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Planning: Alternate Grading Material;Test Pit Program
SEP-17-98 18:26 FROM: ID: 649045 PAGE 1/3 41 C t P041VILECE AND CONM&MALJTY Nolft The WOM800n Ih tPI ' gilt It lhfondod f6f #WI ha reCblehts Only. It may ' In�I�M led awl tltt �ti Cavi rka m�I et. If you have the .t to etlEl' t u8 immediately by as 0611ki tellgtiia91�1 nd 364.9890 and retum the 6molnal t0 thetlilltd8t dhCONSULTINQ We Will reimburse you f6t pump. baa him 111MIUCCI Contents to anyoni. Thkhk-you. ENGINEERSIF 330 Crossways Park Drive,Woodbury,NNW York, 11797-201!3 518.384.9890 a Fax:516.384-9045 D&B FAX NO: (518) 364-9045 DATE: App COMPANY NAME : A';n ATTENTION: ' Jim N �,l�� T FAX NO.: F ate-- ROM. SUBJECT: _ JOB#: , 8xf V NO. OF PAGES. , (iracludkV cover sheet) xy MESSAGE: 4K �r YY f- _T A y W eAL eoc. Pe F � k' Wd 11 +1 ifL Ask A a S �t L-01wri lb" J G 6hNiAl mac• F eye. w� THANK YOIj: po- yti Al to ---o DIVISION OF WILLIAM F 09UUCH A$30CIATES,P.C. b +° . • 5. SEP- 17-98 18: 27 FROM: Ib' 5049045 PAGE 2/2 New York State Department of Environmental Conservation Division of Solid & Hazardous Materials, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 John P. CAW Phone: (516) 444-0375 FAX: (516) 444-0231 comiMtssloM& August 12, 1998 Ms. Jean W. Cochran Supervisor Town of Southold Town Hall 59095 Main Road Southold,New York 11971 Subject: Use of Glass Sand in Southold Landfill as Contour Grading Dear Ms. Cochran: The New York State Department of Environmental Conservation (NYSDEC) has ieviewed you request made in a letter dated July 27, 1998 to use a glass sand aggregate generated by Waste Minaotneig as contour material for the Southold Landfill. Based on evaluation of the geoEechnical, chemical and flash point analyses proAded *ith y0hj request,the Department approves the use of the glass Und as contottr material with the following doWdifs: t I.) The source of the glass sand is only from Waste Management,6 Aftyclitrg Center located in Brooklyn,New York. If the Town of Southold l vlsltes to utilize glass sand from another source, the 'down will need to *quest approval from the Department. 2.) The amount of glass sand accepted must be documented Abd should be limited to the atriount necessary to achieve the minimum slope tequited frit the landfill closure,taking into account post-closure settlement. 3.) The revenues received by the Town for acceptance of the glass sated must be documented since these revenues could impact the amount of State funding this landfill may receive for closure. 4.) The use of the glass sand in the final design of the landfill must conform to the guidelines and restrictions identified in the New York State Department of Transportation Engineering bulletin (EB 94-039) SEP- 17-98 18: 29 FROM: I e sa49045 PAti$ :2/: If you have questions or additional concerns, please contact Ernest Lampro of my staff at 516-444- 0388. Sincerely, Anthony Regional Solid and Hazardous Materials Lngineer cc: Alice Hussie,Town of Southold Gregory Yakaboski,Town of Southold James Bunchuck,Town of Southold Melissa Treers, NYSDEC, Albany Tom Wher,D&B David Blass,D&B file: 52S17 �i Av i �Y i" 6 s i OCT-14-99 13 :43 FROM: ID: PACE 1/3 WASTE MANAGEMENT OF NEIN YORK FACSIMILE COVER SHEET This facsimile contains CONFIDENTIAL INFORMATION, which may also be LEGALLY PRIVILEGED and which is intended only for the use of the addressee(s) named below. If you are not the intended recipient of this facsimile, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified chat any dissemination or copying of this facsimile is prohibited. If you have received this facsimile in error, please notify us by telephone and return the original to us at the below address via the U.S. POSTAL SERVICE.Thank you. TO: C/� .�,�� DATE: _/gam%1 COMPANY: FAX #: �- 2 PAGE OF MESSAGE vd, 123 Varick Avenue,Brooklyn,New York 11237 Telephone: 718-386-7900 Ext. Fax: 718-533-5170 OCT-14-98 13 :43 FROM: • ID: • PACE 2/3 4UPIrRVISOR SAFFO( JEAN W.COCHRAN COUNCILPE�t80Na �+� G'y ALICE J.HU89IE p Town Hall, 531)95 Main Road JUSTICE LOUISA P.EVANS H a P.O. B�)x 1179 Southold, Ne ov York 11971 WILLIAM A'MUdRE y� ~ �. Telephone(516)765-1891 JOHN A1,ROMANELLI BRAN G.MLTRpHy Fax(516)765.1823 September 30, 1998 TOWN BOARD TOWN OF SOUTHOLD Charlie Guzman Waste Management of NY Inc. 123 Varick Ave. Brooklyn, NY 11237 Dear Mr. Guzman- I am writing in response to your offer to deliver glass sand to the Town of Southold for use as grading material at the Cutchogue landfill. As you discussed with Jim Bunchuck, your offer is to deliver the glass sand,when io:is available, at no cost to the Town. The Town is prepared to accept the sand on this basis. Shoidd this be acceptable,Waste Management will also agree to the following: 1) The source of the glass sand delivered to the Town shall be exclusively Was:e Management's Recycling Center located in Brooklyn, New York. 2) The glass sand delivered to the Town shall possess the same chemical and physical/geotechnical characteristics as the test loads delivered to the Town :n December 1997 and as described in representative sample analyses sent to the Town (specifically, a sieve analysis showing 99`/0 of the sand at 3/8" or less in size), and a chemical analysis by Accredited Laboratories, Case No. 6064). 3) The glass sand must tweet the guidelines for waste glass gradation and characteristics as specified in the New York State Department of Transportation(DOT)Engineering Bulletin(EB 94-039). _ . _ ...... 4) Waste Management shall provide to the Town results of geotechnical analyses(grain size distribution—ASTM D422 and Standard Proctor ASTM D698)representative of each 5,000 cubic yards to be delivered to the landfill. Waste Management shall G-,rtify to the accuracy of each test report with respect to material to be delivered to the landfill. The results of the geotechnical analyses shall be provided prior to delivery of the material, which they represent. 5) Employees at the Town landfill will inspect each load delivered for compliance with the DOT requirements. The Town reserves the right to reject any load for non-o)mpiiance, in which case the load will not be dumped,but will be removed from the landfill by Waste Management at no cost to the Town. OCT-14-98 13 :44 FROM: IO: PACE 3/3 ~ wastc Mampiment Glass Sand P2 6) Waste Management of NY agrees to indemnify the Town of Southold for any damages, environmental or monetary, arising as a result of chemical contaminants contained in one or more loads of glass sand delivered to the Cutchogue landfill, including payment of any fines, damages to third parties, and remediation of environmental damages. 7) If requested by the Town, Waste Management will agree to provide the Town with 24 hours advance notice of the time, date, and quantity of each delivery. 8) Waste Management will comply with all applicable federal, state, and local laws and regulations concerning transportation of glass sand. 9j Either party may terminate this agreement, for any reason,with at least 24 hours notice to the other party. Such-termination-will.not absolve either party of their-resp)Asibilities under this agreement while the agreement was in effect. A signed copy this letter will constitute a contract between Waste Management and the Town of Southold. Please sign below if the above terms are acceptable, and return a copy to me. Upon my receipt of the signed contract, deliveries of glass sand to the landfill may begin at any time. You should contact Mr. Bunchuck at(516) 734-7685 to coordinate,delivery schedul-s. Please let me know if you have any questions. Sincerely, Alice J. Hussie Councilwoman I (we)agree to the bove terJA s for delivery of glass sand to the Town of Southold. Gd (. ' l a Alice J. Hussie, "iwoman Date _ Chair, Solid W Task Force, Sol'�Vaae Li o to the Town loolz (type name) Date Waste Management of New York, Inc. SUPERVISOR , $UF f O�� 0(�► JEAN W.COCHRAN CO COUNCILPERSONS �� � Town Hall,63096 Main Road ALICE J.HUSSIE P.O.Box 1179 JUSTICE LOUISA P.EVANS Southold,New York 11971 WILLIAM D.MOORE �,j, Tolophons(618)765-1891 JOHN M.ROMANELLI ��! �� Pas(616)766-1829 BRIAN G.MURPHY September 30, 1998 TOWN BOARD TOWN OF SOUTHOLD Charlie Guzmano Waste Management of NY Inc. 123 Varick Ave. - Brooklyn,NY 11237 Dear Mr. Guzmano: I am writing in response to your offer to deliver glass sand to the Town of Southold for use as grading material at the Cutchogue landfill. As you discussed with Jim Bunchuck, your offer is to deliver the glass sand,when it is available, at no cost to the Town. The Town is prepared to accept the sand on this basis. Should this be acceptable, Waste Management will also agree to the following: 1) The source of the glass sand delivered to the Town shall be exclusively Waste Management's Recycling Center located in Brooklyn, New York. 2) The glass sand delivered to the Town shall possess the same chemical and physical/geotechnical characteristics as the test loads delivered to the Town in December 1997 and as described in representative sample analyses sent to the Town(specific8lly, a sieve-analysis showing 990/6 of the sand at 3/8" or less in site), and a chemical analysis by Accredited Laboratories, Can No. 6064). 3) The glass sand must meet the guidelines for waste glass gradation and characteristics as specified in the New York State Department of Transportation(DOT)Engineering Bulletin(EB 94-039). 4) Waste Management shall provide to the Town results of geotechnical analyses(grain size distribution—ASTM D422 and Standard Proctor ASTM D698)irepresis ativn of each 5,000 cubic yards to be delivered to the landfill. Waste Management sltall C"fy to the accuracy of each test report with respect to material to be delivered to the landfill. The results of the geotechnical analyses shall be provided prior to delivety of ft MatNK which they represent. j 5) Employees at the Town landfill will inspect each load delivered for compliance with the DOT requirements. The Town reserves the right to reject any load dor non-compliance, in which case the load will not be dumped,but will be removed flrom the landfill by Wade Management at no cost to the Town. E r i Waste Management . • Glass Sand P 2 6) Waste Management of NY agrees to indemnify the Town of Southold for any damages, environmental or monetary, arising as a result of chemical contaminants contained in one or more loads of glass sand delivered to the Cutchogue landfill, including payment of any fines, damages to third parties, and remediation of environmental damages. 7) If requested by the Town, Waste Management will agree to provide the Town with 24 hours advance notice of the time, date, and quantity of each delivery. 8) Waste Management will comply with all applicable federal, state, and local laws and regulations concerning transportation of glass sand. 9) Either party may terminate this agreement, for any reason, with at least 24 hours notice to the other party. Such termination will not absolve either party of their responsibilities under this agreement while the agreement was in effect. A signed copy this letter will constitute a contract between Waste Management and the Town of Southold. Please sign below if the above terms are acceptable, and return a copy to me. Upon my receipt of the signed contract, deliveries of glass sand to the landfill may begin at any time. You should contact Mr. Bunchuck at (516) 734-7685 to coordinate delivery schedules. Please let me know if you have any questions. Sincerely, Alice J. Hussie Councilwoman I (we)agree to thebove t rms for delivery of glass sand to the Town of Southold. Alice J. Hussie, ncilwoman Date Chair, Solid Wa t Task Force, Solid Waste Liao to the Town (type name) Date Waste Management of New York, Inc. rt Waste Management of New Yor `s 123 varick Avenue Brooklyn,New York 11237 A Waste Management Comp*ny Phona 7161366.7900 Fax 716/S33.5170 1 k y DATE : September 30, 1998 A r T0: Jim Bunchuck FROM . Tina Letosky PE- DRAFT AGREEMENT Jim, as per Charlie Gusmano, Waste Management would like to discuss the following issues in the Draft Agre?ment: Item 1 : Paragraph 2, 100 tons per week for a period of six months, what if we wish to ship tnotal This would be a minimum of 2600 tone. We dd not with to guarantee a minimum. Item 2 : page 2 item 8, if shipments become too infrequent, Waste Management has the right k: to cancel contract. Please call me at your earliest convenience to diSCU641 the above. n t 4 r DCA tic I0g28527 . DCA Lie #0928528 a division of WM of New York, Inc. 1/1 3Dttd 'at DRAFT 9/24/98 Charlie Guzmano Waste Management of NY Inc. 123 Varick Ave. Brooklyn,NY 11237 Dear Mr. Guzmano: I am writing in response to your offer to deliver glass sand to the Town of Southold for use as grading material at the Cutchogue landfill. As you discussed with Jim Bunchuck, your offer is to provide the glass sand, including its shipment to Cutchogue, at no cost to the Town, at a rate of at least 100 tons per week for a period of six months(26 weeks). This would be a minimum of 2600 tons. The Town is prepared to accept the sand on this basis. Should this be acceptable, Waste Management will also agree to the following: 1) The source of the glass sand delivered to the Town shall be exclusively Waste Management's Recycling Center located in Brooklyn,New York. 2) The glass sand delivered to the Town shall possess the same chemical and physical/geotechnical characteristics as the test loads delivered to the Town in December 1997 and as described in representative sample analyses sent to the Town(specifically, a sieve analysis showing 99% of the sand at 3/8" or less in size), and a chemical analysis by Accredited Laboratories, Case No. 6064). 3) The glass sand must meet the guidelines for waste glass gradation and characteristics as specified in the New York State Department of Transportation(DOT)Engineering Bulletin(EB 94-039). 4) Waste Management shall provide to the Town results of geotechnical analyses(grain size distribution—ASTM D422 and Standard Proctor ASTM D698)representative of each 5,000 cubic yards to be delivered to the landfill. Waste Management shall certify to the accuracy of each test report with respect to material to be delivered to the landfill. The results of the geotechnical analyses shall be provided prior to delivery of the material which they represent. 5) Employees at the Town landfill will inspect each load delivered for compliance with the DOT requirements. The Town reserves the right to reject any load for non-compliance, in DRAFT 9/24/98 Charlie Guzmano Waste Management of NY Inc. 123 Varick Ave. Brooklyn,NY 11237 Dear Mr. Guzmano: I am writing in response to your offer to deliver glass sand to the Town of Southold for use as grading material at the Cutchogue landfill. As you discussed with Jim Bunchuck, your offer is to provide the glass sand, including its shipment to Cutchogue, at no cost to the Town, at a rate of at least 100 tons per week for a period of six months(26 weeks). This would be a minimum of 2600 tons. The Town is prepared to accept the sand on this basis. Should this be acceptable, Waste Management will also agree to the following: 1) The source of the glass sand delivered to the Town shall be exclusively Waste Management's Recycling Center located in Brooklyn,New York. 2) The glass sand delivered to the Town shall possess the same chemical and physical/geotechnical characteristics as the test loads delivered to the Town in December 1997 and as described in representative sample analyses sent to the Town(specifically, a sieve analysis showing 99%of the sand at 3/8" or less in size), and a chemical analysis by Accredited Laboratories, Case No. 6064). 3) The glass sand must meet the guidelines for waste glass gradation and characteristics as specified in the New York State Department of Transportation(DOT)Engineering Bulletin(EB 94-039). 4) Waste Management shall provide to the Town results of geotechnical analyses(grain size distribution—ASTM D422 and Standard Proctor ASTM D698)representative of each 5,000 cubic yards to be delivered to the landfill. Waste Management shall certify to the accuracy of each test report with respect to material to be delivered to the landfill. The results of the geotechnical analyses shall be provided prior to delivery of the material, which they represent. 5) Employees at the Town landfill will inspect each load delivered for compliance with the DOT requirements. The Town reserves the right to reject any load for non-compliance, in Waste Management • ��1` 17 1 �/ Lf p�� g / Glass Sand P2 which case the load will not be dumped, but will be removed from the landfill by Waste Management at no cost to the Town. 6) Waste Management of NY agrees to indemnify the Town of Southold for any damages, environmental or monetary, arising as a result of chemical contaminants contained in one or more loads of glass sand delivered to the Cutchogue landfill, including payment of any fines, damages to third parties, and remediation of environmental damages. 7) If requested by the Town, Waste Management will agree to provide the Town with 24 hours advance notice of the time, date, and quantity of each delivery. 8) The Town reserves the right to cancel delivery of any load of glass sand for any reason with at least 24 hours notice to Waste Management. The Town will not require Waste Management to make up for deliveries cancelled by the Town. 9) All applicable federal, state, and local laws and regulations concerning transportation of glass sand will be complied with by Waste Management. A signed copy this letter will constitute a contract between Waste Management and the Town of Southold. Please sign below if the above terms are acceptable, and return a copy to me. Upon my receipt of the signed contract, deliveries of glass sand to the landfill may begin at any time. You should contact Mr. Bunchuck at(516) 734-7685 to coordinate delivery schedules. Please let me know if you have any questions. Sincerely, Greg Yakaboski Town Attorney I(we)agree to the above terms for delivery of glass sand to the Town of Southold. Jean W. Cochran, Supervisor Date Town of Southold (type name) Date Waste Management of New York, Inc. Waste Management Glass Sand P2 which case the load will not be dumped, but will be removed from the landfill by Waste Management at no cost to the Town. 6) Waste Management of NY agrees to indemnify the Town of Southold for any damages, environmental or monetary, arising as a result of chemical contaminants contained in one or more loads of glass sand delivered to the Cutchogue landfill, including payment of any fines, damages to third parties, and remediation of environmental damages. 7) If requested by the Town, Waste Management will agree to provide the Town with 24 hours advance notice of the time, date, and quantity of each delivery. 8) The Town reserves the right to cancel delivery of any load of glass sand for any reason with at least 24 hours notice to Waste Management. The Town will not require Waste Management to make up for deliveries cancelled by the Town. 9) Waste Management will comply with all applicable federal, state, and local laws and regulations concerning transportation of glass sand. A signed copy this letter will constitute a contract between Waste Management and the Town of Southold. Please sign below if the above terms are acceptable, and return a copy to me. Upon my receipt of the signed contract, deliveries of glass sand to the landfill may begin at any time. You should contact Mr. Bunchuck at (516) 734-7685 to coordinate delivery schedules. Please let me know if you have any questions. Sincerely, Alice J. Hussie Councilwoman I (we)agree to the ab ve terms for delivery of glass sand to the Town of Southold. C C91 2 Alice J. Hussie, uncilwoman Date Chair, Solid Wast Task Force, Solid Waste Li' s n to the Town Board (type name) Date Waste Management of New York, Inc. �$v�c James Bunchuck ��� �y P.O. Box 962 d Solld Waste Coonlinator Cutdingun, New York 11935 Tel.: (516) 734-7685 Oy ! Fax: (516) 734-7976 a dol � ,dao SOUTHOLD TOWN SOLID WASTE DISTRICT t' BUUTHOLD TOWN SOLID WASTE DISTRICT 3, FAX TRANSMITTAL 0 Number of pages including this sheet x DATE, TO 1c2 ��l S5 _ FAX#es FROM*V:�,d4 IQ4/Z C,k �v�c MFSSAG1 i C4 /50 A;r e �Hi 1!2-- I-V t/ ► w For verification or questions please call 516-734-7685 . ai Wd".3 14H 114JIWW t L U kt• G t tv!Zvi cr1 DRAFT 9/22/98 Charlie Guzmano Waste Management of NY Inc. 123 Varick Ave. Brooklyn,NY 11237 Dear Mr. Guzmano: I am writing in response to your offer to provide glass sand produced by your facility to the Town of Southold for use as grading material at the Cutchogue landfill. As you discussed with Jim Bunchuck, your offer was to provide the glass sand, including its shipment to Cutchogue, at no cost to the Town, at a rate of at least 100 tons per week for a period of six months(26 weeks). This would be a minimum of 2600 tons. The Town is prepared to accept the sand on this basis. Should this be acceptable, Waste Management will also agree to the following: 1) The glass sand must be of similar characteristics to the test loads delivered to the Town in December 1997 and as described in representative sample analyses sent to the Town (specifically, a sieve analysis showing 99% of the sand at 3/8" or less in size, and a chemical analysis by Accredited Laboratories, Case No. 6064). 