limits X Value exceeds Maximum Contaminant Level Page 13 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosset Consulting 0703166 Moores Lane Greenpon, N.Y. 0703166-03A Client Sample ID: Tag Number: Collection Date: Matrix: No. 4 [10-12.5'] 3/20/2007 12:02:00 PM SOIL Analyses Result Limit Qual Units VOLATILE SW-846 METHOD 8260 1,Z4-Trlchlorobenzene U 1,2,4-Tdmethylbenzene U 1,2-Dibromo-3-chloroprepane U 1,2-Dibromoethane U 1,2-Dichlorobenzene U 1,2-Diahloroethane U 1,2-Dichloropropane U 1.3,5-Tdmethylbenzene U 1,3-Dichlorobenzene U 1,3-dichloropmpane U 1,4-Dichlorobenzene U 2,2-Dlchloropropane U 2-Butanone U 2-Chioroethyl vinyl ether U 2-Chlorotoluene U 2-Hexanone U 2-Propanol U 4-Chlomtoluene U 4-1sopropyltoluene U 4-Methy,L2-pentanone U Acetone U Acmlein U Acrylanildle U Benzene U Bromobenzene U Bromochlaromethane U Bramodichlommethane U Bromoform U Bromomethane U Carbon disulfide U Carbon tetrachloride U Chlorabenzene U Chlorodifluoromethane U Chlorcethane U Chloroform U Chlommethane U cis-l,2-Dichloroet hone U cis-1,3-D[chloropmpene U Dibmmochlommelhane U Qualifiers: B Analy/.e detected in the associated Method Blank SW8260B 5.6 pg/Kg-dry 1 5.6 ~Jg/Kg-doJ 1 5.6 pg/Kg-dry 1 5.6 pglKg-dr,/ 1 5.6 pglKg-dry 1 5,6 pg/Kg-dry 1 5.6 Hg/Kg~ry 1 5.6 pg/Kg-dry 1 5.6 pg/Kg-dt7 1 5.6 pg/Kg-dry 1 5.6 pg/Kg-dry 1 5.6 IJglKg~lry 1 5.6 pg/Kg-dry 1 5.6 up/Kg.dry 1 5.6 pg/Kg-dP/ 1 5.6 gglKg-doJ 1 56 pg/Kg-do/ 1 5.6 pg/Kg-dry 1 5.6 I~g/Kg-dr'J I 5.6 pg/Kg-dry 1 5.6 pglKg-dry 1 28 pg/Kg~ry 1 5.6 pg/Kg<JP/ 1 5.6 up/Kg-dry 5,8 pg/Kg-dry 1 5.6 pg/Kg-dry 1 5.6 Fg/Kg-dry 1 5.6 pg/Kg.-dry 1 5.6 pg/Kg-dry 1 5.6 pg/Kg.-dry 1 5.6 pg/Kg-dry 1 5.6 pg/Kg-dry 1 5,6 pg/Kg-dry 5.6 up/Kg.dry 1 5.8 pg/Kg-dry 1 5.6 pg/Kg~Q/ 1 5.6 pg/Kg-dly 1 5.6 pg/Kg-dry 1 5.6 pg/Kg-dry 1 DF Date Analyzed Analyst: LDS 3/21/2007 6:08:00 PM 3/21/2007 6:08:00 PM 3t2112007 6:08:00 PM 3121/2007 6:08:00 PM 3/21/2007 6:08:00 PM 3121/2007 6:08:00 PM 3/21/2007 6:08:00 PM 3121/2007 6:08:00 PM 3121/2007 6:08:00 PM 3/21/2007 6:08:00 PM 3/2112007 6:08:00 PM 3/21/2007 6:08:00 PM 3/21/2007 6:08:00 PM 3121/2007 6:08:00 PM 3/21/2007 6:08:00 PM 3/21/2007 6:08:00 PM 3/21/2007 6:08:00 PM 3/2112007 6:0fi:00 PM 312112007 6:08:00 PM 3/21/2007 6:08:00 PM 3121/2007 6:08:00 PM 3/2112007 6:08:00 PM 3/21/2007 6:08;00 PM 312112007 6;08:00 PM 3/21/2007 6;08:00 PM 3/2112007 6:08:00 PM 3/21/2007 6:08:00 PM 3/2112007 6:08:00 PM 3/2112007 6:08:00 PM 3/21/2007 6:06;00 PM 3/2112007 6;08:00 PM 3/21/2007 6:08:(30 PM 3121/2007 6:08:00 PM 3/2112007 6:08:00 PM 3/21/2007 6:08:00 PM 3/21/2007 8;08:00 PM 3/21/2007 6:08:00 PM 3/21/2007 6:08:00 PM 3/21/2007 6:08:00 PM E Value above quantitation range · · · · · · H Holding times for prcp~ation or analysis exceeded ND Not Detected at thc Repofling Limit U Indicates the compound was analyzed for but not dclect¢ Analyte detec(cd below quantitat/on limits Spike Recovery outside accepted recovery limits Value exceeds Mmximum Contaminant Level Page 14 of 70 American Analytical Laboratories, LLC. Date: 28-Mar..07 CLIENT: P.W. Grosset Consulting Client Sample 1D: No. 4 [10-12.Y] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 I2:02:00 PM Lab ID: 0703166-03A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS Dibromomethane U 5.6 I~g/Kg-dry I 8/21/2007 6:08:60 PM Dichloradifluoromethane U 8,6 pglKg-dry I 312112007 6;08:00 PM Diisopropyl ether U 5,8 pg/Kg-dry I 3/2112007 6:08:00 PM Ethanol U 28 pglKg-d[y I 3/21/2007 6:08:00 PM Ethyl acetate U 5.6 pg/Kg-dry 1 3/21/2007 8:08:00 PM Ethylbenzene U 5.8 pg/Kg-dty 1 3121/2007 6:08:00 PM Freon-114 U 5.6 pg/Kg-dry 1 3/21/2007 6:08:00 PM Hexachlorabutadiene U 5.6 pg/Kg-dry I 3/21/2007 6:08:00 PM Isopropyl acetate U 5.6 pg/Kg,,doJ 1 3121/2007 6:08:00 PM Isopropylbenzene U 5,6 pg/Kg-dry 1 3/21/2007 6:08:00 PM m,p-Xytene U 11 pglKg-dry 1 3121/2087 6:08:00 PM Methyl teK-butyl ether U 5.8 pglKg-dry I 3/21/2087 6:08:00 PM Methylene chloride U 6.5 ,uglKg.dry 1 3/21/2007 6:08:00 PM n-Amyl acetate U 5.6 pg/Kg-dry 1 3/21/2007 6:08:00 PM Naphthalene U 5.6 pg/Kg-dry I 3/21/2007 6:06:00 PM n-Butyl acetate U 5.6 pglKg-d~y I 3t21/2007 6:08:00 PM n. Batylbenzane U 6.6 pg/Kg-dry 1 3/21/2007 6:08:00 PM n-Propyl acetate LI 5.6 pg/Kg-d~y 1 3/21/2007 8;08:00 PM n-Propylbenzene U 5.6 pglKg-d~y 1 3/2112007 6:08:00 PM o-Xylene U 5.6 pg/Kg-d~y 1 3/21/2007 6:08:00 PM p-Diethylbenzene U 5.5 pglKg-dry I 3/21/2007 6:08:00 PM p-Ethyltoluene U 5,6 pglKg~P/ I 3/21/2007 6:08:00 PM sec-Butylbenzene U 5.5 pglKg-dly 1 3/21/2007 6:08:00 PM Styrene U 5.6 pg/Kg-dq/ I 312112007 6:08:00 PM t-Butyl alcohol U 5.6 pg/Kg-dry 1 3/21/2007 6:08:00 PM tert-Butylbenzene U 5.6 lag/Kg-dry 1 3/2112007 6:08:00 PM Tettachloreethene U 5.6 Hg/Kg-dry I 3/21/2007 6:08:00 PM Toluene U 5.6 HglKg-dry I 3/21/2007 6:08:00 PM Irans-l,2-Dichloreethene U 5.6 lag/Kg-dry 1 312112007 6:08:00 PM trans-1,3-Dtchloropropene U 5,6 pg/Kg-dly 1 3121/2007 6:06:00 PM Trichloroethene U 5.6 iJglKg,.dry 1 3/21/2007 6:08:00 PM Trichlorofluoromethane U 5.6 lag/Kg-dP/ 1 312112007 6:08:00 PM Vinyl acetate U 5.6 pg/Kg-dry 1 3/21/2007 6:08:00 PM Vinyl chloride U 5.6 gglKg.dPJ 1 3121/2007 6:08:00 PM Sum 4-Bromofluerobenzene 99.7 61-133 %REC 1 3/2112007 6:08:00 PM Surf Dibromofluoromethane 104 61-139 %REC 1 3/21/2007 6:08:00 PM Sure Toluene-d8 98.9 57-131 %REC 1 3/21/2007 6:08:00 PM Qualifiers: Analyte detected in tile ossociated Method Blank Hulding times for preparation or anaIyals exceeded ND Not D~tceted at ~he Reporting Limit Indicates tile compound w~s analyzed ['or but not detecte E Value above quanlitation range J Analytc detected below quantitation limits S Spike Recovery outside accepted recovery limils X Value exceeds Ma~ximum Contaminant Level Page 15 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: Lab Order: 0703166 Tag Number: Project: Mooms Lane Greenport, N.Y. Collection Date: Lab ID: 0703166-04A Matrix: No. 3 [5-7.5'] 3/20/2007 12:49:00 PM SOIL Analyses Result Limit Qual Units DF MERCURY SW7471B SW7471B Memury U 0.0115 mg/Kg-dry 1 PERCENT MOISTURE D2216 Percent Moisture 15.0 0 wt% 1 TARGET ANALYTE LIST METALS SW6010B SW3050A Aluminum 15700 4.70 mg/Kg~rry 10 Antimony U 0.588 mg/Kg-dry 1 Arsenic 4.59 0.588 rng/Kg~ry 1 Badum 131 0.470 mgJKg<l~ 1 Beryllium U 0.470 rog/Kg-dry 1 Cadmium 0.414 0.235 mg/Kg-dry 1 Calcium 1280 0.588 rog/Kg-dry Chromium 22.0 0.470 rog/Kg-dry 1 Cobalt 1.99 0.470 rog/Kg-dry 1 Copper 22.0 0.470 mglKg-dry 1 Iron 21900 4.70 mg/Kg-dPj 10 Lead 15.1 0.353 rog/Kg-dry 1 Magnesium 5040 0.470 rog/Kg-dry 1 Manganese 369 0.470 mg/Kg-dry 1 Nickel 21.1 0.470 mg/Kg~ry 1 Potassium 4860 2.35 rog/Kg-dry 1 Selenium U 0.588 rog/Kg-dry 1 Silver U 0,470 rog/Kg-dry 1 Sodium 455 1.41 mglKg-dry 1 Thallium U 0.470 mg/Kg<lry 1 Vanadium 38.6 0.470 mg/Kg-dPj Zinc 55.1 0,470 rog/Kg-dry 1 SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3580A 1,2,4-Trlchlombenzene U 140 ~g/Kg~ry 1 1,2-Dichlombenzene U 140 p§/Kg-d~ 1 1,3-Dich[ombenzene U 140 pglKg-dry 1 1,4-Dichlombenzene U 140 IJg/Kg-dry 1 2,4,5-Tdch]omphenol U 140 IJg/Kg~lry 1 2,4,6-Trichlo[ophenol U 140 ~Jg/Kg-dry 2,4-Dichlomphenol U 140 pg/Kg-dry 1 2,4-Dimethylphenol U 140 pg/Kg-dry 2,4-Dinitmphenol U 140 pg/Kg-dry 1 2,4-Dinilmtoluene U 140 pg/Kg-dry 1 2,6-DinitrotoJusne U 140 pg/Kg-d~y 1 Date Analyzed Analyst: WN 3/23/2007 1:31:29 PM Analyst: CM 3~22~2007 Analyst: JP 3/23/2007 3:06:17 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21 ;45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 3:06:17 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3123/2007 2:21:45 PM 3/23/2007 2:21:45 PM 3/2312007 2:21:45 PM Analyst: PT 3/23/2007 6;26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3123/2007 6:28:00 PM 3/23/2007 8:26:00 PM 3/2312007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:25:00 PM 3/23/2007 6:26:00 PM Qualifiers: B Analyte detected in the msociated Method Blank Holding times for preparation or analysis exceeded ND Not Detected at tile Reporting Limit U Indicates the compound was analyzed ['er but not detecto E Value above quantitation range J Art',tyre detected below quantilatlon limits S Spike Recovery outalde accepled recovery limits X Value exceeds M~:<imum Contaminant Level Page 16 of 70 American Analytical Laboratories, LLC. Date: 2&Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 3 [5-7.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:49:00 PM Lab ID: 0703166-04A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82700 SW3550A Analyst: PT 2-Chloronaphthalene U 140 pg/Kg-dry 1 3/23/2007 6:26;00 PM 2-ChlorophenDl U 140 pg/Kg<lry I 3/23/2007 6:26:00 PM 2-Methylnaphthalene U 140 Fg/Kg-dry 1 3/23/2007 6:26:00 PM 2-Methylphenol U 140 Hg/Kg-dry I 3/23/2007 6:26:00 PM 2-Nitroanil]ne U 140 pg/Kg*dry 1 3/23/2007 6:26:00 PM 2-Nitmphenol U 140 ug/Kg-dry 1 3/23/2007 6:26:00 PM 3,3'-Dichlorobanzidine U 140 pg/Kg-dry 1 3/23/2007 6:26:06 PM 3+4-Methylphenel U 140 Hg/Kg-dB, I 3/23/2007 6:26:00 PM 3-NitmanilMe U 140 IJg/Kg<lry 1 3/23/2007 6:26;00 PM 4,6-Dinilro-2-methylphenol U 140 :ag/Kg-dry $ 3/23/2067 6:26:00 PM 4-Bromophenyl phenyl ether U 140 ug/Kg-dry I 3/23/2007 6:26:00 PM 4-Chloro-3-methylphenol U 140 ug/Kg-dry I 3/23/2007 6:26:00 PM 4-Chloroaniline U 140 Hg/Kg-dry 1 3/23/2007 6:26:00 PM 4-Chlorophenyl phenyl ether U 140 FglKg-dry 1 3/23/2007 6:26:{36 PM 4-Nitroaniline U 140 IJg/Kg~dry I 3/2312007 6:26:00 PM 4-Nitrophenol U 170 NglKg-dry I 3/23/2007 6:26:00 PM Acenaphthene U 140 :a§/Kg-dry 1 3/23/2007 6;26:00 PM Acenaphthylene U 140 iJg/Kg-dry 1 3/23/2007 6:26:{30 PM Aniline U 140 ug/Kg-dry 1 312312007 6:26:00 PM Anthracene U 140 IJglKg<ky 1 3/23/2007 6:26:00 PM Azobenzene U 140 :a§/Kg-dry 1 3/23/2007 6:26:00 PM Benzidine U 140 pg/Kg-dry I 3/23/2007 6:26:00 PM Benzo(a)anthrecene U 140 Fig/Kg-dry I 3/23/2007 6:26:00 PM Banzo(a)pyrene U 140 Fg/Kg-dry 1 3/23/2007 6:26:00 PM Banzo(b)fluoranthene U 140 pg/Kg-dry I 3/23/2007 6:26:00 PM Benzo(g.h,i)perylene U 140 pglKg-dry 1 3123/2007 6:26:00 PM Benzo(k){3uoranthene U 140 Ug/Kg-dry 1 3/23/2067 6:26:00 PM Benzoic acid U 140 Fig/Kg-dry 1 3/23/2007 6:26:00 PM Benzyl alcohol U 140 Fig/Kg-dry 1 3/2312007 6:26:00 PM Bis(2-chlo~'oethoxy)methane U 140 pg/Kg-dry 1 3/23/2007 6:26:00 PM Bis(2-chloroethyl)ether U 140 I~g/Kg-dry 1 312312007 6:26:00 PM Bis(2-chloroisopropyl)ether U 140 :ag/Kg-dry 1 3/23/2007 6:26:00 PM Bls(2-ethylhexyl)phthaJate U 140 :ag/Kg-dry 1 3/23/2007 6:26:00 PM Butyl banzyl phthaMte U 140 pg/Kg-dry 1 3t2312007 6:26:00 PM Carbazole U 140 pg/Kg-dry 1 3/23/2007 6:26:0{3 PM Chrysene U 140 pg/Kg-dry 1 3t23/2007 6:26:00 PM Dibenzo(a.h)anthracene U 140 Fig/Kg-dry 1 3/23/2007 6:26:00 PM Dibenzofuran U 140 pg/Kg-dry I 3/23/2007 6:26:00 PM Diethyl phthalate U 140 pglKg~dry '/ 3~23~2007 6:26:00 PM B Analyte detected in the associated Method Blank E Value above qua~titation range Qualifiers: It Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not delecte J Analyte detected below quantitalion limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 17 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y, Collection Date: Lab ID: 0703166-04A Matrix: No. 3 [5-7.Y] 3/20/2007 12:49:00 PM SOIL Analyses Result Limit Qual Units SEMIVOLATILE SW~846 METHOD 8270 SW82700 SW3550A Dimethyl phthalate U 140 ~g/Kg.dry 1 DI-n-bulyl phthalate U 140 I~glKg-dry 1 Di-n-octyl phthalate U 140 I~g/Kg-d~y 1 Fluorenthene U 140 ~g/Kg-dp/ 1 Fluorene U 140 I~g/Kg-dp/ 1 Hexachlorobenzene U 140 I~g/Kg-dry 1 Hexachlorobutadiene U 140 iJg/Kg-d~ Hexachlorocyclope ntadiene U 170 ~ag/Kg~ry 1 Hexachloroethane U 140 I~glKg-d~ 1 Indeno(1,2,3-c,d}pyrene U 140 I~glKg<lry 1 Isophorone U 140 pg/Kg-dry 1 Naphthalene U 140 I~g/Kg-dP/ 1 Nilrobenzene U 140 pglKg.d~y 1 N-Nit rosodimethylamine U 140 IJg/Kg-d~y 1 N-Nitrosodi-n-propylamine U 140 IJg/Kg-dry 1 N-Nitrosodiph e nylamlne U 14(] I~glKg-d~y 1 Pen[achlorophenol U 470 I~g/Kg-dry 1 Phenanthrene U 140 I~g/Kg-dry I Phenol U 140 IJg/Kg-dty 1 Pyrene U 140 pg/Kg-dry pyrld[ne U 140 pg/Kg-dry 1 Surr: 2,4,6-Tribromophenol 29,9 22.124 %REC 1 Sum 2-Fluoroblphenyl 70,3 27-119 %REC 1 Sum 2-Fluorophenol 82.3 21-123 %REC 1 Surf: 4-Terphenyl-d 14 65.6 28-126 %REC 1 Sure NJtrobenzena-d5 61.7 21-118 %REC Surr: Phenol-d6 62.7 18-129 %REC 1 VOLATILE SW-846 METHOD 8260 SW82606 1,1,1,2-Tetrachloroethane U 5.8 Fg/Kg-dry 1 1,1,1 -Trtch[nroethane U 5.8 l~glKg-dry 1 1,1,2,2-Telrachloroethane U 5,8 ~Jg/Kg-d~y 1 1,1,2-Trichloro-1,2,2-trlfluoroethane U 5.8 ~ g/Kg-dr,j 1 1,1,2-Trichloroethane U 5.8 Fg/Kg-dry 1 1,1 -D[chloraethane U 5.8 IJg/Kg-dry 1 1,1 -Dichloroethane U 5.8 !Jg/Kg-dry 1 1,1-Dlchloropropene U 5.6 pg/K§-dry 1 1,2,3-Trichlorobenzene U 5.8 ug/Kg-dry 1 1,2,3-Trich~oropropane U 5,8 ~glKg-dry 1 1,2,4,5-Tetmmet hylbe nze ne U 5.8 IJg/Kg-dp/ 1 DF Date Analyzed Analyst: PT 3/23/2007 6:26:00 PM 3~23~2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/2312007 6;26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/2312007 6:26;00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 312312007 6:26:00 PM 3/23/2007 6:26:00 PM 3123/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3123/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6:26:00 PM 3/23/2007 6;26:00 PM 3/23/2007 6:26:00 PM Analyst; LDS 3121/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:55:00 PM 3/21/2007 6:56:00 PM 3/2112007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3121/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3121/2007 6:56:00 PM Qualifiers: B Analyte detected in the assocluted Mefllod Blank H Holding times for preparntion or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not d¢lecm E Value above quantitation range J Anulyte detected below quantitation limits S Spike Recovery outside acceplcd rccover~ limits X Value exceeds Maximum Contaminant Level Page 18 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 3 [5-7.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:49:00 PM Lab ID: 0703166-04A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW82605 1,2,4-Trichlo robe nzene U 5.8 pg/Kg-dry 1 1,2,4-Trimethylbe azene U 5.8 pg/Kg<lry 1 1,2-Dibromo-3-chleropropane U 5.5 pg/Kg-dry 1 1,2-Dibromoethane U 5.5 pg/Kg-dpJ 1 · 1,2-Dichlorobenzene U 5.8 pglKg-dry 1 1,2.Dichloroethane U 5.8 pg/Kg-dry 1 1,2-Dichloropropane U 5.8 pg/Kg-dry 1 1,3,5-Trimethylbeazene U 5.6 pg/Kg-dPJ 1 1,3-Dichlorobenzene U 5.8 IJg/Kg-dry 1 1,3-dichloropropane U 5.6 IJglKg-dry 1 · 1,4-D{chlorobenzene U 5.5 pglKg-dry 1 2,2-Dichloroprepane U 5.5 pglKg-dry 1 2~Butanone U 5.8 pg/Kg-dry 1 2-Chlomethyl vinyl ether U 5,8 pg/Kg~lry 1 2.Chiorotoluene U 5.8 pg/Kg-dry 1 2-Hexanone U 5.5 pg/Kg-dry 1 · 2-Propanol U 58 I~g/Kg-dry 1 4-Chlorotoluene U 5.8 IJg/Kg-dry 1 4-lsopropylloluene U 5.8 I~g/Kg-dry t 4-Methyl-2-pentanone U 5.8 ~glKg-d~y 1 Acetone U 5.8 pglKg~dty 1 Acrolein U 29 pg/Kg~lry 1 · Acrylonitrile U 5.8 pg/Kg~ry 1 Benzene U 5.8 ~g/Kg-di7 1 Bromobenzene U 5.6 pg/Kg-dry 1 Bromochloromethane U 5.8 Fg/Kg~ry 1 Bromodichloromethane U 5.8 pg/Kg-dry 1 Bromo[orm U 5.8 IJg/Kg-dry 1 · Bromomethane U 5.6 pg/Kg-dry 1 Carbon disulfide U 5.6 pg/Kg~ry 1 Carbon tetrachloride U 5.8 IJgfKg-dry 1 Chlorobenzene U 5.8 ~Jg/Kg~ry 1 Chlorodifluoromethane U 5.8 H§/Kg-d~ 1 Chloroethane U 5.8 pg/Kg-dry 1 · ChJoro[orm U 5.8 1~91Kg-dry 1 Chlorome[hane U 5.8 gg/Kg<ky 1 cis-1,2-Dichloroethene U 5.6 IJg/Kg-dry 1 cis-1,3.Dichloropropene U 5.8 pg/Kg-dry 1 Dibtomochloromethane U 5,8 pg/Kg-dry 1 Analyst: LDS 3/21/2007 6:56:00 PM 3/2112007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56;00 PM 3/2112007 6:56:00 PM 312112007 6:55:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 312112007 6:56:00 PM 3/21/2007 6:56;00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56;00 PM 3/21/2007 6:56:06 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 312112007 6:56:00 PM 3121/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3121/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3t21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3121/2007 6:56:00 PM 3/2112007 6:55:00 PM 3/2112007 6:56:00 PM 312112007 6:56;00 PM 3/2112007 6:56:00 PM 3/21/2007 6:58:00 PM 3/21/2007 6:56:00 PM 3121/2007 6:56:00 PM 3/2112007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:60 PM Qualifiers: E Value above quantitation range J Analyl¢ detected below quamitatlon limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 19 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: Lab ID: 0703166-04A Matrix: No. 3 [5-7.5'] 3/20/2007 12:49:00 PM SOIL Analyses Result Limit Qual Units VOLATILE SW-846 METHOD 8260 SW82606 Dibromomethane U 5.8 ~Jg/Kg-dry Dlchlorodifluo mmethane U 5.8 I~g/Kg~dry Diisopropyl ether U 5.8 I~g/Kgq:try Ethanol U 29 pg/Kg-dpJ Ethyl acetate u 5.8 pglKg-d~j Ethylbenzene U 5.8 pg/Kg-dry Freon-114 U 5.6 pg/Kg-dry Hexachlorobutadiene U 5.8 IJg/Kg~ry Isopropyl acelate U 5.8 pg/}(g-dPJ Isopropylbenzene U 5.8 pg/Kg.dry m,p-Xylene U 12 pg/Kg-dry Methyl tart*butyl ether U 5.6 pg/Kg-dry Methylene chloride U 5.8 ~Jg/Kg-d~t n-Amyl acetate U 5.6 pg/Kg-dry Naphthalene U 5.8 gg/Kg-dry n-Butyl acetate U 5.8 pg/Kgq:lry n-Butyibenzene U 5.8 pg/Kg-dry n-Propyl acetate U 5.6 ~g/Kg-dry n-Propylbenzene U 5.6 pg/Kg-d~ a-Xylene U 5.8 IJg/Kg-dry p-Diethylbenzene LI 5.8 ~Jg/Kg-dry p-Ethyltaluene U 5.8 IJg/Kg-dry sec-Buybenzene U 5.8 ~Jg/Kg-dry S~rene U 6.8 {Jg/Kg-dpj t-Butyl alcohol U 5.6 pglKg-dPj tert-Butylbenzene U 5.8 pglKg4fry Tetrachlomethene U 5.8 pg/Kg~ry Toluene U 5.8 I~g/Kg-d~J frans-1,2-Dichloroethene U 5.8 IJg/Kg-dry Ira ns-l,3-D[chlorop rope ne U 5.8 ~Jg/Kgq:lry Tdchloroethene U 5.8 pg/Kg.dry Tflchloraflceromethane U 5.8 HglKg-dry Vinyl acetate U 5.0 IJg/Kg-dPJ Vinyl chloride U 5.6 I~g/Kg-dry Sure 4-Bromafluorobenzene 103 61-133 %REC Sum Dibromol]uaramethane 114 61-130 °AREC Surf: Toluene-dB 97.4 57-131 %REC DF Date Analyzed Analyst: LDS 3/21/2007 6:56:00 PM 3~2112007 6:56:00 PM 3/21/2607 6:56:00 PM 3/21/2007 6:56:00 PM 3/2112007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2067 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/2112007 6:56;00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM 312112007 6:56:00 PM 3/21/2007 6:56:00 PM 3/2112007 6:56:00 PM 3/21/2007 6:511:00 PM 3/21/2007 6:55:00 PM 3/21/2007 6:56:00 PM 3121/2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2607 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/~007 6:56:00 PM 3/21/2007 6:50:00 PM 3/21/2007 6:56:00 PM 3/2112007 6:56:00 PM 3/2112007 6:56:00 PM 3/21/2007 6:56;00 PM 3/21/2007 6:56:00 PM 3/2112007 6:56:00 PM 3/21/2007 6:56:00 PM 3121/2007 6:56:00 PM 3/2112007 6:56:00 PM 3121/2007 6:56:00 PM 3/21t2007 6:56:00 PM 3/21/2007 6:56:00 PM 3/21/2007 6:56:00 PM · · · · · · Qualifiers: B Analyte detected in the associated Metlmd Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound wm analyzed for but not deteete E Value above quantilation range J Analyle detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 20 ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 2 [7.5-10'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 1:15:00 PM Lab ID: 0703166 05A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed MERCURY Mercury PERCENT MOISTURE Percent Moisture TARGET ANALYTE LIST METALS Aluminum Antimony Amenic Badum Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Nickel Potassium Selenium Silver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Trlchlorobenzene 1,2-Dichlorobenzene 1,3~DichJorobenzene 1,4-Dichlorobenzene 2,4,5-Trichlomphenol 2,4,~-Trichlorophenol 2,4-Dichlompheno[ 2,4-Dimethylphenol 2,4-Dinilrophenol 2,4-Dinilmtoluene 2,6-Dini[mtoluene SW747'113 SW747'1B 0.0133 0.0102 mg/Kg-dry D2216 14.9 0 wt% SW601 OB SW3050A 56800 4.65 rog/Kg-dry U 0.581 rog/Kg-dry 1.28 0.561 rog/Kg-dry 44.8 0.465 mg/Kg-dry U 0.465 rog/Kg-dry U 0.232 rog/Kg-dry 272 0,581 rog/Kg-dry 14.3 0.465 rog/Kg*dry U 0.465 rog/Kg-dry 6.52 0,465 mglKg-dPJ 4610 0.465 mg/Kg.dry 6.66 0.349 mglKg-dry 1810 0,465 rog/Kg-dry 124 0.465 mg/Kg-d~J 8,90 0.465 rog/Kg-dry 1180 2.32 rog/Kg-dry U 0.581 mg/Kg~ry U 0.465 rog/Kg-dry 160 1.39 rog/Kg-dry U 0.465 rog/Kg-dry 22.9 0.465 mg/Kg-dry 24.8 0.465 mglKg-dry SW8270D SW35§0A U 140 Ng/Kg~ry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 !Jg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg-dry U 140 pg/Kg~iry B Analyle detcclcd in thc associated Metbod Blank Analyst: WN 312312007 1:33:52 PM Analyst: CM 3/22/2007 Analyst: JP 10 3/23/2007 3:00:26 PM 3t23/20D7 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3~23~2007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3/2312007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3123/2007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM 312312007 2:24:33 PM 3/23/2007 2:24:33 PM 3/23/2007 2:24:33 PM Analyst: PT 3/23/2007 6:54:00 PM 3/23/2007 6:54:00 PM 3123/2007 6:54:00 PM 3/23/2007 6:54:00 PM 3/23/2007 6:54:00 PM 3/23/2007 6:54:00 PM 3/23/2007 6:54:00 PM 3/23/2007 6:54:00 PM 3/23/2007 6:54:00 PM 3123/2007 6:54:00 PM 3123/2007 6:54:00 PM E Value above quantitation range Qualifiers: H ilolding times £or preparation or analysis exceeded ND Not Detecled at the Repoaing Limit U Indicalcs thc compound was analyzed for but not demcte J Analytc detected below quantitation limits S Spike Recovery outside accepted recovcrg limits X Value exceeds Maximum Contaminant Level Page 21 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 2 [7.5-10'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 1:15:00 PM Lab ID: 0703166-05A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82700 SW3550A Analyst: PT 2-Chloronaphthalene U 140 pg/Kg-dry I 3/23/2007 6:54:00 PM 2-Chlorophenol U 140 pg/Kg-dry I 3/2312007 6:54:00 PM 2-Methylnaphthalene U 140 pg/Kg-dry I 3/23/2007 6:54:00 PM 2-Methylphenol U 140 pg/Kg-d,7 I 3/23/2007 6:54:00 PM 2-Nitroaniline U 140 pg/Kg-dn/ 1 312312007 6:54:00 PM 2-Nitmphenol U 140 pg/Kg..dry I 3123/2007 6:54:00 PM 3,3'-Dichlombenzidine U 140 pglKg~ry 1 3/23/2007 6:54:00 PM 3+4-Methylphenol U 140 pg/Kg-d[y 1 3/23/2007 6:54:00 PM 3-Nitroaniline U 140 pg/Kg..dpJ I 3/23/2007 6:54:00 PM 4,6-Dinitro-2-methylphenol U 140 pg/Kg.dry I 312312007 6:54:00 PM 4-Bromophenyl phenyl ether U 140 pg/Kg-dry 1 3123/2007 6:54:00 PM 4-Chloro-3-methy~phenol U 140 pg/Kg-dry 1 3/23/2007 6:54:00 PM 4-Chloroaniline U 140 pg/Kg-dG, 1 3/23/2007 6:54:00 PM 4-Chlarophenyl phenyl ether U 140 pg/Kg-dry I 3/23/2007 6:54:00 PM 4-Nitroaniline U 140 Fg/Kg-d~/ 1 3/23/2007 6:54:00 PM 4-Nitrophenol U 180 pg/Kg-dry 1 3/2312007 6:54:60 PM Acenaphthene U 140 pg/Kg-dry I 3/23/2007 6:54:00 PM Acenaphthylene U 140 pg/Kg.dry I 3/23/2007 6:54:00 PM Aniline U 140 pg/Kg-dPJ I 3/23/2007' 6:54:00 PM Anthracene U 140 pg/Kg-dry I 3/23/2007 6:54:00 PM Azobenzene U 140 pglKg-dry I 3/23/2007 6:54:00 PM Benzldine U 140 pg/Kg~y I 3/23/2067 6:54:00 PM Benzo(a) anthracene U 140 pg/Kg-dry 1 3/23/2007 6:54:00 PM Benzo(a)pyrane U 140 pg/Kg*d~ 1 3/23/2007 6:54:00 PM Benzo(b)fluoranthene U 140 pg/Kg-dry 1 3/23/2007 6:54:00 PM Benzo(g,h,i)perylene U 140 pg/Kg-d~y I 3/2312007 6:54:00 PM Benzo(k)fluoranthene U 140 pg/Kg~ry I 3/23/2007 6:54:00 PM Benzoic acid U 140 pg/Kg-d~y I 3/2312007 6:54:00 PM Benzyl alcohol U 140 pg/Kg-dry I 3/23/2007 6;54:00 PM Bis(2-chlomethoxy)methane U 140 pg/Kg-d~y 1 3/23/2007 6:54:00 PM Bis(2-chloroethyl)ether U 140 pg/Kg.dry I 3/23/2007 6:54:00 PM Bis(2*chloroisopmpyl)ether U 140 pg/Kg-d,7 I 3/23/2007 6:54:00 PM Bis(2-ethylhexyl)phthalate U 140 pg/Kg-dq,, 1 3/23/2007 6:54:00 PM Butyl benzyl phthalate U 140 Hg/Kg-dry 1 312312007 6:54:00 PM Carbazole U 140 IJg/Kg-dry I 3/23/2007 6:54:00 PM Chrysene U 140 pg/Kg-dry 1 3/23/2007 6:54:00 PM Dibenzo(a,h)anthracene U 140 IJg/Kg-d~y 1 3/23/2007 6:54:00 PM Dibenzofuran U 140 .ug/Kg-dry I 3/23/2007 6:54:00 PM Diethyl phthalate U 140 IJg/Kg-d~y 1 3/2312007 6:54;00 PM · · · · · · Qualifiers: B Analylc detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecto E Value above quantitatlon range J Analyt¢ detected below quantltation limits S Spike Recovery outside accepted recove[7 limits X Value exceeds Maximum Contaminant Level Page 22 of 70 American Analytical Laboratories, LLC. Date: 2&Mar-OZ CLIENT: P.W. Grosset Consulting Client Sample ID: No. 2 [7.5-I0'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3~0/2007 1:15:00 PM Lab ID: 0703166~05A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 Dimethyl phthaiate Di-n-butyl phthalale Di-n-octyl phthalate Flanranthene Fluorene Hexachlorobenzune Hexachlarobutadiene HexacMurocyclepent adiene Hexachloroethane ladean(1,2,3-c,d)pyrene Isophorone Naphthalene Nitrobenzene N-Nitrosedirn et hylarnine N-Nit rosodi-n-propylamine N-Nit rosodiphenylamine Pentachlorophenol Phananthrene Phenol Pyrene Pyridlne Sum 2,4,6-Tribromophanol Sum 2-Fluorobiphanyl Suer: 2-Fluorophanol Surr: 4-Te~phenyl-dl 4 Sum Nitrobenzene-d5 Surr: Phenol-d6 VOLATILE SW-846 METHOD 8260 1,1,1,2-Tetrachlaroethane 1,1,1 -Trichlo roeth ane 1,1,2,2-Tetrachtoroethane 1,1,2-Trichlero-l,2,2-trlfluoroethane 1,1,2-Trichleroathane 1,1 -Dichloroethane 1,1 -Dichloroelhene 1,1 -Dichloropropene 1,2,3-Trichloroba nzene 1,2,3-Trichlo ropropane 1,2,4,5-Tetramet hylbe nzene SW82700 SW35§0A Analyst: PT U 140 pg/Kg-dry 1 3/23/2007 6:54:00 PM U 140 pg/Kg-dry 1 3/23/2007 6:54:00 PM U 140 pg/Kg-dry 1 3123/2007 6:54:00 PM U 140 pg/Kg-dry 1 3/2312007 6:54:00 PM U 140 pglKg-dry 1 3/23/2007 6:54:00 PM U 140 pg/Kg-d~, 1 3/23/2007 6:54:00 PM U 140 pg/Kg-dry 1 3/23/2007 6:64:00 PM U 180 pg/Kg-dry 1 3/23/2007 6:54:00 PM U 140 pg/Kg-dry 1 3/23/2007 6;54:00 PM U 140 pg/Kg-dry 1 3/23/2007 6:54:00 PM U 140 gg/Kg-dry I 3/23/2007 6:54:00 PM U 140 pg/Kg-d~j 1 3/23t2007 6:54:00 PM U 140 IJg/Kg-d~ 1 3/23/2007 5:54:00 PM U 140 pglKg-dry I 3/23/2007 6:54:00 PM U 140 I~glKg-dry 1 3/23/2007 6:54:00 PM U 140 ~ug/Kg-dPJ I 3/23t2007 6:54:00 PM U 180 IJglKg-dry 1 3/23/2007 5:54:09 PM U 140 pglKg<try I 3/23/2007 6:54:00 PM U 140 pglKg-dry I 3t23/2007 6:54:00 PM U 140 pg/Kg-do/ 1 3/23/2007 8:54:00 PM U 140 I~g/Kg-dry 1 3/23/2007 6:54;00 PM 66.1 22-124 %REC 1 3/23/2007 6:54:00 PM 69.7 27-119 %REC 1 3/23/2007 6:54:00 PM 89.0 21-123 %REC 1 3/23/2007 6:54:00 PM 69.5 28-126 %REC I 3/23/2007 6:54:00 PM 52.4 21-118 %REC 1 3/2312007 6:54:00 PM 85.6 18-129 %REC 1 3/23/2007 6:54:00 PM SW8260B Anarysl: LDS U 5.8 pg/Kg.dty 1 3/21/2007 7:44:00 PM U 5.8 ~Jg/Kg-d~J 1 3/21/2007 7:44:00 PM U 5.8 pg/Kg-dry I 3121/2007 7:44:00 PM U 5.8 pgtKg-dry 1 3/21/2007 7:44:00 PM U 5,8 pg/Kg-dry 1 3/2112007 7:44:00 PM U 5.8 pg/Kg~y I 3/2112007 7:44:00 PM U 5.8 IJgJKg-d~y 1 3/21/2007 7:44:00 PM U 5.8 pg/Kg-d~y 1 3/21/2007 7:44:00 PM U 5.8 pg/Kg-dry 1 3~2112007 7:44:00 PM U 5.8 pg/Kg.-d[y 1 3/21/2007 7:44:00 PM U 5.8 pg/Kgq:lry 1 3/21/2007 7:44:00 PM Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Repoathg Limit lJ Indicates the compound was analyzed for but not detecte E Value above quantitatiot~ range J Analyte detected below quantitation limits S Spike RecoveD' outside accepted recovery limits X Value exceeds M~ximum Contaminant Level Page 23 o£70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. GrosserConsult~g 0703166 Moores Lane Greenpon, N.Y. 0703166-05A Client Sample ID: Tag Number: Collection Date: Matrix: No. 2 [7.5-I0'] 3/20/2007 1:15:00 PM SOIL Analyses Result Limit Qual Units DF VOLATILE SW-846 METHOD 8260 SW82600 1,2,4-Trlchlorobenzene U 5.8 1,2,4-Trlroelhylbenzene U 5.8 1,2-Dibrooroo-3-chlo ropropane U 5.8 1,2-Dibrorooethane U 5.6 1,2-Dichlorobenzene U 5.8 1,2-Dichlorcethane U 5.8 1,2-Dichloropropane U 5.8 1,3.5-Triroethylbenzene U 5.8 1,3-Dichlorobenzene U 5.8 1,3~ichloropropane U 5.8 1,4-Dichlorobenzene U 2,2-Dichloropropane U 5.8 2-Butanone U 5.8 2-Chloroethyl vinyl ether U 5.8 2-Chlorotoluene U 5.8 2-Hexanone U 5.8 2-Propanol U 50 4-Chlorotoluene U 5.8 4-1sopropyRoluene U 5.0 4-Meihyl-2-pentanone U 5.8 Acetone U 5.8 Acrelein U 29 Acrylonitrile U 5.8 Benzene U 5.8 Bromobenzene U 5.8 Broomochlororoethane U 5.0 Bromodichloromethane U 5.B Brorooforro U 5.8 Brooroomethane U 5.8 Carbon disulfide U 5.8 Carbon tetrachloride U 5.8 Chlorobenzene U 5.8 Chlorodifluoromethane U 5.8 Chloroethane U Chloroforro U 5.0 Chloromethane U cis-1,2-Dichioroethene U 5.8 cis-1,3-Dichloropropene U 5.8 Dibromochlororoethane U 5.8 pg/Kg-dry 1 pg/Kg~ry 1 pgJKg-dry 1 ugtKg-dly 1 pglKg-dry 1 pg/Kg-dry 1 pgtKg-dP/ 1 pglKg-dry 1 pg/Kg.,d~y 1 gg/Kg-dry 1 ggtKg-d~ 1 IJg/Kg-dry 1 pglKg-dry 1 pg/Kg<hy 1 pg/Kg-dry 1 pglKg~dry 1 pg/Kg-dry 1 pg/K§-dry 1 IJg/Kg~ry 1 ~g/Kg-dry 1 pglKg-dry 1 pglKg-dry 1 pglKg-doJ 1 pg/Kg-d[y 1 gg/Kg-dty 1 ge/Kg-dry 1 ge/Kg-dry 1 ~Jg/Kg-dPJ 1 pg/Kg~ry 1 pg/Kg~ry 1 pglKg-dry 1 pg/Kg-d~7 1 pg/Kg~lry 1 pg/Kg-dry 1 pg/Kg-dry 1 pg/Kg-dP/ 1 pg/Kg-dry 1 pglKg-dry 1 pglKg-dry I Date Analyzed Analyst: LDS 3/21/2007 7:44;00 PM 312112007 7:44:00 PM 3/2112007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3121/2007 7:44:00 PM 3/2112007 7:44:00 PM 3/21/2007 7:44:00 PM 312112007 7:44:00 PM 3/2112007 7:44:00 PM 3/21/2007 7:44:00 PM 3/2112007 7;44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/2112007 7:44:00 PM 3/21/2007 7:44:(30 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/2t/2007 7:44:00 PM 3/2112007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:0{3 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44;00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:(30 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM 3/21/2007 7:44:00 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range 1,1 Holding times for preparation or analysis exceeded ND Not Detected at Ibc Reporting Limit U Indicates file compound was analyzed for but not detecte J Analyle detected below quantitation limil~ S Spike Recovery outside accepted recovery limils X Value exceeds Maximum Contaminant Level Page 24 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 2 [7.5-10'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 1:15:00 PM Lab ID: 0703166-05A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW82609 Analyst: LDS Dibmmomethane U 5.8 JJg/Kg-dry 1 3/21/2007 7:44:00 PM Dichlorodifluoramethane U 5.8 pg/Kg-dry 1 3/21/2007 7:44:00 PM Diisopropyl ether U 5.8 pglKg-dry 1 3/21/2007 7:44:00 PM Ethanol U 29 pg/Kg-dry 1 3/2t/2007 7:44:00 PM Ethyl acetate U 5.6 ~Jg/Kg-dPJ 1 3/21/2007 7:44;00 PM Ethyrbenzene U 5.8 pg/Kg-dp/ 1 3121/2007 7:44:00 PM Freon-114 U 5.8 IJg/Kg-dpJ 1 3/21/2007 7:44;00 PM Hexachlorobutadiene LI 5.8 IJglKg-d~J 1 3/21/2007 7:44:00 PM Isopropyl acetate U 5.8 He/Kg-dry 1 3/21/2007 7;44:00 PM Isoprapytbenzene U 5.8 ~JgtKg-dnJ 1 3/21/2007 7:44:00 PM m,p-Xylene U 12 pg/Kg-d~y 1 3/21t2007 7:44:00 PM Methyl tart-butyl ether U 5.8 pg/Kg-dry I 3/21/~007 7:44:00 PM Methylene chloride U 5.3 tie/Kg-dry 1 3/21/2007 7:44:00 PM n-Amyl acetate U 5.8 pglKg-dry 1 3/21/2007 7:44:00 PM Naphthalene U 5.8 pg/Kg-d~J 1 312112007 7:44:00 PM n-Butyl acetate U 5.8 pglKg-dry 1 3/2112007 7:44:00 PM n-Butylbeezene U 5.8 pg/Kg~lP/ 1 3/2t/2007 7;44:00 PM n-Propyi acetate U 5.8 IJglKg-dry 1 3/2tl2007 7:44:00 PM n-Propylbenzene U 5.8 IJg/Kg-dry I 3/21/2007 7:44:00 PM o-Xylene U 5.8 IJg/Kg-dry I 3/2112007 7:44:00 PM p-Diethylbenzene U 5.8 pg/Kg-d~y 1 3/2112007 7:44:00 PM p-EthyRoluene U 5.8 ug/Kg-dry 1 3/2112007 7:44:00 PM sec-Butythenzene U 5.8 pg/Kg-dry 1 3/21t2007 7:44:00 PM Styrene U 5.8 IJg/Kg-d~ 1 312112007 7:44:00 PM t-Butyl alcohol U 5.8 pB/Kg~P~ 1 3/21/2007 7;44:00 PM tert-Butylbenzene U 5.8 pglKg-d~y 1 3/21/2007 7:44:00 PM Tetrachiorcethene U 5.8 pgtKg-dry 1 3/21/2007 7:44:00 PM Toluene U 5.8 IJg/Kg-d~' 1 3/2112007 7:44;00 PM trans-l,2-Dichloroethene U 5.8 IJgtKg-d~/ 1 3/21/2007 7:44:00 PM trans-l,3-Dichloropropene U 5.8 pg/Kg-dry 1 3/21/2007 7:44:00 PM Trichloroethene U 5.8 Ne/Kg-dry 1 3/21/2007 7:44:00 PM Trichlorofluommethane U 5.8 pg/Kg-dp/ 1 3/21/2007 7:44:00 PM Vinyl acetate U 5.8 IJg/Kg-dry I 3/21/2007 7:44:00 PM Vinyl chlodde U 5.8 pg/Kg-dry 1 3/2112007 7:44:00 PM Sum 4-Bmmofluorobenzene 97.8 61-133 %REC 1 3/21/2007 7:44:00 PM Sum Dibromofiuaromethane 113 61-139 %REC 1 3/21/2007 7:44:00 PM Surr: Toluene-d5 96.5 57-131 %REC 1 3121/2007 7:44:00 PM Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U tndicates fllc compound was analyzed for but not detecto E Value above quantilat/on range J Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Comaminant Level Page 25 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-O7 CLIENT: P.W. Grosset Consulting Client SamplelD: No. 1 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenpon, N.Y. Collection Date: 3/20/2007 2:14:00 PM Lab 1D: 0703166-06A Matrix: SOIL AnaLyses Result Limit Qual Units DF Date Analyzed MERCURY Mercury PERCENT MOISTURE Percent Moisture TARGET ANALYTE LIST METALS Aluminum Antimony Arsenic Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Nickel Potassium Selenium Sliver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Tdchlombenzece 1,2-Dichlombenzene 1,3-Dichlorobenzene 1,4-Dichlombenzene 2,4,5-Trichlorophenol 2,4,6-Tfichlomphenol 2.4-Dichtorophenol 2,4-Dimethylphenol 2,4-Dlnitmphenol 2,4-Dinitmtoluene 2,5-Oinitrotaluene SW7471 B SW7471 B Analyst: WN U 0.0106 mglKg-dry I 3t23/2007 1:36:45 PM D2216 Artalyst: CM 8.11 0 wt% 1 3/23/2007 SW6010B SW3050A Analyst: JP 2200 0,428 rog/Kg-dry I 3/2312007 2:27:48 PM 0.674 0.536 rog/Kg-dry I 3/2312007 2:27:48 PM 2.13 0.536 rog/Kg-dry 1 312312007 2:27:48 PM 8.33 0.428 rog/Kg-dry I 3/23/2007 2:27:48 PM U 0,428 rog/Kg.dry 1 3/23/2007 2:27:48 PM 0.378 0.214 rog/Kg-dry 1 3/23/2007 2:27:48 PM 99.7 0.536 mglKg~dry I 312312007 2:27:48 PM 17.0 0.428 rog/Kg*dry 1 3t23/2007 2:27:48 PM 1.01 0,428 rog/Kg-dry 1 3/2312007 2:27:45 PM 4.73 0,428 mg/Kg-dry I 3/23/2007 2:27:48 PM 9330 4.28 rog/Kg-dry 10 3/23/2007 3:08:21 PM 13.4 0.321 mg/Kg~dry 1 3/23/2007 2:27:48 PM 338 0,428 mglKg-dry I 3/23/2007 2:27:48 PM 69.7 0.428 rog/Kg-dry I 3/23/2007 2:27:48 PM 3.79 0.428 mg/Kg-dry 1 3/23/2007 2:27:48 PM 341 2.14 rog/Kg-dry 1 3/23/2007 2:27:48 PM U 0.538 rog/Kg-dry 1 3/23/2007 2:27:48 PM U 0.428 mglKg-dry 1 3/23/2007 2:27:48 PM 118 1.28 rog/Kg-dry 1 3/23/2007 2;27:48 PM U 0.428 mglKg-dry I 3/23/2007 2:27:48 PM 5.73 0.428 mglKg~dry 1 3/23/2007 2:27:48 PM 14,0 0,428 mg/Kg-<lry 1 3/23/2007 2:27:48 PM SW8270D SW3550A Analyst: PT U 130 IJg/Kg-dry 1 3/23/2007 7:22:00 PM U 130 pglKg-dry 1 3/23/2007 7:22:00 PM U 130 I~g/Kg-dry 1 3/23/2007 7:22:00 PM U 130 pglKg-dry 1 3/23/2007 7:22:00 PM U 130 pg/Kg-dry 1 3/23/2007 7:22:00 PM U 130 ~JglKg~ry 1 3/23/2007 7:22:00 PM U 130 pg/Kg-dry 1 312312007 7:22:00 PM U 130 pglKg-d~y I 3/23/2007 7:22:00 PM U 130 pglKg-dry I 3~23~2007 7:22:00 PM U 130 pg/Kg~ry 1 3/23/2007 7:22:00 PM U 130 pg/Kg-dry 1 3123/2007 7:22:00 PM · · · · · Qualifiers: 6 Analyte dctectcrJ in die associated Mefltod Blank Holding times lbr preparation or analysis exceeded ND Not Detected at the Reporting Limit U [ndlcates the compound was analyzed for bul not detecte E Value above quantitation range J Analyte detected below quantitatJon limi'~ S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 26 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosset Consulting 0703166 Moores Lane Greenport, N.Y. 0703166-06A Client Sample ID: Tag Number: Collection Date: Matrix: No. 1 [10-12.5'] 3/20/2007 2:14:00 PM SOIL Analyses Result Limit Qual Units SEMIVOLATILE SW-846 METHOD 8270 SW8270D 2-Chloronaphthalene U 130 2-Chlorophenor U 130 2-Methylnaphthalene U 130 2-Methyiphenol U 130 2-Nitroaniline U 130 2-Nitrcphenol U 130 3,3'-Dlchlorobenzidine U 130 3+4-Methylphenol U 130 3-Nitroaniline U 130 4,6-Dinit ro-2-methylphenol U 130 4-Brnmophanyl phenyl ether U 130 4-Chroro-3-methylphenol U 130 4-Chloroaniline U 130 4-Chlorophenyl phenyl ether U 130 4-Nitroaniline U 130 4-Nitrophenol U 160 Acenaph[hene U 130 Acenaphthylene U 130 Aniline U 130 Anthracene U 130 