2) The glass sand must meet the guidelines for Waste Glass gradation and characteristics as specified in the New York State Department of Transportation(DOT)Engineering bulletin(EB 94-039). 3) Employees at the Town landfill will inspect each load delivered for compliance with the DOT requirements. The Town reserves the right to reject any load for non-compliance, in which case the load will not be dumped, but will be removed from the landfill by Waste Management. 4) Waste Management of NY agrees to indemnify the Town of Southold for any damages, environmental or monetary, arising as a result of chemical contaminants contained in one or more loads of glass sand delivered to the Cutchogue landfill, including payment of any fines, damages to third parties, and remediation of environmental damages. A signed copy this letter will constitute a contract between Waste Management and the Town of Southold. Please sign below if the above terms are acceptable, and return a copy to me. Upon • Waste Management Glass Sand Agreement p.2 my receipt of the signed contract, deliveries of glass sand to the landfill may begin at any time. You should contact Mr. Bunchuck to coordinate delivery schedules. Please let me know if you have any questions. Sincerely, Greg Yakaboski Town Attorney I(we) agree to the above terms for delivery of glass sand to the Town of Southold. Jean W. Cochran, Supervisor Date Town of Southold Date Waste Management of New York, Inc. TRF' RECYCLIPJG-bIDSIDE .L 1 -715?-44G-940E X1021 ,98 12 : 15 No .001 P .01 Wuvte Management of Now Yo k ' I23 Var,rk Avenue Brooklyn,New York 11237 A Waste Mpnp � Phone 7181386,7100 90"OA�hy Fax 7181628.7089 yrs RODUCT X ,AME.iTOP SOTL/CLEMPILL SAMPLED ON 0/04/90 u amya percent—by Wt 3/4 100 .0 1:-14OW 149 114 %.Ow, 440 r:.:.. 44 0 .',!l}s #200 14A CIFr Stan hereandem Lab. Director :?a SEP-22-99 1430 FROM: ID: S p14CT§PRIVILEGEA0849046 CGNnt)gN"I'IA The Information in this tj* 16 Int ar40d .br { tlri d DvIrka recipients only, It mlty wft irnattor. If you have r� paw and US Immediately by a co 1W to"tw w to (t3� �a 'rC�ii 364-9890 and return thll drlgiil>Itl to this ridF brt1t1. . CONSULTING ENGINEERS 330 Crossways Park Drive,WoodbUry,N6W York, 11797-2015 516-3649890 - Fax:5164649045 D&B FAX NO: (516) 364-9045 DATE: COMPANY NAME . ATTENTION: �JMf FAX NO.: • FROM: Dal 1 SUBJECT: NO. OF PAGES: .� (Including cover sheet) MESSAGE: Ari N All 3= 4 N i' �y THANK YOU: 00 A DIVISION OF WILLIAM F.COSUUCH ASSOGATES,P.C. SEP-22-98 14 : 31 FROM: • 1D: 5049O45 PA09 2/3 4 -.c DJUFT 9/22/98 =Ali �c�liVGti'C T" 4;w to I 4 s Charlie mann P&Jvjv�Ce4w s, Nm Waste ent of `� 123 variclj Ave Inc. Brooklyn, IVY 11237 I)m Mr. 4wzmano: t am writ;,� in r+ssponlK to ya,,.offer to �� sand Town of:S/►uthctld for use as Biding tn"tai At t6 As you dia4ruxxd with.lint Buttc �-- tipmeltt td Cutchn ,your oar fitatoovlde;t i gue, no cost to t at oi"at lest y Im ofsix 0o maMht tzb wftki). This Would be a odnitt orj tft' ' accept tl*land on this basis. Should this be tttttu' � oil the folbwih . �t aft mmo*m will -6 40,fi l �' 1) Thd Mass c1t+a�cxticlrlj6A i kfadil tl ' December 19jj ad Its d bal inn u' ( kc►fically, rt; ysw showing " chemical Analysis b Acxxedit affil ltd at�/� � .. y y ratori ,Cwa No 6064 � Z) Thj Masa$and t�tateet � INd iti the ► i u deliaes lb�r 1�lhb ,.� bqwwad Iletin(1:1 '04-6,30). �� � 3) v"s aat tta ' awn landfill Will in which�uiremettts. The Town reserves tett �) c4W the load Ql not be �,but will be removed fhi►ttt{* L �,� Mafia�ment.q{ tWW Gd.4 4v pi �i8, ► f a) Wake Mattagementt of1VY =m ina�dertuti y the Town ot$ mthoW A* enviranmtrttal 6r nxttttary, • • *. of More loads of ass mW derv*as a tmk otCheWeW�erl0�tf li eM to the C:t�/:tall It ttdi 1 fines. dsmAses to third pardes, and remediatiwa o�`atvirotainettf trl dWlil �bray SS signed cdpy this letter wilt constitute a contract betwem Wastes l�fim"s aW tha t&"6t Southold��em sign,below if the above teen: i WAh fd fl1e. L) poiub� e�rll, icttid ► w , d' nl • i0y W, * A� �Wlm norl»,41 �Yw 4 bmm SEP-22-99 14 : 33 FROM: ID:0364SO4S PAGE 3/3 IVB✓I� jv° � W� I ohm Saw Apwmm y Pz MY ofthe signed varies ofgless UM to the ntac1andRll a at my tittw You should cot Mr. Buchu 9"y dehv sch eta► edulcs. Pkese let the know if you have any questions. Sincerely, Om Yaks jbosk i Town Attdrm-y I (wt)agrie to the above terms for delivery ofglase Stud to the Towh of Sabd old. Jean W. c6clum. Supervisor Town of Sbuthold Die T•YPo Dace Waste Me agement ofNew Yogi, Inc. 0 New York State Department of Environmental Conservation Division of Solid & Hazardous Materials, Region One _ Building 40 - SUNY, Stony Brook, New York 11790-2356 John P. Cahill Phone: (516) 444-0375 FAX: (516) 444-0231 Commissioner August 12, 1998 Ms. Jean W. Cochran Supervisor Town of Southold Town Hall 59095 Main Road Southold,New York 11971 Subject: Use of Glass Sand in Southold Landfill as Contour Grading Dear Ms. Cochran: The New York State Department of Environmental Conservation (NYSDEC) has reviewed your request made in a letter dated July 27, 1998 to use a glass sand aggregate generated by Waste Management as contour material for the Southold Landfill. Based on evaluation of the geotechnical, chemical and flash point analyses provided with your request,the Department approves the use of the glass sand as contour material with the following conditions: 1.) The source of the glass sand is only from Waste Management's Recycling Center located in Brooklyn, New York. If the Town of Southold wishes to utilize glass sand from another source, the Town will need to request approval from the Department. 2.) The amount of glass sand accepted must be documented and should be limited to the amount necessary to achieve the minimum slope required for the landfill closure, taking into account post-closure settlement. 3.) The revenues received by the Town for acceptance of the glass sand must be documented since these revenues could impact the amount of State funding this landfill may receive for closure. 4.) The use of the glass sand in the final design of the landfill must conform to the guidelines and restrictions identified in the New York State Department of Transportation Engineering bulletin(EB 94-039) If you have questions or additional concerns,please contact Ernest Lampro of my staff at 516-444- 0388. Sincerely, Anthony Ca ,P.E. Regional Solid and Hazardous Materials Engineer cc: Alice Hussie,Town of Southold Gregory Yakaboski,Town of Southold James Bunchuck,Town of Southold Melissa Treers,NYSDEC,Albany Tom Maher,D&B David Glass,D&B file: 52S17 ,121 123 lhrict Art rww7wK7M E ro Wvm N.Y 11237 Fax 71158iFs►7 ' July 10, 1998 Dvirka and Bar ilucci W.L►avid Glass 330 Crossways Park Drive Woodbury,NY 11797 RE: Glass Sand Dear Mr-Glass: As per our conversation,Waste MMgement of New York is very iuerested In supp:ymg the Town of Southold with recycled glass sand from our faahtY- Y the PILI ti b vwzaon of grisls from our recycliun$ The sand is produced lass Qatecurrently�S a COA�t With center located in Brooklyn,New York. waste Management � recyclables. Weekly, New York City DOS to accept 1,800 tons a week of commingled g into sand. Wane Management extm c%approximately 800 tons of glass for pmcessin� A pulverization and a screening Process is used consistently to assure sin and t�cture° =)d product. Attached please find Sieve Analysis for the glass sand- Waste Mwag ement has i z the past,and=May is supplying OENJ and Brookhaven LmW ll With glass sand for the purpose of road base,cover material,fill and drai W matnnal- Should you reclim any additional information,please do not hesitate in calling roe at(71 S)533-5230. Sinc=1y, �t f �i Facilities Sales Manager ►•wMA•...n.r4+1 nar• •Koala E,91 6B-0I--InL` wiz a!)aa__ 'aI i • Dvirka and Badilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 • 718-460-3634 @ Fax:516-364-9045 e-mail: db-eng@worldnet.att.net July 31, 1998 Brian Pendergast Vertex Engineering Services, Inc. 10-38 Jackson Avenue Long Island City,NY 11101 Re: Southold Landfill D&B No. 1314 Dear Mr. Pendergast: As requested, the purpose of this letter is to provide an expression of interest on behalf of the Town of Southold, New York for the soil being generated in conjunction with the Flushing Bay Facility Center project. Presented below is a summary of information concerning our interest: • Approximately 90,000 cubic yards (in place volume) of general fill/contour grading material will be required to close the Town of Southold Landfill. • The Town has expressed an interest in possibly using the soil being generated as part of the Flushing Bay Facility Center project for landfill closure pending approval by the New York State Department of Environmental Conservation(NYSDEC). • We intend to apply to NYSDEC for approval for use of the Flushing Bay material at the Southold Landfill upon receipt of the information which we have requested from you regarding the chemical data that you have provided to us. This includes identifying which reported results are nondetect and providing the detection limits for each analytical parameter. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. - + OVIRKA ANO ARTILUCCI Brian Pendergast Vertex Engineering Services, Inc. July 31, 1998 Page Two If you have any questions hesitate to call me at(516) regarding this matter or require additional i 364-9890. nformation, please do not Very truly yours, Thomas F. Maher, P.E. TFM/DSG/ld,tam . Vice President cc: J. Cochran, Supervisor, Town of Southold A. Hussie, Councilwoman, Town of Southold G. Yakaboski, Esq., Town Attorney, Town of Southold J. Bunchuck, Solid Waste Coordinator, Town of Southold D. Glass, D&B ♦13141TFM98-22.LTR(R02) Dvirka d1b and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 Fax:516-364-9045 e-mail: db-eng0woridnet.att.net July 27, 1998 Anthony J. Cava, P.E. Regional Solid Waste Engineer New York State Department of Environmental Conservation SUNY- Building 40 Stony Brook, NY 11794 Re: Southold Landfill Closure Application for Use of Glass Sand D&B 1314 Dear Mr. Cava: On behalf of the Town of Southold, this letter is to request approval from the New York State Department of Environmental Conservation for the use of glass sand as general fill/contour grading material in support of landfill closure efforts. As contour grading material, the glass sand will be placed below the gas venting layer and will not contact the liner. The glass sand is available from Waste Management. Attached for your review is the following information which has been provided by Waste Management regarding the glass sand: • Letter from Ms. Tina M. Letosky of Waste Management describing how glass sand is generated; • Results of geotechnical analysis; • Results of flash point analysis; • Results of chemical analyses (semivolatile organic compounds, metals, pH and TCLP metals), • Moisture/density relationship test report; and • New York State Department of Transportation (NYSDOT) Engineering Bulletin regarding use of glass sand in embankments, select and subbase material. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. I OVIAKA AND BAATILUCCI Anthony J. Cava, P.E. Page Two Regional Solid Waste Engineer New York State Department of Environmental Conservation July 27, 1998 Based on our review of the attached information, the glass sand appears to be acceptable for the intended use (i.e., general fill/contour grading material). Your expeditious review and approval of this request would be greatly appreciated by the Town. If you have any questions or require additional information, please do not hesitate to contact Mr. David Glass or me at(516) 364-9890. Thank you in advance for your assistance in this matter. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/DSG/ld Enclosure cc: Jean Cochran, Supervisor, Town of Southold Alice Hussie,Town of Southold Ernie Lampro, NYSDEC-Region 1 Melissa Treers, NYSDEC, Albany John Vana, NYSDEC, Albany David Glass, D&B ♦1314\TFM98-14.LTR(RO4) LETTER FROM MS.TINA M.LETOSKY OF WASTE MANAGEMENT DESCRIBING HOW GLASS SAND IS GENERATED ♦1314\F0716804.doc I�1 INbste M�emee " 123 VAk Ave. Ptww718.396.7900 I moIO o.N.Y.11237 Fait 719.533.5170 July 10, 1998 Dvirka and Bartilucci Mr.David Glass 330 Crossways Park Drive Woodbury,NY 11797 RE- Glass Sand Dear Mr-Glass: As per our conversation,Waste Management of New York is very interested in supp:.ying the Town of Southold with recycled glass sand from our facility. The sand is produced by the pulverization of glass materials from our recycling center located in Brooklyn,New York. Waste Management cwczdy has a contract with New York City DOS to accept 1,800 tons a week of commingled recyclables. Weekly, Wane Management extracts approximately 800 tons of glass for processing into sand. A pulverization and a screening process is used consistently to assure size and texture of end product. Attached please find Sieve Analysis for the glass sand- Waste Management has i 2 the past,and currently is supplying OENJ and Brookhaven Landfill with glass sand for the purpose of road base,cover material,fill and drainage material- Should you requke any additional information,please do not hesitate m calling me at(718)533-5230. Slnc.rely, lid T-wE M.Letosky Facilities Sales Manager E/Z HnVCI 'D I 'W021d EE'91 BB-01—Illi` GEOTECHNICAL ANALYSES 0 1314\F0716804.doc JECT No.2142.01 DATE: 7/1/98 GRAIN SIZE ANALYSIS TEMNIC PROJECT: Southold Landfill ENGINEERING CONSULTANTS P.C. LocATION: Southold, N.Y. SOURCE:Glass Mat. From Waste Managemc U.S.SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 12 6 4 3 2 1.5 1 3,L4 1/2 3 8 3 4 6 8101416 l00 20 30 40 50 70 100140 200 I I i I 80 P E R 70 E N T 60 F N E 50 R B Y 40 W E I I H30 T I 20 I 10 0 100 10 1 0.1 0.01 0.0( GRAIN SIZE IN MILLIMETERS SAN COBBLES coarse GRAVELfine coarse I medium D fine SILT OR CLAY Specimen Identification Classification MC% LL PL PI Cc Cu • BS4 Gy c-f GLASS, trace Silt 11 1.09 10.9 I Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt ! %Clay 4.2 0 BS-419.00 1.86 0.589 0.1703 9.7 86.1 I *JECT: JECT No.2142.01 DATE: 7/1/98 1 COMPACTION TEST TECTONIC Southold Landfill ENGINEERING CONSULTANTS P.C. LOCATION: Southold,N.Y. SOURCE:Glass Mat. From Waste Manageme; 150 145 Specimen Identification BS4 140 Description of Material Gy c-f GLASS.trace Silt Test Method ASTM D698/A 135 D R TEST RESULTS Y D 130 Maximum Dry Density 112.0 PCF E N AOptimum Water Content 12.0 S T �\ A y 125 ATTERBERG LIMITS P 0 LL PL PI U % % % d 120 1 i S CURVES OF 100% SATURATION P FOR SPECIFIC GRAVITY EQUAL TO: r 2.80 r 115 C --------- 2.70 U i b i 2.60 F 110 o 0 t 105 i 7 X, I � 100 I i i i i 95 90, 44- 0 5 10 15 20 25 30 WATER CONTENT(Percent Dry Weight) MOISTURE-DENSITY RELATIONSHIP Waste Managcmun: 04 m ,i York t23 Avullutr A Waste Management COMPWW gro ;,j ,NOW York i i[i7 Pnol;.: 7181366.7900 Fax 718/62$.7089 QUALITY CONTROL LABORATO pRODIICT NAM-. RECYCLED SAND LE DATE : jANaARY 22, 1998 SIEVE ArtALYs=s Percent by Weight passiaa Sieve pecvcle_Sand DOT Sand Stec. 703-07 3/8 100.0 100.0 8 4 93.4 90 - 100 # 8 76.8 75 - 100 #16 56.2 50 - 85 830 35.6 25 - 60 #50 19.4 10 - 30 #100 8.4 1 - 10 #200 2-5 0 - 3 Stars Fernandes Lab. Director DCA LIC.-i�52d6 .i ::CA UC E/E ROVC1 'O I 'HORd EE•i9t es-O t-'inr FLASH POINT ANALYSIS ♦1314\F0716804.doc pPR—ea-9T RRI 13:16 ' GRiDITED I-ADS .989S�1a2JT P.82 �~ ACCREDITED LAWAIMIEl, INC. GIURAL CSENiBTRr ANALYSIS DATA Case Me L ��� IiAtrixt a *ad Masa / "(6 /e oset91R Date Reoeiwd: m .�... Clt&m _wOxt s<xvistwel 4.3 f 1 Aid Nwldw I 31997G�„�_ DiWTIW KIM BLANK ANALYSIS ANALYTES UGULTS Mph UNITS fACYOR RESULT= IBIL DATD Betide, Popcont ".T DOW x i. Oil/0i/9f Flom Point ►t00 a0. OF 1. OHOilitl CHEMICAL ANALYSIS (SEMIVOLATILE ORGANIC COMPOUNDS,METALS,pH AND TCLP METALS) ♦1314\F0716804.doc ' ACCREDITE&BORATORIES, INC. j Implementing Tomorrow's Technology, Today:". -1 Analytical Data Report for star 123 Varick Avenue Brooklyn, NY 11237 Project: B Q S services - glass Product Accredited Laboratories Case No. : 6064 Date Received: 01/26/96 Laboratory Field ID sample 1/8" UNDERS 9601179 Accredited Laboratories, Inc. New York Certification Number 11109. This data has been reviewed and a epted Yun ashen Lee, Ph.D. �/��- Te ical Director CORPORATE OFFICES: 800-251-LABS " 908-541-2025 FAX 908-541-1383 Foot of Pershing Avenue P.O. Box 369 Carteret,New Jersey 07008-0369 tg!') Printed on RECYCLED paper made with 20%post consumer waste 1 .kms ,� -="=IX"'iii) ., `SCI' 'C P.O. BOX 369, FOOT NG AVENUE CARTERET, NEW JER 07006.0369 PHONE: (908) 541-2025/ (800)ALI-LABS PAGE �_. OF FAX: (908) 541-8257/ 1383 CLIENT -Sr� eAfre''t oL-4 t-A 1 N C . PROJECT f 59-6 S&OUV• _ Cv L_s POLDU A ADDRESS 0-16 V1 f&C4X- aA1,013• CONTACT -cel 2nl AVA;�&s CITY 1(b 20o k. ut PHONE IA-) 39-1 --=-7 T 4. GP • -7 O 2) STATE '1%f'`j DP 11 O-3 FAX "11 g 3SS — ©q-1 ALI SAMPLE If FIELD ID 'C "M DSP SAMPLE DESCRIPTION ANALYSIS • LED wak 1 x z Com=r E-1'o H o 4o�z� S�•. f s z; rio P G, t.mss p stto a.t r1 faoi-1.usnw_ -rc-Imo-P ' — VL C_f� ' Inmos �.csc,oKs s C�Pir(Z�ay.J 'Tb C "M=MATRIX A=AOUEOUS S=SOIL G_-SLUDGE P=POTABLE WATER 0--OIL F--FILTER K=SOLID X=OTH! 651-C=NO.CONTAINERS TURNAROUND: ` "-� �Y 3t 300 f Blank.,Std.3 week DELIVERABLES(drde one) (77) REDUCED FULL NY-ASP CLP I tti; 11 RELINQUISHED BY: RECEIVED BY: ORGANIZATION DATE TIME REAS0 PRINT SIGN PRINT IGN J— PERSON(S)ASSUMING RESPONSIBILITY FOR SAMPLING: PRINT: � s SIGN: Co P t m 9. �T3 !�-� _ (2.eftexr AU QUOTE N COMMENTS Q, f �, o 6'1 9�. 'M ^f`t S ALI CASE# ,s_rt&�- ON AA) "%dz- P.O.# A-k 2 3 • • 8M UKGANIC ANALYSIS UAfA0 • • LfbE NUMfiER 6064 MAIR1X Crushed Glass Sr'i(1PLE HJW V61111/Y DILUTION FACTOR 1.0 r1 UAlA t 1LE )W143DALE EXTRALTED 01/29/Y6 ;CL1i:Nf NAME S1AR UAIE ANALYLEU Ul/30/V6 ;F1ELU lU 1/r UNUERS ANALYZED BY LARRY .ssasssasas=ssasassasasssszss:sazaasazsasssssssasszssssazssss sazzazsaazzzazzzsszszzaaaasasssasssaaaasssassasasaaasasassss LAS # LUMPOUNU UG/KG MUL CAS Il COMPOLW UG/KG MUL magmas a. ss:ssssssssas:sasza:saes:sassagasss::a:xaasasssasas:sssa:s=s ;tl3329 Acenaphthene U 330 534521 4,6-0initro-2-oethylphenal U 11110 2UUY68 Acenaphthylene U 33U 51285 2,4-Dinitrophenol U 33U 12012/ Anthracene U 330 121141 2,4-Oinitrotoluene U 330 5650 Benzo(a)Anthracene 36 J 330 6061U2 2,6-Uinttrotoluene U 33U 50328 8enzo(a)Pyrene U 33U 117840 01-n-octyl phthalate 74 J 330 ; MM benzo(b)fluoranthene 50 J 330 20644U Fluoranthene 61 J 33U 191242 Benzo(g)h,i)Perylene U 330 86737 Fluorene U 330 207U89 Benzo(k)Fluoranthene U 330 118741 Nexachlorobenzene U 330 6585U Benzoic Acid U 1700 87683 Nexachlorobutadiene U 330 100516 Benzyl Alcohol U 67U 774/4 Nexachicrocyciopentadiene U 33u 111444 bi3(-2-ChloroethyO Ether U 33U 67721 Hexachloroethane U 330 1096U1 bi5(2-Chloroi5opropyl)ether U 33U 1933Y5 Indeno(1,1,3-cd)Pyrene U 33U W91? Bis(2-Ethyihexy DPhthalate 33UU 330 78591 lsophorone U 33U 111Y11 bis(-2-Chloroethoxy)nethane U 33u 915/6 2-Methylnaphthalene U 33U 101553 4-Bromophenyi-phenylether U 330 95487 2-Methylphanol U 330 85687 Butylbenzylphthalate 13UU 3311 1UH394 30-Methylphenol U 3311 106478 4-Chloroaniline U 670 91203 Naphthalene U 3311 91587 2-lhicronaphthalene U 330 88744 2-Nttroantline U 11011 59507 4-L'hloro-3-methylphenol U 67U YYUV2 3-Nitroaniltne U 17UU Y55/8 2-Chlorophenol U 33U IUUU16 4-Nitroantltne U 11UU 700 713 4-Chlorophenyl-phenylether U 330 vsv53 Nitrobenzene U 330 218U19 (hrysene U 330 88M5 2-Nttrophenol U 330 53703 Dibenzo(a,h)Anthracene U 330 IUUU27 4-Nttrophenol U 17Uu 132649 Dibenzefuran U 33U 62759 N-Nitrosodtoe thyIamine U 334 955111 1,2-Dichlorobenzene U 33U 863116 N- i trosodipnenylamine U 33( 541131 1,3-Utchlorobenzene U 33U 621647 N-Nitroso-Oi-n-propyIamtne U )31 1U6462 1,4-Utchlorobenzene U 3311 87865 Pentachlorophenol U 1701 91Y41 3,31-Oichlorobenzidine U 670 85018 Phenanthrene 38 J DI 120832 2,4-Oichlorophenol U 330 JUSY52 Phenol U 33' 84662 Uiethylphthalate U 330 129000 Pyrene 84 J 33 105679 2,4-Dimethylphenol U 330 110821 1,2,4-Trichlorobenzene U 33 131113 Dimethyl Phthalate U 330 95954 2,4,5-Trichlorophenol U 33 84742 01-n-Butyiphthalate 77 J 330 88062 2,4,6-Trichlorophenol U 33 SURRU6AIE CUMPOUNUS RLLMNY LIMIYS STAIUS Nitrobenzene-6 55 % 23-12U OK 2-Fluorobiphenyl 58 % 30-115 UK Terphenyl-d14 103 % 18-137 UK Phenol-d5 v*2 % 24-113 UK 2-Fluorophenol 73 % 25-121 UK 2,4,6-Trtbromophenol 69 % 19-122 LK Percent solid of 11111 is used for all target compounds. J - Indicates compound concentration found below ITJL. 8 - Indicates compuund found- in associated blank. U - Indicates compound analyzed for but not detected. E - Concentration exceeds highest calibration standard. U - Indicates result is based on a dilution. R - Result exceeds residential surface soil standards.