Azobenzene U 130 Benzidine U 130 Benzo(a)anthracene U 130 Benzo(a)pyrene U 130 Benzo(b)l~uoranthene U t 30 Benzo(g,h,i)perjrene U 130 Benzo(k)fluoranthene U 130 Benzoic acid U 130 Benzyl alcohol U 130 B[s(2-chloroet h oxy)meth a ne U 130 Bis(2-chloroet hyl)ether U 130 Bis(2-ch]o roisopropyl)et her U 130 Bis(2-ethylhexyl)phthalate U 130 Butyl benzyl phthalate U 130 Carbazole U 130 Chrysene U 130 DIbenzo(a,h)a nth race ne U 130 Dibenzofuran U 130 Diethyl phthalate U 130 Qualifiers: B Analyte detected in the associated Method Blank DF Date Analyzed SW3550A pg/Kg-dry 1 pgfKg-dry 1 I~g/Kg-dry 1 IJg/Kg-dry 1 pglKg-d~ 1 pglKg-d~J pglKg.dry 1 I~g/Kg~r/ 1 Fg/Kg-dry 1 pglKg-dry 1 IJg/Kg~dry 1 pg/Kg-dw 1 pg/Kg-dry 1 IJglKg-dr/ 1 I.IglKg-d ry 1 pg/Kg-dry 1 gg/Kg~dry 1 pg/Kg-d~J 1 !JglKg-drj 1 ~g/Kg-d~y 1 IJg/Kg-dPJ 1 IJg/Kg-dry 1 pg/Kg~ry 1 pg/Kg~rJ 1 ug/Kg-dry 1 ug/Kg-dry t pg/Kg-d~y 1 pg/Kg-d~y 1 pg/Kg-dry 1 I~g/Kg~ry 1 .ug/Kg~ry 1 pg/Kg-dry 1 IJg/Kg-dry 1 pg/Kg~rj 1 ~g/Kg-dry I pglKg-dl7 1 ug/Kg-dry 1 pg/Kg.dry 1 pg/Kg-dry 1 Analyst: PT 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3123/2007 7:22:00 PM 3123/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3~23~2007 7:22:00 PM 3/2312007 7:22:00 PM 3~23~2007 7:22:00 PM 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3t23/2007 7:22;00 PM 3/23/2007 7:22:00 PM 3/2312007 7:22;00 PM 3/2312007 7:22:00 PM 312312007 7:22:00 PM 3/2312007 7:22:00 PM 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3/23/2007 7:22:00 PM 3/2312007 7:22:00 PM 3/23/2007 7:22:00 PM 312312007 7:22:00 PM 3~23~2007 7:22:00 PM 312312007 7:22:00 PM 312312007 7;22:00 PM 3~23~2007 7:22:00 PM 3~23~2007 7:22:00 PM 312312007 7:22;00 PM 312312007 7:22:00 PM 3/23/2007 7:22:00 PM 3~23~2007 7:22:00 PM 3123/2007 7:22:00 PM 3/23/2007 7:22:00 PM E Value above quantJtation rmage H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecte J Analyle detectcd below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds M~zximum Contaminant Level Page 27 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample 1D: No. 1 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 2:14:00 PM Lab ID: 0703166-06A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW..846 METHOD 8270 SW8270D SW3550A Analyst: PT Dimethyl phlhalate U 130 FglKg-d~y I 3123/2007 7:22:00 PM Di-n-butyl phthalate U 130 ~JglKg-dpj 1 3123/2007 7:22:90 PM Di-n-octyl phthalate U 130 1~9/Kg-dry 1 3/23/2007 7:22:00 PM Fluoranthene U 130 gg/K§~ry 1 3/23/2007 7:22:00 PM Fluomne U 130 HglKg~ry 1 3/23/2007 7:22:00 PM Hexachlorobertzene U 130 gg/Kg-dry 1 3123/2007 7:22:00 PM Hexachlorobutad[eno U 130 pglKg-dry 1 3~23~2007 7:22:00 PM Hexachlorocyclopentadlene U 160 t~glKg~lry 1 3/23/2007 7:22:00 PM Hexachloroethane U 130 ~JglKg-dry 1 3/23/2007 7:22:00 PM Indeno(1,2,3-c,d)pyrene U 130 ug/Kg-dnj 1 3/23/2007 7:22:00 PM Isophorone U 13~3 IJglKg-dry 1 3/23/2007 7:22:00 PM Naphthalene U 130 ug/Kg-dry 1 3/2312007 7:22:00 PM Nitrobenzene U 130 pglKg-dry 1 3/3312007 7:22:00 PM N-Nitrosodimethylamine U 13{3 pglKg-d~J 1 3/23/2007 7:22:00 PM N-Nitrosodi-n-propylamine U 130 pg/Kg-dry 1 3/23/2007 7:22:00 PM N-Nitrosodiphenylarnine U 130 pgtKg-d~j 1 3/23/2007 7:22:00 PM Pentachlorophenol U 160 pg/Kg-dry I 3/23/2007 7:22;00 PM Phenanthrene U 130 pg/Kg-dry 1 3/23/2007 7:22:130 PM Phenol U 130 pglKg-dry 1 3/23/20137 7:22:00 PM Pymne U 130 pglKg-dry I 3123/2007 7:22:90 PM Pyridine U 130 pg/Kg-d~j 1 3/23/2007 7:22:00 PM Sun; 2,4,6-Tribromophenol 47. I 22-124 %REC 1 3/23/2007 7:22:00 PM Surf: 2-Fluorobiphenyl 75.4 27-119 %REC 1 3123/2007 7:22:00 PM Surf: 2-Fluorophenol 89.1 21-123 %REC 1 3/23/2007 7:22:00 PM Sum 4-Terphenyl-d14 74.6 28-126 %REC 1 3/23/2007 7:22:00 PM Surr: Nitrobenzene-d5 64.9 21-118 %REC 1 3/23/2007 7:22:00 PM SUIT: Phenol-d6 92.2 18-129 %REC 1 3/23/2007 7:22:00 PM VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS 1,1,1,2-Tetrachloroethane U 5B pg/Kg-dPj I 3/21/2007 8:31:00 PM 1,1,1-Trichloroethane U 5.8 pg/Kg-d~y 1 3/21/2007 8:31:00 PM 1 ,l,2,2-Tetrach[[3roethane U 5.8 pglKg~:hy 1 3/21/2007 8:31:00 PM 1,1,2-Trichlorc,-1,2,2-trifluoroethane U 5.8 pg/Kg-d~y I 3/21/2007 8:31:00 PM 1 ,l,2-Trlchloroethane U 5.8 g91Kg-dry 1 3/21/2007 8:31:00 PM 1,1-Dichloroethane U 5.8 pgfKg-dry 1 3121/2007 8:31:00 PM l.l-Dichloroethene U 5.0 pg/Kg-dp/ I 3/21/2007 8:31:00 PM 1,1-Dichloropropene U 5.0 pg/Kg-dry 1 3/21/2007 8:31:00 PM 1,2,3-Tdchlorobenzene U 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM 1,2,3-Trichtoropropane U 5.8 pg/Kg~lP/ 1 3~21/2007 8:31:00 PM 1,2,4,5-Tel ra met hylbenzene U 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM · · · · · Qualifiers: B Analytc detected in file associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporling Limit U Indicates the compound was analyzed for but not detecto E Value above quantltation range J Analyle detected below quantitation limits S Spike Recove[y outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 28 of 70 American Analytical Laboratories, LLC. Date: 28-1Vier-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosset Consult~g 0703166 Moores Lane Greenpo~, N.Y. 0703166-06A Client Sample ID: Tag Number: Collection Date: Matrix: No. 1 [I0-12.5'] 3/20/2007 2:14:00 PM SOIL Analyses Resnlt VOLATILE $W-846 METHOD 8260 1,2,4-Trichlo robe nzene U 1,2,4-Trimet hylbenze ne U 1,2-Dibromo-3-chlo ropropane U 1,2-Dibromoethane U 1,2-D[chlombenzene U 1,2-Dichloroethane U 1.2-Dichloropropane U t ,3,5-Trimet hylbe nzene U 1,3-Dichlombenzene U 1.3-dichloropropane U 1,4-Dichlorobenzene U 2,2-Dichloropropane U 2-Butanone U 2-Chloroethyl vinyl elher U 2-Chlorotoluene U 2-Hexanone U 2-Propanol U 4-Chlorotoluene U 4-1sopmpyltoluene U 4-Methyl-2-pentanone U Acetone U Acrolein U AcrylonitriJe U Benzene U Bromebenzene U Brornochloromethane U Bromodichloromethane U Bromoform U Bromomethane U Carbon disulfide U Carbon tetrachloride U Chlorobenzene U Chlorodifluommethane U Chloroethane U Chloroform U Chloromethane U cis-1,2-Dichloroethene U cis-1,3-Dichloropropene U Dibromochloromethane U Limit Qual Units DF Date Analyzed SW8260B Analyst: LDS 5.8 i~g/Kg-dry I 3/21/2007 8:31:0D PM 5.8 pglKg-dry I 3/21/2007 8:31:00 PM 5.8 pglKg-dry 1 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry 1 312112007 8:31:00 PM 5.8 ]Jg/Kg-dry I 3/21/2007 8:31:00 PM 5.8, pg/Kg-dry 1 3/2112007 8;31:00 PM 5.8 lag/Kg-dp/ I 3/21/2007 8:31:00 PM 5.8 lag/Kg-d~, 1 3121/2007 8:31:00 PM 5.8 pg/Kg-dry I 3/21/2007 8:31;00 PM 5.8 I~g/Kg-d~/ 1 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM 5.8 gg/K§-dry 1 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry I 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry I 3/21/2007 8:31:00 PM 5.8 Fg/Kg-dry I 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry I 312112007 8:31:00 PM 58 lag/Kg-dry I 3/21/2007 8:31:00 PM 5.8 lag/Kg-dry I 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry I 3121/2007 8:31:00 PM 5.8 lag/Kg-dry 1 3/21/2007 8:31:00 PM 5.8 lag/Kg.dry I 3/21/2007 8:31:00 PM 29 lag/Kg-d~y 1 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry I 3121/2007 8:31:00 PM 5. ti pg/Kg-dry I 3/21/2007 ti:31:00 PM 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM 5.8 I~glKg-dry 1 3/2112007 8:31:00 PM 5.8 IJg/Kg-dry I 312112007 8:31:00 PM 5.8 lag/Kg-dry 1 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM 5.8 pg/Kg.dry 1 3/2112007 8:31:00 PM 5.8 lag/Kg-dry I 3/21/2007 8:31:00 PM 5.8 lag/Kg-dry 1 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM 5.8 pg/Kg-dry 1 3/21/2807 8:31:00 PM 5,8 lag/Kg-dry I 3121/2007 8:31:00 PM 5.8 lag/Kg-dry 1 3/21/2007 8:31:00 PM 5,8 pg/Kg-dry 1 3/21/2007 8:31:00 PM 5.8 lag/Kg-dr7 1 3/21/2007 8:31:00 PM Qualitiers: B Analyte detected in the associated Method Blank H Holding times for prepm'atio~ or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecto E Value above quantitatlon range J An a]yl¢ dclccted below quantimlion limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 29 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 1 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 2:14:00 PM Lab 1D: 0703166-06A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW826OB Analyst: LD$ Dibremomethane U 5.8 pg/Kg-dry t 3/21/2007 8:31:00 PM Dichlorodiflueromethane U 5,8 IJg/Kg-dv] I 3/21/2007 8:31:00 PM Diisop~'opyl ether U 5.8 lag/Kg-dry 1 3/21 ~2007 8:31:00 PM Ethanol U 29 lag/Kg-dry 1 3/21/2007 8:31:00 PM Ethyl acetate U 5.8 pg/Kg-dv] 1 312112007 8:31:00 PM Ethylbenzene U 8,8 pg/Kg-dry I 3/21/2007 8:31:00 PM Freon-t 14 U 5.8 lag/Kg-d ry 1 3/21/2007 8,:31:00 PM Hexachlorobutadiene U 5.8 pg/Kg-d~y 1 3/21/2007 8:31:00 PM Isopropyl acetate U 5.8 pg/Kg-dry I 312112007 8:31:00 PM Isopmpylbenzene U 5,8 pg/Kg-dry I 3/2112007 8:31:00 PM m,p-Xylene U 12 pglKg-dry 1 3/21/2007 8:31:00 PM Methyl teA-butyl ether U 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM Methylene chloride U 5.0 pg/Kg-dry I 3/21/2007 8:31:00 PM n-Amyl acetate U 5.8 pglK§-dry I 3/21/2007 8:31:00 PM Naphthalene U 5.8 lag/Kg-dry 1 3121/2007 8:31:00 PM n-Butyl acetate U 5.8 pg/Kg-dry I 3/21/2007 8:31:00 PM n. Butylbenzene U 5.8 pg/Kg-dry 1 3121/2007 8:31:00 PM n-Propyl acetate U 5.8 lag/Kg-dry 1 3/2112007 8:31:00 PM n-Pmpylbenzene U 5.8 pg/Kg~lpJ 1 3/2112007 8:31;00 PM o-Xylene U 5,8 pg/Kg-d~y 1 3/2112007 8:31:00 PM p. Diethylbenzene U 5.8 lag/Kg-dry I 3/21/2007 8:31:00 PM p-Ethygoiuene U 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM sec-Butylbenzene LI 5.8 lag/Kg-dry I 3/21/2007 8:31:00 PM Styrene U 5.8 pg/Kg.dry 1 3/21/2007 8:31:D0 PM t-Butyl alcohol U 5.8 pg/Kg-dry 1 3/21/2007 8:31 ;00 PM tert-Butylbenzene U 5.8 pg/Kg-dry 1 312112007 8:31:00 PM Tetrachlomethene U 5,8 pglKg-dcy 1 3/21/2007 8:31:00 PM Toluene U 5.8 pg/Kg-dry I 3121/2007 8:31:00 PM trans-l,2-Dlchlomethene U 8.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM trans-l,3-Dichloropmpene U 5.8 pg/Kg-dry I 3/21/2007 8:31:90 PM Tdchlomethene U 5,8 pg/Kg-dry 1 3t21/2007 8:31:00 PM Tdchlorofluommethane U 5.8 pg/Kg-.dry I 3/21/2007 8:31:00 PM Vinyl acetate U 5.8 pg/Kg-dry 1 3/21/2007 8:31:00 PM Vinyl chloride U 5.8 pg/Kg-dry 1 3f2112007 8:31:00 PM Sum 4-Bromofluombenzene 98.6 61-133 %REC 1 3/21/2007 8:31:00 PM Sum Dibromofluoromethane 113 61-139 %REC 1 3/21/2007 8:31:00 PM Surf: Toluene-d8 97.5 57-131 %REC 1 3/21/2007 8:31:00 PM · · · · · Qualifiers: B Analyte detected in the associated Method Blmak H Holding times for preparation or analysis exceeded ND Not Detected at thc Reporting Limit U lndicales the compound was analyzed for bat not detecte E Value above quanlitation range J Analyte detected below quantitation limits S Spike Recovery outside accepted recovery ]imiLs X Value exceeds Mzcximum Contaminant Level Page 30 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: Lab ID: 0703166-07A Matrix: No. 6 [10-12.5'] 3/20/2007 2:40:00 PM SO1L Analyses Result Limit Qual Units DF M ERC URY SW7471 B 5W7471 B Mercury U 0.0105 rog/Kg-da/ 1 PERCENT MOISTURE D22'16 Percent Moisture 5.00 0 wi% 1 TARGET ANALYTE LIST METALS SW6010B SW3050A Aluminum 1900 0.410 mglKg.-dry 1 Antimony U 0.512 mg/Kg-dry 1 Arsenic 0.617 0.512 mg/Kg-dry 1 Barium 9.86 0.410 rog/Kg.dry 1 Beryllium U 0.410 mglKg-dry 1 Cadmium U 0.205 rog/Kg-dry Calcium 137 0,512 mg/Kg-dry Chromium 5.70 0.410 rog/Kg-dry Cobalt U 0.410 rog/Kg`dry 1 Copper 4.04 0.410 rog/Kg-dry 1 Iron 3080 0.410 rog/Kg-dry 1 Lead 2.94 0.307 mglKg-dry 1 Magnesium 405 0.410 mg/Kg-dr~ 1 Manganese 79.1 0.410 rog/Kg-dry 1 Nickel 2.64 0.410 rog/Kg`dry Potassium 340 2.05 mg/Kg-d~ 1 Selenium U 0.512 rog/Kg-dry 1 Silver U 0,410 mg/Kg-dry 1 Sodium 38.5 1.23 rog/Kg~dry 1 Thallium U 0.410 mg/Kg-dry 1 Vanadium 7.93 0.410 mglKg-dry 1 Zinc 8.67 0.410 rog/Kg`dry 1 SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3550A 1,2,4-Trichlombenzene U 130 lag/Kg.dPJ 1 1,2-Dichlorobenzene U 130 lag/Kg-dry 1 1,3-Dichlombenzene U 130 laglKg-d~j 1 1,4-Dichlombenzeae U 130 pglKg-dry 1 2,4,5-Tdchlorophanol U 130 pglKg-dry 1 2,4,6-Tdch~orophenol U 130 pg/Kg-dry 1 2,4-Dich}orophenol U 130 pg/Kg-dry 1 2,4-Dimethylphenol U 130 pglKg`dry 1 2,4-Dinltrophenol U 130 lag/Kg-dry 2,4-Dinitrotoluene U 130 lag/Kg-dry 1 2,9-Dinitrotoluene U 130 lag/Kg-dry 1 Date Analyzed Analyst: WN 3/23/2007 1:38:54 PM Analyst: CM 3/22/2007 Analyst: JP 3/23/2007 2:29:49 PM 3/23/2007 2:29;40 PM 3/23/2007 2:29:40 PM 3/23/2007 2:29:49 PM 3/23/2007 2:29:49 PM 3/23/2007 2:29:49 PM 3~23~2007 2:29:49 PM 3/23/2007 2:29:49 PM 3/23/2007 2:29:49 PM 3/23/2007 2:29:49 PM 3/2312007 2:29:49 PM 3/23/2007 2:29:49 PM 3/23/2007 2:29:49 PM 312312007 2:29:49 PM 3~23~2007 2:29:49 PM 3/23/2007 2:29:49 PM 3/23/2007 2:29:49 PM 3/2312007 2:29:49 PM 3/23t2007 2:29:49 PM 3/2312007 2:29:49 PM 3/23/2007 2:29:49 PM 3/2312007 2:29:49 PM Analyst: PT 3/23/2007 7:50:00 PM 3/23/2007 7:50:00 PM 3123/2007 7:50:00 PM 3/23/2007 7:50:00 PM 3~23~2007 7:50:00 PM 3/23/2007 7:50:00 PM 3/23/2007 7:50:00 PM 3/23/2007 7:50:00 PM 3/23/2007 7:50:00 PM 312312007 7:50:00 PM 3/2312007 7:50:00 PM Quulifiers: B Analyte detected in the associated Method Blank Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecte E Value above quantitation range J Analyle detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 31 of 70 American Analytical Laboratories, LLC. Date: 2S-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 6 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 2:40:00 PM Lab ID: 0703166-07A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82700 SW3850A Analyst: PT 2-Chloronaphthalene U 130 !JglKg-dry 1 3/23/2007 7:50:00 PM 2-Chlomphenol U 130 IJg/Kgq:lry t 3/23/2007 7:50:00 PM 2-Methylnaphthalene U 130 pg/K§-d~J I 3/23/2007 7:50:00 PM 2-Methylphenol U 130 I~g/Kg-dry 1 3/23/2007 7:50:00 PM 2-Nitroaniline U 130 IJg/Kg-dr7 I 3/23/2007 7:50:00 PM 2-Nrtropheaol U 130 IJg/Kg~dry I 3/23/2007 7:50:00 PM 3,3'-Dichrombe~lzidine U 130 IJg/Kg-dry 1 3/23/2007 7:50:00 PM 3?4-Methyyhenol U 130 ~Jg/Kg-dry I 3~23~2007 7:50:00 PM 3-Nitroaniline U 130 gg/Kg-dry 1 3~23~2007 7:50;00 PM 4.6-Dinitro-2-methylphenol U 130 Fg/Kg-dry 1 3/23/2007 7:50:00 PM 4-Bmmophenyl phenyl ether U 130 pg/Kg-dry 1 3/23/2007 7:50:00 PM 4-Chloro-3-methylphenol U 130 IJg/Kg-dry 1 312312007 7:50:00 PM 4-Chloroanillne U 130 pg/Kg-dry 1 3/23/2007 7:50:00 PM 4-Chlorophenyl phenyl ether U 130 pg/Kg~pj I 3/23/2007 7:50:00 PM 4-Nilmaniline U 130 I~g/Kg-dry 1 3/23/2007 7:50:00 PM 4-Nitrophenol U 160 Hg/Kg-dry 1 3/23/2007 7:50:00 PM Acenaphthene U 130 IJg/Kg-dry 1 3/23/2007 7:50:00 PM Acenaphthylene U 130 }Jg/Kg-dry 1 3/23/2007 7:50:00 PM Aniline U 130 pg/Kg-d~ 1 3/2312007 7:50:00 PM Anthracene U 130 IJg/Kg-d~y 1 312312007 7:50:00 PM Azobenzene U 130 ~Jg/Kg-dry 1 312312007 7:50:00 PM Benzidine U 130 IJg/Kg-dry 1 3/23/2007 7:50:00 PM Benzo(a)anthracene U 130 pg/Kg-dpJ 1 3/23/2007 7:50:00 PM Benzo(a)pyrene U 130 pg/Kg-d~J I 3/2312007 7:50:00 PM Benze(b)fluoranthene U 130 IJg/K§-dry 1 3/23/2007 7:50:00 PM Benzo(g,h.i)perylene U 130 pg/Kg-d~J 1 3/23/2007 7:50:00 PM Benzo(k)fluoranthene U 130 pglKg-dl¥ I 3/23/2007 7:50:00 PM Benzoic acid U 130 pg/Kg-cl~/ 1 3/2312007 7:50:00 PM Benzyl alcohol U 130 pg/Kg-dry I 3/23/2007 7:50:00 PM Bis(2-chlomethoxy)methane U 130 pg/Kg-dry 1 3/2312007 7:50:00 PM Bis(2-chlomethyl)ether U 130 pg/Kg-d~j I 3/23/2007 7:50:00 PM Bis(2-chlomJsopmpyl)ether U 130 pg/Kg-dry 1 3123/2007 7:50:00 PM Bis(2-ethylhexyl}phthalate U 130 pg/Kg-dPJ 1 3/23/2007 7:50:00 PM Butyl benzyl phthalate U 130 pglKg-dry 1 3/23/2007 7:50:00 PM Carbazole U 130 pg/K§-dry 1 3/23/2007 7:50:00 PM Ch~sene U 130 pg/Kg-dry 1 3/23/2007 7:50:00 PM D[benzo(a,h)anthracene U 13C. pg/Kg-dly 1 3~23~2007 7:50:00 PM Dtbenzofuran U 130 pglKg-d~y I 3/23/2007 7:50:00 PM Diethyl phthalate U 130 pg/Kg-dry 1 3/23/2007 7:50:00 PM · · · · · Qualifiers: B Annlylc detected in the associated Method Blank 1t Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates lite compound was analyzed for but not dctccte Value above quantitation range Analyte detected below quamitation limits Spike Recovery outside accepted recovery limits Value exceeds Maximum Contaminant Level Page 32 of'70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703166 Moores Lane Greenport, N.Y. 0703166-07A Client Sample ID: Tag Number: Collection Date: Matrix: No. 6 [10-12.5'] 3/20/2007 2:40:00 PM SOIL Analyses Result SEMIVOLATILE SW-846 METHOD 8270 Dimethyl phthafate U Di-n-butyl phthalate U Di-n-octyl phthalate U Flueranthane U FIuorene u Hexachlorobenzene U Hexachlorobutad[ene U H exachlorocyclopentadiene U Hexachloroethane U Indeno(l,2,3-c,d)pyrene U Isophorone U Naphthalene U Nitmbenzene U N-Nitrosodimethylamine U N-Nit resodi-n-propylamiee U N-Nitrosodiphenylamine U Pentachlorophenol U Phenanthrene U Phenol U Pyrene U Pyridine U Sum 2,4,6.-Trib rom oph enol 53.8 Surf: 2-Fluorobiphenyl 68.6 Sum 2-Fluorophenol 87.9 Sum 4-Terphenyl-dl 4 87.2 Sum Nitrobenzene-d5 63.4 Surr. Phenol-d6 85.3 VOLATILE SW-846 METHOD 8260 1,1,1,2-Tetrachlomethane U 1,1,1-Trichloroethane U 1,1,2,2-Tat ra chioroet hane U 1,1,2-Trichloro-I ,2,2-triSuomethane U 1,1,2-Trichloroethane U 1,1 -Dlchloroethane U 1,1 -Dlchloroethene U 1,1-Dichloropropene U 1,2,3-Trichle robenzene U 1,2,3-Trichloropropane U 1,2,4,5-Tetramethylbenzene U Limit Qual Units DF Dale Analyzed SW8270D SW3550A Analyst: PT 130 pg/Kg-dry 1 312312fl07 7:50:00 PM 130 pg/Kg-dry 1 3/2312607 7:50:00 PM 130 pg/Kg-dry I 312312007 7:50:00 PM 130 pg/Kg-dry 1 3t23/2007 7:50:00 PM 130 pg/Kg~J 1 3/23/2007 7:50:00 PM 130 pg/Kg~l~y I 3/23/2007 7:50:00 PM 130 pg/Kg-dry 1 3/23/2007 7:50:00 PM 160 pg/Kg-dpj 1 3/2312007 7:50:00 PM 130 pg/Kg-dB, I 3t2312007 7:50:00 PM 130 pg/Kg~lry 1 3123/2007 7:50:00 PM 130 pg/Kg-dry 1 3/23/2007 7:50:00 PM 130 pg/Kg-dry 1 3123/2007 7:50:00 PM 130 IJg/Kgq:lry I 3123f2007 7:50:00 PM 130 IJg/Kg-dry 1 3123/2007 7:50:00 PM 130 pg/Kg-d~y 1 3/23/2007 7:50:00 PM 130 pg/Kg-d~ 1 3123/2007 7:50:00 PM 160 pg/Kg-dPJ 1 3/2312007 7:50:00 PM 130 pglKg-dly I 312312007 7:50:00 PM 130 IJg/Kg-dry 1 3/2312007 7:50:00 PM 130 ~g/Kg-d[y I 3/23/2007 7:50:00 PM 130 gglKg-dry 1 3/23/2007 7:50:00 PM 22-124 %REC I 3F23/2007 7:50:00 PM 27-119 %REC 1 3/23/2007 7:50:00 PM 21-123 %REC 1 312312007 7:50:00 PM 28-126 %REC 1 312312007 7:50:00 PM 21-118 %REC 1 3123/2007 7:50:00 PM 18-129 %REC 1 3t2312007 7:60:00 PM SW82605 Analyst: LDS 8.3 pg/Kg-dry 1 3/21/2007 9:19;00 PM 6~3 pg/Kg-dry 1 3/21/2007 9:19:00 PM 6.3 pg/Kg-dry 1 3/21/2007 9:19:00 PM 6.3 pg/Kg~ry 1 3/21/2007 9:19:00 PM 6.3 pg/Kg-dry 1 312112007 9:19:00 PM 6.3 pg/Kg-dry 1 312112007 9:19:00 PM 6.3 pg/Kg-dry 1 312112007 9:19:00 PM 6.3 pg/Kg-dpJ 1 3/21/2007 9:19:00 PM 6.3 Fg/Kg-dry 1 3/2112007 9:19:00 PM 6.3 ,uglKg-dry 1 3/21/2007 9:19:00 PM 6.3 pglKg-dr¥ 1 3121/2007 9:19:00 PM B Analytc detected in thc associated Method Blank E H Holding time~ for preparation or analysis exceeded ND Not Detected ut the Reporting Limit U Indicates the compound was analyzed for but not detecte Value above quantitatJon range J Pmalyte detected below quantitation limits S Spike Recovery outside accepted recovc[7 limits X Value exceeds Maximum Contaminanl Level Page 33 of 70 American Analytical Laboratories, LLC, Date: 2S-Mar-07 CLIENT: P.W. Grosset Consulting Clieat Sample ID: No. 6 [10-12,5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 2:40:00 PM Lab ID: 0703166~07A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B 1.2,4-Trichlombenzene U 6,3 pg/Kg-dry 1,2,4-Trim ethylbenzene U 6.3 pg/Kg-dry 1,2-Dibromo-3-chloropropane U 6,3 !Jg/Kg-dry 1,2-Dibromoethane U 6,3 I~glKg-dry 1,2-Dichlombenzene U 6.3 H§/Kg~ry 1,2-Dichlomethane U 6.3 1,2-Dichloropropane U $.3 HglKg.-d[y 1,3,5-Trimethylbenzene U 6.3 ~JglKg-d~/ 1,3-Dichlorobenzene U 8.3 1.3-dlchloropmpane U 6.3 I~glKg~Y 1,4-Dichlorobenzeee U 6.3 IJglKg-d~y 2,2-Dichloropropane U 6,3 t~g/Kg-dt7 2-Butanone U 6,3 pg/Kg-dry 2-Chloroethy] vinyl ether U 6.3 pglKg-dry 2-Chlorotoluene U 8.3 gg/Kg-di7 2-Hexanone U 6.3 IJg/Kg-d~y 2-Propanol U 63 !JglKg-d~ 4-Chlarotoluene U 6.3 pg/Kg-dry 4-1sopropyltoluene U 6,3 pg/Kg.dry 4-Methyl-2-pentanone U 6.3 pglKg..dry Acetone U 6.3 Acroleln U 31 pg/Kg-dry Ac~/Ionitrile U 6.3 pg/Kg-dry Benzene U 6.3 pg/Kg<lry Bromobenzene U 6.3 pg/Kg~l~j Bmmochloromethane U 6.3 pg/Kg-dPj Bromodichloromethane U 6.3 pg/Kg-dry Bromoform U 6.3 pg/Kg-dry Bromomethane U 6.3 pg/Kg-dry Carbon disulfide U 6.3 pg/Kg-dry Carbon tettachloride U 6.3 pg/Kg-dry Chlorobenzene U 6.3 pg/Kg-dry Chlorodifluoromethane U 6.3 pg/Kg-doJ Chlofoethane U 6.3 pg/Kg-dPJ Chloroform U 6.3 pg/Kg-dry Chloromethane U 6,3 pg/Kg-dry cis-1,2-Dichloroethene U 6.3 pg/Kg-dry cis-1,3-Dichloropmpene U 6.3 pglKg-dry Dibromochloromethane U 6.3 pg/Kg-dry Analyst: LDS 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3121/2007 9:19:00 PM 312112007 9:19:00 PM 3121/2007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:I9:00 PM 3/21/2007 9:19:(30 PM 3/21 ~2007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 3121/2007 9:19:00 PM 312112007 9:19:00 PM 312112007 9:19;00 PM 3/21/2007 9:19;00 PM 3/21/2007 9:19:00 PM 3121/2007 9:'19:00 PM 3/21/2007 9:19:00 laM 3/2112007 9:19:fi0 PM 3/21/2007 9:19:00 PM 312112007 9;19:00 PM 3/21/2007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM Qualifiers: B A~alyte delcctcd in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporling Limit U Indicates tb¢ compound was analyzed for but not detecte Analyle detected below quantilation limits Spike Recovery outside accepted recovery limits Value exceeds M~.ximum Contaminant Level Page 34 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 6 [10-12.5'] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 2:40:00 PM Lab 1D: 0703166-07A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW82609 Dibromemethane U 6.3 I~§/Kg-dry 1 Dichlorodiflaoromethene U 6.3 pg/Kg-d~J Diisopropyl ether U 6.3 uglKg-d~y 1 Ethanol U 31 pglKg-dry 1 Ethyl acetate U 9.3 pg/Kg-d~ 1 Ethy~benzene U 6.3 pg/Kg-d~y 1 Fmon-114 U 6.3 pglKg.dry 1 Hexachlorobutadiene U 9.3 pg/Kgqtry 1 Isopropyl acetate U 6.3 ~g/Kg-dp/ 1 Isopropylbenzene U 0.3 ~91Kg-dry 1 m,p-Xylene U 13 pglKg-dry 1 Methyl tart-butyl ether U 6.3 IJg/Kg-dry 1 Methylene chloride U 6.3 pg/Kg-dry 1 n-Amyl acetate U 6.3 pg/Kg-dry 1 Naphthalene U 6.3 Bg/Kg~d~t 1 n-Butyl acetate U 6.3 pglKg-d~' 1 n-Butylbenzene U 6.3 pglKg-d~ 1 n-Pmpyl acetate U 6.3 pglKg-dry 1 n-Propylbenzene U 5.3 pglKg-dfy 1 o-Xylene U 6.3 pg/Kg-dry 1 p-Diethylbenzene U 5.3 Fg/Kg-d~y 1 p-Elhyltoluene U 6.3 pglKg-d~y 1 sec-Bufylbenzene U 6.3 pg/Kg-dry 1 Styreae U 6.3 Fg/Kg-dry 1 t-Butyl alcohol U 6.3 ~g/Kg-dty 1 tert-Butylbenzene U 6,3 pglKg-dry 1 Tetrach[oroethene U 6.3 pg/Kg-dry Toluene U 6.3 pglKg-dry 1 frans-1,2-Dichlomethene U 6.3 pg/Kg-dry t trans-1,3-Dichloropropene U 6.3 pg/Kg-d~ 1 Tdchloroethene U 9.3 pglKg-dr/ 1 Tdchlorofluoromethane U 6.3 pglKg-dry 1 Vinyl acetate U 6.3 pglKg-dry 1 Vinyl chlodde U 5.3 IJg/Kg-dry 1 Sum 4-Bromofluorobenzene 96.1 61 -t33 %REC 1 Surr: D~romofluoromethane 106 61-139 %REC 1 Surf: Toluene-dB 95.8 57-131 %REC 1 Analyst: LDS 3/2112007 9:19:00 PM 312112007 9:19;00 PM 3/2112007 9:19:00 PM 312112007 9:19:00 PM 3121/2007 9:19;00 PM 3/21/2007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3121/2007 9:19:00 PM 312112007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21t2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/2112007 9:19:00 PM 3121/2007 9:19:00 PM 3121/2007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 3/2112007 9:19:00 PM 3121/2007 9:19:00 PM 3121/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 312112007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM 3/21/2007 9:19;00 PM 3/21/2007 9:19:00 PM 3/2112007 9:19:00 PM 3/21/2007 9:19:00 PM B Analytc detected in the ~ssocJated Method [~lank E Value above quantitation r~qg¢ Qualifiers: H Holding tim~ for preparation or analysis exceeded ND Mot Detected at thc Reporting Limit U Indicates thc compound was analyzed for but not delecte J Analyl¢ dclected below quantitation limiks S Spike Recovery outside accepted rccovci'y limits X Value exceeds M~ximum Contaminant Level Page 35 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 8 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 10:07:00 AM Lab ID: 0703166-08A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed MERCURY SW7470A Analyst: WN Mercury U 0.000200 mglL I 3/23/2007 12:02:25 PM TARGET ANALYTE LiST METALS SW6010B SW30'IOA Analyst: JP Aluminum 227 0.0200 mg/L 1 3/23/2007 9:42:26 AM Antimony 0~0453 0.0250 mg/L 1 312312007 9:42:26 AM Arsenic 0.206 0.0250 mg/L 1 3123/2007 9:42:26 AM Barium 0.575 0.0200 mg/L 1 3/23/2007 9:42:26 AM Beryllium U 0.0206 mg/L I 3/23/2007 9:42:26 AM Cadmium U 0.0100 mglL I 3/23/2607 g:42:26 AM Calcium 38.6 0.0250 mg/L 1 3/23/2007 §:42:26 AM Chromium 0.395 0.0200 mglL I 3/23/2007 9:42:26 AM Cobalt U 0.0200 mg/L 1 3/23/2907 9:42:26 AM Copper 0.489 0.0200 mg/L I 3123/2007 9:42:26 AM Iron 973 0.200 mglL 10 3123/2007 10:15:17 AM Lead 0.187 0.0150 mglL I 3/23/2007 9:42;26 AM Magnesium 23.4 0.0200 mglL I 3/23/2007 9:42:26 AM Manganese 5.68 0.0200 mg/L I 3/23/2007 9:42:26 AM Nickel 0.276 0.0200 mglL 1 3/23/2007 9:42:26 AM Potassium 31.0 0.100 mglL 1 3/23/2007 9:42:26 AM 6elenium U 0.0250 mglL I 3/23/2007 9:42:26 AM Silver U 0.0200 mglL I 3/23/2007 9:42:26 AM Sodium 15.7 0,0300 mg/L 1 312312007 9:42:26 AM Thallium U 0.0150 mglL 1 3/23/2907 9:42:26 AM Vanadium 0.699 0.0200 mglL I 3/23/2007 9:42:26 AM Zinc 0.577 0.0200 mg/L 1 3/23/2007 9:42:26 AM SEMIVOLATtLE SW-846 METHOD 8270 SW8270D SW3510 Analyst: RN 1,2,4-Trichlorobenzene U 5.1 l~glL I 3/28/2007 6:10:00 PM 1,2-Dichlorobenzene U 5.1 pglL I 3/26/2007 6:1D:00 PM 1,3-Dichlorobenzene U 5.1 pgtL I 3/26/2007 6:10:00 PM 1,4-Dichlorobenzene U 5.1 pglL 1 3/26/2007 6:10:00 PM 2,4,5-Trichlorophenol U 5.1 IJg/L I 312612007 6:10:00 PM 2,4,6-Trichlorophenol U 5.1 I.Ig/L 1 3/26/2007 6:10:00 PM 2,4-Dichlorophenol U 5.1 IJg/L 1 3/26/2007 6:10:00 PM 2,4-Dimethylphenol U 5.1 pglL 1 3/26/2007 6:10:00 PM 2,4-Dinitrophenol U 10 IJg/L 1 3/26/2007 6:10:00 PM 2,4-Dinitrotoluene U 5.1 pg/L 1 3/26/2007 6:10:00 PM 2,6-Dinitrotoluene U 5.1 pg/L I 3/26/2007 6:10:00 PM 2-Chloronaphthalene U 5.1 pg/L I 3126/2007 6:10:00 PM 2-Chiorophenol U 5.1 pg/L t 3/26/2007 6:10:00 PM Qualifiers: B Analyle detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates file compound was anal)zed for but not detecto J Analyte detected below quanlitation limits S Spike Recovery oulside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 36 ot'70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No, 8 [GW] Lab Order: 0703166 Tag Number: Project: Montes Lane Greenport, N.Y. Collection Date: 3/20/2007 10:07:00 AM Lab ID: 0703166-08A Matrix: L1QUID Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82700 SW3510 Analyst: RN 2-Methylnaphthalerte U 5.1 Fg/L 1 3/2612007 6:10:00 PM 2-Methylphenoi U 5.1 pg/L 1 3/2612007 6:10:00 PM 2~Nitrnaniline U 5.1 ~glL I 3126/2007 6:10:00 PM 2-Nitroi)henal U 5.1 pg/L 1 3/2612007 6:10:00 PM 3,3'-Dichlorobenzidine U 5.1 pg/L 1 3/26/2007 6:10:00 PM 3+a-Methylphen(~l U 5.1 pg/L I 3/26/2007 6:10:00 PM 3-Nitroanlline U 5.1 pg/L I 3/26/2007 6:10:00 PM 4,6-Dinitro-2-methylphenol U 5.1 pg/L 1 3/2612007 6:10:00 PM 4-Bromophenyl phenyl ether U 5.1 pg/L 1 3/26/2007 6:1 fi:00 PM 4oChloro-3-methylphenol U 5.1 pg/L I 3/26/2007 6:10:00 PM 4-Chloraaniline U 5.1 pg/L 1 3/26/2007 6:10:00 PM 4-Chlorophenyl phenyl ether U 5.1 pg/L 1 3/26/2007 6:10:00 PM 4-Niiroaniline U 5.1 pg/L 1 3126/2007 6:10:00 PM 4-Nitrophenol U 5.1 pg/L I 3/26/2007 6:10:00 PM Acenaphthene U 5.1 pg/L I 3/26/2007 6:10:00 PM Acanaphthylene U 5.1 pg/L I 3/26/2007 6:10:00 PM Aniline U 5.1 pglL 1 3126/2007 6:10:00 PM Anthracene U 5.1 pg/L I 3126/2007 6:10:00 PM Azobenzene U 5.1 pglL 1 3/26/2007 6:10:00 PM Benz[dine U 5.1 pg/L 1 3/26/2007 6;10:00 PM Benzn(a)anthracene U 5.1 pg/L 1 3/26/20076:10:00 PM Benzo(a)pyrene U 5.1 pg/L I 3/26/2007 6:10:00 PM Benzo(b}flaoranthene U 5.1 I~g/L I 3/26/2007 6;10:00 PM Benzo(g,h,i)pe~flene U 5.1 pg/L I 3/26/2007 6:10:00 PM Benzo(k)fluoranthena U 5.1 gg/L. 1 3/26/2007 6:10:00 PM Benzoic acid U 5.1 IJg/L 1 3/26/2007 6:10:00 PM Benzyl alcohol U 5.1 IJg/L 1 6/26/2007 6:10:00 PM Bis(2-chleroethoxy}methane U 5.1 IJglL 1 3/26/2007 6:10:00 PM Bis(2-chiorcethyi)et her U 5.1 pg/L I 3/26/2007 6:10:00 PM Bis(2-chlm'oisopmpyl)ether U 5.1 pg/L 1 3/26/2007 6:10:011 PM Bis(2-ethylhexyl)phthalate U 5.1 Fg/L 1 6/26/2007 6:10:00 PM Butyl benzyl phthaiate U 5.1 pglL 1 3/26/2007 6:10:00 PM Carbazole U 5.1 pglL I 3/26/2007 6:10:00 PM Chrysene U 5.1 pg/L I 3/26/2007 6:10:00 PM Dibenza(a,h)anthracene U 5.1 pg/L 1 3126/20fi7 6:10:00 PM Dibenznfuran U 5.1 pg/L I 312612007 6:10:00 PM Diethyl phthalate U 5.1 pg/L 1 3~26~2007 6:10:00 PM Dimethyl phthalate U 5.1 l~glL I 3/26/2007 6:10:00 PM Di-n-butyl phthalate U 5.1 I~g/L 1 3/26120fl7 6:10:00 PM Qualifiers: B Analyte delectcd in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Delected at the Reporling Limit U Indicates thc compound wa~ analyzed for but not detccte E Value above quantitatlon range J Analyt¢ detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds M~.'dmum Contaminant Level Page 37 ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: Lab ID: 0703166-08A Matrix: No. 8 3/20/2007 10:07:00 AM L1QUID Analyses Result Limit Qual Units SEMIVOLATILE SW-84fi METHOD 8270 SW82700 SW35'10 Di-n-octyl phthalate U 5.1 Iag/L Fluoranthene U 5.1 pglL Fluorene U 5.1 gg/L Hexachlorobenzene U 5.1 pg/L Hexachlorobutadiene U 5.1 pg/L Hexachlorocyclopentadiene U 5.1 pg/L Hexachloroethane U 5.1 IJg/L Indeno(1,2,3-c,d)pyrene U 5.1 tJg/L Isophorone U 5.1 pg/L Naphthalene U 5.1 plg/L Nitrobenzene U 5.1 pg/L N-Nit rosodim ethylamine U 5.1 ~g/L N-Nit rosodi-n-propylamine U 5.1 pg/L N-Nitrosodiphenylarnine U 5.1 p§/L Pentachlorophenol U 5.1 ~glL Phenanthrene U 5.1 ]Jg/L Phenol U 5.1 IJg/L Pyrene U 5.1 pg/L Pyr[dine U 5.1 I~g/L Surr: 2,4,(}-Tribrom ophenol 65.8 22-124 %REC Surr: 2-Fluorobiphenyl 66.4 18-124 %REC Surr: 2-Fluorophenol 47.5 16-112 %REC Surf: 4-Terphenyl-d14 75.6 17-121 %REC Surf. Nitrobenzene-d5 64.4 19-115 %REC Sur~ Phenol-d(} 28.6 12-102 %REC VOLATILE SW-846 METHOD 8260 SW8260B 1,1,1,2-Tetrachloroelhane U 1.0 pg/L 1,1,1-Trlch~oroethane U 1.0 pglL 1,1,2,2-Tel rachloroethane U 1.0 pg/L 1,1,2-Trichloro-l,2,2-triflu oroetha ne U 1.0 pg/L 1,1,2-Trichlomethane U 1.0 gg/L 1,l-Diehloroethane U 1.0 pg/L l,l.Dichloroethene U 1.0 l~g/L 1,1-Dichioroprapene U 1.0 pg/L 1,2,3-Trichlorobe nzene U 1.0 pg/L 1,2,3-Trich[oroprop ane U 1.0 pg/L 1,2,4,5-Tetramet hylbenzen e U 1.0 pg/L 1,2,4-Trichlorobenzene U 1.0 pg/L 1,2,4-Trimethylbe nzene U 1.0 pglL DF Date Analyzed Analyst: RN 1 3/2(}12007 6:1o:00 PM I 3126120o7 6:1o:00 PM 1 3/26/2007 6:10:00 PM I 312612007 6:10:00 PM I 3/26t2007 6:10:00 PM 1 3/26/2097 6:10:00 PM I 3/2612007 6:10:00 PM 1 3/2612007 6:10:00 PM I 3/26/2007 5:10:00 PM I 3/26/2007 6:10:00 PM I 3126/2007 6:10:00 PM 1 3/2612007 6:10:00 PM 1 3/2(}/2007 6:10:00 PM I 3/2(}12007 6:10:00 PM 1 3/26/2007 6:10:00 PM 1 3/2612007 6:10:00 PM I 312(}/2007 6:10:00 PM 1 3/26/2007 6:10:00 PM 1 3/26/2007 6:10:00 PM 1 3/2(}/2007 6:10:00 PM 1 3/26/2007 6:10:00 PM I 3/26/2007 6:10:00 PM 1 3/26/2007 6:10:00 PM 1 3/2612007 6:10:00 PM 1 3/26/2007 6:10:00 PM Analyst: LDS 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2Q07 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3121/2607 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM Qualifiers: B Analyte detected in the ~sociated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U indicates thc compound w~s analyzed for but not dctecte E Value above quantitation range J Ana]yte detected below quantitation limits S Spik2 Recovery outside accepted recovery limits X Value exceeds Moximum Contamin/mt Level Page 38 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosset Consulting 0703166 MooresLane Greenpo~, N.Y. 0703166-08A Client Sample ID: Tag Number: Collection Date: Matrix: No. 8 [GW] 3/20/2007 10:07:00 AM LIQUID Analyses Result Limit Qual VOLATILE SW-846 METHOD 8260 SW8260B 1,2-Dibmmo-3-chloropmpane U 1,0 1,2-Dibromoethane U 1.0 1,2-Dichlorobenzena U 1.0 1,2-Dichloroethane U 1.0 1,2-D[chloropropane U 1.0 1,3,5-Trimethylbenzene U 1.0 1,3-Dichlorobertzene U 1.0 1,3-d[chloropmpane U 1.0 1,4-Dichlorebenzene U 1.0 2,2-Dichloropropane U 1.0 2-Butanone U 3.0 2-Chloroethyl vinyl ether U 1.0 2-Chloroteluene U 1,0 2.Hexanene U 2.0 2-Propanol U 1.0 4-Chlorotoluene U 1.0 4--Isopropyltoluene U 1,0 44vlethyl-2-pentanone U Acetone U 2.0 Acroleir~ U 1 *0 Acrylon[tdle U 1.0 Benzene U 1,0 Oromobenzene U 1.0 Bromochloromethane U 1.0 Bromodichloromethane U 1.0 Bromoform U 1.0 Bromomethane U 1.0 Carbon disulfide U 1.0 Carbon tetrachloride U 1.0 Chlombenzene U 1.0 Chlorodifluoromethane U 1.0 Chloroethane U 1.0 Chloroform U 1.0 Chloremethane U 1.0 cis-1,2-D[chloroethene U 1,0 cis-1,3-Dichlompropene U 1.0 Dibromochlommethane U 1.0 Dibromomethane U 1.0 Dichlomdifluoremet ha ne U 1.0 Units DF Date Analyzed Analyst: LOS p§fL 1 3/21/2007 2;34:00 PM pg/L 1 3/21t2007 2:34:00 PM p0/L 1 3/21/2007 2:34:00 PM p0/L 1 3/21/2007 2:34:00 PM pg/L I 312t/2007 2:34:00 PM IJg/L 1 3/2112007 2:34:00 PM pg/L 1 3/21/2007 2:34:00 PM IJg/L 1 3/21/2007 2:34:00 PM pg/L I 3/2112007 2:34:00 PM polL 1 3/21/2007 2:34:00 PM poll 1 312112007 2:34:00 PM Poll I 3t21/2007 2:34:00 PM pg/L 1 3121/2007 2:34:00 PM polL 1 3/21/2007 2:34:00 PM Hg/L 1 3/21/2007 2:34:00 PM pg/L I 3121/2007 2:34:00 PM polL 1 3/21/2007 2:34:00 PM p01L I 3/21/2007 2:34:00 PM I~g/L I 3/21/2007 2:34;00 PM pg/L I 3/21/2007 2:34:00 PM pg/L I 3/21/2007 2:34:00 PM polL 1 3/21/2007 2:34:00 PM polL 1 312112007 2:34:00 PM pglL 1 3/2112007 2:34:00 PM ,uglL I 3/21/2007 2:34:00 PM ,ug/L 1 3/21/2007 2:34:00 PM pg/L 1 3/21/2007 2:34:00 PM polL 1 3/21/2007 2:34:00 PM poll 1 3/21/2007 2:34:00 PM pg/L I 3/21/2007 2:34:00 PM pgiL I 3/21/2007 2:34:00 PM pg/L 1 3/21/2007 2:34:00 PM pg/L 1 3/21/2007 2:34:00 PM pg/L I 3/21/2007 2:34:00 PM pg/L 1 3/2112007 2:34:00 PM pg/L 1 3/21/2007 2:34:00 PM pg/L I 3/21/2007 2:34:00 PM pg/L 1 3/21/2007 2:34:00 PM poll 1 3/21/2007 2:34:00 PM B Analyte detected in the ~sociated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates Ibc compound was analyzed for but not detecto E Vuluc abave quantitation range J Analyte detected below quantitation limits S Spike Recover). outside accepted recovery Iimits X Vulue exceeds Maximum Contaminant LcveI Page 39 of 70 American Analytical Laboratories, LLC. Date: 28-Ma,'-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 8 [GW] Lab Order: 0703166 Tag Number: Project: Macros Lane Greenport, N.Y. Collection Date: 3/20/2007 10:07:00 AM Lab ID: 0703166-08A Matrix: LIQU1D Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Dlisopropyl ether U 1.0 pg/L Ethanol U 1.0 pg/L Ethyl acetate U 1,0 pg/L Ethylbenzene U 1,0 pg/L Free n-114 U 1.0 pg/L Hexachlorobutadiene U 1,0 IJg/L Isopropyl acetate U 1.0 pg/L Isopropylbenzene U 1.0 pg/L m,p-Xylene U 2.0 pg/L Methyl ted-butyl ether U 1.0 pg/L Methylene chloride U 1.0 pg/L n-Amyl acetate U 1.0 IJg/L Naphthalene U 1.0 pglL n-Butyl acetate U 2.0 pglL n-Butylbenzene U 1.0 pg/L n-Propyl acetate U 1.0 pglL n-Propylbenzene U 1.0 pglL o-Xylene U 1.0 I~g/L p-Diethylbenzene U 1.0 ug/L p-Ethyltcluene U 1.0 pg/L sec-Butylbenzene U 1.0 pglL Styrene U 1.0 t~g/L t-Butyl aJcohol U 1.0 I~g/L te~-Butylbenzene U 1 .O ug/L Tetrachlomethene U 1,0 Ng/L Toluene U 1.0 pg/L trans-1,2-Dichloroethene U 1.0 pg/L trans-1,3-Dichlompropene U 1.0 Trichloroethene U 1.0 pgIL Trichlorofluoromethane U 1.0 pg/L Vinyl acetate U 1.0 pg/L Vinyl chloride U 1.0 i.lglL Sue-: 4-Bromofluorcbenzene 103 54-134 %REC Sum Dibromofluoromethane 104 52-132 %REC Sum TolueneS8 95.5 51-127 %REC Analyst: LDS 3/21/2007 2:34:00 PM 3121/2007 2:34:00 PM 3/2112007 2:34:00 PM 312112007 2:34:00 PM 3121/2007 2:34:00 PM 312112007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3121/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/2112007 2:34:00 PM 3/21/2007 2:34:00 PM 312112007 2:34:00 PM 3/21/2007 2:34:00 PM 3/2II2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/2112007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/2112007 2:34:00 PM 3t21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3121/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/2112007 2:34:00 PM 3121/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM 3/21/2007 2:34:00 PM · · · · · · Qualifiers: B Analyte delected in the associated Method Blank H Holding limes for prcparation or analysis exceeded ND Not Detected at Ihe Reporting Limit U Indicates the compound was analyzed for but not detscts Value above quamitation range Analyte detected below quantitation I/mill Spike Recovery outside accepted recovery limits Value exceeds Maximum Contaminant Level Page 40 of 70 American Analytical Laboratories, LLC. Date: 28~Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 5 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 11:00:00 AM Lab 1D: 0703166-09A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed MERCURY Mercury TARGET ANALYTE LIST METALS Aluminum Antimony Arsenic Barium Be~dlium Cadmium Calcium Chromium Cobalt Copper iron Lead Magnesium Manganese Nickel Potassium Selenium Silver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Tdchlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4.Dichlorobenzene 2,4,5-Tdchlorophenol 2,4,6-Trichlorophe hal 2,4-Dichloraphanol 2,4-Dimethylphenol 2,4-Dinitrophenol 2,4.Dinitrotoluene 2,6-Dinitmtoluene 2-Chloronaphthalene 2-Chlorophenol SW7470A U 0~000200 mg/L 1 SW6010B SW30'I 0A 279 0.0200 mglL 1 0.0255 0.0250 mg/L 1 0.0037 0.0250 mglL 1 1.63 0.0200 mgtL 1 U 0.0200 mg/L 1 U 0.0100 mglL 1 75.7 0.0250 mg/L 1.57 0.0200 mglL 1 U 0.0200 mgfL 1 0.739 0.0200 mg/L 1 431 0.200 mglL 10 0.400 0.0160 mglL 1 51.8 0.0200 mg/L 1 7.36 0.0200 mg/L 1 0.422 0.0200 mglL 1 72.5 0.100 mg/L 1 U 0.0250 mglL 1 U 0,0200 mg/L 1 36.9 0.0300 mg/L 1 U 0.0150 mg/L 1 0.420 0.0200 mg/L 1 1.81 0.0200 mg/L 1 SW82700 SW3510 U 5.3 pg/L 1 U 5.3 pg/L 1 U 5.3 pg/L 1 U 5.3 pglL U 5,3 pg/L 1 U 5.3 pg/L 1 U 5.3 pg/L 1 U 5.3 pg/L 1 U 11 pglL 1 U 5.3 pg/L 1 U 5.3 pg/L 1 U 5,3 pg/L 1 U 5.3 pg/L I Analyst: WN 3123/200712:04:39 PM Analyst: JP 3/23/2007 9:44:40 AM 312312007 9:44:40 AM 3/23/2007 9:44:40 AM 3/23t2007 9:44:40 AM 312312007 9:44:40 AM 3123/2007 9:44:40 AM 3t23/2007 9:44:40 AM 3/23/2007 9:44:40 AM 3/23/2007 9:44:40 AM 3/23/2007 9:44:40 AM 3/23/2007 10:17:1t AM 3123/2007 g:44:40 AM 3123/2007 9:44:40 AM 3/23/2007 9:44:40 AM 3/2312007 9:44:40 AM 3/23/2007 9:44:40 AM 3123/2007 9:44:40 AM 3/23/2007 9:44:40 AM 3/23/2007 9:44:40 AM 312312007 9:44:40 AM 3/23/2007 9:44:40 AM 3/23/2007 9:44:40 AM Analyst: RN 3/2612007 6:44:00 PM 3f2612007 6:44:00 PM 312612007 6:44:00 PM 3/26/2007 6:44:00 PM 3~2612007 6:44:00 PM 3/2612007 6:44:00 PM 3/2612007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26t2007 6:44:00 PM 312612007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM Qualifiers: Analyte detected in ibc associated Medmd Blank 11 Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates fire compound was analyzed for but not delecte E Value above quantitatian range J Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 41 ofT0 American Analytical Laboratories, LLC. Date: 2S-Mar-O7 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703166 Moores Lane Greenport, N.Y. 0703166-09A Client Sample ID: Tag Number: Collection Date: Matrix: No. 5 [GW] 3/20~007 11:00:00 AM LIQUID Analyses Result Limit Qual SEMIVOLATILE SW-846 METHOD 8270 SW8270D 2-Methylnaphthalefle U 5.3 2-Methylphenol U 5.3 2-Nitroaniline U 5.3 2-Nitrophenol LI 5.3 3,3'-Dichlembenzidine U 5.3 3+4-Methylphenol U 5.3 3-Nitroaniline U 5.3 4,6-DJnitro-2-methylphenol U 5.3 4-Bromophenyl phenyl ether U 5.3 4-Chlero-3-methylphenel U 5.3 4-Chloroaniline U 5,3 4-Chlorophenyl phenyl ether U 5.3 4-Nitmaniline U 5.3 4-Nitrephenol U 5.3 Acenaphthene U 5.3 Acenaphthylene U 5.3 Aniline U 5.3 Anthracene U 5,3 Azobenzene U 5.3 Benzidine U 5.3 Benzo(a)anthracene U 5.3 Benza(a}pyrene LI 5.3 Benzo(b)fluoranthene U 5.3 Benzo(g,h,i) perylene IJ 5.3 Benzo(k)fluoranthene U 5.3 Benzoic acid 1.5 5.3 J Benzyl alcohol U 5.3 Bis(2-chloroethexy)meth ane U 5.3 Bis(2-chlo roethyl)et her U 5.3 BIs(2-chlo misopm pyl)ether U 5.3 Bis(2-ethylhexyl)phthalate 3.1 5.3 J Butyl benzyl phthalate U 5.3 Carbazole U 5.3 Ch~Jsene U 5.3 Dibenzo(a,h)ant h r acene U 5.3 Dibenzofuran U 5.3 D/ethyl phthalate U 5.3 D/methyl phthalate U 5,3 DJ-n-butyl phthalate U 5.3 Qualifiers: B Analym detected in the associated Mcthod Blank Units SW35'10 pg/L 1 pg/L 1 polL 1 polL 1 pgtL 1 pg/L 1 pg/L 1 pg/L 1 polL 1 pg/L 1 pglL 1 pg/L 1 pg/L 1 polL 1 pg/L 1 pg/l_ 1 poll 1 IlglL 1 pg/L 1 pg/L 1 polL 1 pg/L 1 pg/L I p0/L 1 pglL 1 pglL 1 polL 1 polL 1 pg/L t PolL 1 polL 1 pg/L 1 pg/L 1 pg/L 1 poll 1 pg/L pg/L 1 polL 1 pg/L 1 DF Date Analyzed Analyst: RN 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 6/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3126/2007 6;44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3126/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 $:44:00 PM 3/26/2007 6:44:00 PM 3/26/2D07 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2067 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 6/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3t26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM 3126/2007 6:44:00 PM 3~26~2007 6:44:00 PM 3/26/2007 6:44:00 PM 3/26/2007 6:44:00 PM E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates thc compound was analyzed for but not dctecte J Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 42 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 5 [GW] Lab Order: 0703166 Tag Number: Project: Moores LaneGreenport, N.Y. Collection Date: 3/2012007 I1:00:00 AM Lab ID: 0703166-09A Matrix: L1QUID Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 Di-n-octyl phthalate Fluoranthene Fruorene Hexachlorobenzene Hexachlombutadlene Hexachlorocyclope ntadien e Hexachloroethane ~ndeno(1,2,3-c,d)pyi'ene Isophorone Naphthalene Nitrobenzene N-Nitmsodimethylamine N-N[trosodi-n-p ropylamine N-Nit rosodiphenylemine Pentachlorophenol Phenanthrene Phenol Pyrene Pyrldine Surr: 2,4,6-Tribmrnophenol Surf: 2-Fluo~oblphenyl Surf: 2-Fluorophenel Sum 4-Terpheny!-dl 4 SurF. Nitrobenzeno-d6 Surr: Phenol-d5 VOLATILE SW-846 METHOD 8260 1,1 ,I ,2-Tetrachlomethane 1,1,1-Trichloroethane 1,1,2,2-Tot rachloroethane 1,1,2-Trich[oro-1,2,2-trifluoroethane 1,1,2-Tfichioroathane 1,1 -Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2,3-Trichlorobe nzene 1,2,3-Trichlompropane 1,2,4,5-Tetramethylbenzene 1,2,4-Tdchlorobenzene 1,2,4-Trim ethylbe nze ne SW82700 SW3810 Analyst: RN U 5.3 pgA- I 3/26/2007 6:44:00 PM U 5.3 pgtL I 3/26/2007 6:44:00 PM U 5,3 ug/L 1 3/26/2607 6:44:00 PM LI 5.3 polL 1 3/26/2007 6:44:00 PM U 5.3 pgA- I 3126/2007 6:44:00 PM U 5.3 pgA- I 3/26/2007 6:44:00 PM U 5.3 pg/L 1 3/26/2007 6:44:00 PM U 5.3 pg/L 1 3/2612007 6:44:00 PM U 5.3 pg/L 1 3~26~2007 6:44:00 PM U 5.3 pg/L I 3/26/2007 6:44:00 PM U 5.3 polL 1 3/26/2007 6:44:00 PM U 5.3 PolL 1 3~26~2007 6:44:00 PM U 5.3 poll 1 3/26/2067 6:44:00 PM U 5.3 poll 1 3/26/2007 6:44:00 PM U 5.3 IJglL I 3126/2007 6:44:00 PM U 5.3 pg/L 1 3/26/2007 6:44:00 PM U 5.3 polL 1 3/26/2007 6:44:00 PM U 5.3 pg/L I 3/26/2007 6;44:00 PM U 5.3 pgA_ 1 3/26/2007 6:44:00 PM 68.3 22-124 %REC 1 3/26/2007 6:44:00 PM 75.5 18-124 %REC 1 3/26/2007 6:44:00 PM 51.0 16-112 %REC 1 3/26/2007 6:44:00 PM 60.7 17-121 %REC 1 3/26/2007 6:44:00 PM 65.5 19-115 %REC 1 3/26/2007 6:44:00 PM 31.7 12-102 %REC I 3/26/2007 6:44:00 PM SW82605 Analyst: LDS U 1.0 gg/L 1 3/21/2007 3:22:00 PM U 1,0 p§lL 1 3/2112007 3:22:00 PM U 1,0 p0tL 1 3/2112007 3:22:00 PM U 1.0 p0/L I 3/2112007 3:22:00 PM U 1.0 poll 1 3/2112007 3:22:00 PM U 1.0 FoiL 1 3/21/2007 3:22:00 PM U 1.0 pg/L 1 3/21/2007 3:22:00 PM U 1.0 pg/L I 3121/2007 3:22:00 PM U 1.0 pg/L 1 3/21/2007 3:22:00 PM U 1~0 pg/L I 3/21/2007 3:22:013 PM U 1.0 pg/L 1 3/2112007 3:22:00 PM U 1.0 pgA_ 1 3/21/2007 3:22:00 PM U 1,0 pgA- 1 3/21/2007 3:22:00 PM Qualifiers: B Analyte detected in thc ~sociatcd Method Blank Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not dctecle E Value abuve quantitatlon range J Analyle detected below quantitation limits S Spike Recovery outside accepted recovery limik~ X Value exceeds Maximum Conlaminant Level Page 43 ol'70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CL1ENT: Lab Order: Project: Lab ID: P.W. Grosset Consulting 0703166 Moores Lane Greenport, N.Y. 0703166-09A Client Sample ID: Tag Number: Collection Date: Matrix: No. 5 [GW] 3/20/2007 1 I:00:00 AM LIQUID Analyses Result Limit Qual Units VOLATILE SW-846 METHOD 8260 SW8260B 1,2-Dibromo-3-chlompropane U 1.0 pg/L 1,2-Dibmmeethane U 1.0 pg/L 1,2-Dichlorobenzene U 1.0 pg/L 1,2-DMhloroethane U 1.0 1,2-D[chloropmpane U 1.0 pg/L 1,3,5-Trimethyibenzene U 1.0 pg/L 1,3-Dich{orobenzene U 1.0 pglL 1,3-dichloropropane U 1.0 gg/L 1,4-Dichlorobenzene U 1.0 pglL 2,2-D[chloropmpane U 1,0 pg/L 2-Butanone U 3.0 pg/L 2-Chloroethyl vinyl ether U 1.0 pglL 2-Chlorotoluene U 1.0 pg/L 2-Hexanone U 2.0 pg/L 2-Propanol U 1.0 pg/L 4-Chlorotoluene U 1.0 pg/L 4-1sopmpyltoluene U 1.0 pgtL 4-Methy{-2-pentanone U 2.0 gg/L Acetone U 2.0 I~g/L Acrolein U 1.0 l~g/L Ac~lonitrile U 1.0 Fg/L Benzene LI 1.0 gg/L Bmmobenzene U 1.0 pg/L Bromochloromethane U 1.0 ,ug/L Bmmodichloromethene U 1.0 pg/L Bromoform U 1 .O ~Jg/L Bromomethane U 1.0 ~Jg/L Carbon disulfide U 1.0 gg/L Carbon tetrachloride U 1.0 tJg/L Chlorobenzene U 1.0 Iag/L Chlarodifluoromethane U 1.0 gg/L Chloroethane U 1.0 I~g/L Chloroform U 1.0 ~g/L Chloromethane U 1.0 IJg/L c[s-1,2-Dichloroethene U t .0 [Jg/L cis-1,3-Dichloropropene U 1.0 IJg/L Dibmmochlommethane U 1,0 I~g/L Dibromomethane U 1.0 IJg/L Dichlorodifluoromethane U 1.0 I~g/L Qualifiers: B Analytc detected in the associated Method Blank DF Date Analyzed Analyat: LD$ 1 312112007 3:22:00 PM 1 3121/2007 3:22:fi0 PM I 3121/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM I 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM I 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM I 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM I 3/21/2007 3:22:00 PM 1 3/21/2007 3:22;00 PM 1 3/2112007 3:22:00 PM 1 312112007 3:22:00 PM I 3/21/2007 3:22:00 PM 1 3121/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM 1 3/2112007 3:22:90 PM I 3/2112007 3:22:00 PM 1 312112007 3:22:00 PM 1 312112007 3:22:00 PM I 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:110 PM 1 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM 1 312112007 3:22:00 PM 1 3/21/2007 3:22:00 PM I 3/21/2007 3:22:00 PM 1 312112007 3:22:00 PM 1 3/21/2fi07 3:22:00 PM I 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM 1 3/21/2007 3:22:00 PM E Value above quantitatinn range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecto J Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 44 ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 5 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Gmenport, N.Y. Collection Date: 3/20/2007 11:00:00 AM Lab ID: 0703166-09A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Anaryst: LDS Diisopropyt ether U 1.0 pgiL 1 3/21/2007 3:22:130 PM Ethanol U 1.0 p§/L 1 3121/2007 3:22;00 PM Ethyl acetate U 1.0 pg/L 1 3/2112007 3:22:00 PM Ethylbenzene U 1.0 pg/L I 3/21/2007 3:22:00 PM Freon-114 U 1.0 pglL 1 3/2112D07 3:22:00 PM Hexachlorobutadiene U 1.0 pglL I 3/21/2007 3:22:00 PM Isepropyl acetate U 1,0 pg/L 1 3121/2007 3:22:00 PM Isopropylbenzene U 1.0 pg/L I 3/21/2007 3:22:00 PM m,p-Xylene U 2.0 pg/L 1 312112007 3:22:00 PM Methyl teA-butyl ether U 1.0 pglL I 3/21/2007 3:22:00 PM Methylene chloride U 1.0 pglL I 3/2112007 3:22:00 PM n-Amyl ecetale U 1.0 pg/L 1 312112007 3:22:00 PM Naphthalene U 1.0 p§/L 1 3/2112007 3:22:00 PM n-Butyl acetate U 2.0 pg~L 1 3/21/2007 3:22:00 PM n-Butylbenzene U 1.0 pg/L I 3121/2007 3:22:00 PM n-Propyl acetate U 1.0 pglL I 312112007 3:22:00 PM n-Propylbenzene U 1.0 pg/L I 3/2112007 3:22:00 PM o-Xylene U 1.0 pgA_ I 3/21/2007 3:22:00 PM p--Diethylbenzene U 1.0 pg/L 1 3121/2007 3:22:00 PM p-Ethyltoluene U 1.0 pgA- 1 3/21/2007 3:22:00 PM sec-Butylbenzene U 1.0 pg/L 1 3/21/2007 3:22:00 PM Styrene U 1,0 ~Jg/L I 3/21/2007 3:22:00 PM t-Butyl alcohol U 1.0 pg/L I 3/21/2007 3:22:00 PM tert-Butylbenzene U 1,0 pgA. 1 3/21/2007 3:22:00 PM Tetmchloroethene U 1.0 pg/L 1 3/2112007 3:22:00 PM Toluene U 1.0 pg/L 1 3/21/2007 3:22;00 PM trans-l,2-Dichlomethene U 1.0 pg/L 1 3/21/2007 3:22:00 PM trans-l,3-D[chloropropene U 1.13 pg/L 1 3/2112007 3:22:00 PM Trichloroethene U 1.0 pgA- I 3/21/2007 3:22:00 PM Trichlomfluoromethane U 1.0 pg/L 1 3121/2007 3:22:00 PM Vinyl acetate U 1,0 pg/L I 3/2112007 3:22:00 PM Vinyl chloride U 1.0 pg/L 1 3/21/2007 3:22:00 PM Sum 4-Bromofluombenzene 101 54-134 %REC 1 3/21/2007 3:22:00 PM Sum Dibromofluoramethane 97.7 52-132 %REC 1 3/21/2007 3:22:00 PM Sure Toluene-d8 99.2 51-127 %REC 1 3/21/2007 3:22:00 PM Qualifiers: B Analyte detected in thc associated Me'J~od Bl~nk H Holding times for preparation or anaIy$is exceeded ND Not Detected at tbe Reporii~g Limit U Indicales thc compound was analyzed for but not detecte Value above quantitation range Analyte detected below quantitation limits Spike Recovery outside accepled recovery limits Value exceeds Maximum Contaminant Level Page 45 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703166 Moores Lane Greenport, N.Y. 0703166-10A Client Sample ID: No. 4 [GW] Tag Number: Collection Date: 3/20/2007 12:10:00 PM Matrix: LIQUID Analyses MERCURY Mercury TARGET ANALYTE LIST METALS Aluminum Antimony Arsenic Barium Beryllium Cadmium Calcium Chromium Cobait Copper Iron Lead Magnesium Manganese Nickel Potassium Selenium Silver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Trichlorobenzene 1,2-Dich[orobenzene 1,3-Dlch~orobenzene 1,4-Dichlorobenzene 2,4,5-Tdchlorophenol 2,4,6-Trichlorophenol 2,4-Dichlomphenol 2,4-Dimethylphenol 2,4-Dinitropheeol 2,4-Dinitrotoluene 2,6-Dinitmtoluene 2-Chloronaphthalene 2-Chloropheno[ Result Limit Qual Units SW7470A U 0.000200 mg/L SW6010B SW30'IOA 605 0,200 mg/L U 0.0250 mg/L 0.0806 O,0250 mg/L 1,50 0.0200 mg/L U 0.0200 mg/L U 0.0100 mg/L 54.7 0.0250 mgtL 0.852 0.0200 m§/L U 0.0200 mg/L 0.626 0.0200 mglL 350 0.200 mg/L 0.344 0.0150 mg/L 71.2 0.0200 mg/L 5.23 0.0200 mg/L 0.419 0.0200 mg/L 96.2 0.100 mglL U 0.0250 mg/L U 0.0200 mg/L 26.9 0.0300 mg/L 0.0219 0.0150 mg/L 0.668 0.0200 mg/L 1.61 0.0200 mg/L SW8270D SW35'1 U 5.1 pg/L U 5.1 pglL U 5.1 pglL U 5.1 pg/L U 5.1 pg/L U 5.1 [Jg/L U 5.1 pg/L U 5.1 pg/L U 10 pglL U 5,1 pg/L U 5.1 pg/L U 5.1 Hg/L U 5.1 pg/L DF Date Analyzed lO 10 1 1 1 1 1 1 1 1 1 1 1 Analyst: WN 3/23/2007 12:06:46 PM Analyst: JP 3/23/2007 10:35:20 AM 3/23/2007 9:46:45 AM 3/23/2007 9:46:45 AM 312312007 9:46:45 AM 3/23/2007 9:46:45 AM 3/23/2097 9:46:45 AM 3/23/2007 9:45:45 AM 3/2312007 9;46:45 AM 3/2312007 9:46:45 AM 3/23/2097 9:46:45 AM 3~23~2007 10:35:20 AM 3/23/2007 9:46:45 AM 3/23/2007 9:46:45 AM 3/2312007 9:46;45 AM 3/23/2007 9:46:45 AM 3/23/2007 9:46:45 AM 3/23/2007 9:46:45 AM 3/23/2007 9:46:45 AM 312312007 9;46;45 AM 3/23/2007 9:46:45 AM 3/2312007 9:46:45 AM 3/23/2007 9:46:45 AM Analyst: RN 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3126/2007 7:20:00 PM 3/28/2007 7:20:00 PM 3~26~2007 7:20:00 PM 3/26/2007 7:20:00 PM 3/2612007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2007 7;20:00 PM 3/26/2007 7:20:00 PM Qualifiers: Analyte detected in thc associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at thcReporting Limit U Indicates the compound was analyzed for but not detecte E Value above quantitation range J Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds M~.ximum Conlaminant Level Page 46 ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-O7 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 4 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:10:00 PM Lab ID: 0703166-10A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82706 SW3510 Analyst: RN 2-Methylnaphthalene U 5.1 IJglL 1 3/26/2007 7:20:00 PM 2~Methylphenol U 5.1 I~g/L 1 3126/2007 7:20:00 PM 2-Nitroaniline U 5.1 Fg/L 1 3/26t2007 7:20:00 PM 2-N[trophenol U 5.1 la§IL I 3/26/2007 7:20:00 PM 3,3'-Dichlorober~zidine U 5.1 I~g/L 1 3/26/2007 7:20:00 PM 3+4-Methylphenol U 5.I pglL I 3/26/2007 7:20:00 PM 3-Nitroan[[ioe U 5.1 pglL 1 3/26/2007 7:20:00 PM 4.6-Dinitro-2-methylphenol U 5.1 pg/L 1 3/26/2007 7:20:00 PM 4-Bromophenyl phenyl ether U 5.1 IJg/L 1 3/26/2007 7:20:00 PM 4-Chlero-3-methylphenol U 5.1 IJglL 1 3/26/2007 7:20:00 PM 4.Chloroaniline U 5,1 lag/L 1 3126/2007 7:20:00 PM 4-Chlerophenyl phenyl ether U 5,1 pg/L I 3/26/2007 7:20:06 PM 4--Nitroaniline U 5.1 pg/L 1 3/26/2007 7:20:00 PM 4-Nitrophenol U 5.1 IJg/L 1 312612007 7:20:00 PM Acenaphthene U 5.1 pg/L 1 3/26/2007 7:20:00 PM Acenaphthyiene U 5.1 pg/L I 3/2612007 7:20:00 PM Aniline U 5.1 pglL 1 3/26/2007 7:20:00 PM Anthracene U 5.1 pgfL I 3/26/2007 7:20:00 PM Azobenzene U 5.1 pg/L 1 3/2612007 7:20:00 PM Benzidine U 5.1 pg/L 1 3/26/2007 7:20:00 PM Benzo(a)anthracene U 5.1 I~g/L I 3/26/2007 7:20:00 PM Benzo(a)pyrene U 5.1 Iag/L I 3/26/2007 7:20:00 PM Benzo(b)fluraranthene U 5.1 pg/L I 3/26/2007 7:20:00 PM Benzo(g,h,i)pePJlene U 5,1 I.!g/L 1 3126/2007 7:20:00 PM Benzo(k)fluoranthene U 5.1 pg/L 1 3/26/2007 7:20:00 PM Benzoic acid U 5.1 pg/L I 3/26/2007 7:20:00 PM Benzyl alcohol U 5.1 FglL t 3/26/2007 7:20:00 PM Bis(2-chloroethexy}methane U 5.1 pg/L 1 3/26/2007 7:20:00 PM Bis(2-chloroethyl}ether U 5.1 gglL 1 3/26/2007 7:20:00 PM Bis(2-chloroisopropyDether U 5.1 pglL 1 3/26/2007 7:20:00 PM Bis(2-ethyihexyl)phthalate U 5.1 gg/L 1 3/26/2007 7:20:00 PM Butyl benzyi phthalate U 5.1 IJg/L I 3/26/2007 7:20:00 PM Carbazole U 5.1 pg/L I 3/2612007 7:20;00 PM ChPJsene U 5.1 pg/L 1 3~26~2007 7:20:00 PM Dil3enzo(e,h}anthracene U 5.1 gg/L I 3/26/2007 7:20:00 PM Dibenzofuran U 6.1 pg/L 1 3/2612007 7:20:00 PM Diethyl phthalate U 5.1 pglL I 3~26~2007 7:20:00 PM Dimethyl phthalate U 5,1 pglL 1 3/26/2007 7:20:00 PM Di-n-butyl phthalate U 5.1 pg/L 1 3/26/2007 7:20:00 PM Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U indicalcs thc compound ~vas analyzed for but not detecte E Value above quantltation range J Analyle delectcd below quantitation limits S Spike Recovery out~ide accepted recovery limits X Value exceeds Mmximum Contaminant Level Page 47 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 4 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:I0:00PM Lab ID: 0703166-10A Matrix: LIQUID Analyses Result Limit Qual Unils DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 Di-n-ectyl phthalate Fluoranthene F~uorene Hexachlorobenzene Hexachlorobutadiene Hexachlorocyclope ntadiene Hexachloroethane Indeno(1,2,3-c, cl)pyrene Isophorone Naphthalene Nitrobenzene N-Nitrosodimet hylamine N~Nitros odi-mpropyla mine N-Nitrosodip henylamine Pentachlorophenol Phenani~hrene Phenol Pyrene Pyridine Surf: 2,4,6-Tribromaphenol Surr: 2-Fluorebiphenyl Surf. 2-Fluorophenol Sun": 4-Terphenyl.-d 14 Surr: Nitrobenzene-d5 Sure Phenol-d6 VOLATILE SW-846 METHOD 8260 1,1,1,2-Tetrachloroethane 1,1,1 -Trichloroethane 1 ,I ,2,2-Tetrachlo roetha ne 1,1,2-THchloro-1,2,2-trifluoroethane 1,1,2-Tdchloroethane 1,1-D[chloroethane 1,1-Dichloroethene 1,1-Dichlorapropene 1,2,3-Trichlo robenzene 1,2,3-Trtchloropropa ne 1,2,4,5-Tetramet hylbenzen e 1,2,4-Tdchlorobenzene 1,2,4-Tfimethytbenzene SW82700 SW3510 U 5.1 pglL 1 U 5.1 pg/L 1 U 5.1 1191L 1 U 5.1 pglL 1 U 5.1 pg/L 1 U 5.1 pg/L 1 U 5.1 pgA_ 1 U 5.1 I~g/L 1 U 5.1 p g/L 1 U 5.1 wg/L 1 U 5.1 pg/L 1 U 5.1 pgA- 1 U 5.1 !JglL 1 U 5.1 IJg/L 1 U 5.1 pg/L U 5,1 p§/L 1 U 5.1 pg/L 1 U 5.1 pg/L 1 U 5.1 I~g/L 1 63.7 22-124 %REC 1 77.4 18-124 %REC 1 53.1 16-112 %REC 1 73.4 17-121 %REC 1 69.6 19-115 %REC 1 32,5 12-I02 %REC 1 SW82609 U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 pg& 1 U 1 .O pgA- 1 U 1 .O pg/L 1 U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 IJglL 1 U 1.0 pg/L 1 U 1.0 gg/L 1 U 1.0 pg/L 1 U 1.0 pglL I Analyst: RN 312612007 7:20:00 PM 312612007 7:20:00 PM 3126/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2807 7:20:00 PM 3/26/2007 7:20:00 PM 3126/2007 7:20;00 PM 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2097 7:20:00 PM 3126/2007 7:20:00 PM 3/2612007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3~26~2007 7;20:00 PM 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3/29/2007 7:20:00 PM 312612007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM 3/2612007 7:20:00 PM 3/26/2007 7:20:00 PM 3/26/2007 7:20:00 PM Analyst: LDS 3/21/2007 4:09:00 PM 3/21/2007 4:09:90 PM 312112007 4:09:00 PM 3/2112007 4:09:00 PM 3/21/2007 4:09:00 PM 3/21/2007 4:09:00 PM 3/21/2007 4:09:00 PM 3/21/2007 4:09:00 PM 3/2112007 4:09:00 PM 3/2112007 4:09:00 PM 312112007 4:09:00 PM 3/21/2007 4:09:00 PM 3/21/2007 4:09:00 PM · · · Qualifiers: B Anatyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecto E Value above quantitation range I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminan! Level Page 48 of'70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 4 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:I0:00PM Lab ID: 0703166-10A Matrix: LIQUID Analyses Result Limit Qual Unils DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS 1.2-Dibromo-3-ch[oropropane U 1.0 pglL I 3/21/2007 4:09:00 PM 1,2-Dibromoethane U 1.0 pg/L 1 3t2112007 4:09:00 PM 1,2-Dichlorobenzene U 1.0 IJg/L 1 3/21/2007 4:09:00 PM 1.2-Dichloroethane U 1.0 pg/L 1 3/21/2007 4:09:00 PM 1,2-Dichloroprepane U 1.0 pg/L I 3/21/2007 4:09:00 PM 1,3,5-Tdmethylbenzene U 1.0 pg/L I 3/21/2007 4:09:00 PM 1,3-Dich~orobenzene U 1,0 pg/L I 3/21/2007 4:09:00 PM 1,3<lichleropropane U 1.0 pg/L 1 3/21/2007 4:09:00 PM 1,4-Dichlorobenzene U 1.9 IJglL 1 3/21/2(107 4:09:00 PM 2,2-Dlchlompropane U 1.0 [Jg/L I 3/21/2007 4:09:00 PM 2-Butanone U 3.0 IJg/L I 3/21/2007 4:09:00 PM 2-Chloroethyl vinyl ether U 1.0 IJg/L 1 3/21/2007 4:09:00 PM 2-Chloroto[uene U 1.0 IJg/L 1 3/21/2007 4:09:00 PM 2-Hexanone U 2.0 pg/L 1 3/21/2007 4:09:00 PM 2-Pmpanol U 1.0 pglL 1 3/21/2007 4:09:00 PM 4-Chlorotoluene U 1.0 i~g/L I 3/21/2007 4:09:00 PM 4-1sopropyfioluene U 1.0 [JglL 1 3/21/2007 4:09:00 PM 4-Methyl-2-pentanone U 2.0 I~glL 1 312112007 4:09:00 PM Acetone U 2.0 IJg/L 1 3/21/2007 4:09:00 PM Acrolein U 1.0 IJg/L I 3/2112007 4:09:00 PM Acrylonitdle U 1.0 lJglL 1 3121/2007 4:09:00 PM Benzene U 1.0 pg/L I 3/21/2007 4;09:00 PM Bmmobenzene U 1.0 99/1- 1 3/21/2007 4:09:00 PM Bromochlommethane U 1.0 gg/L I 3/21/2007 4:09:00 PM Bromodichloromethane U 1.0 Ng/L I 3/21/2007 4:09:00 PM Bromoform U 1.0 ~g/L 1 3121/2007 4:09:00 PM Bromomethane U 1.0 IJg/L 1 3/21/2007 4:09:130 PM Carbon disulfide U 1.0 IJg/L 1 3/2112007 4:09:00 PM Carbon tetrachlo~de U 1.0 IJg/L 1 3/21/2007 4:09:00 PM Chlorobenzene U 1.0 IJg& 1 3/21/2007 4:09:00 PM Chlorodifiuoromethane U 1.0 IJglL 1 3/21/2007 4:09:00 PM Chloroethane U 1.0 pg/L 1 3/21/2007 4:09:00 PM Chlorol~orm U 1.0 pg/L I 3/21/2007 4:09:00 PM Chloromethane U 1.0 9g/L I 3/21/2007 4:09:00 PM cis-1,2-Dichleroethene U 1.0 pg/L I 3/2112007 4:09:00 PM cis-1,3.Dichloropropene U 1,0 pg/L 1 3121/2007 4:09:00 PM Dibmmochloromethane U 1.0 IJg/L 1 3/21/2007 4:09:09 PM Dibromomethane U 1.0 [Jg/L 1 3/21/2007 4:09:00 PM Dichlorodifluoromethane U 1.0 pg/L 1 3/21/2007 4:09:00 PM Qualifiers: B Analyte detected in th,: associated Method Blank H Holding times for p~cparalion or analysis exceeded ND Not Detected at thc Reporting Limit U Indicates the compound was analyzed for but not detecte E Yaluc above quantitation range J Analytc detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 49 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 4 [GW] Lab Order: 0703166 Tag Number: Project: MooresLane Greenport, N.Y. Collection Date: 3/20/2007 12:10:00PM Lab ID: 0703166-10A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS Diisopropyl ether U 1.0 IuglL I 3/21/2007 4:09:00 PM Ethanol U 1.0 IJg/L 1 3/21/2007 4:09:00 PM Ethyr acetate U 1.0 ~g/L I 3/2112007 4:09:00 PM Ethylbenzene U 1.0 ~Jg/L I 3121/2007 4:09:00 PM Freon-114 U 1,0 pglL I 312112007 4:09:00 PM Hexachlarobutadiene U 1.0 tJg/L I 3/21/2007 4:09:00 PM tsopropyl acetate U 1.0 IJg/L 1 3/2112007 4:09:00 PM Isopropylbenzene U 1.0 gg/L I 3/21/2007 4:09:00 PM m.p-Xylene U 2.0 uglL I 3/21/2007 4:09:00 PM Methyl te~t-butyl ether U 1.0 pglL 1 3/21/2007 4:09:00 PM Methylene chloride U 1.0 pg/L 1 3/21/2007 4:09:00 PM n-Amyl acetate U 1.0 gg/L 1 3/21/2~107 4:09:00 PM Naphthalene U 1.0 ug/L 1 3/21/2007 4:09:00 PM n-Butyl acetate U 2.0 pg/L 1 3/21/2007 4:09:00 PM n-Bury]benzene U 1.0 IJg/L 1 3/21/2007 4:09:00 PM n-Propyi acetate U 1~0 I~g/L I 3/21/2007 4:09:00 PM n-Propylhenzene U 1.0 pglL 1 3/21/2007 4:09:00 PM o-Xylene U 1.0 I~g/L 1 3/21/2007 4:09:00 PM p-Diethylbenzene U 1.0 ug/L 1 3/21/2007 4:09:00 PM p-Ethyltoluene U 1.0 ug/L 1 3/21/2007 4:09:00 PM sec-Butylbenzene U 1.0 pg/L I 3/21/2007 4:09:00 PM Styrene U 1.O I~g/L 1 3/21/2007 4:09:00 PM t-Buy alcohol U 1.0 gglL I 3/21/2007 4:09:00 PM tert-Butylbenzane U 1.0 gg/L 1 3/21/2007 4:09:00 PM Tetrachloroethene U 1.0 ~Jg/L 1 3/21/2007 4:09:00 PM Toluene U 1.0 IJg/L 1 3/2112007 4:09:00 PM trans-l.2-Dichloroethene LI 1.0 gg/L 1 3/21/2007 4:09:00 PM trane-l.3-Dichloroptopene U 1.0 IJglL I 3/21/2007 4:09:00 PM Tdchlamethene U 1.0 gg/L I 3/21/2007 4:09:00 PM Tdchlomfluoromethano U 1.0 IJg/L I 3/21/2007 4:09:00 PM Vinyl acetate U 1.0 l~glL I 3/21/2007 4:09:00 PM Vinyl chloride U 1.0 pg/L I 3/21/2007 4:09:00 PM Surf: 4-Bromofluorobenzene 103 54-134 %REC I 3/21 ~2007 4:09:00 PM Surr: Dibromofluoromethane 105 52-132 °/~REC 1 3/21/2007 4:09:00 PM Surn Toluene-d8 96.5 51-127 %REC 1 3/21/2007 4:09:00 PM · · · · · · Qualifiers: B ^nalyt¢ deteclcd in the associated Method Blank H Holding times for preparalion or analysis exceeded ND Not Detected at tile Reporting Limit U Indicates the compound w~ analyzed for but not detecto Value above quantitation range Analyle detected below quantltation limits Spike Recovery oulside accepted recovery limits Value exceeds Maximum Contaminant Level Page 50 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 3 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:55:00 PM Lab ID: 0703166-1 IA Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed MERCURY Mercury TARGET ANALY"rE LIST METALS Aluminum Antimony Arsenic Barium Beryllium Cadmium Calcium Chromium Cobalt Copper [mn Lead Magnesium Manganese Nickel Potassium Selenium Silver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Trichlorobenzene 1,2-Dichlombenzene 1,3-DIchlombenzene 1,4-Dichlorobenzene 2,4,5-Tfichlorophenol 2,4,6-Trichlo roph enol 2,4-Dichlomphenol 2,4-Dimethylphenol 2,4*Dinitmphenol 2,4-Dinitrotoluene 2,6-Dinitrotoluene 2-Chloronaphthalene 2-Ch[omphenol SW7470A Analyst: WN u 6.o00200 mg/L I 3/23/2007 12:08:53 PM SW60'I 0B SW30'~ 0A Analyst: JP 265 0.0200 mg/L 1 312312007 9:49:03 AM U 0.0250 mg/L 1 312312007 9:49:03 AM 0.0718 0.0250 mg/L I 3~23~2007 9:49:03 AM 1.20 0.0200 mg/L 1 3~23~2007 9:49:03 AM U 0.0200 mg/L I 3~23~2007 9:49:03 AM U 0.0100 mg/L 1 312312007 9:49;03 AM 36,4 0,0250 mg/L 1 3/23/2007 9:49:03 AM 0.398 0.0200 mg/L 1 3/23/2007 9:49:03 AM U 0.0200 mglL I 3/2312007 9:49:03 AM 0.350 0.0200 mg/L I 3126/2007 9:49:03 AM 160 0.0200 mglL 1 3~23~2007 9:49:03 AM 0.280 0.0150 mglL 1 3/23/2007 9:49:03 AM 49.0 0.0200 mg/L 1 3/2312007 9:49:03 AM 8,50 0.0200 mg/L 1 3/23/2007 9:49:03 AM 0.297 0.0200 mg/L 1 3/23/2007 9:49:03 AM 75.3 0.100 mg/L I 3/23/2007 9:49:03 AM LI 0.0250 mg/L 1 3123/2007 9:49:03 AM U 0.0200 mg/L 1 312312007 9:49:03 AM 21.3 0.0300 mg/L 1 6/23/2007 9:49:03 AM U 0,0150 mglL I 3/23/2007 9:49:03 AM 0.450 0.0200 mg/L I 3123/2007 9:49:03 AM 0.974 0.0200 mg/L I 3/2312007 9:49:03 AM SW8270D SW3510 Analyst: RN U 5.1 pg/L 1 3/26/2007 7:58:00 PM U 5.1 pg/L I 3~26~2007 7:58:00 PM U 5,1 pglL 1 3/26/2007 7:58,:00 PM U 5,1 pg/L 1 3/26/2007 7:58:00 PM U 5.1 lJg/L 1 3/26/2007 7:58:00 PM U 5.1 pg/L 1 3/26/2007 7:58:00 PM U 5.1 Fg/L 1 3/26/2007 7;58:00 PM U 5.1 pg/L 1 3/26/2007 7:58:00 PM U 10 pg/L 1 3126/2007 7:58:00 PM U 5.1 pglL I 3/2612007 7:58:00 PM U 5.1 pglL I 3/26/2007 7:58:00 PM U 5.1 pglL 1 3/26/2007 7:58:00 PM U 5,1 pg/L 1 3/26/2907 7:58:g0 PM Qualifiers: B Analyte detected in the associated Method Blank 1.1 Holding times for preparation or analysis exceeded ND Not Detected at tbe Reporting Limit U Indicates the compound was anayzcd fur but not detecte E Value above quantitation range J Analyte detected below quantilation limils S Spike Rccovery outside accepted recovery limits X Value exceeds M~ximum Contaminaut Level Page 51 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-O7 CLIENT: P.W. Greaser Consulting Client Sample ID: No. 3 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:55:00 PM Lab ID: 0703166-1 IA Matrix: LIQU1D Analyses Result Limit Qua1 Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82700 SW3510 Analyst: RN 2-Methylnaphthalene U 5.1 lag/L I 3/26/2007 7:58:00 PM 2-Methylphenol U 5.1 I JAIL 1 3/26/2007 7:58:00 PM 2-Nitroanigne U 5.1 ug/L 1 3/26/20[37 7:58:00 PM 2-Nitmphenol U 5.1 ~glL 1 3/2612007 7:58:00 PM 3,3'-Dichlorebenz[d[ne U 5.1 IJgA- 1 3/26/2007 7:58:00 PM 3+4-Methylphenol U 5.1 pg/L I 3/26/2007 7:58:00 PM 3-Nitreaniline U 5.1 I~fl/L 1 3/2812007 7:68:00 PM 4,6-Dinitro-2-methylphenol U 5.1 ug/L 1 3126/2007 7:58:00 PM 4-Bmmophenyl phenyl ether U 5.1 u§/L I 3/26/2007 7:58:00 PM 4-Chloro-3-methylphenol U 5.1 laglL I 3126/2007 7:58:00 PM 4-Chloroanillne U 5.1 laglL I 3/26/2007 7:58:00 PM 4-Chlorophenyl phenyl ether U 5.1 ~Jg/L 1 3/2612007 7:58;00 PM 4-Nitroanlline U 5.1 lag/L 1 3/26/2007 7:58:00 PM 4-Nitrophenol U 5.1 lag/L I 3/26/2007 7:56:00 PM Acenaphthene U 5.1 lag/L I 3/2612007 7:58:00 PM Acenaphthylene U 5.1 ~lg/L 1 3/26/2007 7:58:00 PM Aniline U 5.1 pAlL I 3/2612607 7:58:00 PM Anthracene U 5.1 laglL t 3/26/2007 7:58:00 PM Azobenzene U 5.1 HAlL I 3/26/2007 7:58:00 PM Benz[dine U 5.1 pgA- 1 3/2612007 7:58:00 PM Benzo(a)anthracene U 5.1 pAlL I 312612007 7:58:00 PM Benzo(a) pyrene U 5.1 pg/L 1 312612007 7:58:00 PM Benzo(b)fueranthene U 5.1 lagA_ 1 3/26/2007 7:58:00 PM Benzo{g,h,i)perylene U 5.1 lag/L 1 312612007 7:58:00 PM Benzo(k)fluoranthene U 5.1 lag/L I 3/2612007 7:58:00 PM Benzoic acid U 5.1 lagP._ I 312612007 7:58:00 PM Benzyl alcohol U 5.1 laglL 1 3/2612007 7:58:00 PM Bis(2-chloroethoxy)methane U 5.1 lagtL I 3/2612007 7:56:00 PM Bis(2-chlomethyl)ether U 5.1 lag/L 1 312612007 7:58:00 PM Bis(2-chloroisoprapyl)ether U 5,1 lag/L 1 3126t2007 7:58:00 PM Bis(2-ethylhexyl)phthalate U 5.1 pAlL 1 3/26/2007 7:58:09 PM Butyl benzyl phthalate U 5.1 pAlL I 3/26/2007 7:58:00 PM Carbazole U 5,1 lag/L 1 3/2812007 7:58:00 PM Chrysene U 5.1 lag/L I 3/2612007 7:58:00 PM Dibenzo(a,h)anthracene U 5.1 lag/L I 3/26/2007 7:58:130 PM Dibertzofuran U 5.1 pg/L I 3/26/2007 7:58:00 PM Diethyl phthalate U 5.1 lag/L 1 3126/2007 7:58:00 PM Dimethy[ phthalate U 5.1 lag/L 1 3/26/2007 7:58:011 PM D[-n~utyl phthalate U 5.1 lag/I- 1 3126/2007 7:58:00 PM Qualifiers: B Analyte detected in the associated Method Blank It Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates !he compound w~s analyzed for but not detecte E Value above quantitalion range J Analytc detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Max/mum Contaminant Level Page 52 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 3 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:55;00 PM Lab ID: 0703166-1 lA Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 Di-n.octyl phthalate Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlomcyclopent adiene Hexachloroe[hane Indeno(1,2,3-c,d)pyrene Isophorone Naphthalene Nitrobenzene N-NitmsodimethyMmine N-Nitrosodi-n-propylamine N-Nilrosodiphenylamine Pentachiorophenol Phenanthrene Phenol Pyrene Pyridine Surr: 2,4,6-Tribromophenol Surt: 2-Fluorobiphenyl Sum. 2-Fluofophenol Sum. 4-Terphenyl-dl 4 Sure Nitrobenzene-d5 Sum. Phenol-d6 VOLATILE SW-846 METHOD 8260 1,1,1,2-Tetrachloroethane 1,1,1 -Trichloroethane 1,1,2,2-Tetrachloroethane 1,1,2-Trichloro-l,2,2-trifluoroethane 1,1,2-Trichloroethane 1,1-Dichloraethane 1,1 .Dichloroethene 1,1 ~Dichloropropene 1,2,3-Tfichlo robenzene 1,2,3-Trich[oropropane 1,2,4,5-Tetra met hylbenzene 1,2,4-Trfchlo robenzene 1,2,4-Trimethylbenze ne SW8270D SW3810 Analyse RN U 5.1 pglL 1 3/26/2007 7:58:00 PM U 5.1 IJglL 1 3126/2007 7:50:00 PM U 5.1 HglL 1 3/25/2007 7:58;00 PM U 5.1 pg/L I 3/25/2007 7:fi8:00 PM U 5.1 IJg/L 1 3/25/2007 7:58:00 PM U 5.1 I~g/L 1 3/25/2007 7:58:00 PM U 5.1 pg/L I 3/26/2007 7:58:00 PM U 5.1 FgtL 1 3t26/2007 7:58:00 PM U 5.1 pglL 1 3t26/2007 7:58:09 PM U 5.1 pg/L 1 3/26/2007 7:58:00 PM U 5.1 pg/L 1 3/26/2007 7:58:00 PM U 5.1 pg/L 1 3/26/2007 7:58:00 PM U 5.1 pglL I 3/28/2007 7:58:00 PM U 5.1 pg/L 1 3/28/2007 7:58:00 PM U 5,1 pg/L 1 3/25/2007 7:58:00 PM U 5.1 pg/L I 3/25/2007 7:55:00 PM U 5.1 pg/L 1 3/26/2007 7:58:00 PM U 5,1 pg/L 1 3t26/2007 7:55:00 PM U 5.1 pg/L I 3/26/2007 7:58:00 PM 70,7 22-124 %REC 1 312612007 7:58:00 PM 79.0 18-124 %REC I 3/20/2007 7:59:00 PM 55.4 16-112 %REC I 3126/2007 7:88:00 PM 75.1 17-121 %REC I 3/25t2007 7:58:00 PM 88.5 19-115 %REC 1 3~26~2007 7:58:00 PM 34.7 12-102 %REC 1 3/28/2007 7:58:00 PM SW8200B Analyst: LDS U 1.0 pg/L I 3/21/2007 4:57:00 PM U 1.0 pg/L 1 3121/2007 4:57:00 PM U 1.0 tJg/L I 3121/2007 4:57:00 PM U 1.0 pg/L I 3/21/2007 4:57:00 PM U 1.0 pglL 1 3/21/2007 4:57:00 PM U 1.0 IJg/L 1 3121/2007 4:57:00 PM U 1,0 pg/L 1 3121/2007 4:57:00 PM U 1 0 pg/L 1 3/21/2607 4:57:00 PM U 1,0 pg/L I 3/21/2007 4:57:00 PM U 1.0 pg/L 1 3/21/2007 4:57:00 PM U 1.0 pg/L 1 3/21/2007 4:57:00 PM U 1,0 pglL 1 3/21/2007 4:57:00 PM U 1.0 pg/L I 3/21/2007 4:57:00 PM Qualifiers: B Analyte detected in the associalcd Metbod Blank E Value above quantitation range H Holding limes for prcpam0on or analysis exceeded ND Not Dctected at the Reporting Limit U Indicates the compound was analyzed for but not detecle J Analytc detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 53 ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 3 [GW] Lab Order: 0703166 TagNumber: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 12:55:00 PM Lab ID: 0703166-1 IA Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS 1,2-Dibromo-3-chloropropane U 1.0 pg/L 1 3121/2007 4:57:00 PM 1,2-Dibromoethane U 1.0 IJg/L 1 3/21/2007 4:57:00 PM 1,2-Dichlorobenzene U 1.0 I~g/L 1 3/21/2007 4:57:00 PM 1,2-Dichlomethane U 1.0 gg/L 1 3/21/2007 4:57:00 PM 1,2-Dichloropropane U 1.0 pg/L 1 3/21/2007 4:57:00 PM 1,3,5-Tfimethylbenzene U 1.0 [Jg/L I 312112007 4:57:00 PM 1,3-Dichrorobenzene U 1.0 ~Jg/L 1 3121/2007 4:57:00 PM 1,3-dichloropropane ·U 1.D ~JglL I 3121/2007 4:57:00 PM 1,4-Dichlorobenzene U 1.0 IJglL I 312112007 4:57:00 PM 2,2-Dichloropmpane U 1.0 uglL 1 3/2112007 4:57:00 PM 2-Butanone U 3.0 pg/L 1 3/2112007 4:57:00 PM 2-Chloroethyl vinyl ether U 1.0 pglL 1 3/21/'2007 4:57:00 PM 2-Chlorotoluene LI 1,0 p§/L I 3/21/2007 4:57:00 PM 2-Hexanone U 2.0 pg/L I 3/21/2007 4:57:00 PM 2-Propanol U 1.0 gg/L 1 3/21/2007 4:57:00 PM 4-Chlorotoluene U 1.0 pglL 1 3/21/2007 4:57:00 PM 4-1sopropyltoluene U 1.0 pg/L 1 3121/2007 4:57:00 PM 4-Methyl-2-pentanone U 2.0 ~g/L I 3/21/2007 4:57:00 PM Acetone U 2.0 pg/L 1 3/21/2007 4:57:00 PM Acrolein U 1.0 IJglL 1 3/21/2007 4:57:00 PM Acrylonitrile U 1.0 I~g/L I 3/21/2007 4:57:00 PM Benzene U 1.0 pg/L 1 3121/2007 4:57:00 PM Bromobenzene U 1.0 pg/L 1 312112007 