* I - Results exceed industrial surface soil 5tand6rds.* * Flags are based on New Jersey Soil Cleanup Criteria From Site Remediation News Volume U6 Number 1. ** S-Methylphenol and 4-Methylphenol can not be separated by the method applied ACCREDITED LABORATORIES, INC. INORGANIC ANALYSIS DATA SHEET Case 6064 Matrix: Other Sample #: 9601179 Date Received: 01/26/96 field ID: 1/8" UNDERS Client Name: STAR sssssaasssssasssassssssssssssssssssisassssssssssssasssssssssssasssasssassassssasssssss Result MOL Oilution Date CAS No. Element MG/KG MG/KG Factor Method Analyzed s::sass:ssssassssssassssss:ssssssssasss:assssassasssssssssssss:ssss::ssssssssssssssass 7440-36-0 Antimony NO 6.67 1 P 01/31/96 7440-38-2 Arsenic .540 .533 1 F 02/01/96 7440-41-7 Beryllium NO .333 1 P 02/01/96 7440-43-9 Cadmium NO .667 1 P 02/01/96 7440-47-3 Chromium 3.41 2.00 1 P 01/30/96 7440-50-8 Copper 12.3 2.00 1 P 01/31/96 7439-92-1 lead NO 20.0 1 P 01/31/96 7439-97-6 Mercury ND .500 1 CV 01/30/96 7440-02-0 Nickel 7.93 2.67 1 P 01/31/96 7782-49-2 Selenium ND .333 1 F 02/01/96 7440-22-4 Silver NO .667 1 P 01/30/96 7440-28-0 Thallium NO .667 1 F 02/01/96 7440-66-6 Zinc 257 6.67 1 P 01/31/96 NO - Element analyzed for but not detected. P - Analyzed by ICP CV - Analyzed by Cold Vapor F - Analyzed by GFA A - Analyzed by flame AA C ACCREDITED LABORATORIES, INC. REGULATED TCLP METALS INORGANIC ANALYSIS DATA SHEET Case #: 6064 Matrix: leachate Sample #: 9601179 Date Received: 01/26/96 Field ID: 1/8"UNDERS Client Name: STAR ssossssssasssssssssssssssosssssssssszscns.sssss_saassassssasaassssusasssazssasszzss:ss:xazs:s:zas Result MDL Dilution Regulatory Date CAS No. Element MG/L MG/L Factor Level Method Analyzed =saassssaaaassssssssssssssssszsasssssssssssssssssssssxsaszsssmssssssassszsszssssasssassasssssssassa 7440-38-2 Arsenic NO 1.00 1 5.00 P 01/31/96 7440-39-3 Barium .245 .030 1 100.00 P 01/31/96 7440-43-9 Cadmium NO .030 1 1.00 P 01/31/96 7440-47-3 Chromium NO .030 1 5.00 P 01/31/96 7439-92-1 Lead NO .500 1 5.00 P 01/31/96 7439-97-6 Mercury NO .002 2 .20 CV 01/31/96 7782-49-2 Selenium NO .500 1 1.00 P 01/31/96 7440-22-4 Silver iiu .030 1 5.00 P 01/31/94 NO - Element analyzed for but not detected. P - Analyzed by ICP CV - Analyzed by Cold Vapor F - Analyzed by GFA A - Analyzed by flame AA ACCREDITED LAS ORA TORIES, INC. GENERAL CNENISTRY ANALYSIS DATA Case f: 6064 Natrix: Crushed Glass Sasple f: 9601179 Data Received: Client Mimes: STAR Field Number: JIBE UNDERS DILUTION NETNOD BLANK ANALYSIS ANALYTES RESULTS NOL UNITS FACTOR RESULTS NDL DATE PN 8.62 S.U. 1. 01/30/96 Total Organic Carbon 7750. 200. me/Ko 1. NO 100. 02/01/96 MOISTURE/DENSITY RELATIONSHIP TEST REPORT ♦1314\F0716804.doc • New York E*nmental& N Y EA Analytical Laboratories, Inc. J. CLIENT: Star Recycling, Inc. REPORT NO. 964022 123 Varick Avenue JOB NO. 0123961W Brooklyn, NY SAMPLE ID: Under 1/8" Crushed Glass DATE RECEIVED: 01/23/96 DATE TESTED: 01/25/96 LABORATORY TEST REPORT FOR MOISTURE-DENSITY RELATIONS OF SOIL AND SOIL-AGGREGATE MIXTURES(ASTM D 1557) TEST DATA POINT NO. 1 POINT NO. 2 POINT NO.3 POINT NO. 4 POINT NO.5 moistures/0 5.5 7.2 9.1 11.2 Dry Density 103.5 107.6 109.8 108.1 MAXRAUM DRY DENSITY: 110 lbs/cu.ft. OPTIMUM MOISTURE: 90/6 LI T , LAB DIRECT09) CA.4"R0\964022.SAM NEW YORK STATE DEPARTMENT OF TRANSPORTATION ENGINEERING BULLETIN REGARDING USE OF GLASS SAND IN EMBANKMENTS,SELECT AND SUBBASE MATERIAL ♦1314\F0716804.doe n yr '_�"'��:�NR�� Jw '.. -N:.::•k h\,�7.'K7C�a..:: y' APP.�3-1997 1��56 FROM 'S DOT ALBANY NY TO ' 06017183882580 P.02 To: New let*SAW D �j!logo h6 E B > I 94-039 Tide: Use of Waste Glass in embankments, select and subbase material XMdn OflIcNsO) XZMr Gev.(s t) 11/28/94 XROOMM(sm XContt*0WWAGC09) Qcorwutoants(S� Q l } ul PACK Dat! Deputy Chief ]ingineer Technical Servieea The use of Waste Glass in embankment, select or subbase material is acceptable when used in conformance with the attached changes to the Standard Specifications dated January 2, 1990. Listed below are modifications to Section 203: e Section 203-1.08, which is the definition of Suitable Material, has been amended. o Section 203-2.02, the materials portion of Section 203, has been amended. \ o Section 203-3.10, in Section 203's Construction Requirements, has an addition. Listed below are modifications to Section 304: o Section 3042.02, Material Requirements for subbase, has changes. o Section 3043.01, Construction placement requirements for subbase,have changed. Material stockpiled for use as select or subbase material shall be evaluated by the Soil Mechanics Bureau. Samples submitted to the Soil Mechanics Bureau shall be clearly labelled indicating that the material contains Waste Glass. Questions should be addressed to Bob Burnett Soil Mechanics Bureau, 457-4724. APR-03-1997 15:56 FNYS LOT ALBANY NY TO 056017183882580 P.03 WASTE GLASS Make the following changes to the Standard Specifications of January 20 1990. page 2-8 Under 203-1.08 Suitable Material, add the following: Waste Glass from recycling facilities shall be considered suitable material,for embankment construction. page 2-10 Under 203-2.02 lbatertals, add the following: F. Waste Glass 1. Gradation. Suitable Waste Glass shall be crushed to a maximum pardole aiae of 3/8 inch. 2. Maracteristaos. Waste Glass may contain up to a maximum of 5 percent by volume of china, ceramics, plate Glass products, paper, plastics or other deleterious materials. The material shall be subject to visual inspection by the Regional Soils weer and may be rejected based on this inspection. In case of.rejection, the inspection must be document- ed in waiting to the Engineer-In-Charge indicating the bu is of rejection. page 2-13 Under 203-3.10 Embankments, add the following Waste Glass shall not be placed in contact with synthetic liners, geogrids or geotextiles. Waste Glass incorporated into embankments shall be thoroughly mixed with other suitable material so that Waste Glass constitutes no more than 30 yercent by volume any in the embankment as visually determined by the Engineer-In- Charge. page 3-5 Under 304-2.02 Mate.�rral Requ3rem=ta, delete the first sentence of the first paragraph and replace it with the following: ' Materials for Subbase Course shall consist of approved Sand and Gravel, approved Blast Furnace Slag, Stone, or blends of these materials consisting of not more than 30 percent by weight of Waste Giasa. x oaf 2 9/30/94 APR-03-1997 1556 NYS DOT ALBANY NY 'To . &56017183862580 P.04 Page 3-6 Under 30d-2.02 Material requirements, delete the first sentence of the first pa:ragmph and replace it with the follow:iug: Materials furnished for Types 1, 3 and 4 shall consist of approved Blast Furnace Slag, Stone, Sand and Gravel or blends of these materials with not more than 30 percent be weight of Waste Glass. Material furnished for Type 2 shall consist of approved Bkist Purnace Slag or of Stone witch is the product of crushing ledge rook or a blend of Blast Furnace Slag.or of Stone with not more than 30 percent by weight of Waste Glass. page 3-7 Under 304-3.01 placing, add the following: E. Materials-blended with Waste Glass shall not be placed in contact with synthetic liners, geogrfds or geotextiles. Waste Glass incorporated into subbase shall be thoroughly mixed so that Waste Glass constitutes no more than 30 percent by weight anywhere in the subbase. 2 of 2 9/30/94 TOTAL ?.04 �1 Waste ManagementIm 123 Varick Ave. CF788.386.7900 Brooklyn,N.Y.11237 .533.51 June 29, 1998 Town of Southold Mr. Jim Bunchok 53095 Main Road Southold,NY 11971 RE: 100,000 yards of C&D Screenings/Glass Sand Dear Jim: Waste Management of New York appreciates the opportunity to provide the above referenced materials for the Town of Southold landfill closure. Our proposal is as follows: Waste Management shall deliver up to 100,000 tons of approved C&D Screenings and/or Glass Sand to the Town of Southold landfill for closure material. Waste Management of New York shall pay the Town of Southold $2.00 per ton for the disposal of C&D Screenings at the Town of Southold landfill for closure purposes. Glass Sand shall be delivered free of charge with no disposal fees imposed. Current analysis for both waste streams shall be supplied to the Town for review and/or approval. Shoul ou have anyques ' ns or require additional information, please feel free to contact m at (718) 533-5230. 1 A forward to hearing from you. Sincerely, Tina M. Letosky Facilities Sales Manager cc: C. Gusmano File Printed on recycled paper Waste Management of New Yor 75 Thomas Street Brooklyn,New York 11222 A Waste Management Company Phone 718/387.2794 New, fax 718/388.2580 April 8, 1997 Ms. Jean Cochran Town Supervisor 53095 Main Road Southold,NY 11971 Dear Ms. Cochran: I am writing to you in the hope that you can assist Waste Management of New York to close an important recycling and environmental"loop." The issue is the beneficial use of Glass Sand. The glass sand product is an acceptable product for Beneficial Use under DEC Section 360-1.15 (5). Waste Management of New York receives over 60,000 tons of commingled plastic,metal,and glass containers each year. We service the New York City Department of Sanitation's Commingle Contract and a number of municipalities in the metro area. The largest single commodity in the commingled material is broken glass. This represents about 65%of the volume by weight or 40,000 tons per year. Of all the commodities that are collected and recycled,glass sand has the least developed and least stable market. That is because most producers produce a 3/8 aggregate/sand product. We produce a high quality sand that meets all specifications for flammability and compaction. Our goal is to work with the you to establish a mutually beneficial and stable outlet for the glass sand. I have included a sample of our glass sand for your inspection. I have also attached the following documents demonstrating that the product has all the physical and chemical properties to act as a substitute for natural sand: • Accredited Laboratories, Inc.(Independent Lab)chemical analyzes • Waste Management of New York Laboratory Sieve Analysis comparing glass sand to DOT Specifications • Department of Transportation Memorandum on Acceptability of Waste Glass • Department of Environmental Control Regulations Section 360-1.15(5)identifying glass sand as suitable for Beneficial Use. The glass sand is a proven cost effective alternative to natural sand for cover material,road base,drainage,or other applications at landfils and construction sites. We are happy to perform any test to establish the quality, safety, and applicability of this material. We will have the tests performed at the laboratory of your choice. Customers of this material include the Department of Transportation,glassphalt businesses,regional landfills, and local construction contractors. Your assistance in developing a stable outlet with WMX,the world's largest publicly owned hauling,recycling, and disposal company,will have a tremendous impact on our ability to provide an efficient and value added service to municipalities. We look forward to your input. Sincerely, John Benvengo nclosures cc: Mr.James Bunchuck r ` 3 division of'vVM (if Ino. Aar •29. 1999_ 9:55AM MA1th111 - 11" ' TERIALS TESTING LAB INC. P NEW YORK DIV1S10N 1529 JBRICHO TURNPIKE NEW HYDE PARK,NEW YORK 11040•(516)3546600•FAX(316)334- 0 Client: Waste Management Report#: 99WM-003 Page 1 of 1 123 Varick Avenue Date: 04/23/99 Brooklyn,NX 1123 7 Project: N/A Sample: Crushed Glass 'fest: Gradation Method: ASTM C136 Sampled By: Client On 04/14/99 Delivered By: MTL ° o P"SIa c, - Gradation,#200 Wash 3/8" 100 N/A, N/A #4 92.9 N/A N/A #8 75.3 N/A N/A #16 52.5 N/A N/A #30 31.8 N/A, N/A #50 16.9 N/A N/A #100 7.6 N/A N/A #200 3.5 N/A N/A Sample Identification #1- Crushed Glass Complies: U Reported To: S. Femandez(WM) Remarlce: Subtirlt_ted BY: Materials Testing Lab,Inc. The Wvft reported data is the property of the client. No reproduction of the above dura whhout the sole permission of Materials Testing Lab,Inc. Marisa A.Harte-Kalinowski,P.E. Muerials Testing accepts so liability for work execuxd by others. Vice President-Etlgioaeering NEW YORK CrIY • LONG ISLAND • EpISON,NJ • WALLINGFORD,GT • DOVLR,DL wftfrw IM M"M vwcw. Aar .28. 1999_ 9:55AM MATERIALS TESTING No - 0250 P. 2/3 � tasrWv ' MATERIALS TESTING LAB INC. NEW YORK DIVISION �„I'29 JERICHO TUIZNP)KE NEW HYDE PARK„NEW YORK 11040•(516)354-6600+PAX(316)3546690 Report 0: 99WM-004 Client: WASTE MANAGEMENT Date: 4/23/99 123 VARICK AVENUE BROOKLYN, NY 11237 Project: N/A Sample: CRUSHED GLASS Test: MOISTURE DENSITY RELATIONSHIP(STANDARD) MNthod: ASTM D698 Sampled By: CLIENT DELIVERED BY: MT TEST CLASSIFICATION %MOISTURE QRY DENSITY 1 CRUSHED GLASS 3.8 106.1 5.6 107.6 8.8 108.5 10.8 108.9 13.3 107.8 OPTIMUM MOISTURE MAXIMUM DRY DENSITY 9.0 % 109.4 LBS./CU. FT. 110.0 109.4 Q 9.0% � 1oa.o 108.0 G 104.0 a- 0 102.0-- 100.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 % MOISTURE Reported To: Submitted By: M als Testing Lab,Inc. r Marisa Kafinowskl, P.E. Vice President-Engineering NEW VORK Gill • LONG ISL ND • SDISON,Ni • WALLINGEOPA CT • DOW*.pE -Mf►/Ie TIS 7./! TtlT. - ACCREDITED LABQU TOR/ES,INC. CHAIN OF CUSTODY FORM 20 PERSHING AVENULW 0 CARTERET, NEW JERSEY 07008 �. C4 )12,Q:7- -,:)—4 1 I PHONE: (732) 541-2025/(800)ALI-LABS PAGE ' OF r CLIENT Al"4 t*A EC4 NY PROJECT G � `�H"E� C� L,LkSS SArT,-10, ADDRESS C`,L Nl0:)-LC " ,Alb CONTACToc CITY -- PHONE STATE ZIP ( �E� FAX DATE/TIME ALI SAMPLE# FIELD ID *C **M SAMPLE DESCRIPTION ANALYSIS . SAMPLED , J �2.t.s b4�� x 3 �( C-R yE� C_C, Ru' l ep-k oet poi___—'l�5 C L,-s5 sA__T : per„ak1cVACis oM- t3 s � - � += - -- -- - N C-0 -�,rn_ o2GA�c oo **M = MATRIX A=AQUEOUS S=SOIL G=SLUDGE . P=POTABLE WATER O=OIL F=FILTER K=S41JD *C = NO. CONTAINERS TURNAROUND: -t-'a- c ea ---k3� Q� 3I 110 1 __ (If Blank, Std. 3 weeks) DELIVERABLES(drde cine) STD REDUCED FULL NY-ASP CLP I CLP II RELINQUISHED BY: RECEIVED BY: p ,AN17�gTI0N DATE, ATE 4Th1E R PRINT SIGN PRINT SIGN S PERSON(S) ASSUMING RESPONSIBILITY FOR SAMPLING: PRINT: 5_rev1 1�61LAJ Pmw1s SIGN:_ ALI QUOTE# COMMENTS ALI CASE# 03655 P.O.# Ai,;ktbllFD IA1;iIkATUh[t'�, INC, • f�nn Ukt,ANllHNAI_YSfS iiATO CA,E NIIMkt k 365`' 1`IH1 k i ti CkIiSHr D i;i ASS nNil SONO SHiil'[E Nurlt;tk 9Yi;2ul � iilt.liilUN fAClrirr 1.0 UAIA tlt_E f/o41 iiNif EkIRACTEiI 03/1119y CIIINT NArit WI'IUNi Dnlr. r)Nt♦LY7tD 03/13/9y Flrl_D 1D Ck1158tU AeAI.'t2ED EY DANIEL CU11tUUND UG7Kf MDL CA5 # CII(1PUUN0 UG/KG MDL 6)329 Acenaphthene J 50 534521 4,6-01nitro-2-methylptienoI U --===350 208968 Acenaphthylene ,12k5 Z,4-0 initrophenoI U 350 120127 Anthracene U 35ii 121142 2,4-Dinitrotoluene U 350 56553 Eenzo(a)Anthracerie U 350 6061'62 ,6-Uim trotoluene U 350 50328 ENnzola)Pyrene U i50 117840 Ui-n-octyl phthalate 1.90 J 6 350 205992 Eenulu(b)tiuurontnene U 350 iOo440 Fluoranthene 39 J 350 191242 Ben;:o(y,h,i)Peryllrne II 1'1)1 86711 Fluorerie U 350 20/089 ten;r,(klFluoranttiene Il 350 118741 U 350 65850 Eenzoic Acid �uu 1800 87083 8exachlorohutadiene U 350 100516 benzyl Alcohol 6YO 350 '/4/4 Urxao'Iorc:r:ycIopenradiene U 350 1i14µ4 his(-2-Chloroethyl)tther U 350 67721 hexach)oroethane U 350 106601 bi5(2-Chloroisopropyl)ether U 350 1933x5 indero(1,2,3-cd)Pyrene U 350 117817 8i5("2-1thy IhexyIjPhthaIat& 1x00 350 7,"I5y1 .,if,hororw U 350 111911 bis(-2-Ch loroethoxy)Methane I) 350 91576 Hl,�thylnajihthaleoF 70 1 350 li11553 4-6roorophenyl-phFnyINttier 0 350 Y5411i / ilNthylphNnol U 350 85687 Eutylberiglphthalate [900 350 1081Y4 IN4-Methylphenol ll 350 lu6418 4-Chloroaniline 11 350 91203 Naphthalene 880 350 91587 2-Chloronaphthalene U 350 88744 2-Nitroaniline 11 350 59507 4-Chloro-3-methylphenoI t) 350 99092 3-Nitroaniline U 350 95x•78 2-Chlorophenol U 350 100016 4-Nitroaniline U 350 7005723 4-Chlorophenyl-phenylether U 350 98953 Nitrobenzene It 350 218019 Chrysene U 350 88755 2-NitrophennI U 350 53703 1)ibenzo(a,h)Anthracene U 3410 1110027 4-NitraphenoI U 350 13/649 tiibenzoturan U 350 11'2179 N-NitrosodimethyIamine U 3'i0 95501 1,2-Dichlorobenzene ii 350 6306 N-Nitroscn11phen ylaniltie U 350 541731 1,3-Uichloroben7pne U 350 621647 N-Nitroso-Di-n-prolylamine U 350 166467 1,4-Dichlorobenzene 500 350 87861, Pt-ntachlorophenol U 350 91941 3,3'-Dichlorobenzidine U 350 85018 Phenanthrene 89 J 350 120832 2,4-Dichlorophenol U 350 108952 Phenol U 350 84662 Diethylphthalate 840 350 125,000 Pyrene U 350 105679 2,4-Dirnethylphenol If 350 110811 1,2,4-TrichIoroben7ere U 350 131113 Dimethyl Phthalate U 350 91,954 2,4,5-Trichlorophenol 11 350 84142 Oi-n-Eutylphthalate 1500 350 88061 2,4,6-Trichlorophenol U 350 SIIMIGATE CUMPOIINDS RFCOUFkY LIMITS 5TOIitS Nitrobenzene-6 75 7, 23-120 UK 2-Fluorobiphenyi 70 'r, 30-115 UK Terpttenyl-d14 L3 % 18-137 DK Phenol-d5 74 7 24-113 UK 2-t lunrophPon1 63 % 15-171 DK 2,4,6-Tribromophenol 67 % 19-171 UK Percent solid of 95.2 is used for all target compounds, J - Indicates compound concentration found belnu MDI. . f, - Indicates comhnurid found in associated blank, U - Indicates compound analyzed for but not detected. F - loncentration (M-ed5 highest calibration standard. D - Indicates result is based on a dilution, .. *+� 3-Methylphenol and 4-Methylphenol can not he separated by thr method applied ACCREDITED LABORATORIES, INC. ' INORGANIC ANALYSIS DATA SHEET 3655 Matrix: Other Case #: Date Received: 03/10/99 Sample #: 9902301 Field 1D: CRUSHED Client Name: YMNY --------------- Result MDL Dilution Date CAS No. Element MG/KG MG/KG Factor Method Analyzed- _____________________ 7440-36-0 Antimony ND 6.65 1 P 03/13/99 442 7440-38-2 Arsenic .276 1 F 03/12/99.665 1 p 03/13/99 7440-41-7 Beryllium ND ND .665 1 P 03/13/99 7440-43-9 Cadmium 1 p 03/13/99 7440-47-3 Chromium 2.59 1.99 7440-50-8 Copper 5.98 1.99 1 P 03/13/99 7439-92-1 Lead 90.4 19.9 1 P 03/13/99 7439-97-6 Mercury 1.38 .210 1 CV 03/11/99 7440-02-0 Nickel ND 2.66 1 P 03/13/99 ND .691 2 F 03/12/99 7782-49-2 Selenium p 03/13/99 7440-22-4 Silver 1.99 1.33 1 ND .691 2 F 03/13/99 7440-28-0 Thallium p 03/13/99 7440-66-6 Zinc 50.4 13.3 1 Percent solid of 95.2 is used for all target elements ND - Element analyzed for but not detected. P - Analyzed by ICP CV - Analyzed by Cold Vapor F - Analyzed by GFA A - Analyzed by flame AA ACCREDITED LABORATORIES, INC. GENERAL CHEMISTRY ANALYSIS DATA Case #: 3655 Matrix: Crushed GlassBSa 4 Sample #• 9902301 Date Received: 03/10/99 Client Name: NMONY % Moisture: 4.8 Field Number: CRUSHED DILUTION METHOD BLANK ANALYSIS ANALYTES RESULTS MDL UNITS FACTOR RESULTS MDL DATE 95.2 0.10 % 1. 03/15/99 Solids, Percent PH 7.08 S.U. 1. 03/15/99 Total Organic Carbon 8230. 100. mg/Kg 1. ND 100. 03/15/99 Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net October 29, 1998 Jean W. Cochran, Supervisor Town of Southold 53095 Main Road P.O. Box 1179 Southold, NY 11971 Re: Southold Landfill Closure D&B No. 1314 Dear Supervisor Cochran: The purpose of this letter is to provide a scope of work and budget to perform testing of the glass sand material being delivered to the landfill by Waste Management. This work will be conducted by our geotechnical subconsultant,Tectonic Engineering. The purpose of the testing is to determine the effort required by construction equipment to compact the glass sand to be used for general fill and contour grading material for landfill closure. The equipment used will be that expected during construction, such as bulldozers. The parameters that will be evaluated in the field include lift thickness, density and possibly moisture content if it varies too much from optimum moisture content. The optimum moisture content and maximum dry density have already been determined by the Standard Proctor test method (ASTM D 698). This testing data will be the basis for measurements of dry density, moisture content and percent compaction achieved during the proposed field tests. Therefore, the material delivered and used for the test must be the same. One grain size sample will be obtained to verify the material is the same. In addition, one Modified Proctor (ASTM D 1557) will be performed to provide data on percent compaction relative to the :maximum dry density determined by this method, since it is more representative of the level of effort provided by modern construction equipment. The proposed scope of work is as follows: Engineering • Review background data and define field test parameters • Direct field personnel • Review field test results and prepare brief letter report appending field data and summarizing findings A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. OVIRKA AND BARTILUCCI Jean W. Cochran, Supervisor Page 2 Town of Southold October 29, 1998 Field Observation Testing • Perform one day of construction observation and field testing • Provide in-place nuclear density and moisture content tests • Prepare field logs of test results • Perform one (1) grain size, one (1) moisture content, and one (1) modified proctor test ve pe ;ni the c ope of work �1ec^�a-p '. fabcve 4 711^l• ^^ z.? .e. .c_+1^ The b�ad�.:t to _ rfo _c..,. w.. _ _. ... ye r.,v..J.V� �:i.... �.. ..a.