4:57:00 PM Bromochloromethane U 1.0 pg/L I 3/21/2007 4:57:00 PM Bromodichloromethane U 1.0 IJglL I 3121/2007 4:57:00 PM Bromoform U 1.0 pglL 1 3/21/2007 4:57:00 PM Bromomethane U 1.0 pg/L 1 3/21/20D7 4:57:00 PM Carbon disulfide U 1.0 pg/L 1 3/21/2007 4:57:00 PM Carbon tetrachlor[de U 1.0 I~glL I 312112007 4:57:00 PM Chlorobenzene U 1.0 pg/L 1 3/21/2007 4:57:00 PM Chlorodifluoromethene U 1.0 pg/L 1 312112007 4:57:00 PM Chloroethane U 1.0 pg/L 1 3121/2007 4:57:00 PM Chloroform U 1.0 pg/L 1 3/21/2007 4:57:00 PM Chloromethane U 1.0 Ftg/L I 3/21/2007 4:57:00 PM cls-l,2-Dichloroethene U 1.0 pg/L I 3/21/2007 4;57:00 PM cis-1,3-Dichloropropene U 1.0 pg/L 1 3121/2007 4:57:00 PM Dibromochtoromethane U 1.0 pg/L 1 3/21/2007 4:57:00 PM Dibromomethane U 1.0 pg/L 1 3/21/2007 4:57:00 PM Dichlomdifluommethane U 1.0 IJg/L 1 3/21/2007 4:57:00 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range · · · · · H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound ~v= analyzed for but not detecle J Analytc detected below quantitation limiLs S Spike Recovery ouLside accepted recovery limits X Value exceeds Moximum Contaminant Level Page 54 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consultlng Client SampleID: No. 3 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3~0/2007 12:55:00 PM Lab ID: 0703166-1 IA Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LD$ Diisopropyl ether U 1,0 IJg/L 1 3121/2007 4:57:00 PM Ethanol U 1.0 pg/L 1 3/2112007 4:57:00 PM Ethyl acetate U 1.0 pg/L 1 3/21/2007 4:57:00 PM Ethylbenzene U 1.0 pglL I 3/21/2007 4:57:00 PM Freon-114 U 1.0 pg/L 1 3121/2007 4:57:00 PM Hexachlorobutadiene U 1.0 pg/L I 3/21/2007 4:57:00 PM Isopropyl acetate U 1.0 pg/L 1 3/21/2007 4:57;00 PM Isopropylbenzene U 1.0 pg/L 1 3/21/2007 4:57:00 PM m,p-Xylene U 2.0 pg/L I 3/21/2007 4:57:00 PM Methyl tart-butyl ether U 1.0 pg/L 1 3/21/2007 4:57:00 PM Methylene chloride U 1.0 pg/L 1 3/21/2007 4:57:00 PM n-Amyl acetate U 1.0 pg/L 1 3121/2007 4:57:00 PM Naphthalene U 1.0 pg/L I 3/21/2007 4:57:00 PM n-Butyl acetate U 2.0 pg/L 1 3121/2007 4:57:00 PM n-Butylbenzene U 1.0 pg/L 1 3/2112007 4:57:00 PM n-Propyl acetate U 1.0 pg/L 1 3/21/2007 4:57:00 PM n-Propylbenzene U 1.0 gg/L 1 3/21/2007 4:57:00 PM o-Xylene U 1.0 pg/L 1 3/21/2007 4:57:00 PM p-Diethylbenzene U 1.0 IJg/L I 3t21/2007 4:57:00 PM p-EthyltoMene U 1.0 pg/L 1 3/21/2007 4:57:00 PM sec-Butyibenzene U 1.0 pg/L 1 3/21/2007 4:57:(]0 PM Styrene U 1,0 pg/L 1 3/2112007 4:57:00 PM t-Butyl alcohol U 1,0 pg/L 1 312112007 4:57:00 PM tert. Butylbenzene U 1.0 pg/L I 3/21/2007 4:57:00 PM Tetrachloraethene U 1.0 pglL 1 3t21/2007 4:57'.00 PM Toluene 2.4 1.0 pg/L 1 3/2112007 4:57;00 PM frans-1,2-DichJoroethene U 1.0 pg/L 1 3/21/2007 4:57:00 PM trans-1,3-Dichloropropene U 1.0 pg/L I 3/21/2007 4:57:00 PM Trichlomethene U 1.0 pg/L 1 3/21/2007 4:57:00 PM Tdchlorofluoramethane U 1.0 I~g/L 1 3/21/2007 4:57:00 PM Vinyl acetate U 1.0 pg/L I 3121t2007 4:57;00 PM Vinyl chloride U 1.0 pglL 1 3/21/2007 4:57:00 PM Sum 4-Bromofluorobenzene 98.9 54-134 %REC 1 3/2112007 4:57:00 PM Sure Dibromofluoromethane 105 52-132 %REC 1 3121/2007 4:57:00 PM Surr: Toluene-d8 96.7 51-127 %REC 1 312112007 4:57:00 PM Qualifiers: B Analyte detecled in fire associated Method Blank H Holding limes for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not delecte E Value above quantitation ra~gc J Analyte detected below quantilalion limits S Spike Recove[7 outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 55 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-OZ CLIENT: P.W. Grosset Consulting Client Sample 1D: No. 2 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Grcenport, N.Y. Collection Date: 3/20/2007 1:20:00 PM Lab ID: 0703166-12A Matrix: LIQUID Analyses Result Units DF MERCURY Memury TARGET ANALYTE LIST METALS Aluminum Antimony Amenic Barium Be~llium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Nickel Potassium Selenium Silver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Trichlorobenzene 1,2-D[chlorobenzene 1,3-DIchlorobenzene 1,4-Dichlorobenzene 2,4,5-Trichlorophenol 2,4,6-Trichlorophenol 2,4-Dichlorophenol 2,4-Dimethylphenol 2,4-Dinitrophenol 2,4-Dinitrotoluene 2,5-Dinitrotoluene 2-Chloronaphthalene 2-Chlomphenol Limit Qual SW7470A U 0.000200 mg/L 1 SW6010B SW3010A 170 0.020o mglL U 0.0250 mg/l. 0.0372 0.0250 mg/L 0.739 0.0200 mg/L U 0.0200 mg/L U 0.0100 mg/L 12.5 0.0250 mg/L 1,08 0.0200 mg/L U 0.0200 mg/L 0.276 0.020g rog/L 137 0.0200 rog/L 0.136 0,0150 mg/L 27.6 0.0200 mglL 4.08 0.0200 mg/L 0.602 0.0200 mg/L 22.9 0.100 mglL U 0.0250 mg/L U 0.0200 mg/L 10.0 0.0300 rng/L U 0.0150 mg/L 0.374 0.0200 mg/L 0.665 0,0200 mg/L SW82700 SW3510 U 5.2 pglL 1 U 5.2 pg/L 1 U 5.2 Hg/L 1 U 5.2 pg/L 1 U 5.2 Fg/L 1 U 5.2 ggJL 1 U 5.2 pg/L 1 U 5.2 pg/L 1 U 10 pg/L 1 U 5.2 pglL 1 U 5.2 pglL 1 U 5.2 pg/L 1 U 5.2 pg/L 1 Dale Analyzed Analyst: WN 3/23/2007 12:11:01 PM Analyst: JP 3/23/2007 g:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 g:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3~23~2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM 3/23/2007 9:51:20 AM Analyst: RN 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9;12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 g:12:00 AM 3/27/2007 g:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM · · · · · Qualifiers: B Analyte detected in thc associated Method Blank H Holding times tbr preparation or analysis cxceeded ND Not Detecled at the Reporting Limit U Indicates the compound was analyzed for but not dctccte E Value above quantilation range J Analyte detected below quantitation limits S Spike Recoveqt outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 56 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample II): No. 2 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 1:20:00 PM Lab ID: 0703166-12A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW35'10 2-Methylnaphthalene U 5.2 pg/L 2-Methylphenol U 5.2 ~JglL 2-Nitroanillne U 5.2 tJglL 2-Nitrophenol U 5.2 IJg/L 3,3 '-D[chlorobenz[dine U 5.2 IJg/L 3+4-Metbylphenol U 5.2 IJg/L 3-Nitroaniline U 5.2 tJg/L 4,6-Dinitro-2-methylphenol U 5.2 HgtL 4-Brornophenyl phenyl ether U 5.2 I~g/L 4-C hloro-3-met hylp henol U 5.2 pg/L 4-Chloroaniline U 5.2 IJg/L 4-Chlorophenyl phenyl ather U 5.2 pg/L 4-Nitroaniline U 5.2 pg/L 4-Nitrophenol U 5.2 pg/L Acenaphthene U 5.2 pglL Acenaphthylene U 5.2 Hg/L Aniline U 5.2 pg/L Anthracene U 5.2 IJg/L Azobenzene U 5.2 pglL Benzidine U 5.2 pglL Benzo(a)anthracene U 5.2 pglL Benzo(a)pyrene U 5.2 pg/L Benzo(b)fluoranthene U 5.2 pg/L Benzo(g,h,i)perylene U 5.2 pg/L Benzo{k)fluoranthene U 5.2 pglL Benzoic acid U 5.2 ~Jg/L Benzyl alcohol U 5.2 I~g/L Bis(2-chloroet hoxy)met bane U 5.2 pg/L Bis(2-chloroethyl)ether U 5.2 pg/L Bis(2-chlo raisopmpyl)ether U 5.2 pg/L BIs(2-ethylhexyl)pht halate U 5.2 pg/L Butyl benzyl phthalate U 5.2 pg/L Carbazole U 5.2 pg/L Chrysene U 5.2 Ng/L Dibenzo(a,h)anthracene U 5.2 IJg/L Dibenzofuran U 5.2 IJg/L Diethyl phthalate U 5.2 pg/L Dimethy] phthalate U 5.2 Hg/L DJ-n-butyl phthalate U 5.2 JJg/L Analyst: RN 312712007 9:12:00 AM 3/27/2007 9:12:00 AM 3127/2097 9:12;00 AM 3/27/2007 9:12:00 AM 3~27~2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3~27~2007 9:12:00 AM 3/27/2007 9:12:00 AM 3~27~2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3127/2007 9:12:00 AM 3/27/2097 9:12:00 AM 3/2712007 9:12:00 AM 312712007 9:12:00 AM 3/2712007 9:12:00 AM 3/2712007 9:12:00 AM 3/27/2007 9:12:00 AM 3/2712007 9:12:00 AM 3/2712007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9;12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM B Analyte detected in the associated Method Blank H 1101ding times for prepm~alion or analysis exceeded ND Not Detected at thc Reporting Limit U Indicates the compound was analyzed lbr but not detecte Value above quantitation range Analytc detected below quantitation limits Spike Recovery outside accepted recover7 limil~ Value exceeds Maximum Contaminant Level Page 57 of 70 American Analytical Laboratories, LLC. Date: 2&Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703166 Moores Lane Greenpo~, N.Y. 0703166-12A Client Sample ID: Tag Number: Collection Date: Matrix: No. 2 JOWl 3/20/2007 1:20:00 PM LIQUID Analyses Result SEMIVOLATILE SW-846 METHOD 8270 Di-n.-octyl phthalate U Fluoranthene U Fluomne U Hexachrorobenzene U Hexachlombutadlene U Hexachlo rocyclopentadiene U Hexachloroethane U Indeno(1,2,3-c,d)pyrene U Isophorone U Naphthalene U Nitmbenzene U N-Nitrosodimethylamlne U N-Nit rosodi-n-propylamine U N-Nitrosodiphenylamine U Pentachlorophenol U Phenanthrene U Phenol U Pyrene U Pyddine U Surr: 2,4,6-Tribromophenol 69.5 Sun':. 2-Fluorobiphenyl 73.4 Surr: 2-Fluorophenoi 49.5 Surf: 4-Terphenyl.d14 85.7 Sure Nitrobenzene-d5 65.3 Surf: Phenol-d{~ 31.1 VOLATILE SW-846 METHOD 8260 1,1.1,2-Tetrachloroethane U 1,1,1-Trichloroethane U 1,1,2,2-Tel rachloroethane U l,l,2-TricMoro-l,2,2qrifluomethane U 1,1,2-Tdchloroethane U 1,1-Dichloroethane U 1,1-Dichloroethene U 1,1-Dichloropropene U 1,2,3-Trichlombenzene U 1,2,3-Trichloropropane U 1,2,4,5-Tel ramethylbenzene U 1,2,4-Trichlorobenzene U 1,2,4-Trimelhylbenzene U Limit Qual Units DF SW82700 8W3510 5,2 pg/L 1 5.2 pg/L 1 5.2 IJg/L 1 5.2 i.lglL 1 5.2 og/L 5.2 pglL 1 5.2 pg/L 1 5.2 pg/L 1 5.2 pg/L 1 5.2 pg/L 1 5.2 IJg/L 1 5.2 pg/L 1 5.2 pg/L 1 5.2 pglL 1 5,2 pg/L 1 5.2 pg/L 1 5.2 :ag/L 1 5.2 pg/L 1 5.2 pg/L 22-124 %REC 1 18-124 %REC 1 16-112 %REC 1 17-121 %REC 1 19-115 %REC 1 12-102 %REC 1 SW8260B 1.0 pg/L 1 1.0 pg/L 1 1.0 pglL 1 1.0 pg/L 1 1.0 pglL 1 1.0 pg/L 1 1.0 ~g/L 1 1.0 pg/L 1.0 pg/L 1 1.0 I~g/L 1 1.0 IJg/L 1 1.0 pg/L 1 1.0 pg/L I Date Analyzed Analyst: RN 3/2712007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/2712007 9:12:00 AM 3/2712D07 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/2712007 9:12:00 AM 312712007 9:12:00 AM 3/27/2007 9:12:00 AM 3/2712007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/27t2007 9:12:00 AM 3/27/2007 9:12:00 AM 3/2712007 9:12;00 AM 3/2712007 9:12:00 AM 3/27/2007 9:12:00 AM 3127/2007 9:12:00 AM 3~27/2007 9:12:00 AM 3/2712007 9:12:00 AM 3/2712007 9:12:00 AM 3/27/2007 9:12:00 AM Analyst: LDS 3/21/2007 5:44:00 PM 3/2112007 5:44:00 PM 3/21/2Q07 5:44:00 PM 3121/2007 5:44:00 PM 3/2t/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3121/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/2112007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/2112007 5:44:00 PM Qualifiers= B Analyte detected in the associated Method Blank E Value above quantltation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limil U Indicates the compound was analyzed for but not detecle J Anatytc detected below quantilation limits S Spike Recovery ouLside accepted recovery limits X Value exceeds Maximum Conlamlnant Level Page 58 ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 2 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 1:20:00 PM Lab ID: 0703166-12A Matrix: L1QUID Analyses Result Limit Qual Unils DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS 1,2-Dibmmo-3-chloropmpane U 1.0 pg/L 1 3/2112007 5:44:00 PM 1,2-Dibromoethane U 1.0 pg/L I 3121/2007 5:44:00 PM 1,2-Dlchlorobenzene U 1.0 pg/L I 3/21/2007 5:44:00 PM 1,2-Dlchloroethane U 1.0 pg/L I 3/21/2007 5:44:D0 PM 1,2-Dichlompmpane U 1.0 laglL 1 312112007 5:44:00 PM 1,3,5-Trimethylbenzene U 1.0 pg/L 1 3/21/2007 5:44;00 PM 1,3-Dichlambenzene U 1.0 pg/L 1 3121/2007 5:44:00 PM 1,3-dichlempropane U 1.0 lag/L I 312112007 5:44:00 PM 1,4--Dichlorobenzene U 1.0 lag/L I 312112007 5:44:00 PM 2,2-Dichloropropane U 1.0 pg/L 1 3/21/2007 5:44:00 PM 2-Butanone U 3.0 pg/L 1 3/2112007 5:44:00 PM 2-Chloroethyl vinyl ether U 1.0 pg/L 1 312112007 5:44:00 PM 2-Chlorotoluene U 1.0 laglL 1 312112007 5:44:00 PM 2-Hexenone U 2.0 I~g/L I 3121/2007 5:44:00 PM 2-Pmpanol U 1.0 i~g/L I 3/2112007 5:44:00 PM 4-Chlorotoluene U 1.0 laglL 1 3/21/2007 5:44:00 PM 4-1sopmpyltoluene U 1.0 lag/L 1 3/21/2007 5:44:00 PM 4-Methyl-2-pentanone U 2.0 lag/L 1 312112007 5:44:00 PM Acetone U 2.0 lag/L 1 3/2112007 5:44:00 PM Acrolein U 1.0 lag/L 1 3t2t/2007 5:44:00 PM Acrylonitrile U 1.0 lag/L 1 3/21/2007 5:44:00 PM Benzene U 1.0 lag/L I 312112007 5:44:00 PM Bmmobenzene U 1.0 lag/L I 3121/2007 5:44:00 PM nromochloromethane U 1,0 la§/L 1 3/2112007 5:44:00 PM Bromodichloromethane U 1,0 lag/L 1 3/21t2007 5:44:00 PM Bromoform U 1.0 laglL 1 3t21/2007 5:44:00 PM Bmmomethane U 1.0 pg/L 1 3121/2007 5:44;00 PM Carbon disulfide U 1.0 lag/L 1 3/21/2007 5:44:00 PM Carbon tetrachloride U 1.0 lag/L I 3t2112007 5:44:00 PM Chlorobenzene U 1.0 laglL 1 3121/2007 5:44:00 PM Chlorodifluoromethane U 1.0 IJg/L I 312112007 5:44:00 PM Chloroethane U 1.0 IJg/L 1 3/21/2007 5:44:00 PM Chloroform U 1.0 pg/L I 3/21/2007 5:44:00 PM Chloromethane U 1.0 lag/i- 1 3/21/2007 5:44:00 PM cis-l,2-Dichloroethene U 1.0 laglL I 3/21/2007 5:44:00 PM cis-l,3-Oichlompropene U 1.0 pg/L I 3121/2007 5:44:00 PM Dibromochloromethane U 1.0 pg/L I 3/2112007 5:44:00 PM Dibromomethane U 1.0 lag/L 1 3/21/2007 5:44:00 PM Dichlorodifluoromethane U 1.0 pg/L 1 312112007 5:44:00 PM B Analyte detecled in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at thc Reporting Limil U Indicates thc compound was analyzed for but not detecte E Value above quantitation range J Analyle detected below quamitation limils S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 59 ofT0 American Analytical Laboratories, LLC. . Date: 2S-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample In: No. 2 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 1:20:00 PM Lab ID: 0703166-12A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-84fi METHOD 8260 SW82fi0B Diisepropyl ether U 1.0 IJglL 1 Ethanol U 1.0 pgJL 1 Ethyl acetate U 1.0 pg/L 1 Ethylbenzene U 1,0 pg/L 1 Freon-114 U 1.0 pglL 1 Hexachlorobutadiene U 1,0 pg/L 1 Isopropyl acetate U 1.0 IJg/L 1 Isopropylbenzene U 1.0 pg/L 1 m,p-Xy[ene U 2.0 pg/L 1 Methyl tort-butyl ether U 1.0 pglL 1 Methylene chloride U 1.0 pglL 1 n-Amyl acetate U 1.0 pg/L 1 Naphthalene U 1.0 iJg/L 1 n-Butyl acetate U 2.0 IJg/L 1 n-Butylbenzene U 1.0 pg/L 1 n-Propyl acetate U 1.0 pglL 1 n-Propylhenzene U 1.0 IJg/L 1 o-Xylene U 1.0 I~g/L 1 p-Dlethylbenzene U 1.0 pg/L 1 p-Ethyltoluene U 1 .o pg/L 1 sec-Butylbenzene U 1.0 I~g/[- 1 Styrene U 1,9 pglL 1 t-Butyl alcohol U 1,0 pg/L 1 tert-Butylbenzene U 1.0 pg/L 1 Tetrachloroethene U 1,0 pglL 1 Toluene 10 1.0 pg/L 1 trans-1,2-Dichloroethene U 1.0 pg/L 1 trans-1,3-Dichloropropene U 1.0 pg/L 1 Trichloroethene U 1.0 pglL 1 Tfichlorofluommethane U 1.0 pg/L 1 Vinyl acetate U 1.9 pg/L 1 Vinyl chloride U 1.0 H§/L 1 SurF. 4-Bromefluorobenzene 95.8 54-134 %REC 1 Sun': Dibromofluoromethane 106 52-132 %REC 1 Sun': TolueneS8 97.3 51-127 %REC 1 Analyst: LDS 3/21/2007 5:44;00 PM 3/21/2007 5:44:99 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2097 5:44:00 PM 3/21/2007 5:44:00 PM 3121/2907 5:44:00 PM 3/21/2907 5:44:00 PM 3121120{37 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/2112007 5:44:09 PM 3/2112007 5:44:00 PM 3/21/2007 5:44:00 PM 3/2112007 5:44:00 PM 3/21/2907 5:44:00 PM 3/2112907 5:44:00 PM 3/21/2fi07 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 312112007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5;44:00 PM 3/21/2007 5:44:00 PM 3121/2007 5:44:00 PM 3/21/2097 5:44:00 PM 3/21/2007 5:44:00 PM 3/21/2007 5:44:00 PM Qualifiers: B Analyte delected in thc assoclaled Metbod Btank H Holding times for preparation ar analysis exceeded ND Not Dclccled at Iht Reporting Limit U Indicates thc compound w0s analyzed far but not detecto Value above quontitation range Analyte detected below quantitalion limits Spike Recovery oulside accepled recovc~ limits Value exceeds Maximum Contaminanl Level Page 60 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703166 Moores Lane Greenpo~, N.Y. 0703166-13A ClienI Sample ID: Tag Number: Collection Date: Matrix: No. I [GWI 3/20/2007 2:10:00 PM L1QUID Analyses Result Limit Qual Units MERCURY SW7470A Mercury 0.00114 0.000200 mg/L TARGET ANALYTE LIST METALS SW6010B SW3010A Aluminum 461 0.200 mglL Antimony U 0.0250 mg/L Arsenic 0,413 0.0250 mg/L Barium 1.03 0.0200 mg/L Beryllium U 0.0200 mg/L Cadmium U 0.0100 mglL Calcium 22.9 0.0250 mg/L Chromium 1.39 0.0200 mg/L Cobalt U 0.0200 mg/L Copper 0.978 0.0200 mg/L Iron 319 0.0200 mg/L Iron 1280 0.200 mglL Lead 0.286 0.0150 mg/L Magnesium 39.2 0.0200 rnglL Manganese 10.5 0.0200 mg/L Nickel 0.729 0,0200 rng/L Potassium 52.4 0.100 m~/L Selenium U 0,0250 mg/L Silver U 0.0200 mglL Sodium 16.9 0.0300 mg/L Thallium U 0.0150 mglL Vanadium 1,02 0.0200 mgtL Zinc 0.807 0.0200 mg/L SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3510 1,2,4-Trichlorobenzene U 5.4 IJg/L 1,2-Dichlorobenzene U 5.4 pg/L 1,3-Dichlorobenzene U 5.4 ~g/L 1,4-Dichlorobenzene U 5,4 pglL 2,4,5-Trichlorophenol U 5.4 pglL 2,4,6-Tdchlorophenol U 5.4 IJg/L 2,4.Dichlorophenol U 5.4 pg/L 2,4-Dimethylphenol U 5.4 pg/L 2,4-Dinitmphenol U 11 pg/L 2,4-Dinitrotoluene U 5.4 ~g/L 2,6-Dlnitrotoluene U 5,4 pf/L 2-Chloronaphthalene U 5.4 pg/L DF Date Analyzed Analyst: WN 312712007 12;05:55 PM Analyst: JP 3/2312007 11:16:52 AM 3/23/2007 9:54:25 AM 3/23/2007 9:54:25 AM 312312007 9:54:25 AM 3/23/2007 9:54:25 AM 3/23/2007 9:54:25 AM 3/23/2007 9;54:25 AM 3~23~2007 9:54:25 AM 3/23/2007 9:54:25 AM 3123/2007 9:54:25 AM 3123/2007 9:54:25 AM 3/23/2007 11:16:52 AM 3/23/2007 9:54:25 AM 3/23/2007 9;54:25 AM 3/23/2007 9:54:25 AM 3/23/2007 9:54:25 AM 3/23/2007 9:54:25 AM 3/23/2007 9:54;25 AM 3/23t2007 9:54:25 AM 3/23/2007 9:54:25 AM 3/23/2007 9:54:25 AM 3/23/2007 9:54:25 AM 3/23/2007 9:54:25 AM Analyst: RN 3127/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3/2712007 9:41:00 AM 3/27/2007 9:41 ;00 AM 3/27/2007 9:41:00 AM 3/27t2007 9:41:00 AM 312712007 9:41:00 AM 3/27/2007 0:41:00 AM 3/27/2007 9:41:00 AM 3t27/2007 9:41:00 AM 3/27/2007 9:41:00 AM Qualifiers: B Annlytc detcclcd in the associated Method Blank Il Holding times for preparation or analysis exceeded ND Not Detected at tho RepoVdng Limit U Indicates fl~e compound was analyzed for bul not dctccte Value above quantitation range Analylc detected below quantitation limits Spike Recoveu outside accepted recove~ limits Value exceeds Maximum Contaminant Level Page 61 o1'70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 1 [GW] Lab Order: 0703166 Tag Number: Project: Montes Lane Greenport, N.Y. ColLection Date: 3/20/2007 2:10:00 PM Lab ID: 0703166-13A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW8270D 2-Chlorophenol U 5.4 2-Methylnaphthatene U 5.4 2-Meth¥Jphenol U 5.4 2-Nitroanilrna U 5.4 2-Nitrophenol U 5.4 3,3'-Dichlorobenzidine U 5.4 3+4~Methylphenol U 5.4 3-Nitroeniline U 5.4 4,6-.Din it ro-2-rnethylphenol U 5.4 4-Bromophenyl phenyl ether U 5.4 4-Chloro-3-methylph e ecl U 5.4 4-Chloroani~ine U 5.4 4-Chlorophenyl phanyl ether U 5.4 4-Nitroanll[ne U 5.4 4-Nitrophenol U 5.4 Acenaphthene U 5.4 Acenaphthylene U 5.4 Aniline U 5.4 Anthracene U 5.4 pg/L Azobenzene U 5.4 [JglL Renzidine U 5.4 IJg/L Benzo(a)aethracene U 5.4 pg/L Benzo(a)pyrene U 5.4 IJglL Benzo(b)fluoranthene U 5.4 pg/L Benzo(g,h,0perylene U 5.4 HglL Benzo(k)fluoranthene U 5.4 pg/L Benzoic acid U 5.4 pg/L nenzyl alcohol U 5.4 pg/L BJs(2-chlomethoxy)methaee U 5.4 pg/L BJs(2-chloroethyl)et h e r U 5.4 pg/L Etis (2.-chlcroisopmpyl)ether U 5.4 pg/L Bis(2-et hylhexyl)phthalate U 5.4 pglL Butyl benzyl phthalate U 5.4 pg/L Carbazole U 5.4 IJg/L Chrysene U 5.4 pg/L Dibenzo(e,h)anthracene U 5.4 pg/L Dibenzofuran U 5.4 pg/L Diethyl phthalate U 5.4 pg/L Dimethyl phthalate U 5.4 pg/L SW3510 pg/L pglL ~g/L IJg/L I~g/L Ng/L ~g/L Fg/L pg/L ~g/L !Jg/L IJglL ~g/L IJg/L pg/L IJglL Analyst: RN 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 312712007 9:41:00 AM 3/27/2097 9:41:00 AM 3/27/2007 9:41:00 AM 3/2712007 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3t27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 312712007 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 312712907 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41 :gO AM 3/2712007 9:41:00 AM 3/2712007 9:41:09 AM 3/27/2007 9:41:00 AM 312712007 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3127/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3~27~2007 9:41:00 AM 312712007 9:41:00 AM 3/27/2007 g:41:00 AM 3/27/2007 9:41:130 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:09 AM 3/27/2007 9:41:00 AM 3/27/2007 9:41:00 AM 3127/2fi07 9:41:00 AM 3/27/2007 9:41:00 AM Qualifiers: B Analyte detected in tge associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reponing Limit U Indicates the compound was analyzed for but not detecl¢ E Value above quantitation range J Analyte detected below quantilatinn timits S Spike Recovery oulsidc accepted recovery limits X Value exceeds Maximum Contaminant Level Page 62 of 70 American Analytical Laboratories, LLC. oate: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosset Consulting 0703166 Moores Lane Greenport, N.Y. 0703166-13A Client Sample ID: Tag Number: Collection Date: Matrix: No. I [aW] 3/20/2007 2:10:00 PM LIQUID Analyses Result Limit Qual Units SEMIVOLATILE SW-846 METHOD 8270 Dim-butyl phthalate U Di-n-octyl phthalate U Fluoranthene U Fluorene U Hexaohlorobenzene U Hexachlorobutadiene U Hexachlo rocyc~opa ntadiene U Hexachloroethane U Indeno(l,2,3-c,d)pyrene U Isophorone U Naphthalene U Nitrobenzene U N-Nit rosodimethylamine U N-Nitrosodi-n-propylamine U N-Nitrosodip henylamine U Pentachlorophenol U Phenanthrene U Phent~l U Pyrene U Pyridine U Sure 2,4,6-Tfibromophenol 1570 Sum 2-F~uorobiphenyl 73.6 Sure 2-Fluomphenol 50.5 Surr: 4-Terphenyl-d14 89.0 Sum Nitrobenzene-d5 63.1 SurF. Phenol-d6 32.2 VOLATILE SW-846 METHOD 8260 1,1,1,2-Tetrachloroethane U 1,1,1 -Trichloroethane U 1,1,2,2-Tetrachloroethane U 1,1,2-Trichloro-l,2,2-tfifluoroethane U 1,1,2-Trich~oraethane U 1,1-Dlchloroethane U 1, t-Dichloroethene U 1 ,l-Dichloropropene U 1,2,3-Trichlorobe nze ne U 1,2,3-Tdchloropropaee U 1,2,4,5-Tet ram ethylbenzene LI 1,2,4-Trlchlorobenze ne U SW8270D 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5.4 5,4 22-124 S 18-124 16-112 17-121 19-115 12-102 SW8260B 1.0 1.0 1.0 1.0 1.0 1.0 1~0 1,0 1.0 1.0 1.0 1.0 DF Date Analyzed SW3510 Analyst: RN pgA- 1 3/27/2007 9:41:00 AM pgA- I 3/2712007 9:41:00 AM poll I 3/2712007 9:41:00 AM polL I 3/2712007 9:41:00 AM polL I 3/2712007 9:41:00 AM pglL I 3/27/2007 9:41 ;00 AM pf/L 1 3/27/2007 9:41:00 AM pg/L 1 3/27/2007 9:4I :00 AM pg/L 1 3127/2007 9:41:00 AM pg/L 1 3/27/2007 9:41:00 AM polL 1 3127/2007 9:41:00 AM pgA_ 1 3~27~2007 9:41:00 AM FgA- 1 3/27/2007 9:41:00 AM pg/L I 3/27/2007 9:41:00 AM pg/L 1 3/27/2007 9:41:00 AM pg/L 1 3127/2007 9:41:00 AM polL 1 3/27/2007 9:41:00 AM pg/L I 3/2712007 9:41:D0 AM pg/L 1 3/2712007 9:41:00 AM pg/L 1 3~27~2007 9:41:00 AM %REC 1 3/27/2007 9:41:0o .AM %REC 1 312712007 9:41:00 AM °/.REC 1 312712007 9:41:00 AM %REC I 3127/2007 9:41:00 AM %REC I 3/27/2007 9:41:00 AM %REC 1 3/27/2907 9:41:00 AM Analyst: LDS polL 1 3/21/2007 6:32:00 PM polL 1 3121/2007 6:32:00 PM pg/L 1 3/21/2007 6:32:00 PM pg/L 1 3/2112097 6:32:00 PM poll 1 3/21/2007 6:32:00 PM pg/L I 3/21/2007 6:32:00 PM PolL 1 3/2112007 6:32:00 PM IJg/L I 3/21/2007 6:32:00 PM pg/L 1 3/21/2007 6:32:00 PM IJg/L 1 3/21/2007 6:32:00 PM pg/L I 3121t2007 6:32:00 PM tJgA- 1 3121/2007 6:32:00 PM Qualifiers: Analyte detected in thc associated Method Blank H Holding times for preparation or analysis exceedcd ND Nol Detected at the Reporting Limit U Indicales the compound was analyzed for but not dctccte E Valuc above quanlitation range J Analyte detectcd below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 63 ofT0 American Analytical Laboratories, LLC. Date: 28-34ar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 1 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 2:10:00 PM Lab ID: 0703166-13A Matrix: L1QU1D Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS 1,2,4-Trimethylbenzene U 1.0 uglL I 3121/2007 6:32:00 PM 1,2-Dibmmo-3-chloropmpane U 1.0 tJglL I 3121/2007 6:32:00 PM 1,2-Dibmmoethane U 1.0 pg/L ~ 3/21t2007 6:32:00 PM 1,2-D[chlorobenzene U 1,0 IJg/L I 3121/2007 6:32:00 PM 1,2-Dichloroethane U 1.0 pg/L 1 3/2112007 6:32:00 PM 1,2-Dichloropropane U 1.0 IJg/L 1 312112007 6:32:00 PM 1,3,5-Trimet hylbsnzene U 1.0 pg/L I 3/21/2007 6:32:00 PM 1,3.Dichlorobenzene U 1.0 IJg/L 1 3/21/2007 6:32:00 PM 1,3-dichloropropano U 1.0 Ilg/L 1 3/21/2007 6:32:00 PM 1,4-Dichlorobenzene U 1.0 pglL I 3121/2007 6:32:00 PM 2,2-Dichloropropane U 1.0 IJg/L 1 3121/2007 6:32:00 PM 2*Butanone U 3.0 ~Jg/L I 3/21/2007 6:32:00 PM 2-Chloroethyl vinyl ether U 1.0 IJg/L I 3/21/2007 6:32:00 PM 2-Chlomtoluene U 1.0 IJglL I 3121/2007 6:32:00 PM 2-Hexanone U 2.0 IJglL 1 3/21/2007 6:32:00 PM 2-Propanol U 1.0 tJg/L 1 312112007 6:32:00 PM 4-Chlomtoluene U 1.0 pglL 1 3/2112007 6:32:00 PM 4-1sopropylteluene U 1.0 I~g/L 1 3/2112007 6:32;00 PM 4-Methyl-2-pentanone U 2.0 FglL 1 3/21/2007 6:32:00 PM Acetone U Z0 pglL I 3121/2007 6:32:00 PM Acrolein U 1.0 Hg/L 1 312112007 6:32:00 PM Acrylonitrfle U 1.0 IJglL 1 312112007 6:32:00 PM Benzene U 1.0 pglL 1 3/21/2007 6;32:00 PM Bromobenzene U 1,0 IJg/L I 3121/2007 6:32;00 PM Bromochloromethane U 1.0 ug/L I 3/21/2007 6:32:00 PM Bromodichloromethane U 1.0 ug/L I 3/21/2007 6:32:00 PM Bmmoform U 1.0 ~g/L I 3/21/2007 6:32:00 PM Bromomethane U 1.0 ~g/L I 3121/2007 6:32:00 PM Carbon disulfide U 1.0 I~g/L 1 3/2112007 6:32:00 PM Carbon tetrachlofide U 1.0 pglL 1 3121/2007 6:32:00 PM Chlorobenzene U 1.0 I~g/L I 3121/2007 6:32:00 PM Chlorodilluoromethane U 1.0 I~glL 1 3/21/2007 6:32:00 PM Chlaroethane U 1.0 I~g/L 1 312112007 6:32:00 PM Chloroform U 1.0 IJg/L 1 3/21/2007 6:32:00 PM Chloromethane U 1.0 IJglL I 3/21/2007 6:32:00 PM cis-1,2-Dichromethene U 1.0 i~g/L 1 3/2112007 6:32:00 PM cis-l,3-Dichloropropene U 1.0 IJglL I 3121/2007 6:32:00 PM Dibromochloromethane U 1.0 pg/L t 312112007 6:32:00 PM Dibromomethane [J 1.0 Hg/L 1 3t21/2007 6:32:00 PM Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not D~tected at Ihe Reporting Limit U Indicates thc compound was analyzed Ibr but not detecto Value above quantitation range Analyte detected below quanlitation limits Spike Recovet7 outside accepted recovery limits Value exceeds Maximum Contaminant Level Page 64 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-OZ CLIENT: Lab Order: Project: Lab ID: P.W. Grosset Consulting 0703166 Moores Lane Greenpon, N.Y. 0703166-13A Client Sample ID: Tag Number: Collection Date: Matrix: No. I [GW] 3/20/2007 2:10:00 PM LIQUID Analyses Result Limit Qual Units VOLATILE SW-846 METHOD 8260 SW82609 Dichlorodifluorom et ha ne U 1.0 pglL Diisopropyl ether U 1.0 Ilg/L Ethanol U 1.0 .ug/L Ethyl acelate U 1.0 pg/L Ethylbenzene U 1.0 pg/L Fmon-114 U 1.0 pg/l. Hexachlorobutadiene U 1.0 gg/L Isopropyl acetate U 1.0 Ilg/L Isopmpylbenzene U 1.0 pg/L m,p-Xylene U 2.0 pg/L Methyl tert~utyl ether U 1.0 pglL Methylene chloride U 1.0 pg/L n-Amyl acetate U 1.0 IlglL Naphthalene U 1.0 pglL n-Butyl acetate U 2.0 pg/L n-Butylbenzene U 1.0 pg/L n-Propyl acetate U 1.0 pg/L n-Propylbenzene LI 1.0 pgB. o-Xylene U 1,0 Ilg/L p-Diethylbenzene U 1.0 119/L p-Ethyltoluene U 1.0 Ilg/L sec-Butylbenzene U 1.0 pg/L Styrene U 1.0 Ilg/L t-Butyl alcohol U 1.0 II9/L tert-Butylbenzene U 1.0 pg/L Tetrachloroethene U 1.0 pg/L Toluene U 1.0 pglL trans-1,2-Dichlometheee U 1.0 pg/L traes-1,3-Dichloropropene U 1.0 pg/L Trichloroethene U 1 .D pg/L Trichloroll uoromet bane IJ 1.0 pglL Vinyl acetate U 1.0 Ilg/L Vinyl chloride U 1.0 Ilg/L Surf: 4-Bremofluorobenzene 98.9 54-134 %REC Sum Dib[omofluoromethane 108 52-132 %REC Sum Toluene-d6 96.0 51o127 %REC DF Date Analyzed Analysl: LDS 3121/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/2112007 6:32:00 PM 3/2112007 6:32:00 PM 3/21/2007 6:32:00 PM 3/2112007 6:32:00 PM 312112007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/2112007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3121/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 312112007 6:32:00 PM 3/21/2007 6:32:00 PM 3/2112007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/2112007 6:32:00 PM 3121/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM 312112007 6:32:00 PM 3121/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3t21/2007 6:32:00 PM 3121/2007 6:32:00 PM 3/21/2007 6:32:00 PM 3/21/2007 6:32:00 PM Qualifiers: B Analyte detected in the ~sociated Method Blank E Value above quantkntion rtmge H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indlcatcs the compound ~v~ analyzed for but not delecte J Analyte detected below quantitation l/mits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 65 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703166 Moo~s Lane G~enpo~, N.Y. 0703166-14A Client Sample ID: Tag Number: Collection Date: Matrix: No. 6 [GW] 3/20/2007 2:50:00 PM LIQUID Analyses Result Limit Quai Units MERCURY SW7470A Mercury 0,000270 0.000200 mg/L TARG ET ANALYTE LIST METALS SW601 OB SW3010A Aluminum 759 0.200 mglL Antimony U 0.0250 mg/L Arsenic 0.388 0.0250 mglL Barium 1.92 0.0200 mg/L Beryllium U 0.0200 mg/L Cadmium 0.0114 0.0100 mg/L Calcium 50.9 0.0250 mglL Chromium 1.66 0.0200 mg/L Cobalt U 0.0200 mg/L Copper 1.58 0.0200 mg/L Iron 1500 0.200 mg/L Lead 0.478 0. 0150 mg/L Magnesium 65.5 0.0200 mg& 1 Manganese 18.3 0.0200 mg/L 1 Nickel 0.753 0.0200 mg/L 1 Potassium 81.6 0.100 mglL 1 Selenium U 0~0250 mg/L 1 Silver U 0.0200 mg/L 1 Sodium 23.8 0.0300 moiL 1 Thallium U 0.0150 mg/L Vanadium 1.49 0.0200 mg/L 1 Zinc 1.79 0.0200 mg/L 1 SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3510 1,2,4-Tdchlombenzene U 5.2 pg/L 1 1,2-Dichlombenzene U 5,2 IJgA- 1 1,3-Dichlombenzene U 5.2 pg/L 1 1,4-Dichlorobenzene U 5.2 I~g/L 1 2,4,5-Trichiercphe nol U 5.2 pg/L 1 2,4,6-Trichlorophenol U 5.2 I~g/L 1 2,4-Dichlorophenol U 5.2 pg/L 2,4-Dimethyrphenol U 5.2 pg/L 2,4-Dinitrophenol U 10 pg/L 1 2,4-Dinitrotoluene U 5.2 pg/L 1 2,6-Dinitrotoluene U 5.2 JJg/L 1 24ghlomnaphthalene U 5.2 pg/L 1 2-Chlorophanol U 5.2 IJg/L I DF Date Analyzed Analyst: WN 3/27/2007 12:08:03 PM Analyst: JP 3/23/2007 11:21:05 AM 3/23/2007 9:56:54 AM 3/23/2007 9:58:54 AM 3/23/2007 9:56:54 AM 3/23/2007 9:56:54 AM 3/23/2007 9:56:54 AM 3/23/2007 9:58:54 AM 3/23/2007 9:56:54 AM 3/23/2007 0:56:54 AM 3/23/2007 9:56:54 AM 3/2312007 11:21:05 AM 3/23/2007 9:56:54 AM 3/23/2007 9:56:54 AM 3/23/2007 9:55:54 AM 3/23/2007 9:56:54 AM 3123/2007 9;56:54 AM 3/23/2007 9:56:54 AM 3/23/2007 9:56:54 AM 3/23/2007 9:56:54 AM 3/2312007 9:55:54 AM 3/23/2007 9:56:54 AM 3/23/2007 9:56:54 AM Analyst: RN 3~27~2007 10:10:00 AM 3/27/2007 10:10:fl0 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3t27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM Qualifiers: B Analyte detected in thc associated Metbod Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit O Indicates the compound was analyzed for but not dctecte Value above quantiration range Analyte detecled below quantitation limits Spike Recove~ outside accepted recovery limits Value exceeds Maximum Contaminant Level Page 66 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703166 Moores Lane Greenpo~, N.Y. 0703166-14A Client Sample ID: Tag Number: Collection Date: Matrix: No. e (ow] 3/20/2007 2:50:00 PM Analyses Result Limit Qual Units SEMIVOLATILE SW-846 METHOD 8270 SW82700 2-Methylnaphthalene U 5.2 pg/L 2-Methylphenol U 5.2 pg/L 2-Nitroaniline U 5.2 pgA, 2-Nitmphenol U 5.2 pgA, 3,3 '-Dichlorobenzidine U 5.2 pgA, 3+4-Methylphenol U 5.2 pgA, 3-Nitroaniline U 5.2 Idg/L 4,6-Dinitro-2-met hylphe nel U 5.2 Ng/L 4-Bromophenyl phenyl ether U 5,2 Idg/L 4-C hloro-3-met hylphenol U 5.2 I~g/L 4-Chloroaniline U 5.2 pg/L 4~Chlorophenyl phenyl ether U 5.2 pg/L 4*Nitroaniline U 5.2 ~g/L 4-Nitrophenol U 5.2 pglL Acenaphthene U 5.2 pgA, Acenaphthylene U 5.2 pg/L Aniline U 5.2 pglL Anthracene U 5.2 pg/L Azobenzene U 5.2 pg/L Benzidine U 5.2 pg/L Benzo(a)anthracene U 5.2 pgA. Benzo(a)pyrene U 5.2 pgA. Benzo(blfluoranthene U 5.2 pg/L Benzo(g ,h,i)perylene U 5.2 IJg/L Benzo(k)fluoranthene U 5.2 IJglL Benzoic acid U 5.2 pg/L Benzyr alcohol U 5.2 pg/L Bis(2-chlo roeth oxy) met hen e U 5,2 pg/L Bis(2-chlo roethyl)et her U 5.2 pgA, Bis(2-chloroisopropyl)eth e r U 5.2 pglL Bis(2-ethylhexyl}phth elate U 5.2 pg/L Butyl benzyl phthalate U 5.2 pg/L Carbazele U 5.2 pg/L Chrysene U 5.2 pg/L Dibenzo(a.h)a nthracene U 5.2 pg/L Dlbenzefuran U 5.2 pg/L Dlethy[ phthalate U 5.2 pg/L Dimethyl phthalate U 5.2 pg/L Di-n-butyl phthalate U 5.2 p§lL Qualitiers: B Analyte delccled in file osSocialed Method Blank DF Date Analyzed SW3510 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Analyst: RN 3/27/2007 10:10:00 AM 3/27/2007 10:10;00 AM 3/2712007' 10:10:00 AM 3/27/2007 10:10:00 AM 312712007 10:10:00 AM 3~27~2007 10:10:00 AM 3/27/2007 10:10:00 AM 3127/200T 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/2712007 10:10:00 AM 3/27/2007 10:10:00 AM 3~7/2007 10:10;00 AM 312712007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3127/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3127/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 312712007 10:10:00 AM 3/2712007 10:10:00 AM E Value above quamitafion range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U indicates the compound w~s analyzed for but not detccte J Analytc detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Conlaminant Level Page 67 ofT0 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consult~g 0703166 Moores Lane Greanport, N.Y. 0703166-14A Client Sample ID: Tag Number: Collection Date: Matrix: No. 6 [GV, q 3/20/2007 2:50:00 PM LIQU1D Analyses Result Limit Qual SEMIVOLATILE SW-846 METHOD 8270 SW8270D Di-n-octyl phthalate U 5.2 Fluoranlhene U 5.2 Fluorene U 5.2 Hexachlorebenzene U 5.2 Hexachlorobuladiene U 5.2 Hexachlomcyclopentadiene U 5.2 Hexachloroethane U 5.2 Indeno(1,2,3-c,d)pyrene U 5.2 Isophorone U 5.2 Naphthalene U 5.2 Nitrobenzene U 5.2 N-Nilrosodimethylamine U 5.2 N-Nitrosodi-n-propyMmine U 5.2 N-Nitrosodiphenylamine U 5.2 Pentachlorophenol U 5.2 Phenanthrene U 5.2 Phenol U 5.2 Pyrene U 5.2 Pyrid{ne U 5.2 Surr: 2,4,6-Tribromophenol 72.0 22-124 Surf: 2-Fruorobiphenyl 75.0 18-124 Sun': 2-Fluerophenol 53.6 16-112 Sun-: 4-Terphenyl-dl 4 84.0 174 21 Sum Nitmbenzene-d5 64.2 19-115 Sure Phenol-d6 32.9 12-102 VOLATILE SW-846 METHOD 8260 SW8260B 1,1,1,2-Tetrachloroethane U 1.0 1,1,1-Trichloroethane U 1.0 1,1,2,2-Tetrachlo raethane U 1.0 1,1,2-Trichloro-1,2,2-triflueroethane U 1.0 1,1,2-Trichloroethane U 1.0 1,1-Dichleroethane U 1.0 l,l-Dichloroathene U 1.0 1,1 -Dichloropmpene U 1.0 1,2,3-Trichlorobenze ne U 1.0 1,2,3.Trichlorop ropane U 1.0 1,2,4,5-Tet ramet hylbenze n e U 1.0 1,2,4-Trichlorobanzene U 1.0 1,2,4.Trimethyibenzene U 1,0 Units SW3510 pglL 1 pg/L 1 Hg/L 1 IJg/L 1 pglL 1 pglL 1 pg/L 1 pg/L 1 Hg/L 1 pg/L pg/L 1 pglL 1 pg/L 1 pg/I. 1 pglL 1 pg/L 1 pglL IJg/L pglL 1 %REC 1 %REC 1 %REC 1 %REC 1 %REC 1 %REC 1 pglL 1 pg/L 1 pglL 1 pg/L 1 pg/L 1 pglL 1 pg/L 1 pg/L 1 pg/L 1 IJg/L 1 pg/L 1 pg/L 1 pg/L 1 DF Date Analyzed Analyst: RN 3/27/2007 10:10:00 AM 3127/2007 10:10:00 AM 312712007 10:10:00 AiVi 3/27/2007 10:10:00 AM 3~27~2007 10:10:00 AM 3/27/2007 10:10:00 AM 3~27~2007 10:10:00 AM 312712007 10:1fi:00 AM 3~27~2007 10:10:00 AM 3/2712007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 1 O: 10:00 AM 3~27~2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/2712007 10:10:00 AM 312712007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2087 10:10:00 AM 312712007 10:1{3:00 AM 312712007 10:10:00 AM 3/27/2007 10:10:00 AM 3/27/2007 10:10:00 AM 3/2712007 10:10:00 AM Analyst: LDS 3/21/2007 7:20:00 PM 3/21t2007 7:20:00 PM 3121/2007 7:20:00 PM 3/2112007 7:20:00 PM 3/21/2007 7:20:00 PM 3121/2007 7:20:00 PM 3/2112007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/2112007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM Qualifiers: B Analyte detected in thc associated Method Blank H HoIding times for preparation or analysis excecded ND Not Dclected at the Reporting Limit U Indicates thc compound w~ analyzed for but not detecte Value above quantitadon range Analyte detected below quantitadon limits Spike Recnvet7 outside accepted recovery limits Value exceeds Maximum Contarainan! Level Page 68 of 70 American Analytical Laboratories, LLC. Date: 28-Ma,:07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703166 Moores Lane GreenpoR, N.Y. 0703166-14A Client Sample ID: TagNumber: Collection Date: Matrix: No. 6 [GW] 3/20/2007 2:50:00 PM LIQUID Analyses Result Limit Qual Units VOLATILE SW-846 METHOD 8260 SW8260B 1,2-Dibromo~3-chloropropa ne U 1 .O pg/L 1,2-Dibromoethane U 1.0 polL 1,2-Dichlorobenzene U 1.0 pg1L 1,2-Dichloroethane U 1.0 poll 1,2-Dichleropropane U 1 .O pg/L 1,3,5-Trim et hylbenzene U 1 .O polL 1,3-Dichlombenzene U 1.0 pglL 1,3~ichleropropane U 1.0 pg/L 1,4-DIchlorobenzene U 1 ~O polL 2,2-Dichloropropane U 1.0 pg/L 2-Butanone LI 3.0 IJg/L 2-Chloroethyl vinyl ether U 1.0 pg/L 2-Chlorotoluene U 1.0 pg/L 2-Hexanona U 2.0 p0/L 2-Propanol U 1.0 pglL 4-Chlorotoluena U 1.0 pg/L 4qsopropyltoluene U 1.0 ~Jg/L 4-Methyl-2-pentanone U 2.0 polL Acetone U 2.0 pg/L Acroleln U 1.0 pg/L Acrylonitdle U 1.0 pg/L Benzene U 1.0 pg/L Bmmobenzene U 1.0 gtg/L Bromochloromethane U 1.0 poll Brornodichlo rometh a ne U 1,0 pg/L Bromoform U 1.0 IJg/L Bromomathane U 1.0 pg/L Carbon disulfide U 1.0 poll Carbon tetrachle~ide U 1.0 IJglL Chlorobenzene U 1.0 polL Chlorodifluorometh a ne U 1.0 pg/L Chlomethane U 1.0 polL Chloroform U 1.0 polL Chloromethane U 1.0 IJg/L cis-1,2-Dichloroethene U 1.0 pg/L cis- 1,3-D[chlo ropropene U 1.0 polL Dibromochlommethane U 1.0 polL Dibromomethane U 1.0 IJglL Dichlorodifiuoromethane U 1.0 IJg/L DF Date Analyzed Analyst: LDS 3/21/2007 7:20:00 PM 3/2112007 7:20;00 PM 3/2tl2007 7:20:00 PM 3/2'112007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3121/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3121/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 312112007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3121/2007 7:20:00 PM 3/2112007 7:20:00 PM 3121t2007 7:20:00 PM 3/21/2007 7:20:00 PM 3121/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/2112007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 3/21/2007 7:20:00 PM 312112007 7:20:00 PM 3/21/2007 7:20:00 PM 3121/2007 7:20:00 PM 312112007 7:20:00 PM Qualifiers: B Analytc detected in the ossociated Method Blank H Holding times for prepamlion or analysis exceeded ND Not Detected at the Reporting Limit U Indicates rite compound was analyzed for but not dctecte E Value above quantitation range J A~alyte detected be[ow quanlitation limits S Spike Recovery out~ide accepted recovery limils X Value exceeds Maximum Contaminant LeveI Page 69 of 70 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 6 [GW] Lab Order: 0703166 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/20/2007 2:50:00 PM Lab ID: 0703166-14A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: LDS Diisopropyl ether U 1.0 pg/L I 3/21/2007 7:20:00 PM Ethanol U 1.0 pglL 1 3/21/2007 7:20;00 PM Ethyl acetate U 1.0 pg/L ! 3/21/2007 7:20:00 PM Ethylbenzene U 1.0 pg/L I 3/2112007 7:20:00 PM Freon-114 U 1.0 pg/L 1 3/21/2007 7:20:011 PM Hexachlombutadiene U 1.0 Ng/L 1 3/21/2007 7:20:00 PM Isopropyl acetate U 1.0 pglL 1 3/21/2007 7:20:00 PM Isopropylbenzene U 1,0 pglL 1 3/21/2007 7:20:00 PM m,p-Xylane U 2~0 pg/L 1 3/21/2007 7:20:00 PM Methyl lert-butyl ether U 1 .O pglL I 3/21/2007 7:20:00 PM Methylene chloride U 1.0 pglL 1 3/21/2007 7:20:00 PM n-Amyl acetate U 1,0 FglL I 3/2112007 7:20:00 PM Naphthalene U 1.0 pg/L 1 3/21/2007 7:20:00 PM n-Butyl acetate U 2,0 FglL 1 3/21/2007 7:20:00 PM n-Butylbenzene U 1,0 pg/L I 3/2t/2007 7:20:00 PM n-Pmpyl acetate U 1,0 pg/L I 3/21/2007 7:20:00 PM n-Propylbenzene U 1.0 pg/L 1 3/21/2007 7:20:00 PM o-Xylene U 1.0 HglL I 3/21/2007 7:20:00 PM p-Diethylbenzene U 1.0 pg/L I 3/21/2007 7:20:00 PM p*Ethyltoruene U 1.0 pg/L 1 3/21/2007 7:20:00 PM sec. Butylbenzene U 1,0 pg/L 1 3/21/2007 7:20:00 PM Styrene U 1.0 pg/L 1 3/21/2007 7:20:00 PM t-Butyl alcohol U 1.0 pgtL 1 3/21/2007 7:20:00 PM tert-Butylbenzene U 1.0 pg/L 1 3/21/2007 7:20:00 PM Tetrachloroethene U 1.0 pg/L 1 312112007 7:20:00 PM Toluene 3.3 1.0 pg/L 1 3/21/2007 7:20:00 PM trans-l.2-DichJoroethene U 1.0 pglL 1 3/21/2007 7:20:00 PM trans-l,3-Dichleropropene U 1.0 pglL 1 3/2112007 7:20:00 PM Trichloroethene U 1.0 pg/L I 3/21/2007 7:20:00 PM Trichlorofluommethane U 1.0 pg/L 1 3/21/2007 7:20:00 PM Vinyl acetate U 1.0 pg/L 1 3/21/2007 7:20:00 PM Vinyl cModde U 1.0 pg/L 1 3/2112007 7:20:00 PM Surf: 4-Bmmofluorobenzene 101 544134 %REC I 3/2112007 7;20:00 PM Sure Dibmmofluoromethane 106 52-132 %REC 1 3/21/2007 7:20:00 PM Surr: Toluene<f8 95.7 51-127 %REC 1 3/21/2007 7:20:00 PM · · · · · Qualifiers: B Analyte detected in the associated Modred Blank E Value above quamitatioa range H Holding times lbr preparation or analysis exceeded ND Not Detected at the Reporiing Limit U Indicates the compound was anal~ed for but not detecte J Analylc detected below quantitation limits S Spike Recovery outside accepled recove~ limits X Value exceeds Maximum Contaminant Level Page 70 ofT0 L&BOR&TORIES NYSDOH NJDEP CTDOH PADEP 11418 NY050 PHil205 68-00573 Wednesday, March 28, 2007 Frank Castellano P.W. Grosser Consulting 630 Johnson Avenue Suite 7 Bohemia, NY 11716 TEL: (631) 589-6353 FAX (631) 589-8705 RE: Moores Lane Greenport, N.Y. Dear Frank Castellano: Order No.: 0703179 American Analytical Laboratories, LLC. received 8 sample(s) on 3/22/2007 for the analyses presented in the following report. Samples were analyzed in accordance with the test procedures documented on the chain of custody and detailed throughout the text of this report. The limits provided in the data package are analytical reporting limits and not Federal or Local mandated values to which the sample results should be compared. There ~vere no problems with the analyses and all data for associated QC met laboratory specifications. If there are any exceptions a Case Narrative is provided in tbe report. If you have any questions regarding these tests results, please do not hesitate to call (631) 454-6100 or email me directly at lbeyer~american-analytical.com. Sincerely, Lori Beyer Lab Directo~r 56 TOLEDO STREET · FARMINGDALE, NEW YORK 11735 (631) 454-6100 · FAX: (631) 454-8027 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Project: Lab Order: Lab SampleID 0703179-01A 0703t79-02A 0703179-03A 0703179-04A 0703179-05A 0703179-06A 0703179-07A 0703t79-08A P.W. Grosset Consulting Moores Lane Greenport, N.Y. 0703179 Client Sample ID No. 9 [2.5-5'] No. 9 [GW] No. I0 [2.5-5'] No. 10 [GW] No. 7 [12.5-15'] No. 7 [GW] No, 11 [5-7.5'] No, 11 [GW] Tag Number Work Order Sample Summary Date Collected Date Received 3/9_1/2007 9:25:00 AM 3/22/2007 3/21/2007 10:16:00 AM 3/22/2007 3/21/2007 10:55:00 AM 3/22/2007 3/21/2007 12:17:00 PM 3/22/2007 3/21/2007 1:35:00 PM 3/22/2007 3/21/2007 1:57:00 PM 3/29../2007 3/21~007 3:15:00 PM 3/29./2007 3/21/2007 3:29:00 PM 3/22/2007 Page l ofl · · · · · · · · · · ~AMERIC&N NYSDOH 11418 E 56 TOLEDO STREET · FARMINGDALE, NEW YORK 11735 CTDOH PH-0205 S (631) 454-6100 · FAX (631) 454-8027 TAG # / C0C NJDEP NY050 PADEP 68-573 CHAIN OF CUSTODY / REQUEST FOR ANALYSIS DOCUMENT CUENT NAME/ADDRESS ~ ~1~' ~. CONTACT: F~-~.~,~ C'o~.//(~ SAMPLE. (S,~NATU~E) ID ~ MATRIX TAINER~ DAT~ SAMPLE ~ - LOCATION TIME 'ATRIX S=SOIL; L=LIQUID; SL-SLUDGE; A-AIR; W=WIPE; P=PAINT CHIPS; B=BULK MATERIAL TURNAROUND REQUIRE¢ ~ COMMENTS / INSTRUCTIO¢~ ~PE G=GRAB; C=COMPOSITE, SS=SPLIT SPOON NORMAk~ STAT ~ BY RELINQUISHED BY (SIGNATURE) DATE~/2~ PRINTED NAME RECEIVED BY ~B (SIG~TURE) DATE/ / PRINTED NAME / ' TIME RELINQUISHED BY (SIGNATURE) DATE PRINTED NAME RECEIVED~B (SIGNATURE) DATE PRINTED NAME TI~E TIME WHITE-OFFICE / CANARY-LAB / PINK-RAMPI F ~1 IRTf31blAN I ¢4¢11 13Fklp¢~I3_¢'I II:MT AMERICAN ANAL YTICAL LABORATORIES, LLC 56 TOLEDO STREET FARMINGDALE, NEW YORK 11735 TELEPHONE: (631) 454-6t00 FAX: (631,) 454.8027 For reporting results, DATA REPORTING QUALIFIERS the following "Results Qualifiers" are used: Value U B E D P N H If the result is greater than ar equal to the detection limit, report the value Indicates the compound was analyzed for but was not detected. Report the minimum detection limit for the sample with the U, i.e. "10U". This is not necessarily the instrument detection limit attainable for this particular sample based on any concentration or dilution that may have been required. Indicates an estimated value. The flag is used: (1) When esUmating a concentration for a tentatively identified compound (library search hits, where a 1:1 response is assumed.) (2) When the mass spectral data indicated the identification, however the result was less than the specified detection limit greater than zero. If the detection limit was 10ug/L and a concentration of 3ug/L was calculated report as 3J. This flag is used when similar situations arise on any organic parameter i.e. Pesticide, PCBs and others. Indicates the analyte was found in the blank as well as the sample report "lOB". Indicates the analytes concentration exceeds the calibrated range of the instrument for that specific analysis. This flag identifies a~l compounds identified in an analysis at a secondary dilution factor. This flag is used for Pesticide / PCB target analyte when there is >25°/, difference for detected concentrations between the two GC Columns. The higher of the two values is reported on Form I and flagged with a "P". This flag indicates presumptive evidence of a compound. This is only used for tentatively identified compounds (TICs), where the identification is based on a mass spectral library search. It applies to all TIC results. For generic charectedzation of a TIC, such as chlorinated hydrocarbon, the flag is not used. Indicates sample was received and/or analyzed outside of The method allowable holding time American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 9 [2.5-5'] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 9:25:00 AM Lab ID: 0703179-01A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed MERCURY SW7471B SW747'1B Analyst: WN Mercury U 0~0109 mg/Kg-dry 1 3/27/2007 12:33:28 PM PERCENT MOISTURE D2216 Analyst: CM Percent Moisture 12.8 0 wt% 1 3/22/2007 O TARGET ANALYTE LIST METALS SW6010B SW3050A Analyst: JP Aluminum 1130 0,443 rog/Kg-dry 1 3/2712007 12:14:00 PM Antimony U 0,553 rog/Kg-dry I 3/2712007 12:14:00 PM Arsenic 1.15 0.653 rog/Kg~dry 1 3/27/2007 12:14:00 PM Barium 8.58 0.443 mgtKgq:lry 1 3/2712007 12:14:00 PM Beryllium U 0.443 mg/Kg-dB~ 1 3/27/2007 12:14:00 PM · Cadmium U 0.221 mglKg-dry 1 312712007 12:14:00 PM Calcium 126 0.553 mg/Kg~ry 1 3/27/2007 12:14:O0 PM Chromium 4.10 0.443 rog/Kg-dry 1 312712007 12:14:00 PM Cobalt U 0.443 rog/Kg-dry 1 5127/2007 12:14:00 PM Copper 5.36 0.443 mg/Kg-d~ 1 3/27/2007 12:14:00 PM Iron 2470 0.443 mg/Kg-dry 1 3/27/2007 12:14:00 PM · Lead 9.49 0.332 mg/Kg-d ry 1 3/27/2007 12:14:00 PM Magnesium 283 0.4~3 mg/Kg-dry t 3/27/2007 12:14:00 PM Manganese 45.4 0.443 mg/Kg-d~y 1 3127/2007 12:14:00 PM Nickel 2.25 0.443 mg/Kg-d~y I 312712007 12:14:00 PM Potassium 229 2.21 mg/Kg<lry 1 3127/2007 t2:14:00 PM Selenium U 0.553 mglKg-dry 1 312712007 12:14:00 PM · Silver U 0.443 mgiKg-dry 1 3/27t2007 12:14:00 PM Sodium 72.2 1.33 rog/Kg<try 1 3~27~2007 12:14:00 PM Thallium U 0.443 mg/Kg-d~ 1 3127/2007 12:14:00 PM Vanadium 5.20 0.443 rog/Kg-dp/ I 3/2712007 12:14:00 PM Zinc 9.79 0,443 mg/Kgq:lry I 3/27/2007 12:14:00 PM SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3550A Analyst: RN · 1,2,4-Tfichlorobenzene U 130 pglKg-dry 1 3/26/2007 3:19:00 PM 1,2-Dichlorobenzene U 130 pg/Kg-dry 1 3126/2007 3:19:00 PM 1,3-Dichlombenzene U 130 uglKg~ry 1 3/26/2007 3:19:00 PM 1,4-Dichlorobenzene U 130 I~gtKg-dry 1 3126/2007 3:19:00 PM 2,4,5-Tflchlotophenol U 130 IJglKg<lry I 3/26/2007 3:19:00 PM 2,4,6-Trichlorophenol U 130 pg/Kg-dqt 1 3/26/2007 3:19:00 PM · 2,4-Dichlorophenol U 130 pg/Kg-dBt 1 3/26/2007 3:19:00 PM 2,4-Dimethylphenol U 130 pg/Kg-dry 1 3/26/2007 3:19:00 PM : 2,4-Dinitrophenol U 130 U§/Kg-dry 1 3/26/2007 3:19:00 PM 2,4-Dinitmtoluene U 130 pglKg-dry 1 3/26/2007 3:19;00 PM 2,6-Dinitrotoluene U 130 pg/Kg-dry 1 3/26/2007 3:19:00 PM B Analyte detected in [he associated Method Blank I-1 Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecle E Value above quantilation range J Analytc detected below quantitation limits S Spike Recovery out~ide accepled recovery limits X Value exceeds Maximum Contaminant Level Page 1 o[40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: Lab Order: 0703179 Tag Number: Project: Macros Lane Greenport, N.Y. Collection Date: Lab ID: 0703179-01A Matrix: No. 9 3/21/2007 9:25:00 AM SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82709 SW3550A 2-Chloronaphthalene U 130 pg/Kg-dry 1 2-Chlorophenol U 130 IJglKg-dly 1 2-Methylnaphthalene U 130 pg/Kg-dry 1 2-Methylphenel U 130 pg/Kg-dpj 1 2-Nitroani~ine U 130 pg/Kg-dry 1 2-Nitrophenol U 130 pg/Kg-d~ 1 3,3 *-Dichlarobenzidine U 130 IJg/Kg*dry 1 3+4-Methylphenol U 130 pg/Kgq;:lry 1 3-Nitroaniline U 130 IJg/Kg-dry 1 4,6-Dinitro-2-methylpheool U 130 pglKg-d~ 1 4-Bromophenyl phenyl ether U 130 ~g/Kg-dry 1 4-Chioro-3-met hylphen oi U 130 pg/Kg-d p/ 1 4-Chloroaniline U 130 IJg/Kg-d~J 1 4-Chloropheoyl pheny[ ether U 130 pg/Kgodry 1 4-Nitroanlline U 130 IJg/Kg-dpJ 1 4-N[trophenol U 169 IJg/Kg~y 1 Acenaphthene U 130 pg/Kg-dry 1 Acenaphthylene U 130 ~Jg/Kg-dry 1 Aniline U 130 ~Jg/Kg-dry 1 Anthracene U 130 IJg/Kg-d~y 1 Azobenzene U 130 i,Jg/Kg.dry 1, Benzidlne U 130 pglKg-dry 1 Benzo(a)anthracene U 130 IJg/Kg-dry 1 Benzo(a)pyrene U 130 pg/Kg-dry 1 Ber~zo(b)fluoranthene U 130 tJg/Kg-dry 1 Benzo(g,h.I) peryle,qe U 130 pg/Kgq:h'y 1 Benzo(k)0uoranthene U 130 pg/Kg-dry 1 Benzoic acid U 130 pg/Kg.dG, 1 B_.enzyl alcohol U 130 pg/Kg-dry 1 Bis(2-chloroethoxy) methane U 130 pg/Kg-dry 1 Bis(2-chloroethyl)et he r U 130 pg/Kg.dry 1 Bis (2.-chic roisopropyt)et her U 130 pg/Kg-dry 1 Bis(2-elhylh exyl)phthalate U 130 pg/Kg-dry 1 Butyl benzyl phthalate U 130 pg/Kg-dry 1 Carbazole U 130 IJ0/Kg-dry 1 Chrysene U 130 pg/Kg-d~ 1 Dibenzo(a,h)anthracene U 130 pg/Kg.dry 1 Dibenzofuran U 130 Fg/Kg-dry 1 Diethy[ phthalate U 130 pg/Kgq~G' I Analyst: RN 3126/21307 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:(10 PM 3/26/2007 3:19:00 PM 3/2612007 3:19:00 PM 3/2612007 3:19:00 PM 3126/2007 3:1B:00 PM 3126/2007 3:19;00 PM 3/26/2097 3:19:00 P M 6/26/2007 3:19:00 PM 6/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3/2612007 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2607 3:19:00 PM 3126/2607 3:19:00 PM 3/26/2007 3:19:00 PM 3/2fi12f107 3:19;00 PM 3/26/2607 3:19:00 PM 3/26/2007 3:19:00 PM 3126/2007 3:19:00 PM 312612007 3:19:09 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3~26~2007 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3126/2007 3:19:00 PM 3/2612007 3:19:00 PM 3126/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3/26/2007 3:19:00 PM 3126/2007 3:19:00 PM · · · · 0' · Qualifiers: B Anfllyle detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Delected at the Repaalng Limit U Indicates the compound w~s analyzed for but not detecto E Vulue above qnantilation range J Analy~e detected below quantitation limits S Spike Rccove~ outside accepted recovery l/miLs X Value exceeds Max/mum Contaminant Level Page 2 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P,W. Grosset Consulting Client Sample ID: No. 9 [2.5-5'] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 9:25:00 AM Lab ID: 0703179-01A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3550A Analyst: RN Dimethyl phthalate U 130 I~g/Kg-dry t 3/26/2007 3:19:fi0 PM Di-n-butyl phthalate U 130 IJg/Kgq:l~J 1 3/26/2007 3:19:00 PM Di-r~-octyl phthalate U 130 l~g/Kgq:lry 1 3/26/2007 3:19:00 PM Fluo£aathene U 130 ug/Kg-dpJ 1 3126/2007 3:19:00 PM Fluorene U 130 Fg/Kg-dry 1 3/26/2007 3:19:00 PM Hexachlorobenzene U 130 I~§/Kg~ry I 3/26/2067 3:19:0fi PM Hexachlorobutadiene U 130 pg/Kg-dry 1 3/26/2007 3:19:00 PM Hexachlorocyclopentadiene U 160 pg/Kg-dry 1 312612007 3:19;00 PM Hexachloroethane U 130 pg/Kg-dry 1 3/26/2007 3:19:00 PM Indeno(1,2,3-c,d}pyrene U 130 ug/Kg-dry t 3/26/2007 3:19:00 PM Isophorone U 130 pg/Kg-diy 1 312612007 3:19:00 PM Naphthalene U 130 pglKg-dry 1 3~26~2007 3:19:00 PM Nitrabenzene U 130 pg/Kg~ry 1 3/26/2007 3:19:00 PM N-Nitrosodimethylam[ne U 130 pg/Kg-dpj 1 3126/2007 3:19:00 PM N-Nitrosodi-n-pmpylamine U 130 Fg/Kg-dry 1 3/2612007 3:19:00 PM N-Nitrosodiphenylamine U I30 IJg/Kg-dry 1 3~26~2007 3:19:00 PM Pentachlorophenol U 160 1~g/Kg<lry I 312612007 3:19:00 PM Phenanthrene U 130 pg/Kg-dry I 3/2612007 3:19:00 PM Phenol U 130 pg/Kg-dry 1 3/26/2007 3:19:00 PM Pyrene U 130 pg/Kg-dry 1 3126/2007 3:19:00 PM Pyridine U 130 pg/Kg-dry 1 3126/2007 3:19:00 PM Surr: 2,4,6-Tribromophenol 59.5 22-124 %REC 1 3126/2007 3:19:00 PM Surr: 2-Fluombiphenyl 58.4 27-119 %REC 1 312612007 3:19:00 PM Sum 2-Fluorophenol 31.2 21-123 %REC 1 3/26t2007 3:19:00 PM SurF. 4-Terphenyl-d14 62.8 28-126 %REC 1 3/2612007 3:19:00 PM Surf: Nitrobenzene-d5 51,2 21-118 %REC 1 3/26/2007 3:19:00 PM Surf: Phenol-d6 42.6 16-129 %REC 1 3/29/2007 3:19:00 PM VOLATILE SW-846 METHOD 8260 SW82609 Analyst: MB 1,1,1,2-Tetrachloroethane U 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 1,1,1-Trichloroethane U 5.9 pg/Kg.dry 1 3/22/2007 6:02:00 PM 1,1,2,2-Tet rachloroet hane U 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 1,1,2-Trichloro-1,2,2-trifluoroethane U 5.9 pg/Kg-dry 1 3/22/2007 6;02:00 PM 1,1,2-Tdchlor~3ethane U 5.9 pg/Kg.dry 1 3/22/2007 6:02:00 PM 1,1-Dichloroethane U 5.9 pg/Kg-dry I 3/2212007 6;02:00 PM 1,1-Dichlomethene U 5.9 pg/Kg-d~y 1 3f22.J2007 6:02:00 PM 1,1-Dichloropropene U 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 1,2,3*Tdchlorobenzene U 5.9 IJg/Kg-dry I 3122/2007 6:02:00 PM 1,2,3-Trichloropropane U 5.9 IJglKg-dry 1 3/22/2007 6:02:00 PM 1,2,4,5-Tetmmethylbenzene U 5.9 IJg/Kg-dPJ 1 3/22/2007 6:02:00 PM B Analyte detected in thc associalcd Method Blank E Value above quantitation range Qualifiers: Holding times far preparation or analysis exceeded ND Not Demcmd at the Reporting Limit U Indicates the compound was analyzed for but not dctccle J Analytc detected below quantilation limiLs S Spike Recovery outside accepted recovery limits X Value excee~ Maximum Contaminant Level Page 3 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lob ID: P.W. Grosser Consulting 0703179 Mo·res Lane Gmenpofl, N.Y. 0703179-01A Client Sample ID: Tag Number: Collection Date: Matrix: No. 9 [2.$-y] 3/21/2007 9:25:00 AM SOIL Analyses Result VOLATILE SW-846 METHOD 8260 1,2,4-Trichrorobenzene U 1,2,4-Trimet hylbenzene U 1,2-Dibromo-3-chloropropane U 1,2-Dibromoethane U 1,2-DIchlorobenzene U 1,2-D~chlcmethane U 1,2-Dichloropropane U 1,3,5-Trimethylbenzene U 1,3-Dichlombenzene U 1,3<lichloropropane U 1,4-Dichlorobenzene U 2,2-Dichloropropane U 2-Butanone U 2-Chloroethy! vinyl ether U 2-Chlorototuene U 2-Hexanone U 2-Propanol U 4-Chlorotoluene U 4-1sopropyltoluene U 4-Methyl-2-pentanone U Acetone U Acrolein U Acry~onitri[e U Benzene U Bromobenzene U Brornochloromethane U Brornodichloromethan e U Bt·mo form U Bt·re·methane U Carbon dlsu[fide U Carbon tetrachladde U Chlorobenzene U Chlorodlfluoromethane U Chioroethane U Chloroform U Ch~oromethane U cis-1,2-Dichloroethene U cis-1,3-Dichloropropene U Dibromcchlommethane U Limit Qual Units DF Date Analyzed SW82600 Analyst: MB 5.9 pglKg-d,~ 1 3/22/2007 6:02:00 PM 5.9 IJg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 ~Jg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry 1 3/22/2007 6;02:00 PM 5.9 IJglKg-thy 1 3/22/2007 6:02:00 PM 5,9 pg/Kg<~/ I 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry I 3~22~2007 6:02:00 PM 5.0 pgtKg~lry I 3122/2007 6:02:00 PM 5.9 pglKg~lry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg.dry I 3122/2007 6:02:00 PM 5.9 pg/Kg-dty 1 3122/2007 6:02:00 PM 5,9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry 1 3/22/2007 6;02:00 PM 5.9 ~ag/Kg-dry I 3/22/2007 6:02:00 PM 5.9 ~Jg/Kg-dry 1 3t22/2007 6:02:00 PM 59 ~g/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 pglKg.dry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 5,0 pglKg~dry 1 3/22/2007 6:02:00 PM 5.9 pgJKg-dry 1 3/22/2007 6:02:00 PM 30 pg/Kg..dry I 3/22/2007 6:02:00 PM 5.9 pg/Kg~j 1 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 I~g/Kg-dty 1 3/22/2007 6:02:00 PM 5.9 Fg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg~ry I 3/22/2007 6:02:00 PM 5.9 pglKg-dry I 3/22/2007 6:02:00 PM 5.9 pglKg-dry 1 3122/2007 6:02:00 PM 5.9 ~g/Kg-dry 1 3/2212007 6:02:00 PM 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry I 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 pglKg.dry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry I 3/22/2007 6:02:00 PM 5.9 pg/Kg~ry I 3/22/2007 6:02:00 PM 5,9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM 5.9 pg/Kg-dry 1 3/22/2007 6:02:00 PM · · · · · Qualifiers: B Analyte detecled in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for bul not detscte E Value above quanthation range J A~ly~¢ detected below quantitation limits S Spike Recovery outs/de accepted recovery I/mits X Value exceeds M~ximum Contttminant Level Page 4 of 40 American Analytical Laboratories, LLC. Date: £8-Ma~'-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 9 I2.5-5'] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 9:25:00 AM Lab 1D: 0703179-01A Matrix: SOIL Analyses Result Limit Qual Units DF Date Annlyzed VOLATILE SW-846 METHOD 8260 SW8260B Dibromomethane U 5,9 p§lK§-dry 1 Dichloroditluoromethane U 5.9 p§/Kg-dry 1 Diisopropyl ether U 5.6 gg/Kg-dry 1 Ethanol U 30 pg/Kg-d~ 1 Ethyl acetate U 5.9 IJg/Kg-dry 1 Ethylbenzene U 5,9 pg/Kg-dry 1 Freon-114 U 5.9 pg/Kg-dry 1 Hexachlorobutadiene U 5.9 pg/Kg.dry 1 Isopropyl acetate U 5,9 pglKg.dry 1 Isopropylbenzene U 5,9 pg/Kg-dry 1 m,p-Xylene U 12 pglKg-dry 1 Methyl tort-butyl ether U 5.9 pa/Kg-dry 1 Methylene chlodde U 5,9 pg/Kg-d~, 1 n-Amyl acetate U 5,9 IJg/Kg-dry 1 Naphthalene U 5.9 ug/Kg-dry 1 n-Butyl acetate U 5.9 pgfKg-dry 1 n-Butylbenzene U 5.9 pg/Kg~dry 1 n-Pmpyl acetate U 5.6 pg/Kg~ry 1 n-Propylbenzene U 5.9 pg/Kg-dry 1 o-Xylene U 5.9 pglKg-dry 1 p*Diethylbenzene U 5.9 Hg/Kg-dry 1 p-Ethyltoluene U 5.9 pglKg-dry 1 sec.13utylbenzene U 5.9 pg/Kg-dry 1 Styrene U 5.9 Fg/Kg-dry 1 t-Butyl alcohol U 5.9 IJglKg-dry 1 tert-Butylbenzene U 5.9 [Jg/Kg-dry 1 Tetrachlaroethene U 5.9 pg/Kg-dry Toluene U 5.9 pg/Kg-dry 1 trans-1,2-Dichlcrcethene U 5.9 pg/Kg-dry 1 trans-1,3-Dichloropropene U 6.9 pg/Kg-d~y 1 Tdchloroethane U 5,9 pg/Kg-dry 1 Trich[orofluoromet hane U 5.9 pg/Kg-dry 1 Vinyl acetate U 5.9 pg/Kg-dry 1 Vfnyl chloride U 5.9 Fg/Kg-dry Surr: 4-Bramofluorobenzene 94.7 61-133 %REC 1 Surr: Dibromofluaromethane 108 61-139 %REC 1 Surf: Toluene-d8 94.1 57-131 %REC 1 Analyst: MB 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/2212007 6:02:00 PM 3/22J2007 6:02:00 PM 3/22/2607 6:02:00 PM 3/22/2007 5:02:00 PM 3122/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6;02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22J2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2607 6;02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02;00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3122/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM 3/22/2007 6:02:00 PM Qualifiers; E Value above qum3titation range J Analyte detected below quantitation limits S Spike Recovery outside accepted recover? limits X Value exceeds M~*:tmum Contaminant Level Page 5 or'40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703179 Moores Lane Greenpo~, N.Y. 0703179-02A Client Sample ID: Tag Number: Collection Date: Matrix: No. 9 [GW] 3/21/2007 10:16:00 AM LIQUID Analyses Result Limit Qual Units MERCURY Mercury U TARGET ANALYTE LIST METALS Aluminum 245 Antimony U Arsenic 0.149 Barium 1.99 Beryllium U Cadmium 0.0233 Calcium 40.6 Chromium 1,10 Cobalt U Copper 0.996 Imn 416 Lead 1.12 Magnesium 69.7 Manganese 8.20 Nickel 0.695 Potassium 66.7 Selenium U Silver U Sodium 31.6 Thallium 0.0518 Vanadium 0.663 Zinc 1.66 SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Trichlombenzene U 1,2-Dichlombenzene U 1,3-Dlchlorobenzene U 1,4-Dichlombenzene U 2,4,5-Trichlorophenol U 2,4,6-Tdchlorophenol U 2,4-Dichlomphenol U 2,4-Dimethylphenol U 2,4-Dinit/ophenol U 2,4-Dinitrotoluene U 2.8-DinibotoMene U 2-Chlomnaphthalene U 2-ChJorophenol U SW7470A 0.000200 mgtL SW60t OB SW3010A 0.0200 mg/L 0.0250 mg/L 0.0250 mg/L 0.0200 mg/L 0.0200 mglL 0.0100 mglL 0.0250 mglL 0.0200 mg/L 0.0200 mg/L 0.0200 mg/L 0.200 mg/L 0.0150 mglL 1 0.0200 mg/L 1 0.0200 rng/L 1 0.0200 mg/L 1 0.100 mg/L 1 0.0250 mg/L 1 0.0200 mglL 1 0~0300 mg/L 1 0.0150 mg/L 1 0.0200 mgtL 1 0.0200 mg/L 1 SW82700 SW3510 5_7 ug/L 1 5.7 pg/L 1 5,7 I~g/L 1 5.7 pgtL 1 5.7 !JgIL 1 5.7 [~g/L 1 5.7 I~g/L 1 5.7 pg/L 1 11 ~g/L 1 5.7 ug/L 1 5.7 IJg/L 1 5.7 IJg/L 1 5.7 .uglL I DF Date Analyzed 1 1 1 1 1 1 1 1 1 1 10 Analyst: WN 3/23/2007 12:13:09 PM Analyst: JP 3/27/2007 2:04:52 PM 312712007 2:04:52 PM 3/2712007 2:04:52 PM 3/27/2007 2:04:52 PM 3127/2007 2:04:52 PM 3/27/2007 2:04:52 PM 3127/2007 2:04:52 PM 3/27/2007 2:04:52 PM 3/2712007 2:04:52 PM 3/27/2007 2:04:52 PM 3/27/2007 2:16:52 PM 3/27/2007 2:04:52 PM 3/2712007 2:04:52 PM 3/27/2007 2:04:52 PM 3/27/2007 2:04:52 PM 3/2712007 2:04:52 PM 3/27/2007 2:04:52 PM 3/27/2007 2:04:52 PM 3127t2007 2:04:52 PM 3/27/2007 2:04:52 PM 3127/2007 2:04:52 PM 3/2712007 2:04:52 PM Analyst: RN 3/26/2007 1:42:00 PM 3/28/2007 1:42:00 PM 312612007 1:42:00 PM 3128/2007 1:42:00 PM 3/26/2007 1:42:00 PM 3/26/2007 1:42:00 PM 312612007 1:42:00 PM 3/26/2007 1:42:00 PM 3/26/2007 1:42:00 PM 3/26/2007 1:42:00 PM 3/26/2007 1:42:00 PM 3/26/2007 1:42:00 PM 3/26/2007 1:42;00 PM Qualifiers: B Analyte detected in the associated Method Blank Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecto E Value above quantitation range J Annlyte detected below quantitation l/mits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 6 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 9 [GW] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 10:16:00 AM Lab ID: 0703179-02A Matrix: LIQU1D Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW.846 METHOD 8270 SW82700 SW35'10 Analyst: RN 2.Methylnaphthalene U 5,7 IJglL 1 3t20/2007 1:42:00 PM 2-Methylphenol U 5.7 IJg/L 1 3/26/2007 1:42:00 PM 2~Nitroaniline U 5.7 .uglL 1 3126/2007 1:42:00 PM 2-Nilmphenol U 5.7 pg/L 1 3t26/2007 1:42:00 PM 3,3'-Dichlombenzidine U 5.7 pg/L 1 3/26/2007 1:42:00 PM 3+4-Methylphenol U 5.7 pg/L I 3/26/2007 1:42:00 PM 3-Nitroaniline U 5.7 pgA- 1 3/26/2007 1:42:00 PM 4,6-Dinitro-2-methylphenol U 5.7 ~Jg/L 1 3/26/2007 1:42:00 PM 4.Bromophenyl pher~yl ether U 5.7 pglL 1 3/26/2007 1:42:00 PM 4-Chloro-3-methylphenol U 5.7 pgA_ 1 3/26/2007 1:42:00 PM 4-Chloroaniline U 5.7 I~g/L 1 3/26/2007 1:42:00 PM 4-Chlorophenyl pher]yl ether U 5.7 pg/L 1 3/26/2007 1:42:00 PM 4-Nitroaniline U 5.7 pg/L I 3/26/2007 1:42:00 PM 4-Nitrophenol U 5.7 pgA- 1 3/26/2007 1:42:00 PM Acenaphthene U 5.7 IJg/L 1 3/26/2007 1:42:00 PM Acenaphthylene U 5.7 pglL 1 3/26/2007 1:42:00 PM Aniline U 5.7 pg/L I 3/26/2007 1:42:00 PM Anthracene U 5.7 pgA- 1 3/26/2007 1:42:00 PM Azobenzene U 5.7 pg/L 1 3/26/2007 1:42:00 PM Benzidine U 5.7 pg/L 1 3/2612007 1:42:00 PM Benzo(a)anthracene U 5.7 pg/L 1 3/26/2007 1:42:00 PM Benzo(e)pyrene U 5.7 pg/L I 3/26/2007 1:42:00 PM Benzo(b)fluoranthene U 5.7 pg/L I 3/26/2007 1:42:00 PM Benzo(g,h,i}perylene U 5.7 pg/L 1 6/26/2007 1:42:00 PM Benzo(k)fluoranthene U 5.7 pg/L 1 3/26/2007 1:42:00 PM Benzoic acid U 5.7 pgA- 1 3/26/2007 1:42:00 PM Benzyl alcohol U 5.7 pgA. 1 3/26/2007 1:42:00 PM Bis(2-chiomethoxy) methane U 5.7 I~g/L 1 3/26/2007 1:42:00 PM Bis(2-chlomethyl)ether U 5.7 I~g/L 1 3/26/2007 1:42:00 PM Bis(2-chloroisopmpyl)ether U 5.7 pg/L 1 3/26/2007 1:42:00 PM Bis(2-ethylhexyi)phthalate U 5.7 pg/L 1 3/26/2007 1:42:00 PM Butyl benzyl phthalate U 5.7 pglL 1 3/26/2007 1:42:00 PM Carbazole U 5.7 pgA- I 3/26/2007 1:42:00 PM Chrysene U 5.7 pgA- I 3/26/2007 1:42:00 PM Dibenzo(a,h)anthracene U 5.7 pg/L I 3/26/2007 1:42:00 PM Dibenzofuran U 5.7 pglL 1 3126/2007 1:42:00 PM Diethyl phthelate U 5,7 pg/L 1 3/26/2007 1:42:00 PM Dimethyl phthalate U 5.7 pg/L 1 312612007 1:42:00 PM Di-n-butyl phthalate U 5.7 pg/L 1 3/26/2007 1:42:00 PM Qualifiers: B Analyle detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at thc Reporling Limit U Indicates the compound was analyzed for but not detecte E Value above quantimtion range J Analyte detected below quontitation limits S Spike Recovep.,' outside accepted recove~ limits X Value exceeds Maximum Contaminant Level Page 7 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab 1D: P.W. Grosser Consult~g 0703179 Moores Lane Greenpon, N.Y. 0703179-02A Client Sample ID: Tag Number: Collection Date: Matrix: t~o. 9 3/21/2007 10:i6:00 AM LIQUID Analyses Result SEMIVOLATILE SW-846 METHOD 8270 Di.n-octyl phthalate U Fluoranthene U Fluorene U Hexachlorobenzene U Hexachrorobutadiene U Hexachlorocyclopent adiene U Hexachloroethane U Indeno(1,2,3-c,d)pymne U Isophorone U Naphthalene U Nitrobenzene U N-Nitrosodimethylamine U N.Nit rosodi-n-p ropylamine U N-Nit rosodip henylamine U Pentachlorophenol U Phenanthrene U Phenol U Pyrene U Pyddine U Sum 2,4,6-Tribromopheno[ 67.6 Surf: 2-Fluorobiphenyl 78.7 Sure 2-Fluorophenol 54.6 Sure 4-Terphenyl-d 14 79.5 Surr: Nitrobenzene-d5 66.3 Surf; Phenol-d6 34.6 VOLATILE SW-846 METHOD 8260 1,1 ,I ,2-Tetmchloroethane U 1,1 ,l-Trichloroethane U 1,1,2,2-Tetrachloroethane U 1,1,2-Trichloro-1,2,2-trifluoroethane U 1,1,2-Trichloroethane U 1,1 -Dichloroethafle U 1,1-Dichloroethene U 1,1-Dichloropropene U 1,2,3-Trichlombenzene U 1,2,3-Trichloropropane U 1,2,4,5-Tetra methylbenzene U 1,2,4-Trichlorobenzene U 1,2,4-Trirnethyibenzene U Limit Qual Units DF Date Analyzed SW82700 SW3510 Analyst: RN 5.7 i~g/L 1 3126/2007 1:42:06 PM 5.7 pgFL 1 3/26/2007 1:42:00 PM 5.7 pg/L 1 3/26/2007 1:42:00 PM 5.7 pg/L I 312612007 1:42:00 PM 5.7 pglL I 3/26/2007 1:42:00 PM 5.7' pglL I 3/26/2007 1:42:00 PM 5.7 pg/L 1 3/26/2007 1:42:00 PM 5.7 pg/L I 3/26/2007 1:42:00 PM 5.7 pg/L I 3126/2007'1:42:00 PM 5.7 I~g/L 1 3126/2007 1:42:00 PM 5.7 pg/L 1 3/26/2007 1:42:00 PM 5.7 pg/L 1 3/2612007 1:42:00 PM 5.7 pg/L 1 3/26/2007 1:42:00 PM 5.7 pglL 1 3/2612007 1:42:00 PM 5.7 pg/L I 3/26/2007 1:42:00 PM 5.7 pg/L I 3126/2007 1:42:00 PM 5.7 I~g/L I 3/26/2007 1:42:00 PM 5.7 pglL 1 3/26/2007 1:42:00 PM 5.7 pglL I 3/26/2007 1:42:00 PM 22-124 %REC 1 3/26/2007 1:42:00 PM 18-124 %REC I 3/26/2007 1:42:00 PM 16-112 %REC I 3/2612007 1:42:00 PM 17-121 %REC 1 3/26/2007 1:42:00 PM 19-115 %REC 1 3/2612007 1:42:00 PM 12-102 %REC 1 3/26/2007 1:42:00 PM SW8260B Analyst: MB 1.0 pglL I 3/22/2007 1:16:00 PM 1.0 pglL 1 3/22/2007 1:16:00 PM 1.0 pg/L 1 3/22/2007 1:16:00 PM 1.0 pg/L 1 3/22/2007 1:16:00 PM 1,0 pg/L 1 3/22/2007 1:16:00 PM 1.0 p§/L 1 3122/2007 1:16:00 PM 1.0 pg/L I 3/22/2007 1:16:00 PM 1.0 IJg/L 1 3/22/2007 1:16:00 PM 1.0 I~g/L I 3/22/2007 1:16:00 PM 1.0 pg/L 1 3/22/2007 1:16:00 PM 1.0 pglL I 3/22/2007 1:16:00 PM 1.0 pg/L 1 3127J2007 1:16:00 PM 1.0 pg/L I 3/22/2007 1:16:00 PM · · · · · Qufl[Jfiers: B Analyte detected in thc associated Method Blank Holding times for preparation or analysis exceeded ND Not Detected at thc Reporting Limit U Indicates the compound was analyzed for but not d¢leclc E Value above quantitation range J Anfllyte detected below quantitalion limits S Spike Recovery oulsidc acccpted rccovcry limits X Value exceeds Maximum Contaminant Level Page 8 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 9 [GW] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 10:16:00 AM Lab ID: 0703179-02A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: MB 1,2-Dibromo-3-chloropropane U 1.13 ~Jg/L 1 3/22/2007 1:16:00 PM 1,2-Dibromeethane U 1,13 ~Jg/L 1 3122/2007 1:16:00 PM 1,2-Dichlorobenzene U 1.0 pg/L I 3/22/2007 1:16:00 PM 1,2-Dichromethane U 1.0 pg/L I 3/'22/2607 1:16:00 PM 1,2-Dichtoropropane U 1.0 ~JglL 1 3/22/2007 1:16:00 PM 1,3,5-Trimethylbenzene U 1,0 ug/L I 3/22/2007 1:16:00 PM 1,3-Dichlorobenzane U 1,0 ~Jg/L 1 3/22/2007 1:16:66 PM 1,3-dichloropropane U 1.0 IJg/L 1 3/22/2007 1:16:00 PM 1,4-Dichlorobenzene U 1.0 pg/L 1 3t22/2007 1:16:[10 PM 2,2-Dichloropropane U 1.0 [J§/L 1 3/22/2607 1:16:00 PM 2-Butanone U 3.0 ug/L I 3/22/2007 1:16:00 PM 2-Chleroethyl vinyl ether U 1.0 !Jg/L 1 3/2212007 I:16:00 PM 2-Chlorotoruene U 1.0 IJglL I 3/22/2607 1:16:00 PM 2-Hexanone U 2.