�+ llii:v W ii1g breakdown of costs: Engineering The fee to provide services for oversight based on one (1) day of field testing and report preparation is $1,170.00. Field Observation and Testing The fee to provide field observation and testing based on one 12-hour day is as follows: 1. Field Observation $540.00 2. Use of Nuclear Gauge 35.00 3. Grain Size (1) 50.00 4. Moisture Content (1) 5.00 5. Modified Proctor (1) 100.00 6. Out-of-Pocket Expenses 100.00 Subtotal $830.00 Additional Services During the last few months, D&B has provided additional landfill closure related services to the Town in connection with securing alternate contour grading material and developing an optimal compost blend for growth of landfill cap vegetative cover. Pursuing and securing the use of alternate contour grading material, represents a significant cost benefit for the Town since purchase of thousands of cubic yards of general fill material required for landfill closure is avoided. Additionally, the development of a compost blend for vegetative growth medium using the Town's yard waste compost will result in avoiding the cost of purchasing topsoil for the landfill cap. A description of the services provided is presented below. Securing alternate contour grading material has included: 1 OVIRKA AND BARTILUCCI Jean W. Cochran, Supervisor Page 3 Town of Southold October 29, 1998 • Obtaining, reviewing and evaluating chemical and geotechnical test results from three potential sources: NYCDEP Flushing Bay Retention Facility Project, Waste Management glass sand, and NYCDEP City Island Subaqueous Force Main Project (Eastchester Bay). • Preparing applications for NYSDEC approval of the Flushing Bay material, Glass Sand and Eastchester Bay material). Approval has been successfully received for all three materials for the specific use (i.e., contour grading material for closure of the Southold Landfill). • Preparing provisions for agreements between the Town and the material suppliers for the delivery of glass sand and the Eastchester Bay material. An agreement has been reached with Waste Management for delivery of glass sand to the landfill. Developing a compost blend and seed mixture for growth of landfill cover vegetation has included: • Obtaining nutrient analyses (performed by the Cornell Nutrient Analysis Laboratories) for two (2) compost soil blends to determine recommended fertilizer and pH adjustment requirements. • Developing specifications for a seed mixture suitable for growth on the compost blend and as a landfill cover, based on the results of the nutrient analysis. • Preparing a letter providing recommendations to the Town for two (2) test plots to verify the nutrient and seed mixture recommendations. • Obtaining seed mixture for the test plot program and providing technical support for implementation of the program. The total cost associated with the additional services required to secure alternate contour grading material and developing an optimal compost blend and seed mixture is approximately $10,000. We suggest the addition of$5,000 for a total of$15,000 for this task in order to continue pursuit of additional sources of material which will reduce the Town's cost for closure of the landfill. As a result of our efforts, if the alternate materials are obtained at no cost to the Town, based on a typical price of $5/cy for general fill, the Town could realize a cost savings of up to $400,000 for contour grading material, and more if topsoil is considered. In summary, the total additional fee being requested for the above engineering services is as follows: 0 Glass sand compaction testing - $2,000 DVIRKA AND BARTILUCCI Jean W. Cochran, Supervisor Page 4 Town of Southold October 29, 1998 • Securing alternate contour grading material and developing compost blend and grass seed mix - $15,000 If you have any questions with regard to this letter, or would like to meet to discuss these items, please do not hesitate to call me. Since the landfill is presently receiving the glass sand which can be used in the near future to fill the former scavenger waste lagoons, expeditious approval of this work is important. Vpxv!rawly .Iroirr Thomas F. Maher, P.E. Vice President TFM/scs cc: A. Hussie (Town of Southold) J. Bunchuck(Town of Southold) ♦1314/TFM10288.JWC(R03) ' DEC-23-99 16 : 33 FROM: • ID: 5W49045 PAGE 1/6 PRIVILEGE AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. It may contain privileged and confidential matter. If you have received this fax in error, please notify Dvirka us immediately by a collect telephone call to (516) and 364-9890 and return the original to the sender by mail. a Bartifucc0 We will reimburse you for postage. Do not disclose the contents to anyone. Thank-you. d1CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 • Fax:516-364-9045 D&B FAX NO: (516) 364-9045 DATE: 12' �• ��' COMPANY NAME :-6 ,� ATTENTION: �t• FAX NO.: FROM: SUBJECT, JOB#: NO. OF PAGES: (including cover sheet) MESSAGE: foc� 1 GVM � l�Nl e THANK YOU: A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. DEC-23-99 16 : 34 FROM: ID: 3649045 PAGE 2/6 FROM : TECTONIC - LitU 1 t(:HN I(. L*4XJF H4JNE NU. : J14y4dt1.5bS- • VeC. d.3 I VVb 11.44HM Vd TECTONIC Y � ��::,.. Southold Landfill, W.O. 2142.04 Tectonic Engineering Work Plan for Field Testing of Waste Management Glass Product (Sand) Prepared by. PTS Updated: 12/23/98 The following are the key elements of the workplan to determine the compaction behavior of the glass sand for use in the closure of the Southold Landfill: 1. Material Properties and Behavior(see attached test data) e Glass Sand will be tested for in place-density in the field, and grain size and modified proctor in the laboratory. e Verify material looks consistent In stockpile. a Verify moisture content is within 2% of the optimum moisture content of 12%, i.e., in the range of about 10%to 14%. 2, Construction Equipment e Bulldozer is a Cat D8 with an anticipated ground pressure of about 13 psi. This should be generally comparable to heavy equipment ground pressure used to place material during closure construction. e Water truck or good flowing hose must be available. 3. Field Testing e Lift thickness: 6 inch, 8 inch, 10 inch, 12 inch, 18 Inch,24 Inch. e The test pad will be about 15' x 25' in area. • Moisture content: within about 2%of optimum. • The soil density (pct)will be recorded In addition to %compaction and % moisture. • Record all data in our standard log forms (attached) "IN-PLACE SOIL. DENSITY TEST REPORT." On this report,enter an Initial proctor value of 112.0 (012% moisture). Phis will be the proctor value that will guide field testing. • At least two In-place density tests are planned per lift with the nuclear gauge. Rotate gauge 90 to 180 degrees in each location for confirmatory reading. 1 DEC-23-98 16: 35 FROM: ID: 649045 PAGE 3/6 FROM TECTONIC - GEOTECHNIC PHONE NO. 9149283652 � Uec. 23 i'�i ii:a�+M rs TECTONIC 4. Sampling and Laboratory Testing • Collect at least one five-gallon bulk sample of the glass sand tested in the field. If material varies, Collect additional bulk sample(s). • Call Peter Sutherland if material properties appear to vary in the stockpile. • Drop off sample at laboratory for the following tests: > Grain Size (ASTM D422) > Moisture Content(ASTM D2216) > Modified Proctor(ASTM D1557) a Have the lab call Peter Sutherland before initiating testing 2 • ENGDMMVNG CONSULTANTS • 7 I I 1 y. 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TEMP.(�Fl •s: 01•se ao•>r >,.N Mur t'' anLL YOC[4At How WIND prrY CRN x1o0ER M1t110 FIELD TEST MiED CCIFI1LAi:TOR'S ROWSENTATIVE: TECTONICS REPRESENTATIVE: ' DESCRIP110N OF$OR OR PILL SOURCE OF FILL U.S•C.S. OPTONUM MAX DRY L/16 TEaT MOISTURE% DRtN8R1!(pCq METHOO ELEV DEPTH SOIL !6 TEST LOCATION TEST DRY %Of MIUj. NO R OF 0). MOISTr PTH SOURCE 0045" DRY DENSITY R04 R. REJ�ARIG6; x} . ,r. PREPAMo w; VAIN: oar�o�rr"t 1611.10.98 11:05 FAX 0183152 WASTE MOT 019 zol /Q N,v WASTE MANAGEMENT OF NEW YORK FACSIMILE COVER SHEET This facsimile contains CONFIDENTIAL INFORMATION, which may also be LEGALLY PRIVILEGED and which is intended only for the use of the addressee(s) named below. If you are not the intended recipient of this facsimile, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that any dissemination or copying of this facsimile is prohibited. If you have received this facsimile in error, please notify us by telephone and return the original to us at the below address via the U.S. POSTAL SERVICE.Thank you, TO: -1>A vc- Gz t-4s S DATE: ` 1'-10- 00 COMPANY: _ FAX #: ( 1�* '364--9 0 4s FROM: ST&W PAGE % - OF MESSAGE -RESu 6rTs b R G►**-ry" MG.*L- o'WArwr sft r Cn f nJ 5�7.� 'G1 SR1R-1 ft�r►.�"'T o"t_ A-IG T" 412. Pr vo .S'-hkNWk(ca pa.4 caro a aA-s-irt✓1 1) 6,R 8 ) o G Lsr s SboAPL*p ow 004-1 'l% . - C-Op'i N *VC0K. (Silo -714--I a1( Ca,R.�s G U r H A �, U µ ww arc • Mj► 123 Varick Avenue, Brooklyn, New'York 11237 Telephone: 718.386-7900 Ext. Fax: 718.628-7090 O Fax: 718-418-5056 13 I#1.10•'98 14:05 FAX 7183152 WASTE MGMT OF Z02 1hATERl,A►LS ?'ESTihO LAB V1C. N8W YOM DM%QN 1529 JMCHO TVRNPM•NEW HYDE PARK?4W YORK 110W a(5761 3948M•FAX(316)35"00 Client: Waste Management Report 9: 98WM-002A Page 3 of 3 123 Variek Avenue Date: 11/06/98 Brooklyn,NY 11237 Projects In House Sampk: Crasbed Glass Test: Gradation,#200 Wash, Grain Size A.maly6is Method: ASTM 0136, ASTM D11409 ASTM D422 Sampled By: Client An 11/04/98 Delivercd By: MTI, Gradatio00 W*1b F Xn 3/8" 100 N/A N/A 04 88.1 N/A N/A #8 66.8 N/A /A #16 46.2 N/A N/A #30 29.0 N/A N/A #50 16.4 N/A N/A 0100 7.8 NIA NIA 0200 4.0 N/A NIA r I�• 6 I I rJr' . .:a ,,iii. ,i ,I!'•,�r.•' •'I:�'rC�iA,:._ �w � V•f ,. Mt ',t'�.'+ Si Gain Sin Mal sis Tr-ay-OL-70 38,0 N/A N/A Sap % 58.0 NIA N/A silt, % 2,9 N/A NI Cla , % 1.1 N/A N/A sampk tri 11#1 - Recycled Glass Sand CompUee: L.� forted Ye: Stan.Fernandez(WM) Ubmilled 141Meter •7b i Lab,In& ab Remarhe: T6a ove r 1 dates is the Ra�+tY of the ellent. No reproductive of the above dw Wttltset tilts sole nestedsslon o[Mahniale Tooting l;,ab,Inc. Matiea A.IG,sIL>yQ**4 P.E. Mstterlsls Teftl"a no liAkHq fw work aaecueed by others. Vice Presidetlt-gngincerins F!MIRK CITY•!.Oleo VOLARD-EDISON.NJ.R FjVWOTOR,CT•PQVER,DC r Vr(a 79 I=rear 11,,10,'98 14:05 FAX 1183152 WASTE MGMT Z03 A/06;08 FRI 16:38 FAXW% 354 6690 MATERIALS TE9i G LAB (a 005 IKATGRUAL9 TESTir[O LAB INC. NBW Y0 RK DLVM10N 1529110C TUPJ4?=•NEW UY D1 PAR/.',NEW YORK 11040-(516)3544600-FAX($16)-%4-6490 N . iM ® Report*; 98WM-003 Client: WASTE MANAGEMENT Dawte: 11/6/98 123 VARICK AVENUE BROOKLYN, NY 11237 Project: IN HOUSE Sample: SOIL FILL Q RECYCLED GLASS Test: MOISTURE DENSITY RELATIONSHIP(W-ANDARD) Method: ASTM D696 Sampled CLIENT DELIVERED BY: CLIENT TAT 4 MASSIFICATION #A MOIRTURP =22M= = 1 RECYCLED 8.9 101.2 10.0 103.8 11.8 105.2 14.7 105.0 15.9 103.4 OPTIMUM MOISTURE MAXIMUM DRY DENSITY 13.0 % 105.7 LBS.ICU. FT. I 109.0 107.0 105.7 a 13.0% r� 1059 y 103.0 ui 101.0 89.0 o 97.0 95.0 0.0 2.0 4.0 6.0 6.0 10.0 12.0 14.0 18.0 18.0 20.0 11 %MOISTURE Reported To;Sten Fernandes Submitted By: Materials Norio Lob,Inc. Mariss KaiinomK P.E. VIcs Pmetdent-Eng1m"ring MW YORK OW-LON *18C MD•11016M rW-IMI:W MGTOK,CT•DOVM DL "MIT E0 fo 7E68 yw>r -i�i nci ?r Frrirl PRIVILEGE AND COWIDENTIALITY NOTICE The inforrnatk)n in U►is fax i^ inter►ded for the narThd �11�f� recipients only. It may contain priviloged and confidential matter. If you have received this fax in error, please notify "- and us immediately by a collect telephone call to (516) (� /\� ;' �� 364-9890 and return the original to the sender by mail. Bart di _1- . ! rnr�srn1rr►c,rtV7ItIFF{r; 110 1',•►ik Mive. Woodbury.New York, 11797-2015 r;�s oar �s►t>t, . r'1:, s�� �cn.or,e� D&B IIAX NO: (516) 364-9015 DATE:._ , (J )rn►'All Y r'IA►v1P. A r rr�T for J __ ' kIrV1._ `;G11lG�IL FAY rr ,> i �• � � r�nrn: I If ANK YOU ,� r,ivia^r r�r n✓n 1►nn.1 F r��^,►r�rc'r t AS�(X;IAT'FS P C:. 11rr• I - nn nn -,n I17,iy1 1D *r,119C)r15 rAC,F. DRAFT . hili• 17, 1998 P,f7irl11:11 Solid Fngiltrr•r T�' " Yr1rT; ,`;1-,t T>(11 utlrlr nt of T�1►�ilrTnnlent<TI C'rltr,enatitTn ,tINY - 1311iIdin,(7I Sf-11Y Itrnnk, NX 11704 p S,,trtll"Id I.andrill ('losltre A pplir•Itinn (ll r; 131-1 belt NIr (•aN a t%n 1-0111f of the 'T oy rI of Sotitholrl, thie letter is in r giwsr approval from the New York State Po,pgrtnlont of Ftivlrn►1t11ental Congervatinn for thf me of glass sand as general fill�contOur nT,vdina mite Tial in nlrport of landfill C1oSnre efforts As COT06111- °-riding material. the Mass ,Z11Tr1 will be 0-1c-1 the gas venting b er and will not contact the liner. The i- •iv-vil-jflir from W`wa tP Attached for your mvievv is the follolving infnrrrlatinn which 171s hAAn provided by W:),:t(,, Nftla;,ement Tegarclina the glaze Band- • Y.r-tte:v from 741x. Tina M. Y et(,ANr of Ayaste Management describing how glass sand is scmi att•(1; • Sirs r- an.IN I tach 1'•.+int rul;Tly�i:; t ■II-Trl1IIl!: 1 ._•1111I 1 l I It. +•T F S I T 11(.' C'+•T f/li••>[111,1; � 111,k• zI.:� t.l-1 ;1110 tt,..(,4' iiir.([f II /, r.R^'•.♦f.tt ?1f"1 YCt-,t.l n-A,lr t^:lt 1-r.i--.rf, Atln A f.1r•,v F ilr V 'rV)Tr. I /t'lYIYTT11011T Of I I'll)oIVCWT It 1011 (IV Y\1 /1 )I T rn0'InPPrtna HOIIIPTIn irc+:11t11nQ wf- of +TSS C'-m1 111 Flnhankments, -An and cnhtla e niomA nm 2ri t-rnii rA(-Ir 7, a� Pra6ntv;1 SoliJ Ww' lr Fnpiw ear N (0', Stat - jh1•altnl��llt r,f Ml% itnn111-11t?1 ( ,Trlc'�Yt';ilirTn Nly 17, 1 ot)q tIn7-1 r n r.,Tr I -,'i^ r•f tire- n,l•v h�.1 ink„Trr, ,li,•n. Ilr l .cc: ..an,l �f,l,.-arc to hr 3,-,-rr.taAIA, f,-),r 01- ;i,trrr,lrkl III- 6,'Z , rrl fill/cont-!7r f-mAin7 Tnntcnnl) N"c—r c-r—litiol- r,.vic:: nncl orrrovol of this retnnst V'011ld II- I?reMIN' jppTreriated the •I'�«n. 1f I.—II h Iv!7. ?r1v rliTr rtThnS nr ro virt- n,ldilional infortrintinn, rrlPa:r do nr,t to CorltAM )\tT David C.la,:!� (,r me at f 510) "361-OR90 1h-1tJ, vrn in advm we fri'Foot vektince in thie matter. Vere holy vours, 'T'holluls F. k1allor, P.F. Vice hesideut I IT V,),'5( itht TI. ,........, It,-ITI t r.r t,l')it 'AIIW'rCIG IT I kk I rlr .5(111 r i t(,i(1 A it, I Ir.^, r, 1 w-in nt tir,nthnlfl JaiT►r•q P1111chnrk, Tm«.n of Southold 1 tttiP 1.ari►},I,t. T',IY(31)F(' - RN,rirrn I )\t�1i;:a 'Irrcrs. Ny )i C. AIhauy .101)(1 VIrIV, NYSOFC. Allrank T):-1�i(I (;la I)X'.R r I t JTIAOf 181 INPOI) T11 1 Irl nr� n I T n(lll ITTTF,R FROM AAS. TINA AT. LVTOSKV OF WASTE MANAGENIF,NT I►FS(:RIRIN(: IIU`V GLASS SANT) IS GENF..RATED r,119 0 11 F-I r r nn nn F Plitt • 1 D P IV.F F, war*-- oat", 90ow"t" 11 Vx a Ik N /1R3%T99O j,"44'r,r1'! 1037 ray Ir8��35vr� 1,I)v -mid P-fill'(-(.i Nit. t."vii v"'Oro'INJIV, tAy, 11707 D-'IT MT O`tlt of New York is vex)'interested m ging OwTovvyl of Sowbol(I vitb -ytimm glass snTA from o facility. 11-fP rind is proam-f\1 by the pT4vfIIIi7AtIOn Of glass TM'Ite'TIRIS f"'M 01r reeyCtiog cctttF r located in Brooklyn,Nf-vv York. wa!' p klanagememt,cy-nTemflyr h,-ts a COotA&with rtev yoxj( ,jtv TX)S toAr ,C,e acveek of commingled r"clabjes. Wcc*1Y, AII�tc NIeIvTpTM(,nt exi-mcls appro,xjmatejy goo torts of glass for prose-,Mn-into -'raM. SCXe. *0 - rr ,erj"g process p . ,is wed consi, Pndy to asSlxre siz�,an(' te"' 'of vii podi-oct- Atiacbexi please find Sieve Analysis for the gJk"vRnd-- Waste ven a .with glass ,;jqy �,nipplyipq -,NJ and Prookba I ndfill vi Oa has i-1 the past,-,t ,OF cover pill-Ind for the 1pitypose of rol,(i and drainage material. SboOd yell Mqnivryany-,X-Miliowtj inforTnxtion,please do not hesitate in caffi-ug ine at C 71 R) 'Imr-r0y, 11 I iTIP NI Irat,-iliti'r, Sale M-IT17Tt-T .1rli. .1 rin nn -+� 1-Pr111 i T r, 1•r157G.1 70n•4 QUA I,7 T'X__CON 1 KC1L.--LAHd�A rOR PPOI UTC'T_HAM_ : RF%CYC.T.EU SANu S.A?iPF,F._ DAT*F, : T.ANUAVY 22, 19gU 4IF.V�E_..l�iAT,YSxS EtFI n_r+>rxt by wf-iyt1L clod Sid DOSArtd_Spc�c___7 3/R 100.0 100.0 0 4 93.4 g0 100 76.8 75 1011 56.2 50 - 85 3-, f; 25 - 60 #S0 19.4 10 - 30 #11.V0 8.4 1 - 3.0 82t7U 7..5 0 - 3 Skart Ferxti mr1gF-o Lab. U.i.xPc'tor c pL i Z Y 4 (n v 1 D c 10 11 9 0 11 5 PAC,F 9.' ?? Ar.rp..c+n ,. l �. .. .. __ . �f�{n(tFq l.�saRAlr*({ts, IIfG• 0lIWitRR� C11cf{{YIR( R..14.Y> U VAIA vat CI IIIP..t P.-V .,.-. pilUTi� IIETNQ� auNC ;trA>.ri14 �w►11(�0 rrti,RTtt "++l U411tt FAVOR RFSIRT91 fall DAT1t rpt Id*r r*�-••,� 91.7 D.!0 x t, Ot1CI/97 or t, Od/D41�r • .r rr r r.. . \ t � 1 1 rrra � 14J•l::il;'14.11^'11.. 1':`.t:l; 1 \�,'(•L• PTR .iP1U '1'r_'T..t" m11?'T',1I"I;: 1tI. 1 7r,n Cl , TPflIID F1190115 FP.CF. 11.'?? ACCRF_014 ABORATORIESr INC. r Inr�?1('TTT{'fttttr(��TlMC-17T '. ).nn lY t i cal. Data Report for Star 123 Varick Avenue Brooklyn, NY 1.1237 Projent: R Q 9 8Qr'Vivw8 Q1aox product A,..r_r.c-d ited Laboratories Cane No. : 6064 Date Received: 01/26/96 Laboratory Fuld TD 8>a►1 p1a # t /8'' I.1NDF'FiS 9601179 Ac-credited Laboratories, Tnc. New York Certification Number rMm arta ha: b"on rcvicwt7 cl ana a vwept l del - r� / w Yun;Then Lee, Ph.D• /;/�o Teahnical Director r l �'P,I'C�1�1 r nFr�r f c 1300 } !_,SBS ! 909 541-2015 rAX 909 541-1383 P.(). So- 101) C.irteler,New Jersey 0208-0369 11%1, 1 7 cl(-1 n "I FT'"11 in IF,19 0 1 5 PJB F 12 22 11.0, BOX 369, (A-171 ,HIND AVF1AJF CMITEPET. NEW JETISEY 07M8 Mrig rivxe ( on) 541-,'W51 (FM) All I_ARS PACIE FAX: 541 11957 f 11ftl LIF141 StA'Y7- pnojF-CT oni7,;s c. CONTACT PHONE MY Zj FAX_ ocka 3TAW PATE/TIME ANALYSIS Al I 1-1P'Vlrl F It rim r) in SAMPLED SAMPLE DESMIPTION tiles A-AMFOI G-SLUDGE P=POTABLE WATER 0-011- F-FILTER K=SOLID X---O"MER oh- r1l) TijnrJAnoUfjoL I Blank, Std.3 weeks) V3 'tL n;r; I%rr-nART FS (rirrin On?) 4; FUt'L NY-ASP CLP I p II ( TD nEDU-CED- nEt INOUISHED BY: nECEIVED BY: ORGAWATIOU DATE TIME REASON GN SZN --r 'L.SL A A-# SIGN. nEsi-ONSIRR IT Y Mn SAMPLING f'FtiNT: k1q 7 ALI QUOTE 4 _c; AU CASE A V'A k .-,--, .- L"— —' --- PO # A7 .erre. r stn nn -+ r'r'nf1 • IT) 490115 T,A F 1 '3 '22 tin tklx L'rulhgrl.-Gl�ss _f- -- Utl_UI Ittt( t ACIUR On IcN( ttfdic 51Hf2__ __.- - ,.. •.._.._ .-... n+-L zr-=1tiei<==x#w.wxcsc_Aesci�asi s-tf.r•n■ss r..r�2:nz==.Ys._-1�Ac aLL-_ _..n.r..-.,...�,-....x...ter. tKT/Yr, ttllt_ LAS � L'Q�f'uAtD UG/F.6 ttUl __T.-__ __�'-xF.-_-f�.-.SQL;-'1�=5 OF'.'.TT}LLLS T�fIRFL TIIIIIC�I.�IZC�1t=ICZ�ZZ����SL-..-..__Z�T11II\ttfLOA{R7 •RR n.1wR r'.'f S--��-c.. . si,,y--__^.....phthPn� t) 5311 53•i521 4,6-0inttro-'Z-met hytphenoI U 11UU 4-Dim tropnenot U SSU "T?6fl rtf-rn�phthyIene U Ssu 51Za5 `1, io121 (t«thfar=Pn" U 33U 12111+2 2,4-Olnitrotoluene U t3Q hy;3 R•nzo(r)t«,tnr rr�rA 36 .33311 6Ub1U2 2,6-01nttrotaluene U 339 )4 3 330 (132H N.n,n(A)t,yrrnp t) 33U 1178i3 Ot-n-ectyl phthalate 67 J 33U tl5yv> NAnan(btTluoranthPne tiU J 331) Z9644U Fluoranthene U 339 1)W17 a.n7n(q,h,i)C erylonA 11 330 86737 FIuorrne 333 t)iU?t'� N�nxo(k)F{ ,RrRntnane U 33U 116741 HexachlornbenZene U U 1703 87683 Hexachlorobutediene U 330 5N'^r1 RPnrnic mid U 6-71{t 774/4 Fkrzach[oracyclopentadtene U 33U gUilh Rnnrrl Rlcohnl U 330 S3U 67721 tie�cachl0roethane .11%�+', h!s(-2 �llnrnetnyl)E.th�r U 33u ID86U1 bi,(2-t7tlernisopropy{lether Ef 350 1933y5 lndennt1,2,3-cd)t1yrene U 330 tIi11I fiis(2-FthylhexyV)m1h;%10e 33UU 33U 78591 lsopnorone U 33U hist-2 f•hloroetnnx`'?ttethane U 3311 915)6 2-tiethylnaphthalene Illyll 3U 95<i$7 2-tteth htnol U 33tj 101553 ry_piromnph•nyl-phtnyletner U y 1 P U 33u R11687 RrrtylhP+,'ylphtnatete 1500 3311 lUli3Y4 314x+-t>Ethytphent;l U 33tt 106479 4 fbinroaniltne U 67U 91203 Naphthalene, U 3'31) 887x+4 -1-Nitroantline U IM 21?h(oron�iphthalerte U IlUU 995111 4•thlt�ro-3-a thylphAnnl 0 67U YYUYZ 3-ti,tman IIine. U 35u 1VUU16 4-Nltroantitne U 1.130 v�5/9 1.