(3 uglL 1 3/22/2007 1:16:00 PM 2-Propanol U 1.0 pglL 1 3122/2007 1:16:00 PM 4-Chlorotoluene U 1.0 IJg/L I 3/22/2007 1:16:00 PM 4-1soprepyitoluene U 1.0 Fg/L I 3/22/2007 1:16:00 PM 4-Methyl-2-pentanone U 2,0 IJg/L I 3/22/2007 1:16:130 PM Acetone U 2.0 I~g/L I 3/22/2007 1:16:00 PM Acro[ein U 1.0 pg/L 1 3122/2007 1:16:00 PM Acrylonibile U 1.0 pg/L I 3/22/2007 1:16:0t3 PM Benzene U 1.0 pg/L I 3122/2007 1:16:00 PM Bromobenzene U 1.0 pglL I 3/22/2007 1:16:00 PM Bromochloromethane U 1.0 pg/L I 3t22/2007 1:16:00 PM Bromodichloromethane U 1.0 pglL I 3/22/2007 1:16:00 PM Bromoform U 1.0 pg/L 1 3/22/2007 1;16:00 PM Bromomethene U 1.0 pg/L I 3/22/2007 1:16:00 PM Carbon disulfide U 1.0 IJg/L 1 3J2212007 1:16:00 PM Carbon tetrachloride U 1.0 IJg/L 1 3/2212007 1:16:00 PM Chlombenzene U 1.0 IJg/L 1 3122/2007 1:16:00 PM Chlorodifluoromethane U 1.0 IJg/L 1 3/22/2007 1:16:00 PM Chloroethane U 1.0 IJg/L 1 3/22/2007 1:16:00 PM Chloroform U 1.0 pglL 1 3/22/2007 1:16:00 PM Chloromethane U 1.0 pg/L I 3/22/2007 1:16:00 PM cis-l,2-Dichloroethene U 1.0 pglL I 3/2212007 1:16:00 PM cis-1.3.Dichloropropene U 1.0 pg/L 1 3/22/2007 1:16:00 PM Dibromochleromethane U 1.0 pg/L I 3/22/2007 1:16:00 PM Dibromomethane U 1.0 pg/L I 3/22/2007 1:16:00 PM Dichlorodifluorom ethane U 1.0 IJg/L 1 3/22/2007 1; 16:00 PM Qualifiers: B Analyze detected in the associated Mcthod Blank Holding times for preparation or analysis cxceedcd ND Not Detected at the Reporting Limit U Indicales the compound was analyzed for but not dctccte E Value above quantitation range J Analyic detected below quantitation limits S Spike Recovery outside accepted recovery limils X Value exceeds Maximum Contaminant Level Page 9 of 40 American Analytical Laboratories, LLC. Date: 28-Ma;'-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 9 [GW] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 10:16:00 AM Lab ID: 0703179-02A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: MB Diisopropyl ether U 1.0 IJg/L I 3/22/2007 1:16:00 PM Ethanol U 1.0 IJg/L I 3/22/2007 1:16:00 PM Ethyl acetate U 1.0 IJg/L 1 3/22/2007 1:16:00 PM Ethylbenzene U 1.0 pglL 1 3122/2007 1:16:00 PM Freon-114 U 1.0 pglL 1 3~22~2007 1:16:00 PM Hexachlorubutad[ene U 1.0 pg/L 1 3/22/2007 1:16:00 PM Iscpropyl acetate U 1.0 pg/L 1 ' 3/22/2007 1:16:00 PM Isopropylbenzene U 1.0 pgA- 1 3/22/2607 1:16:00 PM m,p-Xy[ene U 2.0 pg/L 1 3/22/2007 1:16:00 PM Methyl ted-butyl ether U 1,0 pg/L 1 3/22/2007 1:16:00 PM Methylene chloride U 1.0 pg/L 1 3/22/2007 1:16:00 PM n-Amyl acetate U 1.0 pglL I 3/22/2007 1:16:00 PM Naphthalene U 1.0 I~g/L I 3122/2007 1:16:00 PM n-Butyl acetate U 2.0 tJg/L 1 3/22/2007 1:18:00 PM n-Butylbenzene U 1.0 pgA- 1 3/22/2007 1:16:00 PM n-Prepyl acetate U 1,0 pg/L I 3/22/2007 1:16:00 PM n-Propylbenzene U 1.0 pg/L I 3122/2007 1;16:00 PM ~Xylene U 1.0 pgA- I 3/22/2007 1:16:00 PM p-Diethylbenzene U 1.0 pgA. 1 3/22/2007 1:16:00 PM p-Ethylioluene U 1.0 pg/L 1 3/22/2007 1:16:00 PM sec-Buybenzene U 1,0 pgA- 1 3122/2007 t :16:00 PM Styrene U 1,0 I~g/L 1 3/22/2007 1:16:00 PM t-Butyl alcohol U 1.0 pg/L 1 3/22/2007 1:16:00 PM tert-Butylbenzene U 1.0 pg/L I 3/22/2007 1:16:00 PM Tetrechlorcethene U 1.0 pg/L 1 3/22/2007 1:16:00 PM Toluene U 1,0 pglL 1 3/22/2007 1:16:00 PM trans-1,2-Dichloroethene U 1.0 pg/L 1 3/22/2007 1:16:00 PM trans-l,3-Dichloropropene U 1.0 IJg/L I 3/22/2007 1:16:00 PM Trichloroethene U 1.0 pgA- 1 3/22/2007 1:16:00 PM Trichlorofluoromethane U 1.0 pg/L 1 3/22/2007 1:16:00 PM Vinyl acetate U 1.0 I~g/L 1 3/22/2007 1:16:00 PM Vinyl chlodde U 1.0 pg/L 1 3/2272007 t :16:00 PM Surf: 4-Bromoflu orobenzene 101 54-134 %REC 1 3/22/2007 1:16:00 PM Sum Dibremofluoremethane 103 52-132 %REC I 3/22/2007 1:16:00 PM Surr: Toluene-d8 96.6 51-127 %REC 1 3/22/2007 1:16:00 PM · · · · · · Qualifiers: B Anatyte detected in the assoeialed Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at dm Reporting Limit U lndicales the compound was analyzed for but not detecte E Value above quantitation range J Analyte detected below quamitation limits S Spike Recovery outside accepted recoveD, limits X Value exceeds Maximum Contaminant Level Page 10 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-O7 CLIENT: P.W. Grosser Consulting Client Sample ID: Lab Order: 0703179 Tag Number: Project: Montes Lane Greenport, N.Y. Collection Date: Lab ID: 0703179-03A Matrix: No. 10 [2.5-5'] 3/21/2007 10:55:00 AM SOIL Analyses Result Limit Qual Units MERCURY SW747'1B SW7471 B Memury 1.07 0.0599 my/Kg-ally PERCENT MOISTURE D22'16 Percent Moisture 24.8 0 wt% TARGET ANALYTE LIST METALS SW60'IOB SW3050A Aluminum 2530 0.517 my/Kg-dry Antimony U 0,647 my/Kg-dry Arsenic 3.48 0.647 my/Kg-dry Barium 141 0.517 mglKg-dry Beryllium U 0.517 mglKg.dry Cadmium 1.14 0,259 my/Kg-dry Calcium 10200 0.647 my/Kg-dry Chromium 17.2 0.517 rag/Kg-dry Cobalt U 0,517 mg/Kg-d~y Copper 473 0.517 my/Kg-dr/ Iron 5140 0.517 my/Kg-dry Lead 101 0.388 my/Kg-dry Magnesium 763 0.517 my/Kg.dry Manganese 111 0.517 mg/Kgq:lry Nickel 14.4 0.517 mg/Kg~ry Potassium 307 2.59 mglKg-dry Selenium U 0,647 mgtKg-d~y Silver 3.79 0,517 mg/Kg-d~y Sodium 248 1.55 my/Kg-dry Thallium U 0.517 my/Kg-dry Vanadium 6.36 0,517 my/Kg-dry Zinc 276 0.517 mg/Kg-d~y SEMIVOLATILE SW-846 METHOD 6270 SW8270D SW3550A 1,2,4oTrichlo robenzene U 150 Fy/Kg-dry 1,2-Dichlorobenzene U 150 Fy/Kg-dry 1,3-Dichlorobenzene U 150 pglKg-dry 1,4-Dichlorobe nzene 410 150 pg/Kg-dry 2,4,5-Trichlorophe nol U 150 IJg/Kg-dry 2,4,6-Trichlomphenol U 150 pg/Kg-dry 2,4-Dichlorophenol U 150 pglKg-dry 2,4-D[methylphenol U 150 pg/Kg-dry 2,4-Dinitmphenol U 150 Fy/Kg-dry 2,4-DinBmtoluene U 150 I~g/Kg-dry 2,6*Dinitmtolcene U 150 IJglKg-dry DF Date Analyzed Analyst: WN 5 3127/2007 2:20:18 PM Analyst: CM 3/22/2007 Ana{yst: JP 3/27/2007 12:16:08 PM 3/27/2007 12:16:08 PM 3127/2007 12:16:08 PM 3~27~2007 12:16:08 PM 3~27~2007 12:16:05 PM 3/2712007 12:16:08 PM 3/27/2007 12:16:08 PM 3/2712007 12:16:08 PM 3/27/2007 12:16:08 PM 3/2712007 12:16:08 PM 3/2712007 12:16:08 PM 3/27/2007 12:16:08 PM 3/27/2007 12:16:08 PM 3/27/2007 12:16:08 PM 3/27/2007 12:16:08 PM 3/27/2007 12:16:08 PM 3/27/2007 12:16:08 PM 3/27/2007 12:16:06 PM 3/27/2007 12:16:08 PM 3/27/2007 12:16;08 PM 3/27/2007 12:16:08 PM 3/27/2007 12:16:08 PM Analyst: RN 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 312612007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM Qualifiers: Analyte detected in the 0ssociated Meflmd Blank H Holding times for prcpmation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates rile compound was analyzed for but not detecto E Value above quantitation range J Analste detected below quantitation limits S Spike Recovery outside acccpled recovery limits X Value exceeds Meximum Contaminant Level Page 11 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab 1D: P.W. Grosser Consult~g 0703179 Moores Lane Greenpo~, N.Y. 0703179~03A Client Sample ID: No. 10 [2.5-5'] Tag Number: Collection Date: 3/21/2007 10:55:00 AM Matrix: SOIL Analyses Result Limit Qual Units SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3550A 2-Chloronaphthslene U 150 pg/Kg-dry 2.Chlorophenol ' U 150 pg/Kg-d~ 2~Methylnaphthalene U 150 pg/Kg-dpJ 2-Methylphenol U 150 po/Kg~ry 2-Nitroaniline U 150 po/Kg-dry 2-Nitrophenol U 150 pglKg-d~' 3,3'.Dichlorobenzidine U 150 pglKg~ry 3+4-Methylphenol U 150 pg/Kg~Y 3-Nitmanfline U 150 pg/Kg-d~y 4,6*Din[tm-2-methylphenoi U 150 pg/Kg-dry 4-Bromophenyl phenyl ether U 150 pglKg-dry 4-Chloro-3-met hylp henol U 150 pg/Kg-dry 4-Chtoroaniline 520 150 pg/Kg.dry 4-Chlorophenyl phenyl ether U 150 pg/Kg-dry 4.Nitroaniline U 150 [Jg/Kg-dry 4-Nitrophenol U 190 Fg/Kg-dry Acenaphthene U 150 pg/Kg.dry Acenaphthylene U 150 pglKg-d~y Aniline U 150 pg/Kg-d~y Anthracene U 150 pg/Kg-d~y Azobenzene U 150 pg/Kg-diy Benzidine U 150 pg/Kg-dry Benzo(a)anthracene 730 150 pg/Kg~fiy Benzo(a}pyrene 780 150 pg/Kg~ry Benzo(b)fluoranthene 780 150 IJglKg-dry Benzo(g,h,i)pefylene 540 150 pglKg-dry Benzo(k)fluoranthene 550 150 ~ag/Kg-d~y Benzoic acid U 150 pg/Kg-dry Benzyl alcohol U 150 pg/Kg~ry B~s(2-chloroet hoxy)met hane U 150 iJg/Kg-dry Bis(2-chloroethyl)ether U 150 pg/Kg-d~y Bis(2-ch[o roisopropyl}ethe r U 150 pg/Kg-dry BIs(2-et hylhexyl)phthalate 900 150 pg/Kg-dry Butyl benzyl phthalate U 150 p§lKg-dPJ Carbazole U 150 pg/Kg-dry Chrysene 930 150 pg/Kg-dry Dibenzo(a,h)anthracene U 150 pg/Kg-dp/ Dibenzofuran U 150 pg/Kg-dry Diethyl phthalate U 150 pglKg~lry DF Date Analyzed Analyst: RN 3/25/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3126/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/2612007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/20D7 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50;00 PM 3126/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:0D PM 3126/2007 3:50:00 PM 3/25/2007 3:50:00 PM 3126/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/28/2007 3:50:00 PM 3/26/2007 3:50:00 PM 312612007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 3/25/2007 3:50:00 PM 312612007 3:50:00 PM 3/26/2007 3:50:00 PM 3/26/2007 3:50:00 PM 312612007 3:50:00 PM 312612007 3:50:00 PM 3~26~2007 3:50:00 PM 312612007 3:50:00 PM 312612007 3:50:00 PM 312512007 3:50:00 PM 312612007 3:50:00 PM Qualifiers: B Analyle detected in thc associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Rcpoaing Limit U Indicates the compound was analyzed for but not detecte E Value above quantitation range J Analytc detected below quamitation limi~ S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 12 of 40 American Analytical Laboratories, LLC. Date: 28~Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 10 [2.5-5'] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 10:55:00 AM Lab ID: 0703179-03A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82700 SW3560A Analyst: RN Dimethyl phthalate U 150 l. Jg/Kg-dry I 3126/2007 3:50:00 PM Di-n-butyl phthalate U 150 pgtKg-d~t 1 3~26~2007 3:50:00 PM Dl-n-octyl phthaJate U I50 pgtKg-dpJ 1 3/26/2007 3:50:00 PM Fluoranthene 880 150 !JglKg-dry I 3126t2007 3:50:00 PM Fluorene U 150 IJglKg-dry I 3126/2007 3:50:00 PM Hexachlorobenzene U 150 pg/Kg-dry 1 3126/2007 3:50;00 PM Hexachlorobutadiene U 150 pg/Kg-dry 1 312612007 3:50:00 PM Hexachlorocyclopentadiene U 190 pg/Kg*dry 1 3/2612007 3:50:00 PM Hexachloroethane U 150 pg/Kg-dry 1 3/2612007 3:60:00 PM Indeno(1,2,3-c,d)pyrene 440 150 pg/Kg~ry 1 312612007 3:50;00 PM Isophorone U 150 IJglKg-dry 1 3126/2007 3:50:00 PM Naphthalene U 150 IJg/Kg-dry 1 3/26/2007 3:50:00 PM Nitrobenzene U 150 I~glKg~ry 1 3126/2007 3:50:00 PM N-Nitrosodimethylamine U 150 pg/Kg-dry 1 3/2612007 3:50:00 PM N-Nitrosodi-n-propylamine U 150 pg/Kg-dry 1 3~20~2007 3:50:00 PM N-Nitrasadiphenylarnine U 150 pglKg-dry 1 3/26/2007 3:50:00 PM Pentachlorophenal U 190 pg/Kg-dry 1 3/26/2007 3:50:00 PM Phenanthrene 230 150 pg/Kg-dry 1 3/26/2007 3:50:00 PM Phenol U 150 pg/Kg-dry 1 3/2612007 3:50:00 PM Pyrene 1100 150 pg/Kg-dry I 3/26/2007 3:50:00 PM Pyrldine U 150 pg/Kg-dry I 3~26~2007 3:50:00 PM Surr: 2,4,6-Tribromophenol 04.8 22-124 %REC 1 3126/2007 3:50:00 PM Surr: 2-Fluorobiphenyl 63.7 27-119 %REC I 3/26/2007 3:50:00 PM Surr: 2-Fluorophenol 33.5 21-123 %REC 1 3/2612007 3:50:00 PM Surf: 4-Terphenyl~14 64.3 28-125 %REC I 312612007 3:50:00 PM Surf: Nitmbenzene-d5 51.2 21-118 %REC 1 3/2612007 3:50:00 PM Sur~: Phenol-d6 46.2 18-129 %REC 1 3/2612007 3:50:00 PM VOLATILE SW-846 METHOD 8260 SW82606 Analyst: MB 1,1 ,I ,2-Tetrachloroethane U 6.8 pglKg-dry 1 3/22/2007 6:50:00 PM 1,1,1-Trichloroethaae U 6.6 pg/Kg-dry 1 3/22/2007 6:50:00 PM 1,1,2,2-Tetrachloreethane U 6.8 pg/Kg-dry 1 3/22/2007 6:50:00 PM 1,1,2-Tdchloro-1,2,2-trifluoroethane U 6.8 fig/Kg-dry 1 312212007 6:50:00 PM 1,1,2-Trichloroethane U 6.8 pglKg-dry 1 3/22/2007 6:50:00 PM 1,1-Dichloroethane U 6.8 IJg/Kg-dry ! 312212007 6:50:00 PM 1,1-Dichlaroethene U 6.5 pglKg-dry 1 3122/2007 6:50:00 PM 1,1-Dichloropropene U 6.8 IJg/Kg-dry 1 2/22/2007 6:50:00 PM 1,2,3-Trichlorobenzene U 6.8 gglKg-dry 1 3/22/2007 6:50:00 PM 1,2,3-Trichlorol~ropane U 6.8 IJglKg-dry I 3/22/2007 6:50:00 PM 1,2,4,5~Tetramethylbenzene U 6.8 IJg/Kg-dry 1 312212007 6:50:00 PM Qualifiers: B Analytc dctccted in the tt~sociated Method Blank H Holding timc~ for preparation or analysis excccdcd ND Not Detected at thc Reporting Limit U Indicates the compound was analyzed for but not detecto E Value above quantitation range J Analyte detected below quantitation limits S Spike Recovet~ oulside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 13 of 40 American Analytical Laboratories, LLC. Date: 28-3,1a,'-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 10 [2.5-5'] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 10:55:00 AM Lab ID: 0703179-03A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: MB 1,2,4-Trichlorobenzene U 6.8 I~g/Kg-dry I 3122/2007 6:50:00 PM 1,2,4-Tr[methylbenzene U 5.8 IJglKg-dry 1 3/22/2007 6:50:00 PM 1,2-Dibtomo-3-chlompropace U 0.5 lie/Kg-dry I 3122/2007 6:50:00 PM 1,2-Dibromoethane U 6.1~ pg/Kg*do/ I 3/22/2007 6:50:00 PM 1,2-Dichlombenzene U 6.8 pglKg-dry 1 3/22/2007 6;50:00 PM 1,2-D[chloroethane U 6.5 pg/Kg-dry 1 3/22/2007 6:50:00 PM 1,2-Dichloropropade U 6.8 pg/Kg-dry I 3/22/2007 6:50:00 PM 1,3,5-Trimethylbenzene U 5.5 pg/Kg-d~y 1 2/22/2607 6:50:00 PM 1,3-Dichlor(]benzene U 6.8 pglKg-dry I 3/22/2007 6:50:00 PM 1,3-dichloropropane U 6.5 pg/Kg-d~/ 1 3/22/2007 6:50:00 PM 1,4-Dichlorebenzene U 6.8 pg/Kg-dry I 3t22/2007 6:50:00 PM 2,2-Dichloropropans U 6.8 pg/Kg-dry 1 3/22/2007 6:50:00 PM 2-Bulanone U 6.6 pg/Kg-dry I 3/22/2007 6:50:00 PM 2-Chloroethyl vinyl ether U 6.8 pg/Kg~lry 1 3/22/2007 6:50:00 PM 2-Chlorotoluene U 6.8 pglKg-dry 1 3/22/2007 6:50:00 PM 2-Hexanone U 5,8 pg/Kg-dry 1 3/22/2007 6:50:00 PM 2-Propanol U 68 ge/Kg-dry I 3/22/2007 6:50:00 PM 4-Chlorotoluene U 6.8 pg/Kg~lry I 3/22/2007 6:50:00 PM 4-1sop¢opyltoluene U 6.8 pg/Kg-dry 1 3/22/2007 6:50:00 PM 4-Methyl-2-pentanone U 6.8 ~tg/Kg-dry 1 3/22/2007 6:50:00 PM Acetone U 6.8 pg/Kg-dry 1 3/22/2007 6:50:00 PM Acro]eln U 34 pg/Kg-dry 1 3122/2007 6:50:00 PM Acrylonitrile U 6.8 Fg/Kg-dry I 3/22/2007 6:50:00 PM Benzene U 6.8 ~g/Kg-dry I 3/22/2007 6:50:00 PM Bromobenzene U 8.5 pg/Kg<lPJ 1 312212007 6:50:00 PM Bromochloromethane U 6.8 pg/Kg<lry 1 3/22/2007 6:50:00 PM Bromodichlommethane U 6.5 pg/Kg-dry 1 3/22/2007 6:50:00 PM Bmmoform U 6.g pg/Kg<lry 1 3/22/2007 6:50:00 PM Bromomethane U 6.5 gg/Kg-dry I 3/22/2007 8:50:00 PM Carbon disulfide U 8.8 pg/Kg-dry 1 3/22/2007 6:50:00 PM Carbon tetrachloride U 6.8 pg/Kg-dry 1 3/22/2007 6:50:00 PM Chlorobenzene U 8.8 IJg/Kg-dry 1 3/22/2007 6:50:00 PM Chlomdifluoromethane U 6.8 pglKg-dry 1 312212007 6:50:00 PM Chloroethane U 6.8 pg/Kg-dry 1 3/22/2007 5:50:00 PM Chloroform U 6.8 IJg/Kg-dry 1 3122/2007 6:50:00 PM Chloromethane U 6.5 gg/Kg-d~J 1 3/22/2007 6:50:00 PM cis-l,2-Dichloroethene U 5.5 I~g/Kg-dry 1 3/22/2007 6:50:00 PM cis-l,3-Dichloropropene U 6.5 pg/Kg-dry 1 3/22/2007 6:50:00 PM Dibromochloromethane U 6.6 pg/Kg-dPJ 1 3/22/2007 6:50:00 PM Qualifiers: B Analyte detected in ~he associatcd Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at. the Reporting Limit U Indicates the compound was analyzed t'or hut not dctecte E Value above quantitatien range J Analy~e detected below quantitation limits S Spike Recover:,, oulside accepted recovery limits X Value exceeds M~,ximum Contaminant Level Page 14 of 40 American Analytical Laboratories, LLC. Date: 2S-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703179 Moores Lane Greenpo~, N.Y. 0703179-03A Client Sample ID: Tag Number: Collection Date: Matrix: No. 10 L2.5-5'] 3/21/2007 10:55:00 AM SOIL Analyses Result Limit Qual VOLAT1LE SW-846 METHOD 8260 SW82606 Dibromemethane U 6.8 Dichlorodifluo¢omethane U 6.8 Diisopropyl ether U 6.6 Ethanol U 34 Ethyl acetate U 6.8 Ethylbenzene U 6.8 Freon-114 U 6.8 Hexachlorobutadiece U 6.B Isopropyl acetate U 6.8 Isepropylbenzene U 6.8 m,p-Xylene U 14 Methyl tort-butyl ether U 6.8 Methylene chlodde U 6.8 n-Amyl acetate U 6.8 Naphthalene U 6.8 n. Butyl acetate U 6.8 n-Butylbenzene U 6.8 n-Propyf acetate U 6.5 n-Prepylbenzene U 6.8 o-Xylene U 6.6 p-Diethylbenzene U 6.8 p-Ethyltoluene U 6.8 sec-Butylbenzene U 6.8 Styrene U 6.8 t-Butyl alcohol U 6.8 telt-Butylbenzene U 6.8 Tetrachloroethene U 6. B Toluene U 6.8 trans-l,2-Dichleroethene U 8.8 trans-l,3-Dichloropropene U 5.8 Trichloroethene U 6.8 Trichthrofluorometha ne U 6.8 Vinyl acetate U 0.8 Vinyl chloride U 5.8 Surr: 4-Bremofluorobenzene 85.7 61-133 Surf: Dibremofluoromethane 107 61-139 Sure Toluene-dB 04.2 57-131 Units DF Date Analyzed Analyst: MB pg/Kg-dry I 3122/2007 6:50:00 PM IJglKg-dry 1 3/22/2007 6:50:00 PM ~g/Kg*dry I 3/22/2007 6:50:00 PM pg/Kg~ry 1 3/22/2007 6:50:00 PM pg/Kg*dry I 3/22/2007 6:50:00 PM gg/Kg-dry I 3/22/2007 6:50:00 PM pg/Kg-dry 1 3/2212007 6:50:00 PM IJg/Kg-dry 1 3/22/2007 6:50:00 PM ~JglKg-dry 1 3/22/2007 6:50:00 PM p§/Kg-dry I 3/22/2007 6:50:00 PM pg/Kg-dry I 3122/2007 6:50:00 PM pg/Kg-dry 1 3/22/2007 6:50:00 PM pg/Kg.dry I 3/22/2007 6:50:00 PM pglKg-dry I 3/22/2007 6:50:00 PM pg/Kg~dry I 3/22/2007 6:50:00 PM pglKg~lry 1 3/22/2007 6:50:00 PM pg/Kg-.d~J 1 3/22/2007 6:50:00 PM pg/Kg-dry I 3/22/2007 6:50:00 PM pglKg-dry I 3/22/2007 6:50:00 PM pg/Kg-d~J 1 3/22/2007 6:50:00 PM ~Jg/Kg-dry I 3/22/2007 6:50:00 PM pg/Kg*dry I 3/22/2007 6:50:00 PM pglKg-dry 1 3/22/2007 6:50:00 PM pg/Kg-dry 1 3122/2007 6:50:00 PM pg/Kg-dry t 3/22/2007 6:50:00 PM ~g/Kg-d~J I 3122/2007 6:50:00 PM pg/Kg-dry I 3/22/2007 6:50:00 PM pg/Kg-dry 1 3/22/2007 6:50:00 PM ~glKg-dry I 3/22/2007 6:50:00 PM pg/Kg-dry 1 3/22/2007 $:50:~0 PM pg/Kg-dry 1 3~22~2007 6:50:00 PM pg/Kg-d~J 1 3/22/2007 6:50:00 PM i~glKg-dry 1 3/22/2007 8:50:00 PM pg/Kg~lry I 3/22/2007 6:50:00 PM %REC 1 3/22/2007 6:50:00 PM %REC 1 3/22/2007 6:50:00 PM %REC 1 3/22/2007 6:50:00 PM Qualifiers: B Analytc detected ia the associated Method Blank Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U ladicates the compound was analyzed for but not detecto E Value above quantitation range J Analyte detected bcloxv quantitatlen limits S Spike RccovcoJ oulside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 15 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: Analyses P.W. Grosser Consulting 0703179 Moores Lane Greenpo~, N.Y. 0703179-04A Client Sample ID: Tag Number: Collection Date: Matrix: No. 10 [GW] 3/21/2007 12:17:00 PM LIQUID Result Limit Qual Units DF Date Analyzed MERCURY SW7470A Mercury 0.00738 0.000200 m9/L TARGET ANALYTE LIST METALS SW60'IOB SW3010A Aluminum 957 0,200 mglL Antimony U 0.0250 mg/L Arsenic 0.237 0.0250 mg/L Barium 6.98 0.0200 mg/L Beryllium U 0.0200 mg/L Cadmium 0.0208 0.0100 mg/L Calcium 83.7 0.0250 mg/L Chromium 1.53 0.0200 mg/L Cobalt U 0.0200 mglL Copper 3.27 0.0200 mgJL Iron 737 0.200 mg/L Lead 1.27 0.0150 mg/L Magnesium 175 0.0200 mg/L Manganese 11.4 0.0200 mg/L Nickel 1.18 0.0200 rng/L Potassium 145 0.100 mg/L Selenium U 0,0250 mg/L Silver 0.0702 0.0200 mg/L Sodium 39.4 0.0300 mglL Thallium U O.0150 mg/L Vanadium 1.84 0.0200 mg/L Zinc 4.83 0.0200 mglL SEMIVOLATILE SW-846 METHOD 8270 SW82700 SW3510 1,2,4-Trichlorobenzene U 5.6 pg/L 1,2-Dichlorobenzene U 5.6 pg/L 1,3-Dichlorobenzene U 5.6 pglL 1,4-Dichlorobenzene U 5.6 IJg/L 2,4,5-Trichlorophenol U 5.6 I~glL 2,4,6-Trichlo rophenol U 5.6 FglL 2,4~Dichlorophanol U 5.6 pg/L 2,4-Dimethylphenol U 5.6 pg/L 2,4-Dinitrophenol U 11 pgtL 2,4-Dinitmtoluene U 56 I~g/L 2,6-Dinitrotoluene U 5.6 IJg/L 2-Chlomnaphthalene U 5.6 gg/L 2-Chlorophenol U 5.6 pglL Analyst: WN 312712007 12:10:11 PM Analyst: JP 10 3127/2007 2:19:24 PM I 3t2712007 2:07:01 PM I 3/27/2007 2;07:01 PM I 3/27/2007 2:07:01 PM 1 3127/2007 2:07:01 PM 1 3/27/2007 2:07:01 PM 1 3127/2007 2:07:01 PM 1 3/27/2007 2:07:01 PM 1 312712007 2:07:01 PM 1 3/2712007 2:07:01 PM 10 3/27/2007 2:19:24 PM 1 312712007 2:07:01 PM 1 312712007 2:07:01 PM 1 3/2712007 2:07:01 PM 1 3/2712007 2:07;01 PM 1 3/2712007 2:07:01 PM 1 3~27~2007 2:07:01 PM 1 3~27~2007 2:07:01 PM 1 3/27/2007 2:07:01 PM I 3127/2007 2:07:01 PM 1 3/2712007 2:07;01 PM I 3127/2007 2:07:01 PM Analyst: RN 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/2812007 2:12;00 PM 3/26/2007 2:12:00 PM 3/26/2007 2;12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/2612007 2:12;00 PM 3t2612007 2:12:00 PM 3/2612007 2:12:00 PM 3/26/2007 2;12:00 PM 3126/2007 2:12:00 PM · · · · · · Qualifiers: B Analyte detected in rite ~ssociatcd Mcdlod Blank H Holding times for preparation or analysis exceeded ND Not Deteclrd at the Reporting Limit U Indicates the compound was analyzed for but not dclccte E Value above quantitation range J ^nalyle dclectcd below quanlitatJon ]in]its S Spike Recovery outside aancpted recovery limit~ X Value exceeds Max/mum Contaminant Level Page 16 of 40 American Analytical Laboratories, LLC. Date: 2&Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: Lab ID: 0703179-04A Matrix: No. 10 [GW] 3/21/2007 12:17:00 PM LIQUID Analyses Result Limit Qual Units SEMIVOLATILE SW~846 METHOD 8270 SW8270D SW3510 2-Methylnaphthalene U 5.6 IJg/L 2-Methylphenoi U 5.6 IJglL 2-Nitroanilice U 5.6 pglL 2-Nitrophenol U 5.6 pg/L 3,3 '-Dlchlorobenzidine U 5.0 I~gtL 3+4-Methylphenol U 5.6 pg/L 3-Nitroaniline U 5.6 I~glL 4,6.Dinitro-2-rnethylphen el U 5.6 I~g/L 4*Bromophenyl phenyl ether U 5.6 pg/L 4-Chloro-3-methylphen el U 5.6 pg/L 4-Chloroaniline U 5.6 p§/L 4.Chlorophenyl phenyl elher U 5,6 pglL 4-Ndroaniline U 5,6 pg/L 4-Nib'ophenol U 5.6 pglL Acenaphthene U 5.6 pg/L Acenephthylene U 5.6 pglL Aniline U 5.6 Fg/L Anthracene U 5.6 pglL Azobenzene U 5.6 NelL Benzldiee U 5.6 I~g/L Benzo(a}anthracene U 5.6 pg/L Benzo(a)pyrene U 5.6 Ng/L Benzo(b)fluoranthene U 5.6 I.IglL Benzo(g,h,i)peP/lene U 5.6 NelL Beezo(k)fluoranthene U 5.6 NglL Benzoic acid U 5.6 IJg/L Benzyl alcohol U 5,6 I JelL Bis (2-chloroet hoxy}methane U 5.6 IJg/L Bis(2-ch[oroethyl)et he r U 5.6 pg/L Bis(2-chloroisopfopyi)ether U 5.6 pglL Bis(2-ethythexyl}phth elate U 5.6 pg/L Butyl benzyl phthalate U 5.6 IJg/L Carbazole U 5.6 ~Jg/L Chrysene U 5.6 tJg/L Dibenzo(a,h)a nthracene U 5.6 I~glL Dibenzofuran U 5,6 ~g/L Diethyl phthalate U 5.6 [Jg/L Dirnethyl phthalate U 5.6 NelL Di-n-butyl phthalate U 5.6 ~JglL DF Date Analyzed Analyst: RN 3/2612007 2:12:00 PM 3126/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3~26~2007 2:12:00 PM 3/26/2007 2:12:00 PM 3126/2007 2:12:00 PM 3t26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/2612007 2:12:00 PM 312612007 2:12:00 PM 3/2612007 2:12:00 PM 312612007 2:12:00 PM 3/26/2007 2:12:00 PM 312612007 2:12:00 PM 312612007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 312612007 2:12:00 PM 3126/2007 2:12:00 PM 3126/2007 2:12:00 PM 3126/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/2612007 2:12:00 PM 3126/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM 3~26~2007 2:12:00 PM 3/2612007 2:12:00 PM 3~26~2007 2:12:00 PM 3/2612007 2:12:00 PM 3/26/2007 2:12:00 PM 3/26/2007 2:12:00 PM Qualifiers; B Analylc detected in thc associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Repoaing Limit U Indicates thc compound was analyzed for but not detecte E Value above qu~ntitalion range J Analyte detected below quanffiatioa ]hnits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 17 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: Analyses P.W. Grosser Consulting Client Sample ID: 0703179 Tag Nnmber: Moores Lane Greenport, N.Y. Collection Date: 0703179-04A Matrix: No. 10 [GW] 3/21/2007 12:17:00 PM LIQUID Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW35'10 Di-n-octyl phthalate U 5.6 pg/L Fluoranthene U 5.6 ~Jg/L Fluorene U 5.6 pglL Hexachlorobenzene U 5.6 pg/L Hexachlombutadiene U 5.6 pgA, Hexachlo mcyclopentadiene U 5.6 IJglL Hexachloroethane U 5.6 pg/L Indeno(1,2,3*c,d)pyrene U 5.6 IJglL Isophorone U 5.6 pg/L Naphthalene U 5.6 pg/l- Nitrobenzene U 5.6 pgA, N-Nitrosodim ethylamine U 5.6 pg/L N-Nitmsodi-n-pmpylamine U 5,6 pg/L N-Nitrosodiphenylamine U 5.6 pg/L Pentachlorophenol U 5.6 pglL Phenanthmne U 5.6 pglL Phenol U 5.6 pg/L Pyrene U 5.6 pg/L Pyridine U 5.6 I~g/L Sum 2,4,6-Tdbmmophenol 60.6 22-124 %REC Surr: 2-Fluombiphenyl 63.1 18-124 %REC Sum 2-Fluomphenol 49,9 16-112 %REC Sum 4~?erphenyl-d 14 60.0 17-121 % REC Sum Nitrobenzene-d5 59.7 19-115 %REC Sum Phenol-d6 31,8 12-102 %REC VOLATILE SW-846 METHOD 8260 SW8260B 1,1.1,2-Tetrachloroethane U 1.0 pgA, 1,1,1-Trichloroethane U 1.0 pg/L 1,1,2,2-Tetrach]oroet h ane U 1.0 pgA. 1,1,2-Tdch[oro-1,2,2-trifluoroethane U 1.0 1,1,2-Trichloroethane U 1.0 pg/L 1,1-D[chloroethane U 1.0 pg/L 1,1-Dtchloroethene U 1.0 I~glL 1,1-Dichloropropane U 1.0 pg/L 1,2,3-Tdchlombenzene U 1.0 pgfL 1,2,3-Trichlo ropropa ne U 1.0 pg/L 1,2,4,5-Tetramethy~benzene U 1,0 pg/L 1,2,4-Trichlorobenzene U 1.0 pg/L 1,2,4-Trimethylbenzene U 1.0 pglL Analyst: RN 1 3/26/2007 2:12:00 PM 1 3~26~2007 2:12:00 PM 1 3/28/2007 2:12:00 PM 1 3/26/2007 2:12;00 PM 1 3/26/2007 2:12:00 PM 1 312612007 2:12:00 PM 1 3t26/2007 2:12:00 PM 1 3/2612007 2:12:00 PM 1 3/26/2007 2:12:00 PM 1 312612007 2:12:00 PM 1 3/26/2007 2:12:00 PM 1 3/26/2007 2:12:00 PM 1 3126/2007 2:12:00 PM I 3/26/2007 2:12:00 PM 1 3/26/2007 2:12;00 PM I 3/26/2007 2:12:00 PM 1 3/26/2007 2:12:00 PM I 3/26/2007 2:12:00 PM 1 3/26/2007 2:12:00 PM 1 3/26/2007 2:12:00 PM I 3/26/2007 2:12:00 PM 1 3/26/2007 2:12:00 PM 1 3/26/2007 2;12:00 PM 1 3/26/2007 2:12:00 PM 1 3/2612007 2:12:00 PM Analyst: MB 1 3~22~2007 2:04:00 PM I 3122J2007 2:04:00 PM I 3/22/2007 2:04:00 PM 1 3/22/2007 2:04:00 PM 1 3/2212007 2:04:00 PM I 3/22/2007 2:04:00 PM 1 3/22/2007 2:04:00 PM 1 3122/2007 2:04:00 PM I 3/22/2007 2:04:00 PM 1 3122/2007 2:04:00 PM I 3~22~2007 2:04:00 PM 1 3/22/2007 2:04:00 PM I 3~22~2007 2:04:00 PM Qualifiers: B Analyte detected in the associated Method Blank Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecte E Value abu,¢ quantitation range J Analyte detected beIow quantitation limits S Spike Recoveq~ outside accepted recovcq, limits X Value exceeds Maximum Contaminant Level Page 18 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. I0 [GW] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 12:17:00 PM Lab ID: 0703179-04A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B 1,2-Dib romo-3-chloropropane U 1.0 pg/L 1,2-Dibromeethane U 1.0 pg/L 1,2-Dichlorobenzene U 1.0 pg/L 1,2-Dichloroethane U 1.0 ~Jg/L 1,2-Dichloropropane U 1.0 IJg/L 1,3,5-Trlmethylbenzene U 1.0 pg/L 1,3-Dichlorobenzene U 1,0 ~Jg/L 1,3-dichloropropane U 1.0 IJg/L 1,4-Dichlorobenzene U 1.0 ~glL 2,2-Dichloropropane U 1.0 I~g/L 2-Butanone U 3.0 pg/L 2-Chloroethyl vinyl ether U 1.0 IJglL 1 2-Chlorotoluene U 1.0 pg/L 1 2-Hexanone U 2.0 pglL 1 2-Propanol U 1.0 pg/L 1 4-Chlorotoluene U 1.0 pg/L 1 4qsopropyltoluene U 1.0 pglL 1 4-Methyl-2-pentanone U 2.0 ,ug/L 1 Acetone U 2.0 pglL 1 Acrolein U 1.0 izg/L 1 Acrylonitrile U 1 Benzene U 1.0 pg/L 1 Bromobenzene U 1.0 FglL 1 Bromochloromethane U 1.0 Ng/L 1 Bromodichloromethane U 1.0 pglL 1 Bromoform U 1.0 pglL 1 Bmmomethane U 1.0 pglL 1 Carbon disull]de U 1.0 Fg/L 1 Carbon tetrachloride U 1 Chlorobenzene U 1.0 ~Jg/L 1 Chlorociifluoromet;3a ne U 1.0 pg/L 1 Chloroethane U 1,0 IJg/L 1 Chloroform U 1,0 I~g/L 1 Chloromethane U 1.0 Ng/L 1 cis-1,2-Dichloroethene U 1.0 I~g/L 1 cis-1,3-Dichloropropene U 1.0 [aglL 1 Dibromochloromethane U 1.0 Hg/L 1 Dibromomethane U 1.0 IJg/L 1 Dichrorodifluommethane U 1.0 IJg/L Analyst: MB 1 3/22/2007 2:04:00 PM I 3/22/2007 2:04:00 PM 1 3/22/2007 2:04:00 PM 1 3/2212007 2:04:00 PM I 312212007 2:04:00 PM 1 3/22/2007 2:04:00 PM I 3/22/2007 2:04:00 PM I 3/22/2007 2:04:00 PM I 312212007 2:04:00 PM I 3122/2007 2:04:00 PM 1 3/22/2007 2:04:00 PM 3/22/2007 2;04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/200? 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2;04:00 PM 3/22/2007 2:04:00 PM 3/22/2007 2:04:00 PM Qualifiers: B Pmalyte detected in the associated Method Blank E Value above quantltation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporling Limit U Indicates the compound was analyzed for bul not deleete J Analyte detected below quantitation limils S Spike Recove~ outside accepted recovcq, limits X Value exceeds Maximum Contaminant Level Page 19 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 10 [GW] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 12:17:00 PM Lab ID: 0703179-04A Matrix: LIQUID Analyses Result Limit Qaal Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW82609 Analyst: MB Diisopropyl ether U 1.fi I~g/L 1 3/22/2097 2:04:00 PM Ethanol U 1.0 pg/L 1 3/22/2007 2:04:00 PM Ethyl acetate U 1.O [ag/L 1 3/22/2007 2:04:00 PM Ethylbenzene U 1.0 pglL 1 3/22/2007 2:04:00 PM Freon-114 U 1.0 pg/L I 3/22/2007 2:04:00 PM Hexachlorobutadiene U 1.0 pg/L I 3/22/2007 2:04:0(] PM [sopropyl acetate U 1.0 IJg/L 1 3/22/2097 2:04:00 PM Isoprapylbenzene U 1.0 pglL 1 3/22/2~07 2:04:00 PM m,p-Xylene U 2.0 pglL 1 312212007 2:04:00 PM Methyl ted-butyl ether U 1.0 pg/L 1 3/22/2007 2:04:00 PM Methylene chloride U 1.0 pglL 1 3/22/2007 2:04:00 PM n-Amyl acetate U 1 .O pg/L 1 3/22/2007 2:04:00 PM Naphthalene U 1.0 pglL 1 3/22/2007 2:04:00 PM a-Butyl acetate U 2.0 pB/L 1 3/22/2007 2:04:00 PM n-Butylbenzene U 1.0 pg/L I 3/2212007 2:04:00 PM n-Propyl acetate U 1.0 pglL 1 3/22/2007 2:04:00 PM n-Propylbenzene U 1 .O pglL 1 3/22/2007 2:04:00 PM o-Xylene U 1.0 pglL 1 3/22120n7 2:04:00 PM p-Diethylbenzene U 1.0 pg/L 1 3/221200? 2:04:00 PM p-Ethyltoluene U 1.0 p§/L 1 3/22/2007 2:04:00 PM sec-Butylbenzene U 1.0 ,ug/L 1 3/22/2007 2:04:00 PM Styrene U 1.0 pg/L 1 3/22/2007 2:04:00 PM t-Butyl alcohol U 1.0 Fg/L 1 3/22/2907 2;04:00 PM tert-Butylbenzene U 1~0 ~Jg/L I 3/22/20g7 2:04:00 PM Tatrachlomethene U 1.0 pg/L 1 3/22/2007 2:04:00 PM Toluene LI 1.0 pg/L 1 3/22/2007 2:04:00 PM trans-1,2-Dichloroethene U 1.0 I~g/L 1 3/22/2007 2:04:00 PM trans-1,3-Dichloropropene U 1.0 pglL 1 3/22/2007 2:04:00 PM Trichloroethene U 1.0 pg/L 1 3/22/20197 2:04:00 PM Tdchlorofluoromethane U 1.0 pg/L 1 3/22/2007 2:04:00 FM Vinyl acetate U 1.0 pg/L I 3/22/2007 2:04:00 PM Vinyl chloride U 1.0 IJg/L 1 3/22/2007 2:04:0n PM Surf: 4-Bromoguc~robenzene 94.9 54-134 %REC 1 3/22/2007 2:04:09 PM SurF. Dibromofluoromethane 10i3 52-132 %REC I 3/22/2907 2:04:00 PM Surf: Toluene-d8 98.1 51-127 %REC 1 3/22/2(307 2:04:00 PM Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not del¢cte E Value above quantitalion range J Analytc detected below quantitation limits S Spike Recove~ outside acceplcd rccove~ limits X Value exceeds Mttximum Contaminant Level Page 20 o1'40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 7 [12.5-15'] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 1:35:00 PM Lab ID: 0703179-05A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed MERCURY Mamury PERCENT MOISTURE Percent Moisture TARGET ANALYTE LIST METALS Aluminum Antimony Arsenic Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Nickel Potassium Selenium Silver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2.4-Trichlombenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 2,4,5-Trichlarophen el 2,4,6-Tdchlomphenol 2,4-Dichlomphenol 2,4-Dimethylphenol 2,4-Dinitrophenol 2.4-Dinitrotoluene 2.6-Dinitmtoluene SW7471B SW7471B Analyst: WN U 0.00893 mg/Kg-dry I 3/27/2007 12:38:45 PM D22'I 6 Analyst: CM 2.57 0 wt% 1 3/22/2007 SW6WIOB SW3050A Analyst: JP 1760 0.401 mg/Kg-clry 1 3/27/2007 12:20:14 PM U O. 501 mglKg-dry 1 3/27/2007 12:20:14 PM 2.21 0.501 rog/Kg-dry 1 3/2712007 12:20:14 PM 18.0 0.401 mg/Kg-dry 1 312712007 12:20:14 PM U 0.401 mg/Kg-d~J 1 3/2712007 12:20:14 PM U 0.200 rog/Kg-dry 1 3/27/2fi07 12:20:14 PM 282 0.501 rog/Kg-dry 1 3/27/2007 12:20:14 PM 0.11 0.401 rog/Kg-dry 1 3/27/2007 12:20:14 PM U 0.401 rog/Kg-dry 1 3127/2007 12:20:14 PM 5.58 0.401 rog/Kg.dry 1 3127/2007 12:20;14 PM 3610 0.401 rog/Kg-dry 1 3/27/2007 12:20:14 PM 11.0 0.3fil mg/Kg-dry 1 3127/2007 12:20:14 PM 589 0.401 mg/Kg-dry 1 3/27/2007 12:20:14 PM 92.8 0.401 rog/Kg-dry 1 3/27/2007 12:20:14 PM 3.14 0.401 mg/Kg-dry I 3/27/2007 12:20:14 PM 456 2.00 m§/Kg-dry 1 3127/2007 12:20:14 PM U 0.501 rog/Kg-dry 1 3/27/2007 12:20:14 PM U 0.401 rog/Kg*dry 1 312712007 12:20:14 PM 52.1 1.20 mg/Kg<lry 1 3/2712007 12/20:14 PM U 0.401 mcj/Kg-d~j 1 3/27/2007 12:20:14 PM 7.04 0.401 rog/Kg-dry 1 3/27/2007 12:20:14 PM 8.60 0.401 mg/Kg~ry 1 3~27~2007 12:20:14 PM SW8270D SW3550A Analyst: RN U 120 pg/Kg-dry 1 3/26/2007 4:15:00 PM U 120 ~Jg/Kg-dry 1 3125/2007 4:15:00 PM U 120 ~g/Kg~ry 1 3126/2007 4:15:00 PM U 120 pg/Kg~J 1 3/26/2007 4:15;00 PM U 120 ~g/Kg.-dpj 1 3126/2007 4:15:00 PM U 120 pg/Kg-dry 1 3/26/2007 4:15:00 PM U 120 pg/Kg-dry I 312612007 4:15:00 PM U 120 pg/Kg-dry 1 3/26/2007 4:15:00 PM U 120 pg/Kg-dry 1 3/26/2007 4:15:00 PM U 120 pglKg-dry I 3126/2007 4:15:00 PM U 120 gig/Kg-dry 1 3/26/2007 4:15:00 PM 1t Analytc detected in Ihe associaled Method Blank Qualifiers: H Holding times for preparation or analysis exceeded ND Not Delceled at file Reporting Limit U Indicates the compound was analyzed for hut not detecte E Value above quantitation range J Analyte detected below quantilation limit~ S Spike Recovery ouL~ide accepted r¢covcry limits X Value exceeds Maximum Contaminant Level Page 21 of 40 American Analytica I La boratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. GrosserConsulting 0703179 Moores Lane Gmenpo~, N.Y. 0703179-05A Client Sample ID: Tag Number: Collection Date: Matrix: No. 7 [12,5-15'] 3/21/2007 1:35:00 PM SOIL Analyses Result Limit Qual SEMIVOLATILE SW-846 METHOD 8270 SW82700 2-Chloronaphthalene U 120 2-Chlorophenol U 120 2-Methylnaphthalene U $20 2-Methylphenol U 120 2-Nitroaniline U 120 2-Nitrophenol U 120 3,3'-Dichlombenzldin e U 120 3+4-Methytphenol U 120 3-N[troanitine U 120 4,B-Dinit ro-2-m ethylphenol U 120 4-Bromophenyl phenyl elher U 120 4-C hloro-3-methylphenol U 120 4-Chloroaniline U 120 4-Chlomphenyl phony[ ether U 120 4-N[troaniline U 120 4-Nitrophenol U 140 Acenaphthene U 120 Acenaphthylene U 120 Aniline U 120 Anthracene U 120 Azobenzene U 120 Benzidine U 120 Benzo(a)anthracene U 120 Benzo(a)pyrene U 120 Benzo(b)fluoranthene U 120 Benzo(g,h,i)peryJene U 120 Benzo(k}fluoranthene U 120 Benzoic acid U 120 Benzyl alcohol U 120 Bis(2-chloroethoxy}meth ane U 120 Bis(2-chloroethyl}ethe r U 120 Bis(2-ch[omisopm pyl)ethe r U 120 Bis(2-et hylhexyl)p hthalate U 120 Butyl benzyl phthalate U 120 Carbazole U 120 Ch~ysene U 120 Dibenzo(a,h}a nt hi'aeon e U 120 Dibenzofuran U 120 Diethyl phthalate U 120 Qualifiers: B Analyte detected in the associated Method Blank Units SW3588A pg/Kg-dry 1 pg/Kg-dry 1 pg/Kg-dry 1 IJg/Kg-dly 1 pg/Kg.dry 1 pg/Kg~lry 1 pglKg-dry 1 pg/Kg~lry 1 gg/Kg-d~y 1 pg/Kg-dry 1 pg/Kg<lry 1 pg/Kg-dry 1 pg/Kg-dry 1 pg/Kg-dry 1 pg/Kg-dr,/ 1 pg/Kg-d~y 1 pg/Kg-dry 1 pg/Kg-dp/ 1 pg/Kg~l~ 1 IJg/Kg-dry t pg/Kg-dry 1 pg/Kg-dry 1 pg/Kg-dry 1 pg/Kg-dry 1 pglKg-dry 1 pg/Kg-dly 1 pg/Kg-do/ 1 pg/Kg-d~y 1 pg/Kg-dly 1 pg/Kg-d~y 1 pglKg-dry 1 pg/Kg-d~ 1 pg/Kg-dry 1 pg/Kg-dry 1 pg/Kg-dry 1 pg/Kg~ry 1 pglKg-dry 1 pg/Kg-dly 1 pg/Kg-dry I DF Date Analyzed Analyst: RN 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/2612007 4:15:00 PM 3/26/2007 4:15:00 PM 3/2612007 4:15:00 PM 3126/2007 4:15:00 PM 312612007 4:15:00 PM 3126/2007 4;15:00 PM 3~26~2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3126/2007 4:15:00 PM 3~26~2007 4:15:00 PM 3/2612007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4;15:00 PM 3/26/2007 4:15:00 PM 6/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 6/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3126/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15;00 PM 3/26/2007 4: t 5:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM E Value above quantitation mngc H llolding times for preparation or analysis exceeded ND Nat Delected at the Reporting Limit U Indicates rite compound was analyzed l'or but not detecto Analyte dctcctcd below quontitation limits Spike Recovery ou[qlde acceptad recovery limits Value exceeds Maximum Contaminant Level Page 22 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: Lab ID: 0703179-05A Matrix: No. 7 [12.5-15'] 3/21/2007 ]:35:00 PM SOIL Analyses Result Limit Qoal Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82706 SW3$50A Dimethyl phthalate U 120 pg/Kg-dry 1 Di-n-butyl phthalate tJ 120 pg/K§-dry 1 Di-n-octyl phthalate U 120 IJg/Kg-dry 1 FIuoranthene U 120 IJglKg-d~ 1 FIuorene U 120 pg/Kg-dry 1 Hexachlerobenzene U 120 pg/Kg-dG' 1 Hexachlorobutadiene U 120 IJglKg-dry 1 H exachlorocyclopent adiene U 140 pg/Kg-dry 1 Hexachloroethane U 120 pg/Kg-dry 1 Indeno(1,2,3-c,d)pyrene U 120 pg/Kg-dry 1 Isophorone U 120 ~Jg/Kg-dry 1 Naphthalene U 120 pg/Kg-dry 1 Nitrebenzene U 120 IJg/Kg-d~y 1 N-Nit rosodim et hylamine U 120 pg/Kg-dBt 1 N-Nitmsodi-n-propylamine U 120 IJg/Kg-clry 1 N-Nilrosodiphe nylamine U 120 IJglKg-dry 1 Pentachlorophenol U 140 [Jg/Kg-dry 1 PhenaNthrene U 120 ~Jg/Kg-dry 1 Phenol U 120 pglKg-dry Pyrene U 120 pg/Kg-dry 1 Pyridine U 120 JJg/Kg<lry Surr: 2,4,6-Tribromophenol 52.7 22-124 %REC 1 Sure 2-Fluoroblphenyl 71.6 27-119 %REC 1 Surr: 2-Fluorophenol 34.7 2%123 %REC 1 Surf: 4-Terpheny!-d 14 71,8 28-126 %REC 1 Surr: Nitrobenzene-d5 60.9 21-118 %REC 1 Surr: Phenol-d6 49.5 16-129 %REC 1 VOLATILE SW-846 METHOD 8260 SW826013 1,1,1,2-Tetrachloroethane U 4.9 pg/Kg-dry 1 1,1,1-Trichlomethane U 4.g iJg/Kg<h7 1 1,1,2,2-Telrachlo root bane U 4.9 pg/Kg~y 1 1,1,2-Trichloro-1,2,24riflaoroethane U 4.9 [Jg/Kg--d ry 1 1,1,2-Trichloroethane U 4.9 pg/KgqJ~/ 1 1,1-D[chloroethane U 4.9 pg/Kg-d~y 1 1,1 -Dichloroethene U 4.9 pg/Kg-d~y 1 1,1-Dichloropropene U 4.9 IJg/Kg-d~ 1 1,2,3-Tfichlorobenzene U 4.g IJg/KgqJi7 1 1,2,3-Ttichlompmpane U 4.9 IJg/Kg-d~y 1 1,2,4,5-Tetra methylbenzene U 4.9 [Jg/Kg-dry I Analyst: RN 3/26/2007 4:15:00 PM 312612007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2607 4:15:00 PM 3/26/2007 4:15:00 PM 3/2612007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3126/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2607 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM 3/26/2007 4:15:00 PM Analyst: MB 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM QualiBers: B Analyte detected in rite ~soclatcd Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicales the compound was analyzed for but not detecto J Analytc detected below quantitadan l/mits S Spike Recovery outside accepted recovery limits X Value exceeds Mtzximum Contaminant Level Page 23 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703179 Moores Lane Greenpo~, N.Y. 0703179-05A Client Sample ID: Tag Number: Collection Date: Matrix: No. 7 [12.5-15'] 3/2112007 1:35:00 PM SOIL Analyses Result Limit Qual VOLATILE SW-846 METHOD 8260 SW8260B 1,2,4-Tfichlorobenzene U 4.9 1,2,4-Tdmethylbenzene U 4.9 1,2-D[bromo-3-chloropropan e U 4.9 1,2-Dibromoethane U 4.9 1,2-D[chlombenzene U 4.9 1,2.D[chlomethane U 4.9 1,2.Dichlompropane U 4.9 1,3,5-Trimethylbenzene U 4.9 1,3-Dichlorobenzene U 4.9 1,3-dichloropmpane U 4.9 1,4-Dichlorobenzene U 4.9 2,2-Dichloropropane U 4.9 2-Butanone U 4.9 2-Chtoroethyl vinyl ether U 4.9 2-Chlorotoluene U 4.9 2*Hexanone U 4.9 2-Propanol U 49 4-Chlorotoluene U 4.9 4-1sopropyltoluene U 4.9 4-Methyl-2-pentanone U 4.9 Acetone U 4.9 Acrolein U 24 Acrylonitrile U 4.9 Benzene U 4,9 Bmmobenzene U 4.9 Bmmochloremethane U 4.9 Bromodichloromethane U 4.9 Bromoform U 4.9 Bromomethane U 4.9 Carbon disulfide U 4.9 Carbon tetrachlofide U 4.9 Chforobenzene U 4.9 Chlorodifluoromethane U 4.9 Chloroethane U 4,0 Chloroform U 4.9 Chloromethane U 4.9 cis-1,2-Dichloroethene U 4.9 cis-1,3-Dichloropropene U 4.9 Dibromochloromethane U 4.9 Qualifiers: B Analyle detected in lhe ~socialed Method Blank Units DF Date Analyzed Analyst: MB 312212007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:0{) PM 3/22/2007 7:37:00 PM 3122/2007 7:37:00 PM 3/22/2007 7:37:{30 PM 3/22/2{307 7:37:{30 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:0{3 PM 3/22/2007 7:37:00 PM 3122/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2fi{37 7:37:00 PM 3/22/20fi7 7:37:00 PM 3/22/2007 7:37:{30 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:0(3 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/20{)7 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM E Value above quantltation range · · · · H Holding times £or preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicatss the compound was analyzed for but not detecte J Analyte detected below quantitalion limits S Spike Recovep/outside accepted recovery limiu X Value exceeds Maximum Contaminant Level Page 24 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consult~g 0703179 Moores Lane Greenpofl, N.Y. 0703179-05A Client Sample ID: Tag Number: Collection Date: Matrix: No. 7 [12.5-15'] 3/21/2007 1:35:00 PM SOIL Analyses VOLATILE SW-846 METHOD 8260 Dibromomethane Dichlorodifluorornet bane Diisopropyl ether Ethanol Ethyl acetate Ethylbenzene Freon-114 Hexachlorebutadiene Isopropyl acetate isepropylbenzene m,p-Xylene Methyl ted-butyl ether Methylene chloride n-Amyl acetate Naphthalene n-Butyl acetate n-Bulylbenzene n*Prepyl acetate n-Propylbeazene e-Xyleae p-D[ethyibenzene p.-Ethyltaloene sec-Butylhenzene Styrene t-Butyl alcohol tert-Butylbenzene Tetrachloreethene Toluene trans-l,2-Dichloroethene trans-l,3-Dichloreprepene Trichloreethene Tr[chlorofluoromet hone Vinyl acetate Vinyl chloride Sure 4.-B rornofluorobenzene Surf: Dibtomofluoromethane Sum Toluene-d8 Result Limit Qual Units SW8268B U 4.9 pg/Kg~J 1 U 4.9 ~Jg/Kg-dry 1 U 4.9 pg/Kg-dry U 24 tJg/Kg-dty 1 U 4.9 pg/Kg-d~J 1 U 4.9 pglKg-dry 1 U 4.9 pg/Kg-dry t U 4.9 pglKg-dry 1 U 4.9 pg/Kg<lry 1 U 4.9 pg/Kg-dpj 1 U 9.7 pglKg-dry 1 U 4.9 pglKg-dry 1 U 4.9 pg/Kg-dry U 4.9 pg/Kg-dry 1 U 4.9 ~lg/Kg-dry 1 U 4.9 Ilg/Kg.dry 1 U 4.9 IJg/Kg-dry 1 U 4.9 pg/Kg-dry 1 U 4.9 pgtKg-dP/ 1 U 4.9 FglKg<lry 1 U 4,9 pg/Kg-dry 1 U 4.9 pg/Kg-dry 1 U 4.9 ~g/Kg-dry 1 U 4.9 gg/Kg-dry 1 U 4.9 IJg/Kg~ry 1 U 4.9 Ilg/Kg-d~J 1 U 4.9 IJg/Kg-dry 1 U 4.9 ,uglKg-dry 1 U 4.9 pg/Kg-dry 1 U 4.9 pg/Kg-dry 1 U 4.9 gg/Kg-dPJ 1 U 4.9 ~tg/Kg-doJ U 4.9 I~g/Kg-dry 1 U 4.g pg/Kg4~J 1 101 61-133 %REC 1 107 61-139 %REC 1 95.4 57-131 %REC 1 DF Date Analyzed Analyst: MB 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3122/2007 7:37:00 PM 3122/2097 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/2212007 7:37:00 PM 3/22/2007 7:37:00 PM 312212007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3122/2007 7:37:00 PM 3/22/2n07 7:37:00 PM 312212007 7:37:013 PM 3122/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM 3/22/2007 7:37:00 PM Qualifiers: B Analytc detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U lnthcatcs the compound was analyzed for but not detecte J Analylc detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 25 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 7 [GW] Lab Order: 0703179 Tag Number: Project: MooresLaneGreenport, N.Y. Collection Date: 3/21/2007 1:57:00PM Lab ID: 0703179-06A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed SW7470A Analyst: WN U 0.000200 mg/L 1 3123/2007 12:15:16 PM SW60'IOB SW3010A Analyst: JP 143 0.0200 mglL 1 3/27/2007 2:09:36 PM U 0.0250 mglL I 3/27/2007 2:99:36 PM 0.109 0.0250 mg/L I 3/27/2007 2:09:36 PM 1.08 0.0200 mgtL 1 3/2712007 2:09:36 PM U 0.0200 mg/L 1 3/27t2007 2:69:36 PM U 0.0100 mglL 1 3/27/2007 2:99:36 PM 57.9 0.0250 mg/L 1 3/27/2007 2:09:36 PM 0.985 0.0200 mg/L I 3127/2007 2;09:36 PM 0.0259 0.0200 mg/L I 3/27/2007 2:09:36 PM 0.635 0,0200 mg/L 1 3/27/2007 2:09:36 PM 289 0.200 mgtL 10 3/27/2007 2:21:31 PM 0.171 0.0150 mg/L 1 3/27/2007 2:09:36 PM 37.2 0.0200 mg/L 1 3/27/2007 2:09:36 PM 16.7 0,0200 mg/L 1 3/27/2007 2:09:36 PM 0.373 0.0200 mg/L I 3/27/2007 2:09:36 PM 48.7 0,100 mgfL 1 3/27/2007 2:09:36 PM U 9.0250 mg/L 1 3/27/2007 2:09:36 PM U 0.0200 m§/L 1 3/27/2007 2:09:36 PM 34,1 0.0300 mg/L 1 3/27/2007 2:09:36 PM U O.0150 mg/L 1 3/27/2007 2:09:36 PM 0.279 0.0200 mg/L '1 3/27/2007 2:09:36 PM 0.828 0.0200 mg/L I 3/27/2007 2:09:36 PM SW82709 SW3510 Analyst: RN U 5.0 pgA- 1 3/26/2007 2:42:00 PM U 5.0 pg/L 1 3/26/2007 2:42:00 PM U 5.0 pgA_ 1 3/2612007 2:42:00 PM U 5.0 pg/L I 3/26/2007 2:42:00 PM U 5,0 pg/L 1 3/26/2007 2:42:00 PM U 5.0 pgA- 1 3/26/2007 2:42:00 PM U 5.0 pgA- 1 3/26/2007 2:42:00 PM U 5.0 pg/L 1 3/26/2007 2:42:00 PM U 10 pg/L 1 3/26/2007 2:42:00 PM U 5.0 pg/L I 3/26t2007 2:42:00 PM U 5.0 pg/L 1 3/26/2007 2:42:00 PM U 5,0 ug/L 1 3/26/2007 2:42:00 PM U 5,0 pg/L 1 3/26/2007 2:42:00 PM MERCURY Mercury TARGET ANALYTE LIST METALS Aluminum Antimony Amenic Barium Beryllium Cadmium Calcium Chromium Cobalt Copper Iron Lead Magnesium Manganese Nickel Potassium Selenium Silver Sodium Thallium Vanadium Zinc SEMIVOLATILE SW-846 METHOD 8270 1,2,4-Tfichlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene 2,4,5-Trlchlo ropheno[ 2,4,6-Trichlo roph enol 2,4-Dichlorophenol 2,4-Dimethylphenol 2,4-Dinitmphenol 2,4-Din[trotoluene 2,6-Dinitmtoluene 2-Chlomnaphthalene 2-Chlorophenol Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not detecto E Value above quantitation range J Analytc detected below quantitation limits S Spike Recovery outside accepted recc~vc[y limits X Value exceeds Mmximum Contaminant Level Page 26 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab 1D: P,W. Grosset Consulting 0703179 Moores Lane Greenport, N.Y. 0703179-06A Client Sample ID: Tag Number: Collection Date: Matrix: No. 7 [GW] 3/21/2007 1:57:00 PM LIQUID Analyses Result Limit Qual Units SEMIVOLATILE SW-846 METHOD 8270 2-Melhylnaphlhalene U 2-Mothylphenol U 2-Nitroanilthe U 2-Nitropheno[ U 3,3 '-Dlchlorobe nzidine U 3+44Vlethylphenol U 3-Nitroaniline U 4,6-Dinit ro-2-methylph enol U 4-Bromaphenyl phenyl ether U 4-Chloro-3-methylphenol U 4-Chloroaniline U 4-Chlorophenyl phenyl ether U 4-Nitroaniltne U 4-Nitrophenol U Acenaphthene U Acenaphthytene U Aniline U Anthracene U Azobenzene U Benzidine U Benzo(a}anthmcene U Bonzo(a)pyrene U Benzo(b}fluoranthene U Benzo(g,h,i) perylene U Benzo(k)fluoranthene U Benzoic acid U Benzyl atcaho[ U Bis(2-chlometh oxy)m ethane U Bis(2-chloreetllyl}eth er U Bis(2-chloroisopropyl)ether U Bis(2-ethylhexyl) p hlhaJate U Butyl benzyl phthalate U Carbezole U Chrysene U Dibenzo(a,h)anthracene U Dibenzofuran U Dielhyl phthaiate U Dimethyl phthalate U Di-n-butyl phthalele U SW82700 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.D 5.0 5.0 5.0 ~g/L 5.0 pg/L 5.0 pg/L 5.0 pg/L 5.0 pg/L 5,0 pg/L 5.0 pg/L 5.0 pg/L 5.O pglL 5.0 pg/L 5.0 pg/L 5.0 Fg/L 5.0 pglL 5.0 pg/L 5.O pg/L 5.0 pg/L 5.0 IJg/L 5.0 pg/L 5.0 pg/L 5.0 pg/L 5.0 pg/L 5.0 pg/L 5.0 IJg/L 5.0 pg/L 5.0 pg/L 5,0 IJg/L Qualifiers: B Analyte delected in the associated Mcthod Blank H Holding times for preparation or analysis exceeded ND Not Detected at the RepoMing Limit U Indicates the compound was analyzed for but nat detecto SW3510 pg/L IJg/L ~g~L pglL Hg/L pg/L pg/L pg/L pglL pglL pg/L pglL pg/L DF Date Analyzed Analyst: RN 3/2612007 2:42:00 PM 3/26/2007 2;42;60 PM 312812007 2:42:00 PM 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3126t2067 2:42:00 PM 3t26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3126/2007 2:42:00 PM 3/26/2007 2:42:00 PM 312612007 2:42:00 PM 3/26/2007 2:42:00 Ply1 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3~26~2007 2:42:00 PM 3/26/2007 2:42:00 PM 3126/2007 2:42:00 PM 3/2612007 2:42:00 PM 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3/2612007 2:42:00 PM 3/2612007 2;42:00 PM 3/26/2067 2:42:00 PM 3/26/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3126/2007 2:42:00 PM 312612007 2:42:00 PM 3/26/2007 2:42:00 PM 3126/2007 2:42:00 PM 3/26/2007 2:42:00 PM 3/2612007 2:42:00 PM 3/2812007 2:42:00 PM 3/26/2007 2:42:00 PM E Value above quantilation range J Analytc detected below quantitation limits S Spike Recovery outs/de accepted recovery limits X Value exceeds M~ximum Contaminant Level Page 27 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client SamplelD: No. 7 [GW] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 1:57:00 PM Lab ID: 0703179-06A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed SW82700 SW3510 Analyst: RN U 5.0 pg/L 1 3/26t2007 2:42:00 PM U 5.0 pg/L 1 3/26/2007 2:42:00 PM U 5.0 pg/L 1 3/26/2007 2:42:00 PM U 5,0 pglL I 3/26/2007 2:42:00 PM U 5.0 pg/L I 3/2612007 2:42:00 PM U 5.0 gg/L 1 3/26/2007 2:42:00 PM U 5.0 pg/L 1 3/26/20[37 2:42:00 PM U 5.0 pg/L I 3/26/2007 2:42:00 PM U 5.0 pg/L I 3/26/2007 2:42:00 PM U 5.0 pg/L I 3/25/2007 2:42:00 PM U 5.0 pg/L 1 312612007 2:42:00 PM U 5.0 pg/L I 3/26/2007 2:42:00 PM U 5.0 pg/L I 3/26/2007 2:42:00 PM U 5.0 ~g/L 1 3126/2007 2:42:00 PM U 5.[3 pg/L 1 3~26~2007 2:42:00 PM U 5.0 ~Jg/L 1 3/26/2007 2:42:00 PM U 5,0 pgfl- 1 3/26/2007 2:42:00 PM U 5.0 pg/L 1 3/2612007 2:42:00 PM U 5.0 pg/L I 3/25/2007 2:42:00 PM 71.8 22-124 %REC 1 3/26/2007 2:42:00 PM 79.2 18-124 %REC I 3/26/2007 2:42:00 PM 53.1 16-112 %REC 1 3t2612007 2:42:00 PM 87.5 17-121 %REC 1 3/26/2007 2:42:00 PM 69.4 19-115 %REC 1 3/26/2007 2:42:00 PM 33.1 12-102 %REC 1 3/26/2007 2:42:00 PM SW8260B Analyst: MB U 1.0 pg/L 1 3/22/2007 2:51:00 PM U 1.0 pg/L 1 3122/2007 2:51:00 PM U 1.0 ]Jg/L 1 3/22/2007 2:51:00 PM U 1.0 pg/L 1 3/22/2007 2:51;00 PM U 1.0 pg/L 1 3/22/2007 2:51:00 PM U 1.0 pg/L 1 3/22/2007 2:51:00 PM U 1.0 pg/L I 3/22/2007 2:51:00 PM U 1.0 pg/L 1 3/22/2007 2:51:00 PM U 1.0 pg/L I 3/22/2007 2:51:00 PM U 1.0 pg/L 1 3/22/2007 2:51:00 PM U 1.0 pg/L 1 3/22/2007 2:51:00 PM U 1.0 pg/L I 3/22/2007 2:51:00 PM U 1.0 pg/L 1 3/22/2007 2:51:00 PM SEMIVOLATILE SW-846 METHOD 8270 Di.n-octyl phthalate Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlorocyclope nt adie ne Hexachlome~thane ]ndeno(1,2,3*c,d)pyrene Isophorone Naphthalene Nitrobenzene N-Nit rosodimethylamine N-Nitrosodi-n-pmpyla mine N-Nitrosod[p henylamine Pentachlorophenol Phenanthrene Pher~ol Pyrene Pyridine Surr: 2,4,5-Tribromophenol Su~ 2-Fluorabiphenyl Surr: 2.Fluorophenol Sum 4-Terpheny~114 Surf. Nitrobenzene-.d5 Sum Phenai-d6 VOLATILE SW-846 METHOD 8260 1,1,1,2-Tetrachloroethane 1 ,I ,1-Tdchloroethane 1,1,2,2-Tetmchlomethane 1,1.2-Trichloro-1,2,2-trifluoroethane 1,1,2-Trichloroethane 1,1 -Dichloroethane 1,1-Dichloroethene 1,1-Dich~oropropene 1,2,3-Trichlorotm nzene 1,2,3-Tdchlompropane 1,2,4,5-Tetramethylbe nzene 1,2,4-Trichlorobenzene 1,2,4-Trimet hylbenzene Qualifiers: B Analytc detected in thc associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at thc Reporting Limit U Indicates the compound was analyzed far but not detecte E Value above quantitation range J A~alyte detected below quanfilation limits S Spike Recovery outside accepted recovery limits X Value cxcceds M&ximum Contaminant Level Page 28 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosser Consulting 0703179 Moores Lane Greenpo~, N.Y. 0703179~06A Client Sample ID: Tag Number: Collection Date: Matrix: No. 7 [GW] 3/21/2007 1:57:00 PM LIQUID VOLATILE SW-846 METHOD 8260 1,2-Dibromo-3-chloropmpane 1,2-Dibromoethane 1,2-Dichlorobenzene 1,2-Dichroroethane 1,2-DIchloropropane 1,3,5-Trimethylbenzene 1,3-Dichlerobenzene 1,3-dichroropropane 1,4-Dichlorobenzene 2,2-Dichloropropane 2-Butanone 2-Chloroethyl vinyl ether 2-Chlorotoluene 2-Hexanone 2-Propanol 4.-Chlorotoluene 4-lsopropyltoluene 4-Methyl-2-pentanone Acelone Acrolein Acrylonitrile Bromobenzene Bromochlorornethane Bromodichloromethane Bromoform nromomethane Carbon disulfide Carbon telrachloride Chlorobenzene Chiorodifluoromethane Chloroethane Chloroform Chloromelhane cis-1,2-Dichloroethene cis-1,3-Dichloropropene Dibromochlo rornei;hane Dibromomethane Dichlo rodifluoro methane Result Limit Qual Units SW8260B U 1,0 Hg/l U 1.0 pg/L U 1.0 pglL U 1.0 IJg/L U 1,0 pg/L U 1.0 pg/L U 1.0 gg/L U 1.0 pg/L U 1.0 pglL U 1.0 pg/L U 3.{3 ug/L U 1.0 pg/L U 1.0 pg/L U 2.0 pglL U 1 ~0 pg/L U 1.0 ug/L U 1.0 pg/L U 2.0 pglL U 2.0 pglL U 1.0 pg/L U 1.0 pglL U 1.0 pglL U 1.0 pg/L U 1.0 pg/L U 1.0 pglL U 1.0 pg/L U 1.0 pgJL U 1.0 pglL U 1,0 pg/L U 1.0 pgtL U 1.0 pg/L U 1.0 pg/L U 1.0 IJg/L U 1.0 pg/L U 1.0 pg/L U 1.0 ug/L U 1.0 tJg/L U 1.0 pg/L U 1.0 pg/L B Analyte detected in the associated MelDed Blank DF Date Analyzed Analyst: MB 3/22/2007 2:51:00 PM 3122/2007 2:51:00 PM 3122/2007 2:51:00 PM 312212007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2;51:00 PM 3/22/2007 2:51 :{30 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51 ;00 PM 3/22/2007 2:51;00 PM 3122/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3~22~2007 2:51:00 PM 3t22/2007 2;51;00 PM 3/22/2007 2:51:00 PM 3/2212007 2:51:00 PM 3,'22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3/22/20{37 2:51:00 PM 3/22/2007 2:51:00 PM 3122/2007 2:51:0{3 PM 3/22/2007 2:51:00 PM 3/22/2007 2:51:00 PM 3122/2007 2~51:D0 3/22/2007 2:51:00 PM 3/22/2007 2;51:0{3 PM 3/22/2007 2:51 :OD PM E Value above quantitalion range Qualifiers: l-I Holding times for preparation or analysis exceeded ND Not Detected at thc Reporting Limit U Indicates dm compound wa.~ analyzed for Dui not detecte J Analyle dclccled below quantilation limits S Spike Recovery outside accepted recovery limits X Value exceeds M~ximum Contaminant Level Page 29 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 7 [GW] Lab Order: 0703179 Tag Number: Project: MaDras Lane Greenport, N.Y. Collection Date: 3/21/2007 1:57:00 PM Lab ID: 0703179-06A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW8260B Analyst: MIS Diisopropyl ether U 1 ~0 pg/L 1 3/22/2007 2:51:00 PM Ethane[ U 1.0 pg/L 1 3122/2007 2:51:00 PM Ethyl acetate U 1.0 pg/L 1 3/22/2007 2:51:00 PM Ethylbenzene U 1.0 I~glL 1 3/22/2907 2:51:00 PM Freon-114 U 1.0 IJg/L 1 3/22/2007 2:51:00 PM Hexachlorabutadiene U 1.0 pg/L I 3/22/2(]07 2:51:00 PM Isopropyl acetate U 1.0 pglL 1 3/22/2007 2:51:00 PM Isopropylbenzene U 1.0 IJg/L I 3/22/2007 2:51:00 PM m.p-Xylene U 2.0 pg/L I 3/22/2007 2:51:90 PM Methyl teA-butyl ether U 1.0 pg/L 1 3/22/2007 2:51:00 PM Methylene chloride U 1.0 l~g/L 1 3/22/2007 2:51:00 PM n-Amyl acetate U 1.0 ~Jg/L 1 3/22/2007 2:51:00 PM Naphthalene U 1.0 I~g/L 1 3/22/~007 2:51:00 PM n-ButyJ acetate U 2.0 pg/L 1 3/22/2007 2:51:09 PM n-Buybenzene U 1.0 pglL I 3/22/2007 2:51:00 PM n-Propyl acetate U 1.0 pg/L 1 3t22/2007 2:51:00 PM n-Propylbenzene U 1.0 pg/L I 3/22/2007 2;51:00 PM o-Xylene U 1.0 pg/L 1 3122/2007 2:51:011 PM p-Diethylber~zene U 1.0 pglL I 3/22/2007 2:51:00 PM p-Ethyltoluene U 1.0 pg/L 1 3122/2007 2:51:00 PM sec-Butylbenzene U 1.0 pg/L I 3122/2007 2:51:00 PM Styrene U 1.0 pg/L 1 3/22/2007 2:51:00 PM t-Butyl alcohal U 1.0 pg/L I 3122/2007 2:51:00 PM tert-Butylbanzene U 1.0 pg/L 1 3/22/2007 2:51:00 PM Tetrachloroethene U 1.0 pg/L 1 3/22/2007 2:51:00 PM Toluene U 1.0 pglL I 3122/2007 2:51:00 PM tmns-l,2-Dichlomethene U 1.0 laglL 1 3/22/2007 2:51:00 PM traas-l,3-Dichlomprapene LI 1.0 I~g/L 1 3/22/2007 2:51:00 PM Trichloraethene U 1 .(l I~g/L I 3/22/2907 2:51:00 PM Trichlorofl u oromet bane U 1.0 pglL 1 3/22/2007 2:51:00 PM Vinyl acetate U 1.0 IJg/L 1 3/22/2007 2:51:00 PM Vinyl chloride U 1.0 IJ§/L 1 :3/22/2007 2:51:00 PM Surf: 4-Bmmofluorabenzene 92.6 54-134 %REC 1 3122/2007 2:51:00 PM Surr: Dibromofluoromethane 99.0 52-132 %REC 1 3/22/2007 2:51:00 PM Sum Toluene-d9 93,3 51-127 %REC 1 3/22/2007 2:51:00 PM Qualifiers: B Analyte detected in thc associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indicates thc compound was analyzed for but net detecte E Value above quantitation range J Analyte detected below quantitation limits S Spike Recoveq' outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 30 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: Lab ID: 0703179-07A Matrix: No. 11 [5-7.5'] 3/21/2007 3:15:00 PM SOIL Analyses Result Limit Qual Units DF Date Analyzed MERCURY SW747'1B SW7471 Mercury 0.0195 0.0115 mg/Kg<lry 1 PERCENT MOISTURE D2216 Percent Moisture 16.9 0 wt% 1 TARGET ANALYTE LIST METALS SW6010B SW3050A Aluminum 11200 4.80 mg/Kg-dry 10 Antimony U 0.600 mg/Kg-dry 1 Arsenic 1.69 0,600 rog/Kg-dry 1 Barium 22.7 0.480 mg/Kg-dry 1 Beryllium U 0.460 mg/Kg-dry 1 Cadmium U 0,240 mglKg-d~ 1 Calcium 260 0.600 rog/Kg-dry Chromium 13.3 0.480 mg/Kgq:lry 1 Cobalt U 0.480 rog/Kg-dry 1 Copper 7.86 0.480 mgtKg-dry 1 Imn 9060 4.80 mg/Kg<lry 10 Lead 10,5 0.360 mg/Kg-dry 1 Magnesium 1800 0,480 mg/Kg-dry 1 Manganese 108 0.480 mg/l<g-dry 1 Nickel 9,70 0.480 rog/Kg-dry 1 Potassium 769 2.40 mg/Kg-dry Selenium U 0.600 rog/Kg-dry 1 Silver U 0,480 rog/Kg-dry 1 Sodium 160 1.44 mgtKg-dry 1 Thallium U 0.480 rog/Kg-dry Vanadium 22.2 0,480 rog/Kg.dry 1 Zinc 20.5 0.480 rng/Kg-dry 1 SEMIVOLATILE SW-846 METHOD 8270 SW8270D SW3550A 1,2,4-Tdchlorobenzene U 140 pg/Kg-dry 1 1,2-Dichlombenzene U 140 IJg/Kg-dry 1 1,3-DIchrombenzene U 140 IJg/Kg-dry 1 1,4-Dichlorobenzene U 140 pg/Kg.-ciry 1 2,4,5-Tdchlorophenol U 140 IJg/Kg-dPJ 2,4,6-Trichlo rophenol U 140 !JglKg-dry 1 2,4-Dlchlorophenol U 140 !Jg/Kg-dry 2,4-Dirnethylphenel U 140 pg/Kg-dry 1 2,4-Dinitrophenol U 140 Fg/Kg-dry 1 2,4-Dinitrotoluene U 140 IJg/Kg<lry 1 2,6-Dinitrotoluene U 140 ~Jg/Kg~ry 1 B Analytc detected in rite as~ocialed Method Bhmk Analyst: WN 3/27/2007 12:41:01 PM Analyst: CM 3/22/2007 Analyst: JP 3/28/2007 11:48:47 AM 3/27/2007 12:22:19 PM 312712007 12:22:19 PM 3/27/2007 12:22:19 PM 3/27/2007 12:22:19 PM 3/27/2007 12:22:19 PM 3/2712007 12:22:19 PM 3/27/2007 12:22:19 PM 3/27/2007 12:22:19 PM 3/2712007 12:22:19 PM 3~28~2007 11:48:47 AM 3/27/2007 12:22:19 PM 3/27/2007 12:22:19 PM 3/27/2007 12:22:19 PM 3/2712007 12:22:19 PM 3/27/2007 12:22:19 PM 3/27/2007 12:22:19 PM 3/27/2007 12:22:19 PM 3/27/2007 12:22:19 PM 3/27/2007 12:22:19 PM 312712007 12:22:19 PM 3/27/2007 12:22:19 PM Analyst: RN 3/26/2007 4:40:00 PM 3/26/2007 4:40:00 PM 3/26/2007 4:40:00 PM 3/26/2007 4:40:00 PM 3/26/2007 4:40:00 PM 3/26/2007 4:40:00 PM 3t26/2007 4:40:00 PM 3/26/2007 4:40:00 PM 3~26~2007 4:40:00 PM 3/26/2007 4:40:00 PM 3/2612007 4:40:00 PM Qualifiers: H Holding limes for preparation or analysis exceeded ND Not Detected at [he Reporting Limit U Indicates fire compound was analyzed for but not delccle E Value above quamitatlon range J Analytc detected below quantitatioa llmil~ S Spike Recovery outside accepted recove~ limits X Value exceeds Mo.ximum Conlaminant Level Page 31 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 11 [5-7.5'] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 3:15:00 PM Lab ID: 0703179-07A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 SW82700 SW3550A Analyst: RN 2-Chloronaphthalene U 140 IJg/Kg-d~,' 1 3/26/2007 4:40:00 PM 2-Chlorophenol U 140 I~g/Kg-d~' 1 312612007 4:40:00 PM 2-Methylnaphthalene U 140 gg/Kg-dry 1 3t26/2007 4:40:00 PM 2-Methylphenol U 140 pg/Kg-dry I 3126/2007 4:40:00 PM 2-Nitroaniline U 140 pg/Kg-dry 1 3/2612007 4:40:00 PM 2-Nitrophenol U 140 pglKg-dp/ 1 3/26/2007 4:40:00 PM 3,3'-Dichlorobenzid[ne U 140 9g/Kg-dry 1 3126/2007 4:40:00 PM 3+4-Methylphenol U 140 tJg/Kg~try I 3/26/2007 4:40:00 PM 3-Nitmanitine U 140 IJg/Kg-dry I 312612007 4:40:00 PM 4,6-Dlnitro-2-methylphenol U 140 pglKg-dry 1 3/2612007 4:40:00 PM 4-Bromophenyl phenyl ether U 140 pg/Kg-dry 1 3/2612007 4:40:00 PM 4-Chloro-3-methylphenol U 140 pg/Kg-dry I 3/26/2007 4:40:00 PM 4-Chloroaniline U 140 pg/Kg-dry 1 3/2612007 4:40:00 PM 4-Chlorophenyl phenyl ether U 140 [Jg/Kg-dry 1 $t26/2007 4:40:00 PM 4-Nitroaniline U 140 ~Jg/Kg-dry I 3/2612007 4:40:00 PM 4-Nitrophenol U 160 IJg/Kg-dry I 312612007 4:40:00 PM Acenaphthene U 140 IJglKg-clry 1 3/26/2007 4:40:00 PM ^cenaphthylene U 140 IJg/Kg-dly 1 3/26/2007 4:40:00 PM Aniline U 140 IJg/Kg-dry I 3/26/2007 4:40:00 PM Anthracene U 140 pg/Kg-dry 1 3/26/2007 4:40:00 PM Azobenzene U 140 pg/Kg-dry 1 3/26/2007 4:40:00 PM Benzidine U 140 pg/Kg~dry I 312612007 4:40:00 PAl Benzo(a)anthracene U 140 pglKg-dry 1 3/2612007 4:40:00 PM Benzo(a}pyrene U 140 pg/Kg~' 1 3126t2007 4:40:00 PM Benzo(b)fluoranthene U 140 pg/Kg-dG' 1 3/26f2007 4:40:00 PM Benzo(g,h,i)perylene U 140 I~glKg-d~y I 3/26/2007 4:40:00 PM Benzo(k)iluoranthene U 140 I~g/Kg-dry I 312612007 4:40:00 PM Benzoic acid U 140 pg/Kg-dry 1 3/26/2007 4:40:00 PM Etenzyl alcohol U 140 I~g/Kg-dry I 3/2612007 4:40:00 PM Bis(2-chloroethoxy}methane U 140 pglK§-dry I 3~26~2007 4:40:00 PM Bis(2-chloroethyl)ether U 140 pg/Kg-dry 1 3/2612007 4:40:00 PM Bis(2-chloroisopropyl)ether U 140 IJglKg-dry I 312612007 4:40:00 PM Bis(2-ethylhexyl)phthalate U 140 I~glKg-dpJ I 3/26/2007 4:40:00 PM Butyl benz_yl phthalate U 140 IJglKg-di7 I 3/261200? 4:40:00 PM Carbazole U 140 I~gtKg-dry I 3f26/2007 4:40:00 PM Chrysene U 140 I~g/Kg-dry 1 3/26/2007 4:40:00 PM Dibenzo(a,h)anthracene U 140 pg/Kg-dry 1 312612007 4:40:00 PM Dibenzofuran U 140 pg/Kg-dry 1 3/26/2007 4:40:60 PM Diethyl phthalate U 140 pg/Kg*dry 1 3/26/2007 4:40:00 PM Qualifiers: B Analyte detected in the associated Method Blank H Holding times for preparation or analysis exceeded ND Not Detected at the Rcport/ng Limit U Indicates the compound wu analyzed for but not detecto E Value above quantitation range J Analyte detected below quantitation limit~ S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Conlaminant Level Page 32 of,lO American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 11 [5-7.5'] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 3:15:00 PM Lab ID: 0703179-07A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 Dimethyl phthalate Di-n-butyl flhthalate Di-n-octyl phthalate Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlo rocyclope ntadiene Hexachromethane Indeno(1,2,3-c,d)py~'ene Isophorone Naphthalene Nitrobenzene N-Niti'osodimethylamine N-Nit~osedi-n-propylamine N-N[trosodiph enylamine Pentachk~rophenol Phet~anthrene Phenol Pymne Pyridine Surf: 2,4,8-Tribromophenol Surf: 2-Fluorobiphenyl Surf: 2-Fluorophenol Sure 4-Terphenyl-d14 Sure Nitrobenzene*d5 Sure PhenoJ-d6 VOLATILE SW-846 METHOD 8260 1,1,1,2-Tetrachloroethane 1,1,1-Trichloroethane 1,1,2,2-Telrachloroet hane 1,1,2-Tdchloro~1,2,2-trifluoroethane 1,1,2-Trichloroethane 1,1-Dichloroethane 1,1-Dlchloroethene 1,1-Dichloropropene 1,2,3-Trichloro benzene 1,2,3-Tdchloropropane 1,2,4,5-Tetramethytbe nzene SW82700 SW3550A Analyst: RN U 140 IJg/Kg-dry 1 3/2612007 4:40:00 PM U 140 lag/Kg-dry 1 3/26/2007 4:40;00 PM U 140 pg/Kg-dry 1 3/26/2007 4:40:00 PM U 140 pglKg-dry I 3/26/2007 4:40:00 PM U 140 pg/Kg-dry 1 3/26/2007 4:40:00 PM U 140 lag/Kg<lry 1 3/28/2007 4:40;00 PM U 140 pg/Kg-dry 1 3t26/2007 4:40:00 PM U 180 lag/Kg-dry 1 3/26/2007 4:40:00 PM U 140 lag/Kg-dry 1 3/26/2007 4:40:00 PM U 140 pg/Kg-dry 1 312612007 4:40:00 PM U 140 lag/Kg-dry 1 312612007 4:40:00 PM U 140 lag/Kg-dry 1 3/26/2007 4:40:00 PM U 140 lag/Kg-dry 1 3/2612007 4:40:00 PM LI 140 pglKg-d~/ 1 3/2612007 4:40:00 PM U 140 pg/Kg<iry 1 3~26~2007 4:40:00 PM U 140 pg/Kg<iry 1 3/2612007 4:40:00 PM U 180 pglKg-dry 1 3r2612007 4:40:00 PM U 140 lag/Kg-dry I 3/2612007 4:40:00 PM U 140 lag/Kg-dry 1 3/26/2007 4:40:00 PM U 140 pg/Kg-dry I 3/2612007 4:40:0fi PM U 140 lag/Kg-dry I 3126/2007 4:40:00 PM 40.0 22-124 %REC 1 312612007 4:40:00 PM 50.4 27-119 %REC 1 3/26/2007 4;40:00 PM 28.8 21o123 %REC 1 3/25/2007 4:40;00 PM 52.7 25-126 %REC 1 3126/2007 4:40:00 PM 44.1 21-I 18 %REC 1 3/26/2007 4:40:00 PM 37.7 18-129 %REC 1 3/26/2007 4:40:00 PM SW82605 Analyst: MB U 5.9 IJglKg<iry I 3/22/2007 8:25:00 PM U 5.9 pg/Kg-dry I 3/22/2007 8:25:00 PM U 5.9 pg/Kg-dry I 3/22/2007 8:26:00 PM U 5.9 lag/Kg-dry 1 3/22/2007 8:25:00 PM U 5.9 IJglKg-dry 1 3/22/2007 8:25:00 PM U 5.9 lag/Kg-dry 1 3/22/2007 8:25:00 PM U 5.9 lag/Kg-dry I 3/22/2007 8:25:00 PM U 5.9 pg/Kg<iry 1 3122/2007 8:25:00 PM U 5.9 lag/Kg-dry I 3/22/2007 8:25:00 PM U 5.9 lag/Kg-dry I 3/22/2007 8:25:00 PM U 5.9 pg/Kg-dry 1 3122/2007 8:25:00 PM Qualifiers: Analytc detected in the ossociated Medmd Blank H Holding limes Ibr preparation or analysis exceeded ND Not Detected at d~e Reporilng Limit U lndlcales the compound was analyzed r~r but not detccte E Value above quanfitation r~nge J Analytc detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Mtcximum Contaminant Level Page 33 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sarople ID: No. I 1 [5-7.5'[ Lab Order: 0703179 Tag Nurober: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 3:15:00 PM Lab ID: 0703179-07A Matrix: SOIL Analyses Result Liroit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 SW82600 Analyst: MB 1,2,4-Tdchlorobenzene U 5.9 IJg/Kg-dry 1 3/22/2007 8:25:00 PM 1,2,4-Tdmelhylbenzene U 5.9 p§/Kg-dry 1 3~22~2007 8:25:00 PM t,2-Dibrsmo-3-chloropropane U 5.9 i~g/Kg-dry 1 312212007 8:25:00 PM 1,2-Dibromoethane U 5.9 I~g/Kg-dry 1 3~22~2007 8:25:00 PM 1,2-Dichlorobenzene U 5.9 IJg/Kg-dry 1 3/22/2007 8:25:00 PM 1,2-D[chloroethane U 5.8 pgtKg-dry 1 3~22~2007 8:25:00 PM 1,2-Dichloropropane U 5.8 pg/Kg-d~y I 3/22/2007 8:25:00 PM 1,3,5-Tdme[hylbenzene U 5.9 pg/Kg-dp/ 1 3/22/2007 8:25:00 PM 1,3-Dichlorobenzene U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM 1,3-dichloropropane U 5.9 I~g/Kg~lry 1 3/22/2007 8:25;00 PM 1,4-Dichlorobenzene U 5.9 pg/Kg~lry 1 3/22/2007 8:25:00 PM 2,2-Dichloropropane U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM 2-Butanone U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM 2-Chloroethyl vinyl ether U 5.9 IJg/Kg~lry 1 3/22/2007 8:25:00 PM 2-Chlorotoluene U 5.9 pg/Kg~y I 3/22/2007 8:25:00 PM 2-Hexanone U 5.9 pg/Kg-dry I 3/22/2007 8:25:00 PM 2-Propanol U 59 I~glKg-dry I 3/22/2007 8:25:00 PM 4-Chlorotoluene U 5.9 gglKg-dry I 3/22/2007 8;25:00 PM 4-1soprspylloluene U 5.9 IJg/Kg~ry I 3122/2007 8:25:00 PM 4-Methyl-2-pentanone U 5.9 gg/Kg-dry 1 3/22/2007 8:25:00 PM Acetone U 5,9 gglKg-dry 1 3/22/2007 8:25:00 PM Acrolein U 29 pg/Kg-dry I 3/22/2007 8:25;00 PM AcPJlonltrlle U 5.9 pg/Kg-dry I 3/22/2007 8:25:00 PM Benzene U 5.9 pg/Kg-dry 1 3122/2007 8:25:00 PM Bromobenzene U 5.9 pg/Kg-dry I 3/22/2007 8:25:00 PM B~ornochloramethane U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM Brornodichloromethane U 5.9 pg/Kg-dPJ I 3/22/2007 8:25:00 PM Bromo~orm U 5.9 pglKg-dry 1 3/22/2007 8:25:00 PM Bromome[hane U 5.9 pg/Kg-dry I 3/22/2007 8:25:00 PM Carbon disulfide U 5.9 ]Jg/Kg-dry 1 3/22/2007 8:25:00 PM Carbon tetrachloride U 5,9 pg/Kg-dry 1 3122J2007 8:25:00 PM Chlorobenzene U 5.9 IJg/Kg~ry 1 3/22/2007 8:25:00 PM Chiorodifluorornethane U 5.9 pg/Kg-d~y t 3/22/2007 8:25:00 PM Chloraethaae U 5.9 pglKg-dry I 3/22t2007 8:25:00 PM Chloroform LI 5.9 I~g/Kg~ry I 3/22/2007 8:25:00 PM Chloromethane U 5.9 pg/Kg-d~ 1 3/2212007 8:25:00 PM cis-1,2-Dichloroelhene U 5.9 pglKg-dB' 1 3/22/2007 8:25:00 PM cis-1,3-Dichloropropene U 5.9 pg/Kg-d~y I 3/22/2007 8:25:00 PM Dibromochloromethane U 5.9 pg/Kg-dry I 3/22/2007 8:25:00 PM Qualifiers: B Analyte detected in the associated Method B}ank E Value above quantitation range H Holding times for prcparalion or analysis excccdcd ND Not Detected at the Reporting Limit U Indicates the compound was analyzed for but not deteele J Analyte detected below quantitation limits S Spike Recovery outside accepted recovcry limits X Value exceeds Maximum Contaminant Level Page 34 of 40 American Analytical Laboratories, LLC. Date: 2a-klm'-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 1 Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 3:15:00 PM Lab 1D: 0703179-07A Matrix: SOIL Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 Dib¢omomethane Dichlorodifluerometha ne Diisopropyl ether Ethanol Ethyl acetate Ethylbenzene Freon-114 ~ Hexachlombutadiena Isopropyl acelate Isopropylbenzene m,p-Xylene Methyl tert-bubJl ether Methylene chloride n-Amyl acetate Naphthalene n-Butyl acetate n-Butylbenzene n-Propyl acetate n-Propylbenzene o-Xylene p-Diethylbenzene p-Ethyltoluene sec-Butylbenzene Styrene t-Buy alcohol tert-Butylbenzene Tetrachlomethene Toluene trans-l,2-Dichloroethene trans-l,3-Dichloroprepene Trichloroethene Trichlorofluorometh erie Vinyl acetate Vinyl chloride SURF: 4-Bromofluorobenzene Sum DIbromofluoromethane SurF: Toluene-d5 SW8260B Analyst: MB U 5.9 pglKg-dry 1 3/22/2007 8:25:00 PM U 5.9 jJg/Kg-dry 1 3/22/2007 8:25:00 PM U 5.9 pg/Kg-dry 1 3122/2007 8:25:00 PM U 29 pg/Kg-dry 1 3/22/2007 8:25:00 PM U 5.9 pg/Kg-dry 1 3122/2007 8:25:00 PM U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM U 5,9 tag/Kg-dry 1 3/22/2007 8:25:00 PM U 5,9 lag/Kg-dry I 3/22/2007 8:25:00 PM U 5.9 lag/Kg-dry 1 312212007 8:25:00 PM U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM U 12 lag/Kg-dry I 3/22/2007 8:25:00 PM U 5,9 lag/Kg-dry I 3/22/2007 8:25:00 PM U 5.9 lag/Kg-dry I 3/22/2007 8:25:00 PM U 5.0 lag/Kg-dry I 3/22/2007 8:25:00 PM U 5,9 pglKg-dry 1 3/22/2007 8:25:00 PM U 5.9 FglK§-dry 1 3/22/2007 8:25:00 PM U 5.9 pglKg-dry 1 3/22/2007 8;25:00 PM U 5.9 pg/Kg-dry I 3/22/2007 8:25:00 PM U 5.9 pg/Kg.-dry I 3/22/2007 5:25:00 PM U 5.9 pg/Kg~lry 1 3/22/2007 8:25:00 PM U 5.9 pglKg-dry 1 3/22/2007 8:25:00 PM U 5,9 pg/Kg,dry 1 3/22/2007 8:25:00 PM U 5.9 pglKg-dry 1 3/22/2007 8:25:00 PM U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM U 5.9 pglKg-dry 1 312212007 8:25:00 PM U 5.9 lag/Kg-dry I 3/22/2007 8:25:00 PM U 5.9 HgtKg-dry I 3122/2007 8:25:00 PM U 5.9 ~g/Kg-dry 1 3/22/2007 8:25:00 PM U 5,9 IJg/Kg-dry 1 3/22/2007 8:25:00 PM U 5.9 lag/Kg-dry 1 3/2212007 8:25:00 PM U 5.9 pg/Kg-dry 1 3/22/2007 8:25:00 PM U 5.9 IJglKg-dry 1 3/22/2007 8:25:00 PM 93.0 61-133 %REC I 3/22/2007 5:25:00 PM 102 61-139 %REC 1 3/22/2007 8:25:00 PM 98.0 57-131 %REC 1 3/22/2007 8:25:00 PM B Analylc detected in the a.ssocialed Method Blank E Value above quantitation rtmge Qualifiers: H Holding times tar preparation or analysis exceeded ND Not Detecled at the Repo,ing Limit U Indicates the compound w~.~ analyzed For but not detecte J Analyle detected below quantitation limits S Spike Recovery outside accepted recoveB, limits X Value exceeds Maximum Contaminant Level Page 35 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 11 [GW] Lab Order: 0703179 Tag Number: Project: Montes Lane Greenport, N.Y, Collection Date: 3/21/2007 3:29:00 PM Lab 1D: 0703179-08A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed MERCURY SW7470A Analyst: WN Mercury U 0.000200 mg/L 1 3/23/2007 12:17:24 PM TARGET ANALYTE LIST METALS SW6010B SW3010A Analyst: JP Aluminum 640 [1.200 mg/L 10 3/27/2007 2:24:23 PM Antimony U 0.0250 mg/L 1 3/2712007 2:11:53 PM Arsenic 0.123 0.0250 mg/L 1 3/27/2007 2:11:53 PM Barium 1.82 0,0209 mg/L I 11/2712007 2:11:53 PM Beryllium U 0.0200 mg/!