-Chiornph�nnl U 350 ;UU57'rS G-( InrnphPnyl-G,he«ylr'thsr U 350 YBY53 Nitrobenzene U 330 913ltiti Z-Nttrophenol U 3`!3 tlt3ttl'� Lhty�.«" U 1103 y37(tS Oth,«zn(a,h)Arrthracr.ne U 333 1000'17 4-HI 53Iff5 Dibfnznt'r�ran U 33U 6275Y N-Nttrosodtaethyla■tne U 33U 93;01 ,2-lltchtnrnbenzene t) 33U 86306 H-Nttrosodiphenylatatne U 330 1 aQy{amtne U S3U 5xr17;rI 1,3-Utchloroben-ene U SSU 6216%+7 N-Nttr050-Oi-tt-pr Ittf.'rs7 1,4 UtchtorohPnzzt+' U 330 BN65 Pentachlorophenol 38 J 1330 913x+1 3,3'-Oichiornbenzidine U 6IU $5018 fncnenthrtne U 3311 1V8Y51 Phenol U 3311 12ttN32 2,x+-Dichlnrophenot 84 3 :3'J g,�SoZ 0letnyiphthalate U 33U 129UUu Pyrene 115�7y 01etil methylpate U 331 1111821 1,2.4-Trichlorobenzene U 33U 131113 O„Mthyl phthalate U 335 9595x+ 7,4,5-Trichlorophenol U 330 q�+;a2 C)t n E►,jt,.,lphtha{air 77 330 M62 2.4,6-Trichlorophenol U 330 S! 'N!il;a1E L1Atf'Utttt�ti _EttLV*YY llft113 S1ATU5 l�ttrr�benxer.e a5 �_�5y 23-12U OK j-F{unrobtphonyl 58 % 30-115 UK _ Terphenyl-dl4 t IB-137 QAC tfirnol d5 Y1 X 24-113 UK F{unrophpnn1 73 x 25-121 LK Trtbromnphenol 69 X 19-122 —,UK Ntrcent solid of lUO is u�,r•d for a{1 target compounds. _ (r„7lrgrns romponnd CDnCe!ltratlrrn tovnrt betrna f"JL: 6 - 111d,cates compound found in associated blonk. tor- nut nrt letected. E - Cortnemritirn exceeds highest caltbrbtion standard. t1 tr 'tlr:?tP5 Ina"1!t ?5 t14ccd ret ti ilhition. K - Nesult exceeds residential surface soil standards." t - F -Ijtts exrefd indwOr!?l 5r+rfArM1 5011 SfdndnrC�`.� e 1 t�3: ire h9Sr1 Gn ti?W ;PfSEy' ti t{ f_tP^.m!p ?,fitQrl6 trGRl �l:e t�e}n(Ql6t10n 1tFMs Volume U6 Number 1. »� r., ir.h anni nt1 'Pt l•1{nt1 P,n41 catt_r•nt be_sepratee ny the r,ethod applied rn 1 nn nn fir, I 1 r�rl . I17 110119()115 FT\CF ArrrmpIIFO IARnPAIOFIFS IIIOnrANIC ANALYSTV DATA SrFFT �:, w• 6064 _ Metrix: other �n•��,. x- 9601170 Dere Received: fi�In In 1(8^_I)NnIRS .. - STAR. Ff.,utt tel Dilution Date rrS No. V -nt NG/KG MG/Kfi rector Method Anstyzed 741,1).36 0 Antir—,iy No 6.67 1 P 01/31/96 74/n-'tg 2 ArSWlir .540 .533 1 F 02/01/96 741n-41.7 P-Cy!Ilr#n gn .333 1 P 02/01/96 71.10 43 9 CrAmO m ND .667 1 P 07/01/96 711n 17 3 Ct r—ikn 3.41 7,nn 1 P 01/30/96 71,r.n-cn q rf�M.r. 12-3 2.00 1 P 01/31/96 7439.92 1 I.rnri Nn 7n-0 1 P 01/31/96 7419 97.6 Nr-[rttry Nn .500 1 CV 01/30/96 7117 02 0 Nickel 7.91 2.67 1 p 01/31/96 7787 4? ? S•l.ni,rq NI1 .333 1 F 02/01/96 7440 ?2-4 STlv.!r N4 .667 1 P 01/30/96 7441 78 0 Thnl I icvo No ."T 1 F 02/01/96 741.n-fA-6 zinc 2S7 6.67 1 P 01/31/96 on F l e Twnt Anmt yzr d f!-,r but net dtttected. r pnAlyred by ICf CV - Analyzed by Cold Vapor F - Annlyyrd try CfA A Anaty-ted by ftpme AA rin.• l rlr-� nn ^�; F- F'r�lt • r) : F, elgo1S PACIF 15 22 ArCREOIIrD 1A00RATORTES, INC. PF011 AIVO TCIP MFTAI S IriORCANiC ANALYSIS DATA �IKFT Matrix' <PnCf1AtB - Dote Received: O1j26[9,_ -_ Clirnr ffnm�• $TAR .___-...._.. _. - P^ ul t MDC Di lut jot, Re9fatatory Onto rra W" F Mr,/i Fector Levet MOthod A"Iyred _ -- --------------=----- .____. .,.: 1.00 1 5.00 P OtJ31/96 7440 3S 7 Arsenic 71/,0.37 3 r:nri,�n 2r5 _030 1 100.00 P O1/31/9b 7r,:.0 t,3.� C�!lmitrn HD .v30 1 1.40 P 01/31/96 7r, 0 47 3 chrornitan HD -030 1 5.00 � 01J3T/46 4 7r.39 92 1 rend Hn .500 1 5.00 P 01/31/96 7;37 07 6 M,•rr.!rry HD -002 2 -20 cV 01/31/96 77P?7 19 2 set enik:." un 500 T 7.00 P 01/31/96 7G�" 22 /. silver MD .030 } 5100 P 01131/74' Np F.lrr+*nt m)3ty7od for but nOr cletecteci. p Anityterf t•y Ice CV M�Alyzed by Cold Vapor r An,lytcrl by GFA A - Analylod by ft8m AA 1 - Tr Ti 1 1111 nn ^r ( r rll1 rCCRSD11Fa lnarxntnaM, INC. rrrFRAi, rtirMISTRT AHA1.rSIC DATA caso oto_.., ..._... ._... .__..._.>K•11R _._._ ►1.1.1 u�,..ltiw.•• .._._._._...._..._..�./Q". I1MI1i•RS.----. DILUTIPM NRTwo 51"m ANALTSIS ►uke rTFC RFSIATS not V"l 13 rACTMI Darr r4 8.6z __ 7TTIV 2m. Avlxo 1. No 100. )tit 1 nn nn �� f rr)t1 11) S 10cl0gS pAr,F 1 7!22 nt{��c�rr�urn►t��4r�r,�� I�F,Y,nT1�►N�:FiTP'I'F,c't' RFPnRT I1 1 nn nn i�; FPfIt If) Sr19Plg5 PACF. 19!22 EA I1rw 1!'nrk. f�n� nntt��ntal rrc Analytical 1 ahrr-ltn►ire, T►►c. CI AVN f- St,-%T Recycling. Inc. REPORT NO. 964027. 123 Varirk Aventtt- JOB NO. 012396M'T1 Flionklyn, NY �AM111`>i.lh; Ill- �1t1�1cT 1/x ' l;ntsht'd lrlass DA"IF RI:CI'rVr.D: 01/23/96 DA'I E 'ITSTTD: 01/25/96 I,AR()RAT011'V TEST Xt1ur0RT FOR MIJISTURF-DENSITY RELATIONS OF ,9031,AND SOR,AGGRFGATI"; MIXTURES(ASTM D 1557) TEST DATA rOYN'I'NO. i POINTNO. 2 POINT NO._3 POINT NO. 4 POINT NO. 5 moisture"o 5.5 7.2 9.1 11.2 Dry Density 103.5 1076 UP R 108.1 . 711_4r "rkV DT-'?TMTV'e 110 AP*M XrTK4 W11CTT Mr. 00/ l Z'.. G, LAB DIR.E(,+FFC l c,,ti+.►lTFn��nn77 t,t .11 11 I 11 t 111 1 ';I r I 1.'r 11 r Mew IvOt*S" or brs —� 4, EB 94.039 t;ero•-L1''p of V{lasto t;iansS in embarikrnQnts, select and subbase rYta#B _..... nmp'a%rr�+a Y.._0—r('211 YC6-Nrfac .ttnC,cf3s) Date t��,..-,Ia.�.,Totx,) �.,.__...._T.....-_•....,.,_.._._._._..... { ;' Pahl M3CT'C poputwy Cbief Et ginee-tr TrachxaiCar� ��Irvi��►g. Shy trc�+ 6f 1NaRtrs laic in 0mbankme1jt, seloet or s41bbase matRri;d is moans date ��ced in Gt7f f(]IIIT ftrt? with the attmrhod chanQeS to the Standard S�BCif�C�7 E , I iatnri h�ir?w 9rf, mnrjiri--+tions To Ca4tion 703: � cQrt;*>n 20'3-1 .OP, which is thA defirrition of Suitable Material, has teen amended. sActton 203.7.02, the matRri:ils portion of Section 7.03, has been an*nded. sf?c-tion 203-3.1 C), in Section 203`s Construction Requirements, has an addition304- . t,irto�i below are mortifiCatihns to $aCtiAR �ctiOn 30�t-2,Q2, Maigria4 RF!gtrirernPnts for subbase, has changes. > Sr'ctic)n 304-3.0 t, Cansrrtic'ion rlacpmont regUirements for subbase,have changQd• 5mrwp11Qd for rt a 25 select or sutbbase rmterial shall be evaluated by the Soil �JFochattics 13trrA'trr. SmplPs scjbrnittPd to titin Soil itlipchartiirs >3urQau shatl be clearly l�b�it�ri indicating thtrt the_ mater;nl Cootnion Wa" Mass_ C)�te*�ti!?n4 shoukl he addles-sPd to Sob 13url)p" ,Soil Mechanics Bureau, 457-4724. PAGE 21/22 w A 7,r r fl, A-S; V-slr^ the% fr�11-7ajn%r *hart tf� tliq St,-Andnrd TrecificAtions of ismu&ry 2,, 19-go. r-F.- Lit; 1�rt OR qIIItRbU- Nrktv--V-*q"I, "eld the fol7owl"g: tioul xhAll bo =nnidarfod ouiti.xbIn vwtMrin.1 for -T-nT,f*,n'kTTI-XAt C.'0W';tT'IX(-tiOn. r-� F. *z-,t-% Mn," Gradqtlon. Suitable Wwqto Glpsr-shRU be ems hod to a MR21M=partinI-0 of 3/8 in.-h. Waste Mass my contain up to a= dm=of 5 percent by-,rolirno of cWrei, �rnxrdos, pitas Glass products, paper, plogtIcs or rnnterislsi . The material shad be subject to visual by th;--,i Rrgi4milRI Soils Engineer and may be rejected based an Tr case of rel-clion, the inspeadon must be do"mnnt- t,d in writing to tht? Fr&eer-In-ChArgn fhdicating the baqu of Waste 5 class sbnii not be niaced iw ,11 nMeT with J;Ynthetlu liners, gwgrlds or JXI=1-17()Xared into 5m"U Ov LMirn7u"I.Y xrLL-.vkk ,7dth otbsr sTitable mvrJqJ so tbat Wrote Mann constitutes no more than 30_rere--ent bp -rnfi.-mo vm-vi.-n7RIIy det;-rm-tued by tho Xnginoer-ln- Ch P-0. r,,-,P-- ';^5 Tin'l-r 1,01 9-02 Maf-eqd deh-tae the fir--,t sp-ntence of the first -10rOp-Aph Fknd r"- f-t- it with the fc4lowing: ATFtrCrK,,7 V^r �i;hbars- Course Nb. l cormst of approved Sand and Gravpl, B�Izk FurnAvr� r>jag, Stone. or bk-nd,o t%f these materials consistina of not r4-y- than 30 vnrc by WIXIgbt of Waste, sass, t.►,,,?^r 30�- a U� 1 f-rf %l mquIro-Ownti, dgrlOtQ the first s4ntonco of thea est rm", A!r.+►rh m.nd rorlp a It wfth the followil%V: Aii:o.terls+Jr, furm'shod for Types .1, 3 nrid 4 shell c�onsfet of ap rod t Fttxracn Slag> Storvo, Send and Gravel or ialevids of these Matmials with nQt m"rr? thAn IM be ?;sl ht of Wv--;tQ GI.Rss. Matgr!W furmtsbP-d for Typo 2-hell ecsnsst of apptornd� sf Fr�rzxace Slag yr of Stone tu'b4ic�z fa the product ri evisbirg ledr� rnck or 4e blend of B1mtt Fvrnxtc� Slng or of Stone with not mn ? than 30 percent by wi?lght of Waste Glass. T7TOR ' 304--3.01 ploching, Add the following* E. MetArislF blendpsi with Welts Glass shell uQt bp, placed. is eontart xzth sy ntho-tic liners, geogrlds or gecteatilees. Waste Glass incorporated into �cibrasa cha boo rhorougbly rdxnd so thrtt Wssto Gims eormtitutos no more tb;n. 30 percent by woAght anywhere in the subbase. I' pf ?. 9130194 T-)TPI ?.04 s i • WASTE MANAGEMENT OF NEW YORK FACSIMILE COVER SHEET This facsimile contains CONFIDENTIAL INFORMATION, which may also be LEGALLY PRIVILEGED and which is intended only for the use of the addressee(s)named below. If you are not the intended recipient of this facsimile, or the employee or agent responsible for delivering it to the Intended recipient, you are hereby notified that any dissemination or copying of this facsimile is prohibited. If you have received this facsimile in error, please notify us by telephone and return the original to us at the below address via the U.S.POSTAL SERVICE.Thank you. TO:Sn OS-f " s o v c-y zb� DATE —0 4-- 4 1 M 0C-'A'X4t n 1 t P COMPANY: — cLQ FAX #: ►Q B e& — FROM: CrT*rj PAGE OF .3 MESSAGE L-PrS ih POl+-%1 D�i Sal r�� "4P'J Gft V�VL a M T a u s Oyrp 6n LAOS rAll"P A(�0 VL 'a-a�'° 'F ry 123 VarickAvenue,Brooldyn,NewYork 11237 Telephone: 718.386-7900 Ext. Fax: 718•$28-7090 a Fax: 718417.1128 0 Flr•!r�'tlYl7 r`rca a:. . •v n...`.eau .GY �.n a ---------- ACCREDITED ----.---.ACCREDITED LASOKAIORIES. IMC. MORAL CHEMISTRY W ALTS12 DATA Casa N: 3L w Matrix! __ erusAad alias& / tampls #I 97Lt41; Date Received: _ 63/31/97 C t tent NaMA: IMaxtr It NO stunt _ 4.3 Meld Muabul 314975 DILUTION METHOD BLANK AMALTCIS AMAlYMS RIGULTt kK UNITS FACTOR RESULTS NDL DAT/ solids, Percent 95.7 0.10 x t. 0443197 Flash Point 400 8D. •i 1. 04/0401 APR-03-1997 15;�56 FROM N`r'= DOT AL_BWJY c4Y TO 85056017183BE2580 P.02 To: New York t Of D ► �Of .i T�otilardnR 94-039 4� $ EB Title: Use of Waste Glass in embankments, select and subbase material Oietdbu0ion: AODr� . XNdn Otffae430) XL.00al Gov.(31) XPAOID s(92) XC*htr*Ctors/AGC(39) 1.1128/94 QConsultsntg(34) Q ) Paul Mack Date Deputy Chief Engineer Tachnical services The use of Waste Glass in embankment, select or subbase material is acceptable when used in conformance with the attached changes to the Standard Specifications dated January 2, 1990 Listed below are modifications to Section 203: C Section 203-1.08, which is the definition of Suitable Material, has been amended. G Section 203-2.02, the materials portion of Section 203, has been amended. \ o Section 203-3.10, in Section 203's Construction Requirements, has an addition. Listed below are modifications to Section 304: o Section 304-2.02, Material Requirements for subbase, has changes. o Section 304-3.01, Construction placement requirements for subbase,have changed. Mete-rial smcknded for use as select or subbase material steall be evaluated by the Soil Mechanics Bureau. Samples submitted to the Soil Mechanics Bureau shall be clearly labelled indicating that the material contains Waste Glass_ Questions should be addressed to Bob Burnett Soil Mechanics Bureau, 457-4724. APR-03-L997 15:56 FROM HYS DOT AL94W .i ' TO 85056017123882580 P.03 t► • WASTE GLASS Make the following changes to the Standard Specifications of January 2, 1990. page 2-8 Under 203-1.08 Suitable Material, add the following: Waste Glass from recycling facilities shall be considered suitable material for embankment construction. page 2-10 Under 203-2.02 Materials, add the following: F. Waste Glass 2. Gradation. Suitable Waste Glass shall be crushed to a maximumparticle size of 3/9 inch. 2. Characteristics. Waste Glass may contain up to a maximum of 5 percent by volume of china, ceramics, plate Glass products, paper, plasties or other deleterious materials. The material shall be subject to visual iaspeetion by the Regional Soils Engineer and may be rejected based on this inspection. In case of rejection, the inspection must be document- ed in writing to the Engineer-ln-Charge indicating the basis of rejection. page 2-13 Under 203-3.10 >habankxaen#s, add the following Waste Glass shall not be placed in contact with synthetic liners, geogrids or geotextiles. Waste Glass incorporated into embankments shall be thoroughly mixed with other suitable material so that Waste Glass constitutes no more than 30 Xercent by volume anywhere in the embankment as visually determined by the Engineer-In- Charge. page 3-5 Under 304-2.02 Material Requirements, delete the first sentence of the first paragraph and replace it with the following.. Materials for Subbase Course shall consist of approved Sand and Gravel, approved Blast Furnace Slag, Stone, or blends of these materials consisting of not more than 30 percent by weight of Waste Glass. X of 2 9/30/84 APR-03-1997 15:56 FROM NYS DOT ALEFN'Y NY TO P.04 Page 3-6 Under 304-2.02 Material requirem mtsi, delete the first sentence of the first paragraph and replace it with the following: Materials furnished for Types 1, 3 and. 4 shall consist of approved BkLst Furnace Slag, Stone, Sand and Gravel or blends of these materials with not more than 30 percent be weight of Waste Glass. Material furnished for Type 2 shall consist of approved Blast Furnace Slag or of Stone which is the product of crushing ledge crock or a blend of Blast Furnace Slag or of Stone with not more than 30 percent by weight of Waste Glass. Page 3-7 Under 304-3.01 placing, add the following: E. Materials blended with Waste Glass shall, not be placed in contact with synthetic liners, geogrids or g*otextiles. Waste Glass incorporated into subbase shall be thoroughly mixed so that Waste Glass constitutes no more than 30 percent by weight anywhere in the subbase. 2 of 2 9/30/94 TOTAL P.04 f P 0=1 'T7 1t1:13 PF:,-'T Fk,�. 'J+UcIFX P. i/i _. 1-37 360.1.14(u) ""w i Aoa include amaw s, a safe Section 360-1.15 Benelaelal use. .ow gaohuts and (a) Applicability. (1) This section applies to materiLr' that, before being beneficially used(as determined by the .+ern ,r a Subpart depar,,meut), were solid waste. This section does 'b ,.....� '►W of solid not apply to soiid wastes subject to regulation unifier ti1ie` , ws,6a4 operator, Subpart 360.4 of this Part, except in the manner aw•+° •vmlab;e identified in Subdivision 360-1.15(b)of this Pint. !W~ r.w%MW to this Mlw ,% eco operation (2) Beneficial use determinations granted by ,—OOMI platy acid this department before the effective date of this section shall remain in effect, subject to all •�r#MrMgt conditions contained therein, unless specifically OWN" ash•Aper solid addressed by subsequent department action. CW* * *A**,wd by the M� . se dawion (b) Solid waste cessation. The following items `i" " yatravx trust are no longer considered solid waste for the ,...Oma :: months purposes of this Parr when used as described in this utaC ''"""'* • VAM of subdivision. t tniM ,- w • -kol operator (1) materials identified in subparagraphs f So ,..,. w tsw►dod or 371.1(e)(lxvi)-(viii) of this Tule that cease to be w& qpVwwwVA will solid waste under the conditions identified in those 4m& movidual subparagraphs; at am"* ad effecnive (2) compost and other distribution and ."fY these marketing (D&M) products that satisfy the �$ applicable requirements under Subpart 360-5 of this b Pan; o a v 00'am d by the tent, * ,.rrr«yed by the (3) unadulterated wood, wood chips, or ex:inow - • armgaued bark from land clearing,logging operations, utility the: *+a facility lint clearing and maintenance operations, pulp and paper production, and wood products manufacturing, when these materials are placed in any co=ner'ce. for service as mulch,landscaping, animal tr:iliry bedding,erosion control,wood fuel production, and pry, „.. ..'r.»r %&*C ihat bulking agent at a compost facility operated. in ;liy at .w,. 4nw0*60" Ow,a cW UM compliance with Subpart 360-5 of this Part; appn ' ,, ,•wit.. Waste. � ,rw.�r► *. ttmedY (4) uncontaminated newspaper or newsprint 4*urrr+ +trcq as. whoa used as animal bedding; T .� yes NO „i,srt,,,,r aw s_wNion, (5) un ntaminated glass when used as a meat, .. w awtudes substitute for conventional aggregate in asphalt or ,y half , «�„ �,. M toroved subgrade applications; iblQ M �<: :cos .r+•. uebta'r�tse %wk a spund, (b) tire chips when used as an aggregate for y «u �..... ;.d'qftd dc" road base matenals or asphalt pavements in erattt>i. • - •+•�� Specific accordance with New York State Department of st ,,. . , ...cicCttve Transportation standard spxificatons, or whole it " PAP OP No to tires or tire chips when used for energy recovery; t F :v APIs 00 97 FRI 16:1Z RCCREDITED LANG 9085418257 10. 01 ACCREDITED LAROFAFRIES, INC. CHAIN bF CUSTODY FORD. P.O. BOX 388. FOOT MOPERSHING AVENUI~ CARTERET, NEW JERSEY 0700&0369 PHONE: (808)541.2M 1(800)AU-LA88 FAX. (ON)5411-6257113113 PAGE QF GUENT k1crJA "� at wn►`t NvcPROJECT eeA4A !q C; L. s ADD(MS �2.3 \� IcA . CAGY. +�e..�j!T,l•�,, �ct<,f..>,t �PfiON�t.� '�l$ o�'b'�--�j"'l'J ':$TA,,,.' A�'ht `doe-k.. ZIP �,�� wc•,�.. �II Mgr-�ts z,._... t, ^AU. AwIP � +''' jF ELD IQ "M b6A�PI�E SAMPLE DE,r.�I�'T *"y' ALYS�S �� y 1 •-, i !"� +tr w I. +� ::A r :i1 liy '1 :I:.T 9704914 t�g } 3.. t�.q sft.%o post•IN Fax Note 7671 `► Oojoev4 fly-r- M= IA1 IX�"►r,. �Ar:At'�UEOUS 31301E Ci=SWDQE P=POTABLE WATER O-OtL F-FlLTFA K•SOLID X-OTHEF 1=� 4.O' TURNAROUND: (It Blank.Std.3waskls) i e'�},L,� 6Y0 REDUCED FULL NY-ASP CLP! CLP tl i :.' .. D OY: -RECEIVED BY:. t1 OpGNNL 01 DATE TIME REASON Nati• PRINrft� f. S1GN' •, -PRINT, ,SKiN, SONS)ASSUMING RSSPONS181LITY FOR SAMPLING; PRINT; $IGN; Yuic -4to Management of New York Varick Avenue oktyn,New York 11237 A Waste Management Company •ne 7.181 .798 718!628628.70899 WASTE MANAGEMENT OF NEW YORE QUALITY CONTROL. LABORATORY PRODUCT NAM: GLASS SAND SAMPLE__DATE : JANUARY 23, 1997 SIEVE ANALYSIS Percent by Weight Pa®eine Sieve Glass Sand DOT Sa=id Spec. 703-07 3/8 n 99.3 100 .0 # 4 93 .4 90 - 100 # a 76.8 75 - 100 #16 56.2 50 - 85 #30 35.6 25 - 60 #50 19.4 10 - 30 #100 9.4 1 - 10 #200 4. o 0 - 3 Moisture Content (as received) : 6 .80% by weight Organic Matter (paper etc . ) - dry basis : 1.89% by weight Stan Fernandes Lab. Director i,. nuti2a::i" C n rfivisron o`Wkl �.i 1 .• fl rl:Yif 4�R ACCREDITED ORATORIES, INC: —1— Impfementing wow's recknology, Today: Analytical Data Report for Star 123 Varick Avenue Brooklyn, NY 11237 Project: B Q 8 services - Glass Product Accredited Laboratories Case No. : 6064 Date Received: 01/26/96 Laboratory Field ID sample # 1/8" UNDERS 9601179 Accredited Laboratories, Inc. New York Certification Number 11109 . This data has been reviewed and a epted Yun/ahen Lee, Ph.D. Te nical Director CORPORATE OFFICES: 800-254-LABS % 908-541-2025 FAX 908-541-1383 Foot of Pershing Avenue P.O. Box 369 Carteret, New Jersey 07008-0369 0 Printed on RECYCLED paper made with 20%post consumer waste P.O. BOX35% ruuI Vh vr_m11Nu Avmur_ CARTERET, NEW JERSEY 07008-0369 PHONE: (908) 541-2025/ �1 ALI-LABS PAGE _� OF FAX: (908) 541-8257/ 13 CLIENT S'I1A'1t'L Ei6cti cL-.4 Z 1 N c . PROJECT f W-6 S Cf21� _ CLAS f EDOLc(' DDRESS L 2-3 VYrl&akC A%A ' CONTACT '5m' 1-hrJ F<94Z4&^=4!1 CITY 200 V- PHONE �,$ 38 26 7 T+ L4-%-l:- -7 0 2) STATE- ZIP O-:5 7 FAX ALI SAMPLE# FIELD ID 'C •'M DATE/TIME SAMPLE DESCRIPTION ANALYSIS SAMPLED CSS M{PLQr Le.� s Do �Q Pvj PO -L-o wss "M=MATRIX A=AQUEOUS S=SOIL G=SLUDGE P=POTABLE WATER O=OIL F=FILTER K=SOLID X_-OTHER 'C=NO.CONTAINERS TURNAROUND: G>Y 3`3cpal f Blank,Std. 3 weeks) DELIVERABLES(circle one) STD REDUCED FULL NY-ASP CLP I tLP 11 RELINQUISHED BY: RECEIVED BY: ORGANIZATION DATE TIME REASON PRINT SIGN PRINT LGN M &-r 'ERSON(S)ASSUMING RESPONSIBILITY FOR SAMPLING: PRINT: ri q SIGN: - - - We oe`,L, 3 Co P L d:S 09- q"13 (ZEftest' AU QUOTE# COMMENTS O.-f m 0C\ r4 S7'A Tu:' AU CASE# - - .S-W AT1 0.,j r Aj tj o dL P.O.