_ 1 3~27~2007 2:11:53 PM Cad mium U 0.01 O0 mg/L 1 3/27/2007 2:11:53 PM Calcium 53.0 0.0250 mg/L I 3/2712007 2:11:53 PM Chromium 1.20 fi.0200 mg/L 1 3/27/2007 2:11:53 PM Cobalt U 0.0200 mg/L 1 3/27/2007 2:11:53 PM Copper 0.768 0.0200 mglL I 3/27/2007 2:11:53 PM ken 557 0.200 mg/L 10 3/2712007 2:24:23 PM Lead 0.273 0.0150 mg/L I 3/27/2007 2:11:53 PM Magnesium 83.6 0.0200 mg/L 1 3/27/2007 2:11:53 PM Manganese 5.98 0.0200 mg/L 1 3/27/2007 2:11:53 PM Nickel 0.668 0.0200 mg/L 1 3127/2007 2:11:53 PM Po[esslum 92.3 0.100 mg/L 1 3/27/2007 2:11:53 PM Selenium U 0.0250 mfl/L I 3/2712007 2:11:53 PM Silver U 0.0200 mg/L 1 3/27/2007 2:11:53 PM Sodium 25.1 0.0300 mg/L I 3127/2007 2:11:53 PM Thallium U 0.0150 mg/L 1 3/27/2007 2:11:53 PM Vanadium 1.29 0.0200 mglL I 3/27/2007 2:11:53 PM Zinc 0.950 0.0200 rng/L 1 3/27/2007 2:11:53 PM SEMIVOLATILE SW-846 METHOD 8270 SW82709 SW3510 Analyst: RN 1,2,4-Trlchlorobenzene U 5.0 ug/L I 3/25/2007 3:41:00 PM 1,2-Dichlorobenzene U 5.0 IJglL 1 3126/2007 3:41:00 PM 1,3-Dichlombenzene U 5.0 iJg/L 1 3/26/2007 3:41:00 PM 1,4-Dichlombenzene U 5.0 ug/L 1 3/26/2007 3:41:00 PM 2,4,5-Tr[chlorophenol U 5.0 ug/L I 3/26/2007 3:41:00 PM 2,4,6-Trichlorophenol U 5.0 IJg/L 1 3/26/2007 3:41:00 PM 2,4-Dichiomphenol U 5.0 [I9/L 1 3/26/2007 3:41;00 PM 2,4-Dimethylphenol U 5.0 iJglL 1 3/2612007 3:41:00 PM 2,4-Dinitrophenol U 10 ug/L I 3/26/2007 3:41:00 PM 2,4-Dinitrotoluene U 5.0 IJg/L 1 3/26/2007 3:41:00 PM 2,6--Dinitrotoluene U 5.0 IJg/L 1 3/26/2007 3:41:00 PM 2-Chloronaphthalene U 5.0 tJ§/L 1 3/26/20fi7 3:41:00 PM 2-Chlorophenol U 5.0 ug/L 1 3/2612007 3:41:00 PM Qualifiers: B Anal}lc detected in tbe ~ssocialed Method Blank E Value above qu~ntitatlon range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporling Limit U Indicates the compound was analyzed for but not detecte J Analyte detected below quantitation limits S Spilre Recovery outside accepted recovery limits X Value exceeds M~ximum Contaminant Level Page 36 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-O7 CLIENT: P.W. Grosset Consulting Clieut Sample ID: No. 11 [GW] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collect/ion Date: 3/21/2007 3:29:00 PM Lab ID: 0703179~08A Matrix: LIQUID Analyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE $W-846 METHOD 8270 SW82700 SW3510 Analyst: RN 2-Methylnaphthaleee U 5.0 pglL 1 3/26/2007 3:41:00 PM 2-Methylphenel U 5.0 lJg/L 1 3/26/2007 3:41:00 PM 2-Nitroaniline U 5.0 I~g/L 1 3/26/2007 3:41:00 PM 2-Nitrophenel U 5.0 pg/L I 3/26/2007 3:41:00 PM 3,3'-Dichlorobenzidine U 5.0 pg/L 1 3126/2007 3:41:00 PM 3+4-Methylphenol U 5.0 IJg/L 1 3/2612007 3:41:00 PM 3-N[lroaeiline U 5.0 pglL I 312612007 3:41:00 PM 4,6-Dinitro-2-methylphenol U 5.0 pg/L I 3/26/2007 3:41:00 PM 4-Bromophenyl phenyl ether U 5.0 pg/L 1 3/26/2007 3:41:00 FM 4-Chloro-3-methylphenol U 5.0 pg/L 1 3/2612007 3:41:00 PM 4-Chloroaniline U 5.0 pg/L I 3/26/2007 3:41:00 PM 4-Chlorophenyl phenyl ether U 5.0 lJg/L I 3/26/2007 3:41:00 PM 4-Nitroaniline U 5.0 pg/L I 3/26/2007 3:41:00 PM 4-Nitrophenol U 5.0 pg/L 1 3/26/2007 3:41:00 PM Acenaphthene U 5.0 IJg/L 1 312612007 3:41:00 PM Aniline U 5.0 pglL 1 3/26/2007 3:41:00 PM Anthracene U 5.0 pglL I 3/2612007 3:4 I:00 PM Azobenzene U 5.0 pg/L I 3/26/2007 3:41:00 PM Benzidine U 5,0 pg/L 1 3/26/2007 3:41:00 PM Benzo(a)anthracene tJ 5.0 ~Jg/L 1 3/26/2007 3:41:00 PM Benzo(a)pyrene U 5.0 pg/L 1 3126/2007 3;41:00 PM Benzo(b)flooranthene U 5.0 pglL I 3126/2007 3:41:00 PM Benzo(g,h,i)perylene U 5.0 ~Jg/L 1 3/26/2007 3:41:00 PM Benzo(k)fluoranthene U 5.0 pg/L 1 3/26/2007 3:41:00 PM Benzolc acid U 5.0 IJglL 1 3/26/2007 3:41:00 PM Benzyl alcohol U 5.0 pg/L 1 3/26/2007 3:41:00 PM Bis(2-chloroethoxy)methane U 5.0 I~g/L 1 3~26/2007 3:41:00 PM BIs(2-chlercethyl)ether U 5.0 I~g/L 1 3/26/2007 3:41:00 PM Bis(2-ch~oroisopropyl}ether U 5.0 pg/L I 3/26/2007 3:41:00 PM Bis(2-ethylhexyl}phthalate U 5.0 pg/L 1 3/26/2007 3:41:00 PM Butyl benzyl phthalate U 5.0 IJg/L 1 3/26/2007 3:41:00 PM Carbazole U 5.0 pg/L 1 3/26/2007 3;41:00 PM Chrysene U 5.0 IJg/L 1 3/26/2007 3:41:00 PM Dibenzo(a,h)anthracene U 5.0 p0/L 1 3/26/2007 3:41:00 PM Dibenzofurae U 5.0 pg/L 1 3/26/2007 3:41:00 PM Diethyl phthalate U 5.0 pg/L 1 3/26/2007 3:41:00 PM Dimethyl phthalate U 5.0 pg/L 1 3/26/2007 3:41:00 PM DJ-n-butyl phthalate U 5.0 pg/L 1 3/26/2007 3:41:00 PM B Analyte detected in tile associatcd Method Blank Qualifiers: H Holding times for preparation or analysis exceeded ND Nol Detected at the Reporting Limit U [ndicales the compound was analyzed for but not delecte E Value above qu,rmtitation range J Analyte detected below quamitation limits S Spike Recovery outside accepted recovc~ limits X Value exceeds Maximum Contaminanl Level Page 37 of 40 American Analytical Laboratories, LLC. Date: 2S-Mar-07 CLIENT: P.W. Grosser Consulting Client Sample ID: No. 11 [GW] Lab Order: 0703179 Tag Number: Project: Moores Lane Grecnport, N.Y. Collection Date: 3/21/2007 3:29:00 PM Lab ID: 0703179-08A Matrix: LIQUID Annlyses Result Limit Qual Units DF Date Analyzed SEMIVOLATILE SW-846 METHOD 8270 DI-n-octyl phthalate Fluoranthene Fluorene Hexachlorobenzene Hexachlorobutadiene Hexachlorocyclope ntadiene Hexachloroethane Indeno(1,2,3-c,d)pyrene Isophorone Naphthalene Nitrobenzene N-Nitrosodimethylamine N-Nitrosodi-n-pmpylamin e N-Nitrosodiphenylamine Pentachlorophenol Phenanthrene Phenol Pyrene Pyridine Surr: 2,4,6-Tribromophenol Surf: 2-Fluorobiphenyl Sum 2-Fluorophenol Sum 4-Terphenyl-d14 Surf: Nitrobenzene~5 Surr: Phenol-d6 VOLATILE SW-846 METHOD 8260 1,1,1,2-Tetrachloroethane 1,1,1 -Trichloroethane 1,1,2,2-Tebachloroetha ne 1,1,2-Trichloro-1,2,2-trifluoroethane 1,1,2-Tdchloroethane 1,1-Dichloroethane 1,1 -Dichloroethene 1,1-Dichloropropene 1,2,3-Trichlombenzene 1,2,3-Tdchloropropane 1,2,4,5-Tetramethylbenzene 1,2,4-Trichlorobenzene 1,2,4-Trimet hylbeczene SW8270D SW3510 U 5.0 pglL 1 U 5,0 pg/L 1 U 5.0 IJglL 1 U 5.0 pg/L 1 U 5.0 pg/L 1 U 5.0 pg/L 1 U 5.0 Hg/L 1 U 5.0 pg/L 1 U 5.0 pg/L 1 U 5.0 pg/L 1 U 5.0 pg/L 1 U 5.0 pg/L 1 U 5.0 pglL 1 U 5.0 pglL 1 U 5.0 pg/L 1 U 5.0 pglL 1 U 5.0 pg/L 1 U 5.0 pg/L 1 O 5.0 pg/L 1 74.2 22-124 %REC 1 77.7 18-124 %REC 1 57.5 16-112 %REC 1 86.9 17-121 %REC 1 71.0 19-115 %REC 1 36.4 12-102 %REC 1 SW8260B U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 Fg/L 1 U 1.0 pg/L 1 U 1.0 pg/L 1 U 1.0 ~glL 1 U 1.0 ~g/L 1 U 1.0 pg/L 1 Analyst: RN 3/26/2007 3:41:00 PM 3~26~2007 3:41:00 PM 3/26/2007 3:41:00 PM 3126/2007 3:41:00 PM 3/26/2007 3:41:00 PM 3/26/2007 3:41:00 PM 3/26/2007 3:41:00 PM 3/26/2007 3:41:00 PM 3/26/2007 3:41:60 PM 3/26/2007 3:41:00 PM 3126/2607 3:41:00 PM 3t26/2007 3:41:00 PM 3~26~2007 3:41:00 PM 3/26/2007 3:41:00 PM 3/26/2007 3:41:00 PM 3/26/2007 3:41:00 PM 3~26~2007 3:41:00 PM 312612007 3:41:00 PM 3126/2007 3:41:00 PM 3/26/2007 3:4t :60 PM 3/26/2607 3:41:00 PM 3126/2007 3:41:D0 PM 3126/2007 3:41:00 PM 3/26/2007 3:41:00 PM 3/26/2607 3:41:00 PM Analyst: MB 3~22/2007 3:39:00 PM 3t22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2OO7 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22t2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3122/2007 3:39:00 PM 3/22/2007 3:39:00 PM Qualifiers: B Analyle detected in the associated Method Blank H ltolding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit U Indlcalcs thc compound was analyzed for but not detecto Value above quantilation range Analyte detected below quantitation limits Spike Recover~ outside accepted recovery limits Value exceeds Maximum Contaminant Level Page 38 0£40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: Lab Order: Project: Lab ID: P.W. Grosset Consulting 0703179 Moores Lane Greenpo~, N.Y. 0703179-08A Client Sample ID: Tag Number: Collection Date: Matrix: No. I1 [GW] 3/21/2007 3:29:00 PM LIQUID Analyses Result Limit Qual Units VOLATILE SW--846 METHOD 8260 1,2-Dibromo-3-chlompropane t ,2-Dibromoethane 1,2-D[chlorobenzene 1,2-Dichthroethane 1,2-Dichloropropane 1.3,5-Trimet hylbenzene 1,3-Dichlorobenzene 1,3-dich]oropropane 1,4-Dichlorobenzene 2,2-Dichloropropane 2-Butanone 2-Chloroethyl vinyl ether 2-Chlomtoluene 2-Hexanone 2~Propanol 4-Chlorotoluene 44sopropyltoluene 4-Methyl-2-pentanone Acrolein Carbon disulfide Chloroethane Chloroform cis-1,2-DIchleroethene cis-1,3-Dichloropropene SW8260B U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 1,0 IJg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pglL U 1.0 pg/L U 3.0 pg/L U 1.0 pg/L U 1.0 pg/L U 2.0 IJg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 2.0 pg/L U 2,0 pg/L U 1.0 pglL U 1.0 pg/L U 1.0 pglL U 1.0 pgA_ U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pg/L U 1.0 pg~L U 1.0 pglL U 1.0 pglL U 1.0 pgA_ U 1.0 pgA_ U 1.0 pgA_ U 1.0 tJg/L U 1.0 pgA_ B Analytc dctcctcd in thc associated Method Blank DF Date Analyzed Analyst: MB 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM '3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3122/2007 3:39:00 PM 3122/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3~22~2007 3:39:00 PM 3/22/2007 3:39:90 PM 3/22J2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:90 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3122/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 312212007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2907 3:39:00 PM 3/2212007 3:39:00 PM 3/22/2007 3:39:00 PM 3/2212007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3122/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2007 3:39:00 PM 312212007 3:39:00 PM 3122/2007 3:39:00 PM 3/22/2007 3:39:00 PM 3/22/2~07 3:39:00 PM Qualifiers: Holding times For preparation or analysis exceeded ND Not Detected at the Reporting Limit U indicates the compound was analyzed for but not dctecte E Value above quantitation range J Analytc detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 39 of 40 American Analytical Laboratories, LLC. Date: 28-Mar-07 CLIENT: P.W. Grosset Consulting Client Sample ID: No. 11 [GW] Lab Order: 0703179 Tag Number: Project: Moores Lane Greenport, N.Y. Collection Date: 3/21/2007 3:29:00 PM Lab ID: 0703179-08A Matrix: L1QUID Analyses Result Limit Qual Units DF Date Analyzed VOLATILE SW-846 METHOD 8260 Diisopropyl ether Ethanol Ethyl acetate EthyJbenzene Freon-114 Hexachlorobutadiene Isopmpyl acetate Isopropylbenzene m.p-Xylene Methyl tort-butyl eiher Methylene chlorfde n-Amyl acetate Naphthalene n-Butyl acetate n-Butylbenzene n-Propyi acetate n-Propylbenzene o-Xylene p-Diethylbenzene p-Ethyltoluene sec-Butylbenzene Styrene t-Butyl alcehol tert-Butylbenzene Tetrach~oroethene Toluene trans-1,2-Dichloroethene trans-1,3-Dichloropropene Trichloroethene T~chlorofluo romethaee Vinyl acetate Vinyl chloride Surf: 4-Bromofluorobenzene Surf: Dibromotluoromethane Surf: Toluene-d6 SW8260B Analyst; MB u 1.0 IJg/L 1 3/22/2007 3:39:00 PM U 1.0 lJg/L 1 3/22/2007 3:39:00 PM U 1.0 ug/L 1 3/22/2007 3:39:00 PM U 1,0 I~g/L 1 3122/2007 3:39:00 PM U 1.0 pg/L 1 3/22/2007 3:39:00 PM U 1,0 pg/L I 3/22/2007 3:39:00 PM U 1.0 pglL I 3/22/2007 3:39:00 PM u 1.0 pg/L 1 3/22/2097 3:39:00 PM U 2.0 pglL I 3/22/2007 3:39:00 PM U 1.0 I~g/L 1 3/22/2007 3:39:00 PM U 1.0 pg/L I 3/22/2007 3:39:00 PM U 1.0 ~Jg/L 1 3/22/2007 3:39:00 PM U 1.0 I.Ig/L 1 3/22/2007 3:39:00 PM U 2.0 IJg/L 1 3/22/'2007 3:39:00 PM U t.0 IJglL I 3/22/2007 3:39:00 PM U 1.0 pg/L 1 3/22/2007 3:39:00 PM U 1.0 pg/L 1 3/22/2007 3:39:00 PM U 1.0 ~9/L 1 3/22/2007 3:39:00 PM U 1.0 pg/L 1 3/22J2007 3:39;09 PM U 1.0 pg/L I 3/22/2007 3:39:00 PM U 1.0 I~glL I 3/22/2007 3:39:130 PM U 1,0 IJg/L I 3/22/2007 3:39:00 PM U 1,0 ~Jg/L 1 3/22/2007 3:39:00 PM U 1.0 pg/L 1 3/22/2007 3:39:00 PM U 1.0 pg/l_ 1 3/22/2007 3:39:00 PM U 1.0 Fg/L I 3/22/2007 3:39:00 PM U 1.0 pg/L I 3/22/2007 3:39:00 PM U 1,0 pg/L 1 3/22/2007 3:39:00 PM U 1.0 pg/L I 3/22/2007 3:39:00 PM U 1.0 pg/L I 3/22/2007 3:39:00 PM U 1.0 }~g/L I 3/2212007 3:39:00 PM U 1.0 Fg/L 1 3/22/2007 3:39:00 PM 191 54-134 %REC 1 3/22/2007 3:39:00 PM 107 52-132 %REC I 3/22/2907 3:39:00 PM 98.2 51-127 %REC 1 3/22/2007 3:39:00 PM Qualifiers: B Analytc detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at Ihe Reporting Limit U Indicates die compound was analyzed for but not detecle J Analyle detected below quantitation limits S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 40 of 40 TOWN OF SOUTHOLD DECOMMISSIONING THE SOUTHOLD SCAVENGER WASTE TREATMENT FACILITY CONSTRUCTION SPECIFICATION GREENPORT, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK LKMA Project No: 10038.0000 APPENDIX B NYSDEC TAGM# 4046 Reg. ! · ') 24, 1994 3up goal of the Department is to restore inactive hazardous waste sites to predisposal conditions, to the extent orized by law. However, it is recognized that restoration to predisposal conditions will not always be feasible. · troduction: ds TAGM provides a basis and procedure to determine soil cleanup levels at individual Federal Superfund, Sta ~perfund, 1986 EQBA Title 3 and Responsible Party (RP) sites, when the Director of the DHWR determines th~ · a site to predisposal conditions is not possible or feasible. ~e process starts with development of soil cleanup objectives by the Technology Section for the contaminants i, 'the Project Managers. The Technology Section uses the procedure described in this TAGM to develop soil cie · ~jectives. Attainment of these generic soil cleanup objectives will, at a minimum, eliminate all significant threats ~man health and/or the environment posed by the inactive hazardous waste site. Project Managers should use .~anup objectives in selecting alternatives in the Feasibility Study (FS). Based on the proposed selected remedi; ~hnology (outcome of FS), final site specific soil cleanup levels are established in the Record of Decision (ROD · ~se sites. should be noted that even after soil cleanup levels are established in the ROD, these levels may prove to be ~attainable when remedial construction begins. In that event, alternative remedial actions or institutional control= =cessary to protect the environment. isis for Soil Cleanup Objectives: ~e following alternative bases are used to determine soil cleanup objectives: · 1. Human health based levels that correspond to excess lifetime cancer risks of one in a million for Class A1 carcinogens, or one in 100,000 for Class C3 carcinogens. These levels are contained in USEPA's Health E Assessment Summary Tables (HEASTs) which are compiled and updated quarterly by the NYSDEC's Divi Hazardous Substances Regulation; · 2. Human health based levels for systemic toxicants, calculated from Reference Doses (RfDs). RfDs are an E of the daily exposure an individual (including sensitive individuals) can experience without appreciable risk effects during a lifetime. An average scenario of exposure in which children ages one to six (who exhibit th greatest tendency to ingest soil) is assumed. An intake rate of 0.2 gram/day for a five-year exposure perio( 16-kg child is assumed. These levels are contained in USEPA's Health Effects Assessment Summary Tabl (HEASTs) which are compiled and updated quarterly by the NYSDEC's Division of Hazardous Substances Regulation; · 3. Environmental concentrations which are protective of groundwater/drinking water quality; based on promul proposed New York State Standards; Background values for contaminants; and Detection limits. r~nnrnm~nH~finn nn fh~ ~nnrnnri~f~ nl~n~n nhi~efi~x~ ie h~e~rl nn fh~, r'rif~rinn fh~f nrnHlle~e fh~ rnnef efrinn~n ,urce of contaminants. Ideal background samples may be obtained from uncontaminated upgradient and upwir ;ations. otection of water quality from contaminated soil is a two-part problem. The first is predicting the amount of ,ntamination that will leave the contaminated media as leachate. The second part of the problem is to determin ach of that contamination will actually contribute to a violation of groundwater standards upon reaching and dis · :o groundwater. Some of the contamination which initially leaches out of soil will be absorbed by other soil befo aches groundwater. Some portion will be reduced through natural attenuation or other mechanism. irt A: Partition Theory Model lere are many test and theoretical models which are used to predict leachate quality given a known value of so ntamination. The Water-Soil Equilibrium Partition Theory is used as a basis to determine soil standard or cont~ lit for protection of water quality by most of the models currently in use. It is based on the ability of organic car~ adsorb contamination. Using a water quality value which may not be exceeded in leachate and the partition co athod, the equilibrium concentration (Cs) will be expressed in the same units as the water standards. The follo~ :pression is used: Iowable Soil Concentration Cs = fx Koc x Cw .... (1) here: : fraction of organic carbon of the natural soil medium. partition coefficient between water and soil media. Koc can be .timated by the following equation: g Koc = 3.64 - 0.55 log S · = water solubility in ppm appropriate water quality value from TOGS 1.1.1 3st Koc and S values are listed in the Exhibit A-1 of the USEPA Superfund Public Health Evaluation Manual · PN540/1-86/060). The Koc values listed in this manual should be used for the purpose. If the Koc value for a .ntaminant is not listed, it should be estimated using the above mentioned equation. irt B: Procedure for Determination of Soil Cleanup Objectives ~hen the contaminated soil is in the unsaturated zone above the water table, many mechanisms are at work that of the contamination that would leave the contaminated soil from impacting groundwater. These mechanisms c iring transport and may work simultaneously. They include the following: (1) volatility, (2) sorption and desorptio ~ching and diffusion, (4) transformation and degradation, and (5) change in concentration of contaminants after ~d/or mixing with the groundwater surface. To account for these mechanisms, a correction factor of 100 is used tablish soil cleanup objectives. This value of 100 for the correction is consistent with the logic used by EPA in it: lution Attenuation Factor (DAF) approach for EP Toxicity and TCLP. (Federal RegisterJol. 55, No. 61, March 2 ~90/Pages 11826-27). Soil cleanup objectives are calculated by multiplying the allowable soil concentration by ti rrentir)n fnctnr If th~. nnntnminntP, d .~r)~l ~.~ vP. rv cln.~p, ( ,3 - 5 '~ tn th~. amundwnt~.r t~hle nr in thP, arm~ndwntP, r P.x udy (FS) process. During the FS, various alternative remedial actions developed during the Remedial Investig~ e initially screened and narrowed down to the list of potential alternative remedial actions that will be evaluated ~ese alternative remedial actions are evaluated using the criteria discussed in TAGM 4030, Selection of Reme( ;tions at Inactive Hazardous Waste Sites, revised May 15, 1990, and the preferred remedial action will be sele~ ~ detailed evaluation of the preferred remedial action, the final cleanup levels which can be actually achieved t · eferred remedial action must be established. Remedy selection, which will include final cleanup levels, is the s~ ~GM 4030. ;commended soil cleanup objectives that have been calculated by the Technology Section are presented in Al: ~ese objectives are based on a soil organic carbon content of 1% (0.01) and should be adjusted for the actual ( rbon content if it is known. For determining soil organic carbon content, use attached USEPA method (Append ease contact the Technology Section, Bureau of Program Management for soil cleanup objectives not include(~ )pendix A. · ~046 Footnotes: ass A are proved human carcinogens ass B are probable human carcinogens · ass C are possible human carcinogens ix A - Recommended Soil Cleanup Objectives: Volatile Organic Contaminants · Semi-Volatile Organic Contaminants Organic Pesticides / Herbicides and PCBs Heavy Metals ix B - Total Organic Carbon (T©C) ix B To TAGM 4046 onal Sediment Variables lanic Carbon (TOC) ·)86 Organic Carbon (TOC) Limitations · anic carbon is a measure of the total amount of nonvolatile, volatile, partially volatile, and particulate organic ~ds in a sample. Total organic carbon is independent of the oxidation state of the organic compounds and is not of the organically bound and inorganic elements that can contribute to the biochemical and chemical oxygen d~ · inorganic carbon (e.g., carbonates, bicarbonates, free 002) will interfere with total organic carbon determinatio should be treated to remove inorganic carbon before being analyzed. 'ocedures )11 Desiccator Combustion boats 10 percent hydrochloric acid (HCL) Cupric oxide fines (or equivalent material) Benzoic acid or other carbon source as a standard. luipment preparation Clean combustion boats by placing them in the induction furnace at 950° C. After being cleaned, combust should not be touched with bare hands. Cool boats to room temperature in a desiccator. Weigh each boat to the nearest 0.1 mg. ~mple preparation Allow frozen samples to warm to room temperature. Homogenize each sample mechanically, incorporating any overlying water. Transfer a representative aliquot (5-10 g) to a clean container. · ~alytical procedures Dry samples to constant weight at 70 + 2°C. The drying temperature is relatively Iow to minimize loss of v¢ organic compounds. Cool dried samples to room temperature in a desiccator. Grind sample using a mortar and pestle to break up aggregates. Transfer a representative aliquot (0.2-0.5 g) to a clean, preweighed combustion boat. Determine sample weight to the nearest 0.1 mg. Add several drops of HCL to the dried sample to remove carbonates. Wait until the effervescing is complet add more acid. Continue this process until the incremental addition of acid causes no further effervescence add too much acid at one time as this may cause loss of sample due to frothing. Exposure of small sample 10 mg) having less than 50 percent carbonate to an HCL atmosphere for 24-48 h has been shown to be ar effective means of removing carbonates (Hedges and Stern 1984). If this method is used for sample sizes than 10 rog, its effectiveness should be demonstrated by the user. Dry the HCL-treated sample to constant weight at 70 + 2° C. Cool to room temperature in a desiccator. Add previously ashed cupric oxide fines or equivalent material (e.g., alumina oxide) to the sample in the combustion boat. Combust the sample in an induction furnace at a minimum temperature of 950 + 10° C. ~lculations If an ascarite-filled tube is used to capture CO2, the carbon content of the sample can be calculated as foll~ Percent carbon -- A (0.2729) (100) / B r: G,es~ccan': can ~e dletected easily. Also, the sea on the desiccator should be checked periodically and, if nec( ~d glass rims should be greased or the "O" rings should be replaced. ~mended that triplicate analyses be conducted on one of every 20 samples, or on one sample per batch if les., are analyzed. A method blank should be analyzed at the same frequency as the triplicate analyses. The analy! ~hould be inspected daily and calibrated at least once per week. The carbon analyzer should be calibrated daill · 'epared standards. A standard reference material should be analyzed at least once for each major survey. ,~porting Requirements anic carbon should be reported as a percentage of the dry weight of the unacidified sample to the nearest 0.1 ~ · y should report the results of all samples (including QA replicates, method blanks, and standard reference ments) and should note any problems that may have influenced sample quality. The laboratory should also pro ' of the calibration procedure and results (e.g., range covered, regression equation, coefficient of determination · about Determination Of Soil Cleanup Objectives ;leanup Levels (TAGM 4046): · ~GM 4046 Table 1 - Volatile Organic Contaminants - Recommended soil cleanup objectives for Volatile Organi~ )ntaminants ~GM 4046 Table 2 - Semi-Volatile Organic Contaminants - Recommended soil cleanup objectives for Semi-Vol, 'ganic Contaminants O~GM 4046 Table 3 - Organic Pesticides/Herbicides and PCBs - Recommended soil cleanup objectives for Orga ;sticides/Herbicides and PCBs ~GM 4046 Table 4 - Heavy Metals - Recommended soil cleanup objectives for Heavy Metals Acetone 2.2 50 0.0011 0.11 N/A 8,000 10 Benzene 83 0.7 0.0006 0.06 24 N/A 5 0 enzoic Acid 54 * 50 0.027 2.7 N/A 300,000 5 2 !-Butanone 4,5 * 50 0.003 0.3 N/A 4,000 10 0 bon Disulfide 54 * 50 0.027 2.7 N/A ~8,000 5 2 ~n Tetrachloride 110 * 5 0.006 0.6 5.4 60 5 0 Iorobenzene 330 5 0,017 1.7 N/A 2,000 5 1 ~loroethane 37 * 50 0.019 1.9 N/A N/A 10 1 ;hloroform 31 7 0.003 0.30 114 800 5 0 iochloromethane N/A 50 N/A N/A N/A N/A 5 N ichlorobenzene 1,700 4.7 0.079 7.9 N/A N/A 330 7 ichlorobenzene 310 * 5 0.0155 1.55 N/A N/A 330 1. ichlorobenzene ,1,700 5 0.085 8.5 N/A N/A 330 8. lichloroethane 30 5 0.002 0.2 N/A N/A 5 0. )ichloroethane 14 5 0.001 0.1 7.7 N/A 5 0. lichloroethene 65 5 0.004 0.4 12 700 5 0. Ioroethene (trans 59 5 0.003 0.3 N/A 2,000 5 0. ichloropropane 51 5 0.003 0.3 N/A N/A 5 0. :hylbenzene 1,100 5 0.055 5.5 N/A 8,000 5 5. ~n (1,1,2 Trichloro- rrifluoroethane) 1,230 * 5 0.060 6.0 N/A 200,000 5 6. ,ylene chloride 21 5 0.001 0.1 93 5,000 5 0. tyl-2-Pentanone 19 * 60 0.01 1.0 N/A N/A 10 1 3chloroethene 277 5 0.014 1.4 14 800 5 ,1., rrichloroethane 152 5 0.0076 0.76 , N/A 7,000 5 0.~ 'etrachloroethane 118 5 0.006 0.6 35 N/A 5 0.~ richloropropane 68 5 0.0034 0.34 N/A 80 5 0.~ 'ichlorobenzene 670 * 5 0.034 3.4 N/A N/A 330 3.L Toluene 300 5 0.015 1.5 N/A 20,000 5 1.,~ :hloroethene 126 5 0.007 0.70 64 N/A 5 0.7 ~yl chloride 57 2 0.0012 0.12 N/A N/A 10 0.; Xylenes 240 5 0.012 1.2 N/A 200,000 -- 1 · ale Soil Concentration Cs: f x Cw x Koc .anup objective: Cs x Correction Factor (CF) · : available , coefficient is calculated by using the following equation: -0.55 log S + 3.64, where S is solubility in water in ppm. ~oc values are experimental values. lthene ,4,600 20 0.9 90.0 N/A 5,000 330 50 lthylene 2,056 * 20 0.41 41.0 N/A N/A 330 41 13.8 5 0.001 0.1 123 N/A 330 ~0.1 .~ne 14,000 50 7.00 700.0 N/A 20,000 330 50 0.; ~ )anthracene 1,380,000 0.002 0.03 3.0 0.224 N/A 330 MI' 2) pyrene 5,500,000 0.002 (ND) 0.110 11.0 0.0609 N/A 330 0.(: Mr 2) 550,000 0.002 0.011 1.1 N/A ~ N/A 330 1.1 ~ ~ene ,]'h'i) 1,600,000 5 8.0 800 N/A N/A 330 50. ~) 550,000 0.002 0.011 1.1 N/A N/A 330 1.1 ~ lene ~ylhexyl) 8,706 * 50 4.35 435.0 50 2,000 330 50. ~zylphthlate2,430 50 1.215 122.0 N/A 20,000 330 50. 'e 200,000 0.002 0.004 0.4 N/A N/A 330 0.4 3aniline 43 .... 5 0.0022 0.22 200 300 330 0.2 MD ~-3- 0.2. .3enol 47 5 ~ 0.0024 0.24 N/A N/A ~ 330 MD ~phenol 15 * 50 0.008 0.8 N/A 400 330 0.8 furan 1,230 * 5 0.062 6.2 N/A N/A 330 6.2 (a,h) 33,000,000 '50 1,650 165,000 0.0143 'N/A 330 0.0' ,;ne MD benzidine , N/A N/A N/A N/A N/A N/A N/A N/A Iorophenol 380 1 0.004 0.4 N/A 200 330 0.4 :rophenol 38 5 0.002 0.2 N/A 200 1,600 0.2( MDI rotoluene 198' 5 0.01 1.0 1.03 N/A 330 1.0 hthlate 142 50 0.071 7.1 N/A 60,000 330 7.1 Iphthlate 40 50 ,0.020 2.0 N/A 80,000 330 2.0 ~/I phthalate 162' 50 0.081 8.1 N/A 8,000 330 8.1 II phthlate 2,346 * 50 1.2 120.0 N/A ~ 2,000 330 50.¢ hene 38,000 50 19 1900.0 N/A 3,000 330 50.¢ .~ 7,300 50 3.5 350.0 'N/A 3,000 330 50.(: orobenzene 3,900 0.35 0.014 1.4 0.41 60 330 0.41 1,2,3-cd) 1,600,000 0.002 0.032 3.2 N/A N/A 330 3.2 27 1 0.0003 0.03 N/A 50,000 330 0.( MI 13,295 * 50 6.65 665.0 N/A .2,000 330 50 .phenol 89 * 1 0.001 0.1 N/A 8,000 330 0.' · )le Soil Concentration Cs = f x Cw x Koc ~anup Objective -- Cs x Correction Factor (CF) available · :hod Detection Limit 3 coefficient is calculated by using the following equation: · : -0.55 log S + 3.64, where S is solubility in water in ppm. c values are experimental values. :tion Factor (CF) of 100 is used as per TAGM #4046 · r TAGM #4046, Total VOCs < 10 ppm., Total Semi-VOCs < 500ppm. and Individual Semi-VOCs < 50 ppm. s derived from the correlation Koc = 0.63 Kow (Determining Soil Response Action Levels ...... /2-89/057). Kow is obtained from the USEPA computer database 'MAIN'. · .il cleanup objectives are developed for soil organic carbon content (f) of 1%, and should be adjusted for the ac1 ~arbon content if it is known. GW quality~ ogens~ T~xicants (ppm) 96,000 ND (<0.01) 0.005 0.5 0.041 2 8 0. HC 3,800 ND (<0.05) 0.002 0.2 0.111 N/A 8 0. -lC 3,800 ND (<0.05) 0.002 0.2 3.89 N/A 8 0. HC 6,600 ND (<0.05) 0.003 0.3 N/A N/A 8 0. ~e 21,305 * 0.1 0.02 2.0 0.54 50 80 0. 104 * 4.4 0.005 0.5 N/A 800 800 0. D 770,000 * ND (<0.01) 0.077 7.7 2.9 N/A 16 2. 440,000 * ND (<0.01) 0.0440 4.4 2.1 N/A 16 2. 243,000 * ND (<0.01) 0.025 2.5 2.1 40 16 2. -P~dioxins (PCDD) 1709800 0.000035 0.0006 0.06 N/A N/A N/A N, 'CDD 10,700 * ND (<0.01) 0.0010 0.1 0.044 4 16 0. Ian I 8,168 * 0.1 0.009 0.9 N/A N/A 16 0. Ian II 8,031 * 0.1 0.009 0.9 N/A N/A 16 0. Ian Sulfate 10,038 * 0.1 0.01 1.0 N/A N/A 16 1. 9,157 * . ND (<0.01) 0.001 0.1 N/A 20 8 0. eytone N/A N/A N/A N/A N/A N/A N/A N, BHC (Lindane) 1,080 ND (<0.05) 0.0006 0.06 5.4 20 8 0. chlordane 140,000 0.1 0.14 14.0 0.54 5 80 0. Ior 12,000 ND (<0.01) 0.0010 0.1 0.16 40 8 0. Ior epoxide 220 ND (<0.01) 0.0002 0.02 0.077 0.8 8 0. chlor 25,637 35.0 9.0 900 N/A 400 80 ** N/A N/A N/A N/A N/A N/A N/A N~ n 760 1.5 0.012 1.2 N/A 500 8 1. 1,' 17,510 * 0.1 0.1 10.0 1.0 N/A 160 (S rinated dibenzoo N/A N/A N/A N/A N/A N/A N/A N/ =CDF) 2,600 0.26 0.007 0.7 N/A 600 330 0.' 53 35 0.019 1.9 N/A 200 330 1 .! )le Soil Concentration Cs -- fx Cw x Koc ,~anup Objective = Cs x Correction Factor (CF) available · l coefficient is calculated by using the following equation: N/^ 3-12 ** 0.1 7.5 or SB N/^ 15-600 2.0 300 or SB n N/A 0-1.75 0.05 0.16 (HEAST) or SB ~ N/A 0.1-1 0.05 1 or SB N/A 130 - 35,000 *** 50.0 SB m N/A 1.5-40'* 0.1 10 orSB N/A 2.5 - 60 ** 0.5 30 or SB N/A 1 - 50 0.25 25 or SB N/A N/A 0.1 *** N/A 2,000 - 550,000 1.0 2,000 or SB N/A .... 0.03 SB ium N/A 100 - 5,000 ' 50.0 SB ese N/A 50 - 5,000 0.15 SB N/A 0.001 - 0.2 0.002 0.1 N/A 0.5 -25 0.4 !13 or SB ~m N/A 8,500 - 43,000 ** 50.0 SB n N/A 0.1 - 3.9 0.05 2 or SB N/A N/A 0.1 SB N/A 6,000 - 8,000 50.0 SB i N/A N/A 0.1 SB m N/A 1-300 0.5 150 or SB N/A 9-50 0.2 20 or SB O,me forms of metal salts such as Aluminum Phosphide, Calcium Cyanide, Potassium Cyanide, Copper cyanide, Sodium cyanide, Zinc phosphide, Thallium salts, Vanadium pentoxide and Chromium (VI) compounds are more lease refer to the USEPA HEASTs database to find cleanup objectives if such metals are present in soil. o~background ~t available contract required detection limit which is approx. 10 times the CRDL for water. ~ork State background forms of Cyanide are complex and very stable while other forms are pH dependent and hence are very unstab 3rm(s) of Cyanide should be taken into consideration when establishing soil cleanup objective. ground levels for lead vary widely. Average levels in undeveloped, rural areas may range from 4-61 ppm. Aver~ ~nd levels in metropolitan or suburban areas or near highways are much higher and typically range from 200-50 ommended soil cleanup objectives are average background concentrations as reported in a 1984 survey of ref( ~3y E. Carol McGovern, NYSDEC. DECOMMISSIONING PLANS FOR THE TOWN OF SOUTHOLD SCAVEN WASTE FACILITY SUFFOLK COUNTY, NEW YORK JANUARY 2005 LONG ISLAND SITE SITE LOCATION MAP SCALE: 1" = 800' ± GREENPORT STATION GREENPORT HARBOR PARCEL III 0.21 Acres PARCEL Il 0.06 Acres POND 1.27 Acres WATER ~ TOWER"' PARK (BALL- FIELDS) PROJECT LOCATION MAP SCALE: 1" = 200' + HIGH SCHOOL INDEX OF LKMA DRAWINGS H2M REFERENCE DRAWINGS H2M REFERENCE DRAWINGS COVER SHEET 1 COVER SHEET 24 SLUDGE, SCUM WET WELL PLAN & SECTIONS SCOPING PLAN WITH PARCELS 7 SiTE WORK- DETAILS 25 DIGESTER BUILDING PLAN, ELEVATIONS, SECTIONS & DETAILS SITE DEMOLITION PLAN '10 G.C.-TREATMENT/ADMINISTRATIOM BUIILDING ELEVATIONS 26 DIGESTER TANK PLAN, SECTION & DETAILS SITE RESTORATION ' PARCEL t tl G.C.-TREATMENT/ADMINISTRATION BUILDING FLOOR PLAN & DETAILS 28 OPEN SLUDGE DRYING BEDS- PLAN, SECTION & DETAILS SITE RESTORATIONS - PARCELS 2 & 3 16 EQUALIZATION TANK-SECTIONS & DETAILS 29 COVERED SLUDGE DRYING BEDS-PLAN, SECTION & DETAILS 17 HEAD BOX, FLASH MIX & FLOCCULATIOIN TANK PLANS & SECTIONS 30 COVERED SLUDGE DRYING BEDS-ELEVATIONS & DETAILS t8 HCL, FeCL, AND FUEL OIL TANK SECTIONS & DETAILS 19 PRIMARY SETTLING TANK PLAN, SECTION & DETAILS PREPARED BY: 20 ROTATING BIOLOGICAL DISC PLAN., SECTION & DETAILS ~,. ~. ~_.C._~L~...~I~ .ZtSSOC_T.~TES, P.~. ' CONSULTING ENGINEERS 2'1 SECONDARY SETTLING TANK PLAN, SECTION & DETAILS 4 3 7 s 0 u T H C O U N T R Y R O A D 22 EFFLUENT WET WELL PLAN & SECTIONS ~.KMA FILE No, 10038.000 (04057.000) E o6 THE 1 OF TO OF ALL OF ALL AND OF ALL BUT' S~ ALL1 HG GRASS L~ TO TO SCOPE FILL TO OF TO THE OF !ES TO AND CAP OF ALL AND TOPSOIL GRADES BUT HOT AND BED LAYERS GRASS SEED SCOPE OF TO AND FILL ALL RESTORE TO OF: OF OF BUT NG DATE DY DESCRIPTION APPROV. BY BEV~S:0NS TOWN QF ~1~ ~ HOLD SU~'()L~{ COUNTY, I~L~ YORK Approved By: JFC File ?,!o. 0405%00 EXISTING LEACHING ~ SAWCUT ALONG POOLS TO REMAIN EDGE OF ASPHALT AND BE PROTECTED EXISTING ENTRANCE ROAD k,, PAVEMENT POOLS / ~x DEMOLITION NOTES: ~~ ~ 1. SAWCUT ASPHALT DRIVEWAY AT ROADWAY, FULL DEPTH. REI ~13 2. REMOVE ASPHALT PAVEMENT AND SUBBASE MATERIAL. 3.REMOVE CONCRETE PAVEMENT AND SUBBASE MATERIAL. ~TER S.S.~6 4.REMOVE WAL~AYS, STEPS AND PADS - CONCRETE AND T.T. 28.0 F.F. 16.33 (SEE ASPHALT SEE REFER. ~ NOTE~13) 5.REMOVE VAULTS, PITS AND WET WELLS LOCATED WITHIN THE WORK AREA - COMPLETE ~SEE REFER. (SEE ~L'.EACHIN~ 6. REMOVE ALL BUILDINGS AND THE CONNECTING PIPING, ~ POOL / UTILITIES AND CONNECTING MECHANICAL SYSTEMS. ME~UILDING //' 7.REMOVE ALL TANK STRUCTURES AND THE CONNECTING TREAT / PIPING, UTILITIES AND CONNECTING MECHANICAL SYSTEMS. ~ F.F. EL. 1~5 & 19.5 / (SEE~ 8.ALL PIPING, MANHOLES, VALVES, CONDUITS, ETC. ENCOUNTERED DURING DEMOLITION SHALL BE EXCAVATED NOTE~I 3 REFER. DWG.~I 1 FOR ~ AND FOLLOWED FOR COMPLETE REMOVAL ALONG THE E REI ER. ~ TREATMENT EQUIPMENT ~ ENTIRE RUN WITHIN THE LIMITS OF DEMOLITION. ", DETAILS % ~ 9.THE CONT~CTOR SHALL BE RESPONSIBLE FOR ~ ~ TERMINATING EXISTING UTILITIES INTO THE SITE PRIOR TO ,., ~ DEMOLITION. (SEE %~ ~ ~ ~ ~ 10.ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE NOTE~I ~ ~ ~ ~ SITE. BURYING OF DEBRIS ON SITE IS NOT PERMITTED. NOTI I ,-- ~ 11,NO PIPING OR CONDUITS ARE TO BE ABANDONED IN P~CE. ~S 1 12.EXISTING T~ILER IS TO BE REMOVED BY OWNER. // ~ EE ,~ 13. SOIL SAMPLING & ANALYSIS AS PER SECTION 02316 IN ~ ~ O O SPECIFICATIONS. ALL SOIL SAMPLE (S.S.) LOCATIONS AS ~3 SHOWN ON P~N. -'/ 8EH REFER, KEY: ~ ~20 EQUALI~TION i ~ TREATMENT STRUCTURES PRIMARY ~ s.wu.~ / ~ TANKS ASPHALT PAVEMENT DISC UNITS ~' T.T. EL. 16;97 . 9/ ~ S S.~13 APPROV. '8 ," SEE~REFERT. --~~,, '~'- NO, TE#13) ~ eEW~mI~S ~ ',7, S S #' '~ ~_ , ', ~ -~ TOWN OF SOUTHOLD - -~. (SEE r , , ~ ',~ ?~ ~ SWFOLZ<COUNT¥,NEWYO]~.Z~ NOTE#13 ~, ~ -- _ _ ~~ .... ~_ _ _ --~, ..... ~ ..... ~ .... ~_ _ _ _ ~ _ _ _ ~(x ~ ] SITE DEMOLITION PL~ ' LIMITS OF DEMOLITIONAND AREA 30,5 E %.' ./ / DRAIN ~-\ INLET & LEACHING S.S.#1 S.S.#2 EXISTING ENTRANCE ROAD >< S.S.#3 S.S.#8 S.S.#7 REMOVE & RESTORE TO (6- PROPOSED AREA S~9 T FILL AS REMOVE 3, ) IMPORT ( FH,L AS NEEDED TO MEET ¢AS S.S.#10~ ~ WOODED AREA REMAIN S.S.#1 S.S.¢ S.S.#15 X S.S.#14 X S.S.#13 >< S.S.#5 >< C 3.S.#6 X X X ' WOODED 'AREA T© REMAIN NOTES: 1. UPON REMOVAL OF ALL PROCESSING STRUCTURES, TANKS, PIPING, ASPHALT PAVEMENT AND CONCRETE PAVEMENT, THE CONTRACTOR SHALL REMOVE ANY AND ALL UNDERLYING SOILS THAT DO NOT MEET NYSDEC TAGM 4046 SOIL CLEANUP OBJECTIVES. 2. PROPOSED RESTORATION CONTOURs REFLECT EXISTING CONTOURS SHOWN ON "SITE PLAN" PREPARED BY (H2M) HOLTZMACHER, McLENDON & MERRELL, P.C. OF FEB. 1983. DATE BY DESCRIPTION REVISIONS APPROV. BY SITE RESTORATION - PARCEL 1 L. K.. McL~4N ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SO. COUNTRY ROAD, BR00K}IAVEN, NE~ YORK Designed By: CFD/DCJ I Scale: 1"=10' D;g. Drawn By: LV~Y/EPA Date: January, ~005 No, PARCEL 2 ::::::::::::::::::::::::: ~~~J~ :'5:'"'":": ::::::~ ~xs~~ W:::::::: 2-'-::::::::. :::::::~ 5 ~ ~-"~ ~~.:4.>'.-.-r.'.-,'.-.'.'..-.' '.'.-, .'. :- ~ u~ ?--~.~ ~-;-~-'- -'-'-'-' '-'. ::::::~::..;.:.:.; :.:...:.: :.:: .:. ~ .~ ........... · .-...- -.-.-....-........ :::::::::::5: :::: : :::::: · 2.X-X.X-2 .2-- 2 ''- 2 EXISTING D~YING BEDS :~:~ ~:: ::: .:.:. SEE REFER. DWG.#29 FOR PLAN AND DETAILS OF BUILDING "$',S::'./t '-" ....' · . ............ ...... ,,,,.,.,=,,.~.-,:.:.:.~....... · ~i 's's.~.'~g.~ ' :':'-":""'":":.:-'.::i:i~-'-'.' -' ~SE~...,...................-..:::::~....... x-' '::::::::':':.o :: .-... ..... -.,' ~'w-.-.NOT. r_~.~i). ..... '""" .............. .':.':::.::~ '"' i:!:ir~i~'~.~:~.:'~'~:i'-"'"' !:i: ..... ~ \: .......... '" ....................... ........... :~' ADD FH,T, ....... :::::~[il~:~'~"~,:i:::i ::i:: ....... ....... ~' ........... i~.::'! TOPSOIL AND ......... .'r %::::i ........ ~. ~, ~:::: HYDROSEED TO ......... .//~' _~ ~ .... MEET EXISTING ........ · . .t .~g: ........ . ....... " SURROUNDING ..... '' '" '' : ................ ~' ~0~.~',~¢ .,- =~ .... :i'""::: :."' · . · -.-... .../' . . ..... '::: ..... : ADD FILL ' ' ' :' TOPSOIL AND ' -.-.-. :HYDROSEEiD TO::::: ' " · SURROUNDING .... · · · ....... · · · GRADES " EXIS · PAl CEL 2 RESTORATION PARCEL 3 ........ .......... ......... NOTES: 1. UPON REMOVAL OF ALL PROCESSING STRUCTURES, TANKS, PIPING, ASPHALT 'C //~.~,~.~'/ PAVEMENT, CONCRETE PAVEMENT AND CONCRETE WALL AS PER DETAIL CONCRETE WALLS, THE CONTRACTOR SHALL ON REFERENCE DRAWING #28 REMOVE ANY AND ALL U1NDERI,YING SOH,S THAT DO NOT MEET NYSDEC TAGM 4046 SOIL CLEANUP OBJECTIVES. EXISTING GRASS DATE BY DESCRIPTION APPROV. BY REVISIONS __ 2.SO1L SAMPLING & ANALYSIS AS PER SECTION TOWN OF SOUTHOLD I O N ~ 02316 IN SPECIFICATIONS.. ALL SOIL SAMPLE SUFFOLK COUNTY, NEWYORK (S.S.) LOCATIONS AS SHOWN ON PLAN. SCAWN~a WASTE FACILITY DECOMMISSIONING PLANS 3.EXISTING GRADES ARE APPROXIMATE BASED SITE RESTORATION - PARCELS 2 & L. K. MoLEAN AS$OCIA~E~, P.C. CONSULTING ENGINEERS ~, UPON It2M'S REFERENCE DRAWINGS 28&29. THE ~a7 ~o. COlJ~TR¥ ROAD. BRO,,0I~_.Vg~. CONTRACTOR IS RESPONSIBLE TO RESTORE Designed By: CFD/DCI Beale: 1 =10 J Dwi. No. PARCELS TO EXISTING GRADE IN ~FIELD. Drawn By: IACf/EPA Date: January, i~005 SOUTHOLD NEW YORK TREAT:'M:EN:T ,/ 'Z 'ACt I J~ 'J J Ii I -I I I ;'!'h "; ' ': ,$, O~LY,A~TRB AC~TAN~.B~ THK'~NGIN~ER AS TO WATER- 4. ALL WATER R~QU~R~D FOR TESTING SHALL B= PROVIDED ~O TH~ CONTRACTORAT NO EKPENSR. WATER SHALL BE DISPOSEDOF F .: ' ,, ,:, ::: z_..&'- zo' i B II :8OAVENG ;R WA8~ ~REATMEN?. FAC~.L:'-. 2. PAZNTiNG-OF~N~DRIOR AND BXTERIOR OF ~ANKS SH~LL';B~ ', .'' 3. ~W(3' IN~t{ES' ~ OF, 6ROUT S~ALL BE SCREED IN PLACE~ W.TH'r - SHO%VN h _AIR PIPING & DISC SECTION~ r ' f ((N' . {, g;'1 t',t*' y A'i - .. rF/r N0rq aNS / . ' b rfA'iMME?WlSCt1M d[ADE II�I�.L I I I\I I �� °t ,�,4 1 ';, Imo,F V 1 , //r2"!,ROUT rTYP)� II - �I��/I r Ges.10, ID,- Lle:uitmtap r - _ ." W10,1 9 (rYP.) �al d I` f '.' :, s Y : SCUD! LPOUC,H K/CKPCATE' _ _____, _, - ___---- - _A__I - _- ti n- ?R I,._ ,, ":?�, ri n r : I _ .. - , '<d! 1' i r -"/f 9"CC. ,'i 'L: /'t --HA.L(o.PA/G'S 4V�sr9NCN/bNSr : !~' +/ La:.`r� ,u ,�®7R- „ CU FF r 1 1l _ TOP OF/RNIC EL ./2,7 + ' e' « , .. y+. ,S MBA LE ., Moro)7- ,.DrsJL/ i':;,, � I t a a, :o, n -. .,., , .. . .'✓tea, _ z,>±:n+1N JN ft N19rd F I :r r C..n.h .*'q•MIgiiAIW"r., , . , , _e al 1"" a, a - - - C CKE - ,- o k{Yfl. yjl t �. - . . - , I - L LATE WATEL'SU.P EL /6 Z,2,rt ,. :. < :_ '' : - - s Ree \ .: ,, ` " HE rPE7J SiEtr I •::: - . ,. ADJU TA ' 'W7t ,FJir +'.h kifR., u d u L .. 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