# L�-1, 2 '.E NUMBER 6064MAIRIX "ru5hed Glass -iPLE NUMBER Auli/Y 0UILUIION FACIUR W.0 IA FILE )F5243 DAIE EXTRACTED 01/29/Y6 1'r-'NI NAME SIhR UAIE ANALYLEU U1/3U/Y6 .LU IU 1/e" UNUERS ANALYZED BY LARRY -zsszzxxzzxzxxszszzzzazxzxaasasszzxzxzzzzxxszzsxazxz=�zzzz zszssaxszsszszzsax�aazsss:zssaasaassasasasacsasnxs.sxaaszazx 5 LUMPOUNU UG/KG MUL CAS # COMPOUNU UG/KG MUL szszz�saszzzszssasazzaszzxszzzszzs�xzz=xzccznzcczccsccnosz ascsasassxxxssxxassxszzzssszzszsxszssxcssxc�zz�sasxaxszasz.x 329 Acenaphthene U 330 534521 4,6-Dinitro-2-methylphenol U 17UU BY68 Acenaphthylene U 35U 51,285 2,4-Dinitrophenol U 33U 012/ Anthracene U 330 121142 2,4-Dinitrotoluene U 330 553 Benzo(a)Anthracene 36 J 330 61162112 2,6-Oinitrotoluene U 33u 1328 Benzo(a)Pyrene U 33U 117840 Di-n-octyl phthalate 74 J 33U 15992 benzo(b)fluoranthene 50 J 330 21164411 Fluoranthene 67 J 33U '1247 Benzo(g,h,i)Perylene U 330 86737 Fluorene U 330 17089 Benzo(k)Fluoranthene U 330 114741 Hexachlorobenzene U 330 .85U Benzoic Acid U 1700 87683 Hexachlorobutadiene U 330 111516 Benzyl Alcohol U 6711 774/4 Hexachlorocyclopentadtene U 33u 1444 bi5(-2-Chloroethy l)Ether U 33U 67721 Hexachloroethane U 330 18601 bi5(2-Chloroi5opropyl)ether U 33U 1933Y5 Indeno(1,1,3-cd)Pyrene U 33u 0817 Bi5(2-Ethylhexyl)Phthalate 33UU 330 78591 lsophorone U 33U !lyll b15(-2-LhIoroethoxy)Methane U 33U 915/6 2-Methylnaphthalene U 53U )1553 4-Broaiophenyl-phenylether U 3311 95487 2-Methylphenol U 330 :687 Butylbenzylphthalate 131111 5311 1118394 364-Methylphenol U 3311 J6478 4-Chloroaniline U 67u 91203 Naphthalene U 33U 1587 2-L'hloronaphthalene U 33U 88744 2-Nitroaniline U 17UU 9507 4-L'hloro-3-methylphenol U 67U VYUY2 3-Nitroaniline U 1/UU 55/8 2-Chlorophenol U 33U IUUU16 4-Nitroaniltne U 1/UU 11115723 4-Chlorophenyl-phenylether U 33U Y8Y53 Nitrobenzene U 33U 18U19 Chrysene U 33U 88/h5 2-Nttrophenol U 33U 3703 Uibenzo(a,h)Anthracene U 330 lUUU27 4-Nitrophenol U 17UJ 32649 Oibenzofuran U 3311 6275Y N-Nitrosodtmethylamtne U 33u 5501 1,2-Dichlorobenzene U 33U 86306 N-Nitrosodipnenylamtne U 330 41731 1,3-Utchlorobenzene U 33U 621647 N-Nitroso-Oi-n-propylamine U 3311 U6462 1,4-Dichlorobenzene U 33U 87865 Pentachlorophenol U 12JU 1Y41 3,3'-Uichlorobenzidine U 6711 851118 Phenanthrene 38 J 33U 20832 2,4-Dichlorophenol U 330 10052 Phenol U 330 °4662 Uiethylphthalate U 330 129000 Pyrene 84 J 53U 05679 2,4-Dimethylphenol U 33U 120821 1,2,4-Trichlorobenzene U 33U 31113 Dimethyl Phthalate U 330 95954 2,4,5-Trichlorophenol U SSU 4742 Di-n-Butylphthalate 77 J 330 88062 2,4,6-Trichlorophenol U 330 SURRU6AIE CUMPUUNUS RELOVERY L1MI1S S1AIUS Nitrobenzene-6 55 % 23-12U UK 2-Fluorobiphenyl 58 % 50-115 UK Terphenyl-d14 103 % 18-137 UK Phenol-d5 92 % 24-113 UK 2-Fluorophenol 73 % 25-121 UK 2,4,6-Trtbromophenoi 69 % 19-122 UK Percent solid of 111U is used for all target compounds. J - Indicates compound concentration found below MUL. 8 - Indicates coo.pound found in associated blank. U - Indicates compound analyzed for but not detected. E - Concentration exceeds highest calibration standard. U - Indicates result is based on a dilution. R - Result exceeds residential surface soil standards.* I - Results exceed industrial surface soil standards.* * Flags are based on New Jersey Soil Cleanup Criteria from Site Remediation News Volume U6 Number 1. ** 3-Methylphenol and 4-Methylphenol can not be separated by the method applied 3 NUMBER MATRIX _ E NUMBER SBLK54 DILUTION FACTOR FILE _ )F5262 DATE EXTRACTED 01/29/96 ;T NAME DATE ANALYZED 01/31/96 i ID ANALYZED BY LARRY =...iitttl.tti................ ...................1....i.....tl..l....li.i..i...i.lt....i.. COMP0UND UG/KG MDL CAS # COMPOUND UG/KG MDL ...■.■i...ttt.iltttt..i■ilii■■l.tt...tit..iitltitil.ti.■ ........t.l..till..li.l.•..llll.i..ti...tt.il..li..iiilti..■ 7 Acenaphthene U 330 534521 4,6-Dinitro-2-methyiphenol U 1700 68 Acenaphthylene U 330 51285 2,4-Dinitrophenol U 330 27 Anthracene U 330 121142 2,4-Dinitrotoluene U 330 3 Benzo(a)Anthracene U 330 606202 2,6-Dinitrotoluene U 330 8 Benzo(a)Pyrene U 330 117840 Di-n-octyl phthalate U 330 92 Benzo(b)fluoranthene U 330 206440 Fluoranthene U 330 42 Benzo(g,h,i)Perylene U 330 86737 Fluorene U 330 189 Senzo(k)Fluoranthene U 330 118741 Hexachlorobenzene U 330 0 Benzoic Acid U 1700 87683 Hexachlorobutadiene U 330 •16 Benzyl Alcohol U 670 77474 Hexachlorocyclopentadiene U 330 .44 bis(-2-Chloroethyl)Ether U 330 67721 Hexachloroethane U 330 .01 bis(2-Chloroi5opropyl)ether U 330 193395 Indeno(1,2,3-cd)Pyrene U 330 '17 Bi3(2-Ethylhexyl)Phthalate U 330 78591 lsophorone U 330 =11 bi5(-2-Chloroethoxy)Methane U 330 91576 2-Methylnaphthalene U 330 .53 4-Br000phenyl-phenylether U 330 95487 2-Methylphenol U 330 -7 Butylbenzylphthalate U 330 108394 364-Methylphenol 330 :78 4-Chloroaniline U 670 91203 Naphthalene U 330 7 2-Chloronaphthalene U 330 88744 2-Nitroaniline U 1700 17 4-Chloro-3-athylphenoI U 670 99092 3-Nitroaniline U 1700 78 2-Chlorophenol U 330 100016 4-Nitroaniline U 1700 4?723 4-Chlorophenyl-phenylether U 330 96953 Nitrobenzene U 330 019 Chrysene U 330 68755 2-Nitrophenol U 330 03 Dibenzo(a,h)Anthracene U 330 100027 4-Nitrophenol U 1700 649 Dibenzofuran U 330 62759 N-Nitrosodinthylaeine U 330 O1 1,2-Dichlorobenzene U 330 66306 N-Nitrosodiphenylanine U 330 731 1,3-Dichlorobenzene U 330 621647 N-Nitroso-Di-n-propylamine U 330 467 1,4-Dichlorobenzene U 330 87865 Pentachlorophenol U 1700 41 3,3'-Dichlorobenzidine U 670 85018 Phenanthrene U 330 832 2,4-Dichlorophenol U 330 108952 Phenol U 330 62 Oiethylphthalate U 330 129000 Pyrene U 330 679 2,4-Dimethylphenol U 330 120821 1,2,4-Trichlorobenzene U 330 113 Dimethyl Phthalate U 330 95954 2,4,5-Trichlorophenol U 330 42 Di-n-Butylphthalate U 330 88062 2,4,6-Trichlorophenol U 330 SURROGATE COMPOUNDS RECOVERY _LIMLTS. STATUS Nitrobenzene-6 64 % 23-120 OK 2-Fluorobiphenyl 61 % 30-115 _OK Terphenyl-d14 67 % 16-137 —Z— Phenol-d5 103 % 24-113 O_ 2-Fluorophenol 91 % 25-121 O_ 2,4,6-Tribromophenol _0 % 19-122 U_ Percent solid of 100 is used for all target compounds. - Indicates compound concentration found below MDL. 8 - Indicates compound found in associated blank. - Indicates compound analyzed for but not detected. E - Concentration exceeds highest calibration standard. - Indicates result is based on a dilution. 3-Methylphenol and 4-Methylphenol can not be separated by the method applied 4 • ACCREDITED LABORATORIES, INC. INORGANIC ANALYSIS DATA SHEET Case #: 6064 Matrix: Other Sample #: 9601179 Date Received: 01/26/96 Field ID: 1/8" UNDERS Client Name: STAR Result MDL Dilution Date CAS No. Element MG/KG MG/KG Factor Method Analyzed 7440-36-0 Antimony ND 6.67 1 P 01/31/96 7440-38-2 Arsenic .540 .533 1 F 02/01/96 7440-41-7 Beryllium NO .333 1 P 02/01/96 7440-43-9 Cadmium ND .667 1 P 02/01/96 7440-47-3 Chromium 3.41 2.00 1 P 01/30/96 7440-50-8 Copper 12.3 2.00 1 P 01/31/96 7439-92-1 Lead ND 20.0 1 P 01/31/96 7439-97-6 Mercury NO .500 1 CV 01/30/96 7440-02-0 Nickel 7.93 2.67 1 P 01/31/96 7782-49-2 Selenium ND .333 1 F 02/01/96 7440-22-4 Silver NO .667 1 P 01/30/96 7440-28-0 Thallium NO .667 1 F 02/01/96 7440-66-6 Zinc 257 6.67 1 P 01/31/96 NO - Element analyzed for but not detected. P - Analyzed by ICP CV - Analyzed by Cold Vapor F - Analyzed by GFA A - Analyzed by flame AA 5 OCCREDITED LABORATORIES, INC. REGULATED TCLP METALS INORGANIC ANALYSIS DATA SHEET Case #: 6064 Matrix: Leachate Sample #: 9601179 Date Received: 01/Z6/96 Field ID: 1/811UNDERS Client Name: STAR Result MDL Dilution Regulatory Date CAS No. Element MG/L MG/L Factor Level Method Analyzed 7440-38-2 Arsenic ND 1.00 1 5.00 P 01/31/96 7440-39-3 Barium .245 .030 1 100.00 P 01/31/96 7440-43-9 Cadmium NO .030 1 1.00 P 01/31/96 7440-47-3 Chromium NO .030 1 5.00 P 01/31/96 7439-92-1 Lead NO .500 1 5.00 P 01/31/96 7439-97-6 Mercury NO .002 2 .20 CV 01/31/96 7782-49-2 Selenium NO .500 1 1.00 P 01/31/96 7440-22-4 Silver wo .030 1 5.00 P 01/31/9b NO - Element analyzed for but not detected. P - Analyzed by ICP CV - Analyzed by Cold Vapor F - Analyzed by GFA A - Analyzed by flame AA ACCREDITED LABORATORIES, INC. GENERAL CHEMISTRY ANALYSIS DATA Case B: 6064 Natrix: Crushed Glass Sawie R: 9601179 Data Received: 01/26/96 Client Massa: STAR Field Muaioer: 1/8" UNDERS DILUTION METHOD BLANK ANALYSIS ANALYTES RESULTS NDL UNITS FACTOR RESULTS MDL DATE PN 8.62 S.U. 1. 01/30/96 Total, Organic Carbon 7750. 200. m2/K9 1. NO 100. 02/01/96 7 New York Environmental& N Y EA Analytical Labora#, Inc. CLIENT: Star Recycling, Inc. REPORT NO. 964022 123 Varick Avenue JOB NO. 012396MT1 Brooklyn,NY SAMPLE ID: Under 1/8" Crushed Glass DATE RECEIVED: 01/23/96 DATE TESTED: 01/25/96 LABORATORY TEST REPORT FOR MOISTURE-DENSITY RELATIONS OF SOIL AND SOIL.AGGREGATE MIXTURES (ASTM D 1557) TEST DATA POINT NO. 1 POINT NO. 2_1 POINT NO. 31 POINT NO. 4 POINT NO. 5 moisture/0 5.5 7.2 9.1 11.2 Dry Density 103.5 107.6 109.8 108.1 NwMAUM DRY DENSITY: 110 lbs/cu.fl. OPTIMUM MOISTURE: 9% LIT , LAB DIRECT CAAWROV64021SAM ,,.. RECEIVES OCT 719„ STAYS 0Ir NEW YORK ! DEPARTMENT OF TRANsPORTATION ALBANY. N.Y. 12232 JOHN C LOAM MAA1 f M 410mo COMMMAIGN&A Q V�ANp11 ! I October 4 9 1984 1 Mr. David Hamung Managing Director ESCAPA Road 421 New K,arner suite 30 Albany, NY 12405 • s 1 Dear Mr. Hamling: Subject: WASTE GLASS ous other ver==t, industry, and recynqX' r',4 !Snips After discussion with vagi g+o the New York State Department. of TrAnSPortation. evaluated wasis to potential source of construction materw. Vpon consultation with other S highway departments and review of technic ° � we haverepred modifications to our current NYSDOT Stand tbIgW�nstr Con gi Of glass blended with other materials for embsaand Enclosed is s Copy of the modlfl=tions to the apecifiodtions Which Will 9 1 BADas in the oral. These notes will be effective with Construction pro lot prop on and after January 22, 1995. pl ease oontaat Robert Burnett at (518) 457-4719 should you have technical questons regarding the use of these apecMeations. Sincerely, WESLEY P. MOODY s Director Soil Mechanics Bureau 1 By: p ip•A.-Walton Associate Soils Engineer ' PAW:DM Enclosure y , w� Mahe tleg (Gaawini 4100 to tb+ staodatd SpacedIt Vnd� sos-i•c� Saitible Ustmddp add the foliowIAV • lnitsb�mat rlai fop pp� QAd• x•10 ' VaderZ.OS 3iata3r, add the follo+dnat �, �Ijastg G1a:ta 1• Creulatl+on. suttablo W4ate alms slat g noshed to a maximum le sixe ag 314 sem• May Qoata�u"IV to a ma son 3 sresat 3. Charrotarlstsos. 1fTaat�GL;s p or by vosuma at tea. a�• �*to � bi Sol"b� sins iation 'bowd an by tb.Regioua1 S tad roe nit bb d X , has this Naatsan.to t2w 8 '•tM-�v e' of sdSn �� �atioa. Qadar -3.�0 E'mwokmsats, add tbs f+olto++i C i lSa4raor Yenta aim Waa not bo plead m�imb�ts�be tlLotvP30i OD'd . Writs O"Inwriustsd gz��t • W"Lubla ararLl ao that waste Glass oonstitstLQs tyo b ma" volume Onywhm is the pw Z'a .' tit ats, delete to Ibmt !llitsna Vtsderd xep3aLi 1�ifanowtw ' • sBail ooQsist at approved Sand . d ot nothater s f0i Subbase s n@. a! Mends of thaens matet�aLe aoas t �pro� Bust �'urnsaeSlaw. nose tun 30 paroeat by w9jht W WastR � Pads 304 + eta me AMC SMUMoa Jat fat Vader �' rpm it Vlt� �� and t of ap favid Suit UWmrlats & nished ibr I• Z sad 4 s� °0°0`s'� �+ith not gu.�, , Stang, Saaet and aravei or � e =is$ued fO'r Type mora 30 perc.nt tie Furnt0s Siad o v of Stone whish i� tit roduat I.,dMa consist of a9prooed g yr of S�o3zg th act of orwbing lodes rock or a bland d Wash tO�Ia:s• � more thea 30 perasa by Vador ZC4-3.01 Dlaain�t.�� the fblloxls�= l I ... New Yorkj` e Department of Environmental Conservation .r Division. '`Solid & Hazardous Materials, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 s Phone: (516) 444-0375 FAX: (516) 444-0231 John P. Cahill Commissioner August 10, 1999 The Honorable Jean W. Cochran Supervisor Town of Southold Town Hall _ 59095 Main Road Southold,New York 11971 Dear Supervisor Cochran: The New York State Department of Environmental Conservation("Department")is in receipt of both the Town of Southold's letter of August 6, 1999 from Mr. James Bunchuck, requesting approval to use approximately 1000 cubic yards of glass sand from the property of Mr. Clifford Cornell of Southold as alternate grading material and the analytic results of a sample of the Cornell material. The Department has reviewed the analytical data provided and has no objection to the use of the material as alternate grade at the Southold Landfill as long as it is used only beneath the geomembrane liner. As Southold will be stockpiling glass sand for Waste Management,care should be taken to keep the Cornell material separate as comingling will result in the Cornell material again being subjected to sampling. If there are questions,please contact the undersigned at 516-444-0388. Sincerely, .est Lampro Jr. Environmental Engineer I cc: Alice Hussie,Town of Southold Gregory Yakaboski,Town of Southold James Bunchuck,Town of Southold Tara Hemmer,Waste Management of New York Melissa Treers,NYSDEC,Albany David Glass, D&B file: 52S 17 T 0 FROM DVIRKA AND BARTILUM Consulting Engineers Joision of William F. Cosulich Assoc., P.C. 330 Crossways Park Drive Woodbury, New York 11797-2015 Phone: 516-364-9890 718-460-3634 Fax: 516-364-9045 SUBJECT Date J <J Signed 4 Signed Date MRM-8593 �Wsir 'i,A;O i'f a lk D 'WITH REP;, PRINTED IN U.S.A. i wum WASTE MANAGEMENT 123 Varick Ave. Brooklyn,NY 11237 (718)533-5230 January 20, 1999 Dave Glass Dvirca and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797 Ref: Soil Fill Material for Southold Landfill (as per Jim Bunchuck) Dear Dave: As discussed, I am enclosing copies of analytical test reports for soil fill material sampled on 8/11/98 from our Materials Division, 70-04 73rd Place, Woodside NY 11377, for OENJ-Elizabeth Project,New Jersey. I am also enclosing Geotechnical Data (Gradation and Moisture Density Relationship-Modified ASTM D1557) for the material tested on 7/10/98 by Material Testing Lab Inc . Soil Fill/Clean Fill material produced by Materials Division, Woodside, consists of material received from soil excavations from New York City and its suburbs and is exempt from Part 360 regulations. This material is screened at Woodside to achieve required particle size distribution in the product. Sincerely, ')Pxw� Stan Fernandes Laboratory Director Copy: Dave Cinquemani Manager, Woodside Facility 1 Twt,NQ • • MATERIALS TESTING LAB INC. NEW YORK DIVISION 1329 XMC140 TURNMCE•NEW HYDE PARK,NEW YORK 11040 4(516)3546600•FAX(516)384.6690 Client: Waste Management Report M. 98WM-002 Page 1 of 1 123 Varick Avenue Date: 07/10/98 Brooklyn,NY 11237 Project: In House Sample: Backfill Material Test: Gradation, 0200 Wash Method: ASTM C136,ASTM D1140 Sampled By: Client On 07/09/98 Delivered By: Client y� Gradation,#200 Wash 1" 90.2 1/411 86.5 1/411 70.8 N/A N/A 44 66.8 N/A. N/A #10 57.9 N/A N/A #40 36.3 N/A N/A #100 19.9 N/A N/A #200 14.6 Sample ID #1 - Stockpile @ Woodside Facility Complies: Reported To: an Fernandez(WM) t Testing Lab,Inc. Remarks: The above reported data Is the property of the client. No reproduction of the above data wlthourthe sole pertnission of Matstlals Testing Lab,Inc. 7aA. wsld,P.E. Materials Testing■teepti no liability for work exec=d by others. Vice President-FAginechug MEW YORK CITY-LOMO ISLARD.EDISON.MJ•MCUI GTOM,CT.DOVER,DC "PUT VS TO THE TEST' #07/22/98 WED u8:51 FAX 516 351 6690 )IATERIAl.S llbiiu Lnu �' �*tasriNo • • 1° MATERIALS TESTING LAB INC. NEW YORK DIVMON 15291ERICHO TURNIME•NEW HYDE PARK,NEW YORK 11040•(516)354-6600•FAX(916)3.55-6690 Report*: 98WM-003 Client: WASTE MANAGEMENT Dote: 7110198 123 VARICK AVENUE BROOKLYN, NY 11237 Project: C e,N � V'7:!2-A I,eq Sample: SOIL FILL @ WOODSIDE FACILITY Test: MOISTURE DENSITY RELATIONSHIP (MODIFIED) Method: ASTM D1557 Sampled By: MT DELIVERED BY: MT TEST# SLASSIFICATION MOISTURE DRYED NSiTY 2 SP/GP 4.4 117.0 6.7 119.2 7.5 121.7 9.6 122.9 11.4 122.4 OPTIMUM MOISTURE MAXIMUM DRY DENSITY 9.9 % 123.0 LBS./CU. FT. 125.0 123.009.9% 123.0 Y 121.0 119.0 p 117.0 - 115.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 % MOISTURE a To: S n Fernandez(WM) t Testing Lab,Inc. Mad5a Kalinowski, P.E. Vice President-Englneedng MEW YORK CITY•LONG ISLAND.EDISON,14J•REWU443TON.CT.DOVER.DE 'FUr US 70 me TEST' V.0 - t� — i 3 3 516=249-14bb ETL 516-249-3150 Environmental Testing Laboratories, Inc. FAX 516-249 8344 208 Route 109 • Farmingdale • New York 11735 NY NH MA VT SOIL.WATER&AIR ANALYSIS•ORGANIC/INORGANIC • PETRO CHEMICAL NJ RI DE ME CHAIN OF CUSTODY DOCUMENT Cr PA MD VA G - 8222 o s 1-��,j �r �c A p�.y Sampler (Signature): (Print):p ` roject Name: nt-w -F of,:tc Project Manager: OF Project Address: 1-1-6 1VVr"e Cic Iv Pta-0,0 k- 4 nj Bill to: c JM: I 0 Rush by + �OrL`OO��vc` �5 ��`' p5� Q� SAMPLE INFO = split Ste"- G=Grab; C=Composite; e=Bunk •Air- vol.(Lners) ,�O O ma << �� P • aMx: L=Liquid: S=Sal, SL=sludge; A'=Air: w=Wipe include now(CFM) Ime Type Matrix Sample Location .».»».. .».». ».»»» �O SaO�Qt� .. `i'9. `i�.QG..4� SG�S�GQ. tea.�..�c`.a�.... »_. »» G .S 1\ q8 J=j ,. ,%lei3 G S $- I� q$ J-2- 121q v _�ZS� r. � �c4�i✓f 2l c� Fes( 1 1p6L_ u -r � • cs � .tc to vr� F ,� -� P � >> CL TC , ia . z W S u t ' S t� Ct .T s �: "1 L-i-� ►., "eta�T �,tb 1— !'F-n'l c S ,8' S ftvl t-t3 C p'-1 c rE19 C-1 1PInc ftIVYU A L cis a t 41: 6 tot t -trn -N hftica °`` +� w I: "3 1023 — 12 P �: ,OVAn w �. 13 ..mac, V-e2 o e-j 3 _ t-L-kz A Ob � € T 0. Relinquis by (Signature): Date a t 1 Q$ Printed Na &Agent: Recei by i�nature): DateF/// ;; Printed Name& Agent: C \ 6 Time rL Nns��cz Time ; j O G Relinquished by (Signature): Date Printed Name&Agent: 90mments&Speci4f Instructions: Disposal Facility: TIM Ti Received for Lab by (Signature): Date Printed Name: Number&Type of Containers: Preservatives: Time /—Am LX__r- ' AUG-26-98 WED 8; 42 AM ET' FAX K0, 4662498344 P. 16 Environmental Testing Laboratories, Inc. 208 Route 109, r-armingdale, NY 11735 , Fax- S 16-249.8344 • Phone: 516.249-1456 ANALYSIS REPORT - Total Solids 08/26/98 project custogy Document G8222 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan f=ernandes Sa�+r pie 1 Analysis Inforrastlan Custody: G8222 Type: Composite Analyzed: 08112198 Collected' 08/11f98 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: Anaiv a Sancen ration Units, DIlution MALau % Solids 88.3 Reviewed by: -. ppb-ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; B=in blank; NA-Not Analyzed; MDL=Method Detection Limit; nd=Not Determined; EsQuantitated Above Calibration; IDL=tnstrument Detection Limit. wnWt sample bascd on dry weight basis; Air MDLs based on 1 L of sample. FLAP Cert#10959. a =q�pn TS - Page 1 _ 'AUG-25-98 WED 8 88 Abl E:'I 0 PAX NO. 2498344 P. 10 16 Environmental Testing Laboratories, Inc. 208 Route too. Farmingdale, NY 1 1735 • Fax: 516.249.8344 • Phone: S 16 249.14S5 ANALYSIS REPORT - Priority Poll.MetaIS-RCRA . 08/26/98 Pr_o ect gustody Dgcume t G8222 Waste Management of NY fkeceived: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager; Stan Fernandes _ __— S, arpte 1 Analysis Iniormatlon Custody: G8222 Type: Composite Analyzed: 08/14/98 Collected: 08111/98 11:35 AM Matrix: Soil Remarks' Location: 81198-J-Comp Remarks: Analyte Ci2ncelitration l nits plies M Maas Arsenic 8.10 ppm 113 0.9 ppm Cadmium <0.3 ppm 113 0.3 113 0.9 ppm Chromium 12.9 ppm Lead 189 ppm 113 0.2 ppm Mercury c0.009 ppm 189 0.009 ppm Selenium 0.3 ppm 113 0.3 ppm Silver <0.9 ppm 113 0.9 ppm Antimony <6,7 ppm 113 5.7 ppm Beryllium 0.323 ppm 113 0.2 ppm Copper 35.6 ppm 113 1.7 ppm Zinc 170 ppm 113 1.7 ppm Nickel 15.1 ppm 113 2.8 ppm Thallium <0.9 ppm 113 0.9 ppm Reviewed by: ppb=ug/L, ug/Kg: ppmwmg/L, mgXg; ND=Not Detected; B=in blank; NA-Not Analyzed; MUnMethod Detection Limit; nd=Not Determined; E=Quantltated Above Calibration;lDLainstrument Detection Limit` A+&MMI sample based on dry weight basis;Air MDLs based on 1 L of sample. ELAP Cert#10969. �Qdon RCRAPRIO - Page 1 'AUS 8 WE'D 8 AM 1. E � w 0 FAX NO, 4 2498344 P. 4 Environmental Testing Laboratories, Inc. 208 ROUtC i09, Farming"e, NY 1 1735 • F8X: 510-249-8344 • Phone. 51 G-249-14S6 ANALYSIS REPORT - Cyanide, Total 08/26198 t,o•e Custody D cu ent G8222 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes te 1 A aiysis Informatlon Custody'. G8222 Type: Composne Analyzed: 08/14/98 Collected: 08/11198 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: �oncentr talon Mnits Dilution ol" un - AnWIM ppm Cyanide <0.010 ppm Reviewed by; ppb=ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; B=in blank; NA-Not Analyzed; MDL=Method Detection Limit; nd=Not Determined; E-Cuentitated Above Calibration; IDL=Instrument Detection Limit, AfavM1 sample based on dry weight basis; Air MDLs based on 1 L of sample. ELAP Cert#10989. IT CYANIDE - Pagel - 'AL'G- 6-98 WED 8 88 AM ETA A NG. �' 249$34 P. 9 Environmental Testing Laboratories, Inc. 2oa route 109, Farmingdale. NY 11735 • Pax: 516 249.8344 . Phone: 5 16-240-14-16 ANALYSIS REPORT - Pesticides EPA METHOD 8081 08/26/98 r stogy Document G822� re Received: 08/11198 1:06 PM Waste Management of NY 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes Sampi� An, vais Information Custody G8222 Type: Composite Analyzed: 08/15/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: Analyto Concentration .1hft DIIIAtIon WL UOU <2.05 ppb 1.14 205 ppb a-BHC 42.03 ppb 1.14 2.03 ppb g-BHC (Lindane) 44.47 ppb 1.14 4.47 ppb Heptachlor <1.58 ppb 1.14 1.68 ppb CI-SHepta <2.96 ppb 1,14 2.95 ppb Aldrin C <2.22 ppb 1.14 2.22 ppb Aldri <2.38 ppb 1,14 2.38 ppb Heptachlor epoxide <2.62 ppb 1.14 2.62 ppb Endosulfan 14.2 ppb 1.14 1.96 ppb 4,4'-DDE 42.47 ppb 1.14 2.47 ppb Dieldrin X173 ppb 1.14 1.73 ppb Endrin 7.68 ppb 1.14 1.1 ppb 4,4'-DDD <3.16 ppb 1.14 3.15 ppb Endosulfan It 30.0 ppb 1.14 0.84 ppb 4.4'-DDT 43.711 ppb 1.14 3.71 ppb Endrin aldehyde <3.97 ppb 1.14 3.97 ppb Endosulfan sulfate <70.7 ppb 1.14 70.7 ppb Chlordane <1i6 ppb 1.14 116 ppb Toxaphene <1.14 ppb 1.14 1.14 ppb Methoxychior Reviewed by: - --- ppb--ug/L, ugift ppmwmg/L, mg/Kg; ND=Not Detected; B=in blank; NA=Not Analyzed; MDL=Method "�'rBE I Detection teemit-, ndnNot Determined;based on dry weight basis; Air MDL9 based onAbove C Llof sample. ELLAP Cert on Limit p #110969- don PEST - Page 1 1G- 6- 8 WED 8. ?7 ?M ESL FAX uG. 498?44 F. $ Environmental Testing Laboratories, Inc. 208 Route 109, Farmingdale. NY 11735 - Fax: 518 249.6344 - Phone: 51 a 249-14 SO ANALYSIS REPORT - PCB's EPA METHOD 8081/608 08/26/98 o' ct r1iet�d D curnertt G82�2 Waste Management of NY Received: 08/11/98 1,06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Jab Number. Manager: Stan Fernandes - - Sample 1_ Analysis Iriformatlon Custody: 138222 Type: Composite Analyzed: 08/17/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 8119 8-J-Com p Remarks. e Concentr�_n Unitspiiutlon MDb l�dnlfl;i PCG 016 <23A ppb 1.13 23.4 ppb PCB 1221 <15 Ppb 1.13 15 ppb <14,6 ppb 1.13 10.5 ppb PCB 1232 b 1.13 22 ppb<22 pp PCB 1242 PCB 1248 <8.73 ppb 1.13 8.73 ppb 1.13 14.5 ppb PC81254 <14.5 ppb PCS 1260 04.8 ppb 1.13 14.6 ppb Reviewed by: ppb=ug/L, ug/Kg; ppm=rng/L, rng/KS; ND=Not Detected; B=in blank; NA=Not Analyzed; MOL-Method Detection Limit; nd=Not Determined: EsQuentitated Above Calibration; IDL=Instrument Detection Limit. "rft�sample based on dry weight basis;Air MDLs based on 1 L of sample. ELAP Cert#10969. e �dan PCB - Page 1 A -98 WED 886 AM ETI, FAX N0. 6498344 P. 5 Environmental Testing Laboratories, Inc. 208 ROute 109, Farmingdale, NY 11735 - Fax: 518 249-8344 - Phone: 516-240-1456 ANALYSIS REPORT - EPA-8270182501626 08/26/98 prof Q uat yD!QC!jT1 elltQ12-22 Waste Management of NY Received: 08/11/98 1:06 PM Sampled by: Anthony Cox 123 Variak Avenue Job Number: Brooklyn, NY Manager: Stan Fernandes _ onalvsis Informatlon G822Z Type: Composite Analyzed. 08/12/98 Custody: Remarks: See case narrative Collected: 08/11/98 11;35 AM Matrix: Soil Location: 81198-i-Comp Remarks: Analyte c9neemtraitszli U-nu Di utlo MM gnu <142 ppb 37.80 142 ppb Phenol <147 ppb 37.80 147 ppb bis(2-Chloroethyt)ether <143 ppb 37.80 143 ppb 2-Chlorophenol <152 ppb 37.80 152 ppb 1,3-Dichlorobenzene <149 ppb 37.80 149 ppb 1,4-Dichlorobenzene <134 ppb 37.80 134 ppb Benzyl alcohol <143 ppb 37.80 143 ppb 1,2-Dichlorobenzene <133 ppb 37.80 133 ppb 2-Methylphenol 010 ppb 37.80 110 ppb bis(2-Chlorolsopropyl)ether <296 ppb 37.80 298 ppb 3,4-Meth 1 henol 4133 ppb 37-80 133 ppb N-Nitroso-dl-n-propYlamine 37.80 149 ppb Hexachloroethane <146 ppb Nitrobenzene 4146 ppb 37.80 146 ppb Nitrobenzene <128 ppb 37.80 128 ppb lsop2-Nihoro enol 4147 ppb 37.80 147 ppb 2,4-Dimethylphenol <121 ppb 37.80 121 ppb <134 ppb 37.80 134 ppb Benzoic acid bis(2-Chloroethoxy)methane <144 ppb 37.80 144 ppb <14b ppb 37.80 145 ppb 2,4-DIChlorophenol 4147 ppb 37.80 147 ppb 1,2.4-Trich{orobenzene Naphthalene 432 ppb 37.80 165 ppb Nae Na hlhanne <46.2 ppb 37.80 48.9 ppb 4141 ppb 37.80 141 ppb Hexachlorabutad+ene 4-Chloro-3-methylphenol 4108 ppb 37.80 108 ppb 8 ppb 37.80 152 ppb 2-Methylnaphthalene 30 ppb 37.80 339 ppb Hexachlorocyclopentadiene <339 2,4,6-Trichlorophenol <i29 ppb 37.80 129 ppb 2,4,5-'rrichlorophenol 4115 ppb 37.80 115 ppb ppb=ug/L, ug/Kg; ppm=mgll, m9! 9. ND=Not Detected; Bin blank; NAw-Not Analyzed; MDL=Method Detection Limit; nd+Not Determined; E=Quantitated Above Calibration; IDL=lnatrumcnt Detection Limit. "I sample based on dry weight basis; Air MDLs based on 1 L of sample. FLAP Cert#10988. The ��� EPA8270 - Page 1 `AUG-76-98 ',VEP 8: 36 AM E i . FAX X0. F 6498344 P. 6 Environmental Testing Laboratories, Inc. 208 Route 109, mrmingdale. NY 11735 • FOX: 516-24g4534,4 • Phone, 51 a249-14SO ANALYSIS REPORT - EPA-8270/8250/625 08/28/98 r .Q Custody ocument G8222 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes Analva3s lntorm to ton Custody: G8222 Typo: Composite Analyzed: 08/12198 Collected: 08111/98 11:35 AM Matrix: Soil Remarks: See case narrative Location: 81198-J-Comp Remarks: Ana1VtQ Concentration Un#-s pi utlon M1 VAIA 2-Chloronaphthalene 4162 ppb 37.80 152 ppb 2-Nitroaniline <04,5 ppb 37.80 94.5 ppb Dimethyl f phthalate 4106 ppb 37.80 105 ppb Acenaphthylene 452 ppb 37.80 127 ppb 2cens ltrotoens 4107 ppb 37.80 107 ppb 2,6-Oinitra of <69.3 ppb 37.80 59.3 ppb Acenaphthene 461 ppb 37.80 139 ppb Acenaphthene henof <204 ppb 37.80 204 ppb 2,4-Do itroph <201 ppb 37.80 201 ppb -Nitro phenol 369 ppb 37.80 11e ppb Dibe zof uran toluene <98.1 ppb 37.80 98.7 ppb <93.7 ppb 37.80 93.7 ppb Dfethyiphthalato 4-Chlorophenyl-phenyl ether 4410 ppb 37.80 110 ppb ene 702 ppb 37.80 124 ppb Fluor Fluoroaniline <116 ppb 37.80 115 ppb 4,6-Dinitm-2-methyiphenol <244 o.$ ppb 37.80 o.5 ppb N•nitrosodiphenylamine 480.5 ppb 37.80 80.5 ppb 4-Bromophenyl-phenyiether <83.5 ppb 37.80 83.5 ppb Hexachiorobenzene 40.3 ppb 37.80 70.3 ppb Pentachlorophenol <202 ppb 37.80 202 ppb Phenanthrene 3210 ppb 37.80 94.5 ppb Anthracene 1010 ppb 37.80 77.1 ppb Anthracene thelat6 <102 ppb 37.80 102 ppb 01-n-b nt 1pht 3690 ppb 37.80 78.2 ppb Fluor4140 PP Pyrene b 37.80 81.3 ppb E Butylbenzylphthalete <94.1 ppb 37.80 94.1 ppb 3,T-Dichlorobent1dine <82.8 ppb 37.80 82.8 ppb Benzo(a)anthrecene 2680 ppb 37.80 54.1 ppb ppb-uglL, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; 8=fn blank; NA=Not Analyzed; MOL=Method Detectionam Limit*. nd=Not Determined, based on dry weight basis; Air,MDLs based n antitated Above C Liof sample. FLAP Cert#110269 on Limit. Merr�� P c • ori EPA8270 - Page 2 AU - F_a8 WED 8: 87 AM E.LFAY 'K. ' 2498844 P. 7 0 Environmental Testirig Laboratories, Inc. 208 Route 100. Farrningdate, NY 11735 • Fax: 516249-8344 - Phone: 516-249-1456 ANALYSIS REPORT - EPA-827018260/626 08128/98 r e Custody Document G9222 Wast© Management of NY Received: 08/11/98 1:08 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes le 1 tcontinued) AnaiyeljLjnfQrma119ra Custody: G8222 Type: Composite Analyzed: 08/12/98 Collected: 08/11M8 11:35 AM Matrix: Soil Remarks: See case narrative Location: 81198-J-Com p Remarks: Analyt concelitration VaU Dilution > Dls. Unita Chrysene 3140 ppb 37.80 70.3 ppb bis(2-Ethylhexyl)phthalate 610 ppb 37.80 103 ppb Dl-n-octyiphthalate <1 i9 ppb 37.80 119 ppb Senxo(b)fluoranthene 2700 ppb 37.80 67.3 ppb Benzo(k)fluoranthene 921 ppb 37.80 118 ppb Benzo(a)pyrene 2090 ppb 37.80 63.9 ppb lndeno(1,2,3-(jd)pyrene 1210 ppb 37.80 75.2 ppb Dibenzo(a,h)anthracene 409 ppb 37.80 77.1 ppb Benzo(g,h,i)perylene 1260 ppb 37.8 70.7 ppb Reviewed by; _ -. - •••- ppb=ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; B=In blank; NA-Not Analyzed; MOLuMethod Detection Limit: nd=Not Determined; E-Quentltated Above Calibration; IDL■Instrument Detection Limit sample based on dry weight basis; Air MDLs based on 1 L of sample. FLAP Cert 010969. Be �aoA EPAS270 - Page 3 -AUG--6-08 WED 8: 85 AM ETi FAX U. 5162'4983344 P. 2 Environmental Testing Laboratories, Inc. 208 Route 109, Farmingdale, NY 1 1735 • Fax: 516-249-83¢4 - Phone: 5 10-249-14M ANALYSIS REPORT - Semi-Volatiles 08/26/98 � � Custody oat#ment G8222 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes - Analysis information Cush t�� Q8222 Type. Composite Analyzed: 08/12198 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 819 98-J-Comp Remarks: ADAlY-tq gonc ntration Unita. piluti2n M—DL Unm <234 ppb 37.8 234 ppb Benzidine N06 Ppb 37.8 106 ppb N•nitrosodlmethylamine Reviewed by: -- - — ppb=ug/L, ug/Kg; ppm-mg/L, mg/Kg; ND=Not Detected; B=in blank; NA=Not Analyzed; MDI.=Method Detection Limit; nd-ANot Detenrined; E=Quantitated Above Calibration; IDL=Instrument Detection Limit. "wBPJiT llssample based on dry weight basis; Air MDLs based on 1 L of sample. FLAP Cert#10969. don #GC/MS2 - Page 1 - AUG-26-98 WED 8: 39 AM ET' FAX NO. 1662498344 P. 11 Environmental Testing Laboratories, Inc. 208 Route 100. Farmingdale, NY 1 1735 - Fax: 516.249-8344 - Phone: 516-249-1456 ANALYSIS REPORT - TCLP Semi-Volatiles 08/28/98 Custody Document G 222 Proiec waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes S t �►0alyais inforrmation Custody: G8222 Type: Composite Analyzed: 08/12/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-)-Comp Remarks: Ana yte Conceny" n 41]lt;: Dilution M" o-cresol <0.02 ppm 10 0.02 ppm m,p-cresol <0.01 ppm 10 0.01 ppm 1,4-nichiorobenzene <0.02 ppm 10 0.02 ppm 2,4-Dinitrotoluene <0.01 ppm 10 0.01 ppm Hexachlorobenzene <0.01 ppm 10 0.01 ppm Hexachlorobutadiene <0.02 ppm 10 0.02 ppm Hexachloroethane <0.02 ppm 10 0.02 ppm Nitrobenzene <0.02 ppm 10 0.02 ppm Pentachlorophenol <0.02 ppm 10 0.02 ppm <0.01 ppm 10 0.01 ppm Pyridine 10 p.01 ppm 2,4,5-Trichlorophenol <0.01 pprn<0 01 ppm 10 0.01 ppm 2,4,6-Trichlorophenol 2 Reviewed by: -• - ppb--ug/L, ug/Kg; ppm-mg/L, mg/Kg, ND=Not Detected; B=ln blank; NA=Not Analyzed-, MDL--Medved ainstrument mil same Limit rid=Not Determined; t based on dry we gs ht basis;Air MDLsbased ed on Calibration;ve Lon imit Lof sample. ELAP Cert#110969. The C1>tzat>[On TCLP8270 - Page 1 AUG-L6-98 WED 8: 40 AM ET FAX K0, 1862498344 P. 14 Environmental Testing LaboratorieS, Inc. 208 Route 109, Narmingdale, NY 1 1735 - FaX. 516.249-8344 - Phone. 516-249-14S6 ANALYSIS REPORT - TCLP Pesticides 08/26/98 Prole Custody Document r28222 Waste Management of NY Received: 08/11/98 1:06 PM 123 `Jarick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number. Manager: Stan Fernandes o Analysis s Inf ion Custody: G8222 Type: Composite Analyzed: 08/19/98 Collected: 08/11/98 11:35 AM Matrix: Soii Remarks: Location: 81198-J-Comp Remarks: At n Y.L Concentration, Units Dilution M21. 11IIb Endrin •0.0002 ppm 10 0.0002 ppm Lindane <0.0002 ppm 10 0.0002 ppm Methoxychlor .0.0002 ppm 10 0.0002 pprn Toxaphene <0.0089 ppm 10 0.0089 ppm Chlordane <0.0016 ppm 10 0.0016 ppm Heptachlor <0.0003 ppm 10 0.0003 ppm Reviewed by: ppb=ug/L, ug/Kg; ppm=mglt_, mg/KS; ND=Not Detected, B=in blank; NA-Not Analyzed; MOL-Method Detection Limtt; nd-Not Detcrmined; E=Quantitated Above Calibraton; IDL-Instrument Detection Limit. Mm917i1 sernpie based on dry weight basis;Air MDLs based on 1 L of sampit. FLAP Cert#10969, _T rr»!� don TCLPPEST - Page 1 AUG-�6-140 WED 8. 39 aM ETl 0 FAX SIC. ' 498344 P. 12 Environmental Testing Laboratories, Inc. 208 ROUtO 109, varniui ,dale, NY 11735 - FaX 516,249.8344 • Phone: 516-249.1456 ANALYSIS REPORT - YCLP Herbicides 08128/98 Pnia'Acu tody Document G8222 Waste Management of NY Received: 08/11/98 1:05 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes sSartlple Anglysig Infarmati011 Custody: 08222 Type: Composite Analyzed. 08/24198 Collected: 08/11/98 11::35 AM Matrix: Soil Remarks: Location: 81198-J-COMP Remarks: C nc�trati� l� DilutionnN=ALyUniffi 2,4-0 � <0.010 ppm 20 0.010 ppm 2,4-� Siivex (2,4,5-7P) <0.002 ppm 20 0.002 Ppm Reviewed by: ppb=uy/L, ug/Kg; ppm=mg/L. mg/Kg; ND=Not Detected; B=in blank; NA=Not Analyzed; MOL=Method Detection limit: nd=Not Determined; E=Quantitated Above Calibration; IDLsinstrument Detection Limit melft11 sarn pie based on dry weight basis; Air MDL* based on 1 1_of sample. FLAP Cert#10968. The 0% tion TCLPHERB - Page 1 AUS-28-98 'VES 8. 4 AM ET'L FA,X Pio. 2498840 16 4 P. 18 nvironmental Vesting Laboratories, Inc. ,208 Route 109. Farmingdale, NY 1 17,35 - FaX. 516-249-8344 - Phone: s 14-2494458 ANALYSIS REPORT - TCLP MetalS 08126/98 E!ro2ect Custody Document g8222 Waste Management of NY Received. 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY .fob Number: Manager: Stan Fernandes - Samo19 I Anatyais information Custody: 038222 Type; Composite Analyzed: ' 08/14198 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: Analyte Conce trat on tlnfts_ Dilutlon MPI VAU Arsenic <0.08 ppm 10 0.08 ppm Barium 12.00 ppm 10 2.00 ppm Cadmium <0.03 ppm 10 0.03 ppm Chromium 0.083 ppm 10 0.08 ppm Lead <0.02 ppm 10 0.02 ppm <0.00005 ppm 1 0.00005 ppm Mercury Selenium <0.03 ppm 10 0.03 ppm Silver <0.08 pprn 10 0.08 ppm Reviewed-by: ppb=ug/L, ugiKg; ppm=mg/L,mg/Kg; ND=Not Detected: B=in blank; NA=Not Analyzed; MDL=Method Detection Limit; nd=Not Determined; E=4uantitated Above Calibration; IDL-Instrument Detection Limit m'nBil sample based on dry weight basis;Air MUS based on 1 L of sample. FLAP Cert#10969. �C OA TCLPMETA - Page 1 AUG-2-6-98 WED 8: 4 i AM ET,;. FAX NK 7498344 P. 15 Environmental Testing Laboratories, Inc. 208 Route 100, Farmingdale, NY 11735 - F2ax: 516.249-8344 • Phone: 5 1 6-24S)4466 ANALYSIS REPORT - TOG 08/26/98 Proiect dy Dogmment G8222 Waste Management of NY Received: 08111/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes - le Apaiys a InfQ00120 Custody' G8222 "type: Composite Analyzed: 08/21/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: An"t1 Conc ntra ion UnItEL Dilution MOL MM= TOC 15100 ppm 1 0.434 ppm r Reviewed bye. .. .. .. .... . ppb=uq/L, ug/Kg; ppm=rng/L. mg/Kg; ND=Not Detected; E=in blank; NA=Not Analyzed; MDLuMethod Detection Limit; nd=Not Determined; E-Quantitated Above CalibraWn: IDL=Instrument DatwWon Limit mp-ftl sal npte based on dry waght oasts;Air MDLs based on 1 L of sample. ELAP Cert 010989. Cf� pt�Ori TOC - Page 1 AUG-?6-98 WED 8: 35 AM ETL fe FAX, Ho' # 49'8344 P, 3 Environmental Testing Laboratories, Inc. 208 Route 109, 1".armuvdale. NY 11735 • Fax: 516242-8344 - Phone: 516-249-1456 ANALYSIS REPORT - Total Pet. Hydrocarbons 418.1 08/26/98 Pr9iCua o y_Documer tt go= waste Management of NY t Received: 08/11198 1:06 PM Waste 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes SamAie� Anaiy9ls lnformatiga Custody: G8222 Type: Composite Analyzed: 08!13198 Collected: 08/11198 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: AnalvSa Concentration Unts n Dilutio5.0 p pm Total Recoverable 893 ppm Petroleum Hydrocarbon Reviewed by: _ ppb=ug/L, ug/Kg; ppm=mglL, mg/Kg;ND=Not Detected; 8=in blank; NA-Not Analyzed; IMM-Method "'yDetection fti sample based n dry weight basis ;Air MD sted Above based on 1 Llooffeample.Lion Limit ELAP Cert#0 S �C p (���ZQtl�olt 418.1 - Page 1 _0 • a N �.,� l Q'�� 5162491456 L 516-249-3160 ' Environmental Testing Laboratories, Inc. FAX 516-245 8344 vi 208 Route 109 • Farmingdale 0 New York 11735 NY NH MA VT SOIL.WATER&AIR ANALYSIS•ORGANIC/INORGANIC • PETRO CHEMICAL NJ RI DE ME CHAIN OF CUSTODY DOCUMENT i CT PA MD VA G 82,23 Pr lett Name: i� C>4v- Project Manager:s�'�^r tL tAra� Sampler (Signature): i ; (Print): � 1 Project Address: 12 :, �"?�t �4 A-" , Bill to:1 %, Co. K-r-f JM: 0 Rush b SAMPLE INFO [Type. SS=Spkt spoon; G=Grab; C=Composite; B=Blank •Air- Va.(ute Metrix: L=Liquid: S=Sod; SL=Sludge; A•=Air; W=Wipe include Flow(CFM; ID Date Time Type Matrix Sample Location ._ ..........�..._.»......_».�..». ���.So����+ ��..`i'�\. �\ ... 2 ? �. $ l} # 1L til 5' ' r "�� ,L 1? I>e S Y g �;L-E{- to c-01, P 0LAx b L'~-t�f} _'� u 6 7 8 (�-�Zy 7l i ctL �O M K o•�! 9 10 1 t�e�►mss li�i2 A a c"� 12 � elinq 'shed y (Signature): Date t t yg Mn�te�d Narr�u�8�Agent:.� Re�c by ignature): � Date/'/ � Printed Name&Ag ent Aok zT'meic : Relinq ished by (Signature): Date Printed Name&Agent: Comments&Special struct s: Disposal Facility: Q� Time ' "-'r lz_"C-� C t'y { Received for Lab by (Signature): Date Printed Name: Number&Type of Containers: Preservatives: Time A�rG-19-98 WE 17 AM ETI, FAX N0. '498844 P. 5 Environmental Testing Laboratories, Inc. 208 Route 109, ftrrningdale, NY 1 1735 • Fax: 5 16-249-8344*. Phone: 516-249-1456 ANALYSIS REPORT • Total Solids 08!19198 Pr oject Custody Document 0223 Waste Management of NY Received: 08/11198 1:06 PM 123 Varick Avenue Sampled by: Stan Fernandes Brooklyn, NY Job Number: Manager: Stan Fernandes 2 Antly,�ls In omnstiun Cush` tody�: G8223 Type. Grab Analyzed: 08112/98 Collected: 08/11/98 11:00 AM Matrix: Soil Remarks. Location: 81198 J-B Remarks. Analyte o c t U= Dilmn 1�1DL 111E % Solids 91.8 k Reviewed by: ppb=ug/L, ug/Kg; ppmsmg/L, mg/Kg; ND■Not Detected; Bain blank; NA=Not Analyzed; MDLUMethod Detection Limit; nd=Nat Determined; E=Quantitated Above Calibration; IDL-Instrument Detection Limit m►gli sample based on dry weight basis;Air MDLs based on 1 L of sample. ELAP Cert#10969. The � n TS - Page 1 Environmental Testing LaborAries, Inc. Route 109. Farmingdale, M' 1 1735 • Fax: 516-249-8344 • Phone: 516-249-1456 208 ANALYSIS REPORT - Acrolein & Acrylonitrile 08/19/98 Custod 08/11/98 1: 81119822 06 PM R 'ecReceived: Waste Management of NY Sampled by: Stan Fernandes 122 Varick Avenus Job Number: Brooklyn, NY Manager: Stan Fernandes Sample 2 Analysis Information Custody: G8223 Type: Grab Analyzed: 08/16/98 Collected: 08/11/98 11:00 AM Matrix: Soil Remarks. See Case Narrative Location: 81198 J-B Remarks: Analyte Concentration Units Dilution MDQ UnjLs Acrolein <3.40 ppb 1.09 3.40 ppb Acrylonitrile <3.35 ppb 1.09 3.35 ppb Reviewed by: 4 - ppb=ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; B=in blank ' A=Not Analyzed; MDL=Mathod Detection Limit; nd=Not Determined; E=Quantitated Above Calibratiun; IDL=lnstru--- ^^tection Limit. �&�ll sample based on tlry weight basis•, Air MDLs based on 1 I sample. ELAP Cep uJ39• -. The p� dori #GC/MS1 - Page 1 _AUv-19-98 WED 7. 54 AM ETIL10 FAX 10. 0498344 P. � Environmental Testing Laboratories, Inc. 208 RoutC 149, Farmingdale, NY 1 1735 - FaX: 516-249,8344 - Phone: 51 e1.249-1456 ANALYSIS REPORT - 8240 Compounds by EPA 8260 o8t1e1913 Prglee pust9dyQocument G$223 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Stan Fernandes Brooklyn, NY Job Number: Manager: Stan FernandesSIMpl e2 An2lxsja Information Custody: G8223 Type: (arab Analyzed: 08/18/98 Collected: 08/11/98 11,00 AM Matrix: Soil Remarks: See Case Narrative Location: 81198 J-B Remarks: Analyte Concentration tn6 Dilution KQ_L Unite Dichlorodifluoromethane <0.7 ppb 1.09 0.7 ppb Chloromethane <0.37 ppb 1.09 0.37 ppb Vinyl Chloride 4.65 ppb 1.09 0.65 ppb Bromomethane <0.43 ppb 1.09 0.43 ppb Chloroethane <0.21 ppb 1.09 0.21 ppb Trichlorofluoromethane <0.12 ppb 1.09 0.12 ppb Acetone 53.7 ppb 1.09 12 ppb 1,1-Dichloroethene <0.23 ppb 1.09 0.23 ppb Methylene Chloride 37.2 ppb 1.09 0.64 ppb B Carbondisulfide <0.29 Ppb 1.09 0.29 ppb t-1,2-Dichloroethene <OAS ppb 1.09 0.46- ppb 1,1-Dichloroethane <0.17 ppb 1.09 0.17 ppb 2-Butanone 0.96 ppb 1'09 4.96 ppb Chloroform <0,19 ppb 1.09 0.19 ppb 1,1,1-Trich(oroethane 4.31 ppb 1.09 0.31 ppb Carbon Tetrachloride <0.29 ppb 1.09 0.29 ppb 1,2-Dichloroethane <0.33 ppb 1.09 0.33 ppb Benzene <0.31 ppb 1.09 0.31 ppb Trichloroethene <0.33 ppb 1.09 0.33 ppb 1,2-Dichloropropane <0.2 ppb 1.09 0.2 ppb Bromodichloromethane <0.21 ppb 1.09 0.21 ppb Dibromomethane <0.58 ppb 1.09 0.58 ppb 4-Methyl-2-Pentanone <3.84 ppb 1.09 3.84 ppb 2-Hexanone <3.54 ppb 1.09 3.54 ppb c-1,3-Dichioropropene <0.27 ppb 1.09 0.27 ppb Toluene 1.2 ppb 1.09 0.36 ppb t-1,3-Dichforopropene <0.45 ppb 1.09 0.45 ppb 1,1,2-Trichloroethane <0.53 ppb 1.09 0.53 ppb ppb-uglL, ug/Kg; ppmmmg/L, mg/Kg; ND=Not Detected; B=in blank; NA=Not Analyzed; MDL=Method Detection Limit; nd=Not Determined; EsQuantitated Above Calibration;IDL=Instrument Detection Limit. �►+t 01 sample based on dry weight basis; Air MDLs based on t L of sample. ELAP Cert#10969. TgIC � an EPA8240 - Page 1 kUG-19-90 WED 7: 54 Aid ETI. FAX NO. 5 P. 3 Fnvironmentat Testing Laboratories, Inc. 208 Route 109. FarMU%C1ale, NY t 1735 • Fax: 516,249-8344 - [hone: 5 J 6-2494456 ANALYSIS REPORT - 8240 Compounds by EPA 8260 06/19/88 Prole� gustody Document Q822 Waste Management of NY Received: 08/11/98 1:08 PM 123 Varick Avenue Sampled by: Stan Fernandes Brooklyn, NY Job Number: Manager: Stan FernandesSample 2 (r-ontinuedl Analysis Information Custody: G8223 Type. Grab Analyzed: 08/16/98 Collected: 08/11198 11:00 AM Matrix: Soii Remarka: See Case Narrative Location: 81198 J-8 Remarks: 9Il61Xh Concentration iii R Dilution 111IQL Ua tlE Tetrechloroethene 0.82 ppb 1.09 0.31 ppb 01bromochloromethane <0.32 ppb 1.09 0.32 ppb 1,2-Dibromoethans 40.66 ppb 1.09 0.56 ppb Chiorobenzens <0.32 ppb 1.09 0.32 ppb Ethylbenzene <0.37 ppb 1.09 0.37 ppb m,p-xylene 3.5 ppb 1.09 0.69 Ppb o-xylenZ.6 ppb 1.09 0.31 ppb Styrene e <0.32 ppb 1.09 0.32 ppb S gromotorm <O.52 ppb 1.09 0.52 ppb 1,1,2,2-Tetrachb <0.66 ppb 1.09 0.55 ppbroethane 1.09 0.5 ppb 1,2,3-TrichlorWopane 40.6 ppb 1,3-Dichlorobenzene <0.36 ppb 1.09 0.35 ppb 1,4-Dichlorobenzene 4.31 ppb 1.09 0.31 ppb 1,2-Dichlorobenzene <0.29 ppb 1.09 0.29 ppb 1,2-Dibromo-3-chloropropane <0.78 ppb 1.09 0.76 ppb Reviewed by: ppb-ug/L, ug/Kg; ppmamg/L, mg/Kg; ND=Not Detected; S=in blank; NAsNot Analyzed; MDL.OMethod Detection Limit; nd=Not Determined; E•Quantitated Above Calibration; IOL=Instrument Dqiteetion Umlt m&4oU sample based on dry weight basis; Air MDIs based on 1 L of sample. ELAP Cert MGM IThC �rrlon EPA8240 - Page 2 _ AUG-I9-98 WED 7. 55 AM ETI, It FAX U. 4498844 P. 4 E nvironmental Testing Laboratories, Inc. 208 Route i 09, Farmingd0le, NY 11735 • FaX 516-249-8344 - Phone: 5 16,24.9.3456 ANALYSIS REPORT - TCLP-SW846 8240/624 oslllal9a o e 2 .e custody Received: 08/'!1!9$ 1:(16 PM waste Management of NY Sampled by: Stan 198 1:0 es 123 Varick Avenue Job Number: Brooklyn, NY Manager: Stan Fernandes 1 �nAyA1<information C 08223 Type: Grab Analyzed: 08/16/98 Remarks: See Case Narrative Collected: 08111198 10:00 AM Matrix: Soil Location: 81198 J-A Remarks: ggawaftaiLgo Units n1lutiln MQ4 �!t}i <0.0014 ppm 10 0.0014 ppm Benzene <p,0034 ppm 10 0.0034 ppm Carbon Tetrachloride <0 0021 ppm 10 0.0021 ppm Chlorobenzene <0,0040 ppm 10 0.0040 ppm Chloroform <O.OD36 ppm 10 0.0035 ppm 1,2-Dichloroethane <0.0049 ppm 10 0.0049 ppm 1,1-Dichloroethene <0,0082 pPm 10 0.0082 ppm Methyi Ethyl Ketone <0.0032 ppm 10 0.0032 ppm Tetrachloroethene <0,0028 ppm 10 0.0028 ppm Trichloroethene <0,0050 PPM 10 0.0050 ppm vinyl Chloride Reviewed by: ppb=ug/L, ug/Kg; ppm¢mg/L, mg/Kg; NDsNot Detected; B=1n blank; NA-Not Analyzed; MOL-Method Detection Limit; nd=Not Determined; E=4uantitated Above Calibration; IDL■Instrument Detection Limit ►Nw"ll sample based on dry weight basis; Air MDLs based on 1 L of sample. FELAP Cert#10969. ��n TCLP8240 - Page 1 WASTE MANAGEMENT WWFA 123`v'arick Ave. Brooklyn,NY 11237 (718) 5 33-5230 January 20, 1999 Dave Glass Dvirca and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797 Ref : Maximum Total Sulfur permitted in C&D Screenings Dear Dave: The maximum total sulfur permitted by New York State DEC for C&D screenings is 1% on dry basis . I am enclosing copy of the letter dated Dec 03 1993 from Jeffrey C. Schmitt, P.E. , Supervisor, Special Project Division, Division of Solid Waste, to Mr.Dennis Young, Dunn Engineering Compay, Albany, which confirms this specification. Sincerely, Stan Fernandes .' Laboratory Director Copy: Charles Gusmano % post-it"brant lax uanemilral morno rt3'l •otww• • r... New York state Department of Envy Dept. Phon•M 46`7 773 6p 1MoN Road, Albany, New lrbrtt 12Z33 • . .qtr DEC 0 31993 Thmaw..l.�.r•a jadmo c«Mt Mr. Dennis G. Young Dunn Engineering Company 12 Metro Park Road Albany, NY 12205 Dear Mr. Young: Re: Beneficial 310Use GuneH111ation Trucking No. 309 The Division of Solid Waste has reviewed the July 15, 1993 petition for a beneficial use determination (BUD) for constructionandsfeemolition (C&D) debris screening from the Gun Hill Trucking, Ltd. , t station when used as landfill daily cover or intermediate fill contour material . On October 28, 1993. this BUD petition was modified to specifically request that this material be used as cover at the Sullivan County Landfill . The use of CLD debris as daily cover is specifically addressed 1n the 6 NYCRR Part 360 (Part 360) regulations. Use of C&D debris for contour material would be reviewed as part of a Department approved closure plan. Under the Part 360 regulations, effective October 9, 1993. Subdivision 360.16.4(d) allows the Department to approve the use of C&D debris for alternate daily cover (ADC) materials upon a demonstration of the materials' ability to meet certain field performance criteria. In the case of the minus two inch screenings generated by Gun Hill Trucking. Subdivision 360.16.4(d) identifies five performance criteria, as well as specifications on the amount of fines and organic content. Therefore, prior to acceptance of this material for use as ADC at the Sullivan County Landfill , the following information must be submitted to Mr. Alan Fuchs, Regional Solid Waste Engsneer, in the Region 3. New Paltz Office, in addition to the Toxicity Characteristic Leaching Procedure (TCLP) analysis: 1. A mechanical analysis (particle size distribution) to demonstrate tis lessamount than 25 percent(materials dpysweighthe number 200 sieve) basis: 2. An analysis to determine total organic matter and to demonstrate that the(See rgorganniicemattelcontent is less than 15 percent by weig go NOW mew TO' d 100* ON S2 : 01 126 OT 0@0 X11 31.SUM 0110S D3Q SHIN Page 2. Mr. Dennis G. Young rate 3, An analysis to determine total sulfur notfexceedt1 percentent and eonnatdry that total sulfur content L, weight basis. (See note 2 below.) In order to meet the above specifianadt5ensti segregatewill C&D be neCessar based on the C&D processing facility ec select containsignificantquantities of its origin, would not be expected to co Laster or wallboard and to separate ou1nathewOperood ationoPlanosubmittedse of such select C&D should be specified with the BUD petition. With regard to the field performance criteria in clauses 16.4(d)(1)(i)(a•e) , a 30-day field trial will be necessary to assure Finally, in the case of the that the material functions adequately. royal for use of ADC, Sullivan County Landfill , prior to obtaining appviolatfor and be deemed the operator must correct nafullurrent complianceawith the Operating Permit. by the Departure With regard to the proposed use suchfapprovalmaterial would onlynbergranted if fill , and/or contouring miate aterial , PP ase pp the landfill in question has beenderr�eorachieveed to eacceptableacontoursafor and needed to raise grades in or closure. In such cases, the proposal to contour with processed C&D should be reviewed as part of the facility cl sureiplan which is there approved in a te ermit or Order o Consent, e case, would already an approval mechanism and. thus, no need to issue a BUD for such an activity. In this case, the Deppgartment will consider the assure that thickness and permeability of the COmaterial to the agas oventing layer positive gas migration through this will be maintained. as Note 1: In soils containing lcarbonate bearinon mayanotibe$ansaccurate crushed concrete) . measure of organic matter content since in eicalcium ght carbonate will decom ose upon ignition resulting p In such cases, a not attributable to organic matter content. determination of organic carbon and conversion from organic cable carbon to organicnsiderationscontent arewill discussedrequired. the article by procedures and co Nelson and Sommers in A.L.nomy 9: 539.579. )AM9Soc. Of 1 S 1 A a1y Agro y Agronomy nc. , Madison, Wis. in is to Note 2: The purpose of the sulfur contentrestricof wallboardor materials containing signs allyr pp plaster which can generate s ?nificldtgodoraroblems'not sul furs content in uncontaminated soi percent. The one percent limit isabove soil ls levels suchasnd also well above what would be expecte i ZO' 8 TOWON 9i: 01 26 OI 3@n 31SHM QI10S 03Q SHIN J� Page 3, Mr. Dennis G. Young concrete, masonry, or brick. The purpose of this criterion is to distinguish between non-recognizable materials which contain wallboard and those which do not. It does not represent a threshold value below which odors would not be a s` potential problem. In addition to the above: The proposal to sample source pile on an annual basis should be revised to state that. -in addition to annual sampling, whenever there is a change in the source of waste material I grocessed for use as daily cover. DEC notification, sampling, and approva is required. cerely. Je C. Schmitt, P.E. Supervisor Special Protect Section Bureau of Resource Recovery Division of Solid Waste cc: A. Fuchs. Region 3 20' d X00' ON 9 : 01 5-'6 01 3@0 i8zT7ZSb-8IS: ,131 31SHM GIIQS .03G SAN To kJ � FRODVIRKA AND BARTILUM Consulting Engineers Division of William F. Cosulich Assoc., P.C. 330 Crossways Park Drive Woodbury, New York 11797-2015 Phone: 516-364-9890 718-460-3634 Fax: 516-364-9045 SUBJECT Date �1'' 1 � r Pel'( `�/�•��-��0�=��-��� �'��i ��"'�� Signed T Signed Date MRM-8593 +a°�°r. <. ^e+E+�r+ i:AitpOAt IN-44 PRINTED IN U.S.A. w WASTE MANAGEMENT 123 Varick Ave. Brooklyn,NY 11237 (718)533-5;49 S1365 January 14, 1999 JEL'.6 CO Dave GlassAj Dvirca and BartilucciConsulting Engineers330 Crossways Park Drive Woodbury, NY 11797-2015 Sub: 2" C&D Screenings for Southold Landfill Dear Dave: As requested by you, I am enclosing analytical data for our 2" C&D Screenings sampled on 12/01/98 and analysed by Accredited Laboratories, Inc, a New York State approved Environmental Lab. This data includes grain size analysis . I am also enclosing Moisture Density Relationship Data (Modified ASTM D1557) reported by Material Testing Lab Inc. after testing our material for Stewart ANG Base Landfill Cover Project. Sicerely, 1 Stan Fernandes Laboratory Director Copy: Charles Gusmano O MATERIALS TESTING LAB INC. f ' n NSW YORK DIVISION• �y JE, XH0 TURNPIXB•NEW HYDE PAl'1C,NEW YORK 11040•(516)35446110•FAX(516)356 .4 • t Report 0: 88-WM-001 Cll*ntt, WASTE MANAGEMENT Date: 6/14188 123 VARICK AVENUE BROOKLYN, NY 11237 project: STEWART ANG BASE LANDFILL Sample: SOIL FILL Q 3000 CU, YD. DEDICATED PILE(2" MINUS C&D SCREENINGS) Test MOISTURE DENSITY RELATIONSHIP (MODIFIED) Method: ASTM D1557 Sampled By: CLIENT DELIVERED BY: CLIENT TEST# CLASSIFICATION % MOISTURE RRY DENSITY 1 RECYCLED 12.4 98.6 13.2 100.0 15.2 104.0 18.0 103.0 20.0 98.4 OPTIMUM MOISTURE MAXIMUM DRY DENSITY 16.4 % 104.3 LBSJCU. FT. 10A.2018.4% 104.0 102.0 100.0 y 98.0 u�J 98.0 O 04.0 92.0 90.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 % MOISTURE Reported To: Stan Fernandez Submitted By: Materidis Testing Lab, lnc. Marina Kalinowski, L. Vice President- EngInsLring MEW YORII CITY•LONG MARD.EDISOM,MJ•NEWIP OM a.CT•1)OVZK-DE - • 1 P11 � a�P1F,J:v 9iu tt�v'.Jwt t. t j � ,� y.l rl 7,zfNil1 � yi ��✓�`v!5'}75:EL� Pr, ' r 0. ��.wuiL �`'�' r si��lti:k�4iI I � , i�+_ 1 i r'I ■■ INN ®®�No _ REM ■■ m � ■■� 7 1"pp"' y tr �;-!V 4 � }-ylF"Y',.q'y,! R >r _• 'r'--rm'i.�cti n ,. , rs ,�+ 'sr�ar� '.J.Yt }l�"�.,r,{fir } '�yilr,.Sr� �� 1;.•'y d i �r yal'td ipq 1 r(�`4 1 dr l r yNr. _ REDUCED FULL W-ASP CLP I CLP 11 tt C y S'�A j'��pyT p 1l ,, dt js�,h .�' �. •- 4 1br�a�{T�,r + — , r'd( Y`S { W gyro a vR 7 1 fi • 7 -rr rt f � a { �, vr-^ r - n1N err_w��,����Ti!'��l/���1�■�%�/J�. �e�1� �1 : ��/��"�1.��: 9'�'F�Tal4;7dy7NfF•t� '.'�'r ,i:LLl.. ..e:.�:i 12,,08,,98 09:37 FAX 1 732 1383 ACCREDITED LABORATOW 0002/012 ACCREDITED LABORATORIES, INC. O.C. VOLATILE ORGANIC ANALYSIS DATA SW-846 METHOD 8021 CASE NUMBER 2636 MATRIX SoiL SAMPLE NUMBER 9813891 DILUTION FACTOR 1 DATA FILE _ >N1978 DATE EXTRACTED CLIENT NAME WMONY DATE ANALYZED 12/04/98 FIELD ID 120198-2- V2 ANALYZED BY JANICE ��-maaaraascaa:axacaa�s—=—sccc��aaasaea::aaaaacosaas CAS # COMPOUND ug/kg MDL 71432 Benzene U 2.3 108883 Toluene 42.6 2.3 108907 Chlorobenzene U 2.3 100414 Ethylbenzene U 2.3 1330207 m+p-Xylene U 2.3 95476 o-Xylene U 2.3 541731 1,3-Dichlorobenzero U 2.3 106467 1,4-Dichlorobenzene U 2.3 955Di 1,2-Dichlorobenzene U 2.3 Percent Solid of 86.5 is used for all target compounds. U - Indicates compound analyzed for but not detected E - Indicates result exceeds highest calibration standard. 0 - Indicates result is beeed on a dilution. 12;08%98 09:38 FAX 1 7321 1383 ACCREDITED LABORATOW Q008/012 ACCREDITED LABORATORIES , INC , TCLP VOLATILES ANALYSIS DATA CASE NUMBER 2B-3.6 _ MATRIX Leachate SAMPLE NUMBER 90, 1389 1 DILUTION FACTOR 10 DATA FILE >D8097 DATE EXTRACTED CLIENT NAME WMONY DATE ANALYZED 12/07/98 FIELD ID 120i98-2"V2 ANALYZED BY RQQFRT _--=--=c=c=======err =vcrcrrarrcvrrca=coag;�xr.crvx�aaaxa==caam^za�r=azaazztss Regulatory Result MGL Level CAS No . Compound (mg/1 ) (mg/ 1 ) (mg/1 ) mmaa:aaam=aioaassazsaac=aaasasaasaxen=z.z•�=sa=-==zz=z=-�-=as..-=a==========csv 71432 Benzene U . 050 0 , 5 78933 2-Buianone U , 100 200 , 0 562366 Carbon Tetrachloride U . 050 0 . 5 108907 Chiorobenzene U . 060 100. 0 67663 Chloroform U , 050 6 . 0 75354 I , I-Dichioroethene U , 050 0 . 7 107062 1 , 2-Dichloroethane U . 050 0 , 5 127184 Tetrachloroethene U . 050 0 , 7 79016 Trichloroethene U . 050 0 , 5 750i4 Vinyl Chloride U . 100 0 . 2 SURROGATE COMPOUNDS RECOVERY LIMITS STATUS 1 , 2-Dichloroethane-d4 7Z 1 76 - 114 OK Toluene-d8 los e8 - l fc OK Bromofluorobenzene 9 86 - 115 OK (U) Indicates compound was analyzed for but not detected . E - Indicates result exceeds highest calibration standard . D - Indicates result is based on a dilution . 2-Butanone - Methyi ethyl ketone 12%08%98 09:37 FAX 1 732 1383 ACCREDITED LABORATOW 11003/012 OCCRE01(ED LABORATORIES, INC. KNA ORGANIC ANALYSIS DATA CASE NUMBER 263MATRIX _ Soil SAMPLE NUMBER _ _ 9813891 DILUTION FACTOR 1.2 DATA FILE 385252 OATE EXTRACTED 12/03/98 CLIENT NAME YMOHY DATE ANALYZED 12/05i98 _ FIELD IU 120198-2'U2 ANALYIED BY DANIEL =cnazza:s:::ezzaasass:az=caaaa:::czexxaaazQaea-nzzaaaaa=z_z: zsmixxaaa=aQ:sasas:xxxagz:aaa:===aa z::�sazxsasaxc=xxa=:azaxQ LAS ii COMPOUND UG/KG MDL CAS 1# COMPOUND UG/K6 MOL xsa53SG_aaxa;ir■SxsassaQQ__anaexa�Q7CassaaxxixSQ�S:alae=xxee =!Labe......w.gZK=saasa aasaxx-aLaaaaa ----SasaaaQL:=xa-ppja 83379 Acenaphthene 970 390 534521 4,6-Dinitro-2-methylphenol U 390 206968 Rcenaphthylene 180 J 390 51285 2,4-01nitrophenal U 390 120127 Anthracene 1900 390 121142 2,4-Dinitrotoluene U 390 36553 Benzo(a)Anthracene 2200 390 606202 2,6-91nitrotoluene U 390 50328 Benzo(a)Pyrene 2100 390 117840 Di-n-octyl phthalate 330 J 390 205992 6enzo(b)fluoranthene 2600 390 206440 Flueranthene 4400 390 191242 Benzolg,h,i)Perylene 940 390 06737 Fluorene 1200 390 207069 Benza(k)Fluorenthene 2400 390 118741 Nexachiorobenzene U 390 65850 Benzoic, Acid U 1900 67683 Nexachlorobutediene U 390 100516 benzyl Alcohol 0 390 77474 Hexachlorocyclapentadiene U 390 111444 bis(-2-Chlorcethyl)Ether U 390 67721 Hexechiorcethane 0 390 108601 bis(2-Chloroisopropy1)ether U 390 193395 1ndeno(1,2,3-cd)Pyrerre 920 390 117817 Bi5(2-Ethy1hexy1)Phthalate 5000 390 78591 lsophornne U 390 111911 bis(-2-ChioroethoxyjMethanr, U 390 91576 2-Methu1naphthalene 670 390 101553 4-Bramophenyl-phenylether 0 390 95467 2-Methylphenol U 390 85687 Butylbenzylphthelate 1300 390 108394 3&4-Hethylphenoi U 390 106478 4-Chioroaniline U 390 91203 Naphthalene 1300 390 91587 2-Chloronaphthalene 11 390 80744 2-Nitroaniline U 390 59507 4-Chlora-3-methyiphenol U 390 99092 3-Nitroaniline U 390 95578 2-Chlorophenol U 390 100016 4-Nitroaniline U 390 7005723 4-Chlorephenyl-phenylether U 390 98953 Nitrobenzene 11 390 218019 Chrysene 2000 390 08755 2-Nitrophenol U 390 53703 Dibewo(a,h)Anthracene 480 390 100027 4-Nitrophenal U 390 132649 Dibenzofuran 860 390 62759 N-Nitrosodimethylamioe U 390 95501 1,2-Oichlarobenzene U 390 86306 H-Hitroscdiphenylamine U 390 541731 1,3-Dichlorobenzene U 390 621647 H-Hitroso-Di-n-propylamine U 390 106467 1,4-Dichlorobenzene U 390 87865 Pentachlorophenoi 130 J 590 91941 3,3'-Dichlorobenzidine U 390 85018 Phenanthrene 5100 390 120832 2,4-Dichiorophenal U 390 108952 Phenol U 390 84662 Diethylghthalate 120 J 390 129000 Pyrene 5600 390 I05679 2,4-Dimethylphenol U 390 120821 1,2,4-Trichiorobenzene U 390 131113 Dimethyl Phthaiate U 390 95954 2,4,5-Trichlorophenol U 390 84742 Di-n-Butyiphthalete 2700 390 88062 2,4,6-Trichlerophenol U 390 SURROGA E COMPOUNDS RE VERY LIMITSTATUS Nitrobenzene-d5 79 7 23-120 , K 2-Fluorobiphenyl X 30-115 PK Terphenyl-64 103 X 18-137 UK Phenol-6 ?7 X 24-113 OK 2-fluorephenol 65 X 25-121 OK 2,4,6-Tribromophenoi 85 X 19-122 OK_ Percent solid of 86.5 is used for all target compounds. J - Indicates compound concentration found belau MDL, B - Indicate-, compound found in associated blank. U - Indicates compound analyzed for but not detected, E - Concentration exceeds highest calibration standard, D - Indicates result is based on a dilution. 64 3-Methylphenol and 4-Methylphenal can not be separated by the method applied 12.08/98 09:39 FAX 1 7321388 ACCREDITED LIBORATO S Q009/012O CREDITED LABORATORIES I TCLP SEMIVOLATILES ANALYSIS DATA CASE NUMBER 2636 MATRIX --- Lgachate— SAMPLE NUMBER 98/3891 DILUTION FACTOR 10 DATA FILE )-B5267 DATE EXTRACTED CLIENT NAME =NY DATE ANALYZED 1.2/05/.98 FIELD ID 98-21IV9 ANALYZED BY JANICE =wsaaclaaaovs�ccen�ao�GGGaala Regulatory Result MDL Level CAS No . Compound {mg/1) (mg/1) 110861 Pyridine U . 10 5 . 0 106467 1,4-Dichlorobenzene U , 10 7. 5 95478 2-Methylphenol U . 10 200 . 0 108394 3&4-Methylphenol U . 10 200 , 0 67721 Hexachloroethane U , 10 3 .0 989103 Nitrobenzene U . 10 2 . 0 87683 xexachlorobutadiene U . i0 0. 5 88062 2, 4 , 6-Trichlorophenol U , 10 2 . 0 9109104 2 , 4, 5-Trichlorophenol U 50 400 . 0 121142 2 ,4-Dinitrotoluene U 10 0 . 13 118741 Hexachlorobenzene U . 10 0 , 13 878610 Pentachlorophenol U , 10 100 , 0 G RECOVERY LIMITS STATUS 2-Fluorophenol 64 % 21 - 100 OK Phenol-d5 10 - 94 OK Nitrobenzerxe-d5 70 % 35 - 114 OK 2-Fluorobiphenyl 77 % 43 - 116 OK 2,4, 6-Tribromophenol 96 % 10 - 123 OK Terphenyl-d14 69._`� 33 - 141 OK U - Indicates compound was analyzed for but not detected. E - Indicates result exceeds highest calibration standard. D -- Indicates result is based on a dilution. * 2-Methylphenol o-cresol * 3-Methylphenol = m-cresol * 4-Methylphenol a p-cresol * 3-Methylphenol and 4-Methylphenol can not be separated by the method applied, 12.08-98 09:39 FAX 1 732 1383 ACCREDITED LABORATORY Q010/012 ACCREDITED LABORATORIES, INC. TCLP PESTICIDES ANALYSIS DATA CASE NUMBER 2636 MATRIX Leachate SAMPLE NUMBER 9813891 DILUTION FACTOR 50 DATA FILE >A6658 DATE EXTRACTED 12/Q4/98 CLIENT NAME WMONY DATE ANALYZED 12/05/98 FIELD ID 1.20198-21IV2 ANALYZED BY CLIFF Regulatory Result MDL Level CAS No. Compound (nig/1) (m9/1) (mg/1) 58899 G-BHC (Lindane) U . 002 0.400 76448 Heptachlor U . 002 0.008 1024573 Heptachlor Epoxide U . 002 0.008 72208 Endrin U .005 0. 02 72435 Methoxychlor U . 025 10.0 5103719 A-Chlordane U .002 0. 03 5103742 G-Chlordane U . 002 0.03 8001352 Toxaphene U .050 0.5 ADVISORY _SURROGATE COMPOUNDS RECOVERY LIMITS STATUS DCB 21_ 30 - 150 OUT Tetrachloro-m-xylene _ 134% 30 - 150 OR U - Indicates compound was analyzed for but not detected. E - Indicates result exceeds highest calibration standard. D - Indicates result>is based on a dilution. 12,,08,,98 09:39 FAX 1 732 1383 ACCREDITED LABORaTO Q011/012 ACCREDITED LABORATORIES, INC TCLP HERBICIDE ANALYSIS DATA CASE NUMBER 2636 MATRIX _ _ Leachate SAMPLE NUMBER _- 9813891 DILUTION FACTOR 1 DATA FILE _ >A6647 _ DATE EXTRACTED _ 121Q4198 CLIENT NAME _ WMONY DATE ANALYZED 12104198 FIELD ID 120198-21M, ANALYZED BY CLIFF sa=aamaa:�-- aascaraa=aa=e�=��— Regulatory CAS No. Compound Result MDL Level(mg/1) (mg/1) 94757 2,4f-D U . 100 10.0 93721 SILVEX U . 010 1.0 U - Indicates compound was analyzed for but not detected 12.08; 8 09:38 FAj, 1 732 1383 ACCREDITED LABORATORY Q004/012 ACCREDITED LABORATORIES, INC- INORGANIC ANALYSIS DATA SHEET Case ; 2636 Matrix: soft Sample A: _ 9613891 Date Received: _ 12/0.1/98 Field IDt 120198-2--V2 Ctiant Nemo: _ YMNY sm Result MDL Dilution Date CAS No. Element MG/KG MG/KG Factor Method Analyzed Mumma =rm 7440-38-2 Arsenic 21.6 6.04 10 F 12/07/98 7440-39-3 Barium 140 2.23 1 P 12/03199 7440-43.9 Cadmium 1.26 .751 1 P 12103/98 7440.47-3 Chromium 31.3 2.25 1 P 12/03/98 7439-92.1 Lead 03 22.5 1 P 12103/98 7439-97-6 Mercury .265 .116 1 CV 12/03/98 7782-49-2 Setenium MD .756 2 F 12/04/" 7440-22-4 Silver 1.39 .751 1 P 12/04/99 Percent solid of 86.5 is used for all target elements NO - Element analyzed for but not detected. P - Analyzed by ICP CV - Analyzed by Cold Vapor F - Anstyzed by GFA A - Analyzed by flame AA 12%08/98 09:39 FAX 1 732 a 1383 ACCREDITED LABORATO} Q012/012 ACCREDITED LABORATORIES, INC. REGULATED TCLP METALS INORGANIC ANALYSIS DATA SHEET Cage 9: 2636 Matrix: Leachate sampte #: 9!113891 Date Received: _ 12/01/98 Field ID: 120198-2MIV2 Client Name: WINY Result MDL Ditvtion RaWtatory Date CAS No. Element MGIL MG/L Factor Level Method Analysed same -�,=oa vw=we—_._ - _ 7460-38-2 Arsenic ND 1.00 1 5.00 P 12/04/98 7440-39-3 Barium .524 .100 1 100.00 P 12/04/98 7440.43-9 Cadufun NO .100 1 1.00 P 12/04/98 7440-47-3 Chromium ND .100 1 5.00 P 12/04/98 7439.92-1 Lead ND 1.00 1 5.00 P 12/04/98 7439-97-6 Mercury ND .002 2 .20 CV 12/04/98 7782-49-2 selenium NO .400 1 1.00 P 12/04/98 7440-22-4 Silver ND .100 1 5.00 P 12/04/98 NO - Element analyzed for but not detected. P - Analyzed by ICP CV - Analyzed by Cold Vapor F - Analyzed by GFA A - Analyzed by flame AA 12/08/98 09:38 FAX 1 732 1383 ACCREDITED LABORATORf Q005/012 ACCREDITED LABORATORIES, INC. GENERAL CHEMISTRY ANALYSIS DATA Case #: 206 Matrix: Sail Semple #: 9813891 Date Received: 12/01/98 Client Name: W14ONY % Moisture: 13.5 Field Number: 120198-2"V DILUTION METHOD BLANK ANALYSIS ANALYTES RESULTS MDL UNITS FACTOR RESULTS MDL DATE Solids, Percent 86.5 0.10 % 1. 1&/04/98 FLash Point }200 80. 'F 1. 12/07/98 PH 7.25 S.U. 1. 12/07/98 Cyanide, Reactive ND 0.23 mg/Ks 1. ND 0.20 12/07/98 Sulfide, Reactive ND 46.2 mg/Kg 1. ND 40.0 12/07/98 Sulfide NO 71.1 mg/Kg 1. ND 0.20 12/07/98 Sulfite ND 2.31 mglKV 1_ ND 2.0 12/07/98 Sulfate 9090. 11.6 mg/Kg 50. ND 10.0 12/07/98 Total Organic Carbon 16400. 174. mg/Kg 1. ND 100. 12/04/98 WASTE MANAGEMENT WASTE MANAGEMENT OF NEW YORK 123 Varick Ave. Brooklyn,NY 11237 (718)533-5230 STAR/Brookhaven ADC Sample #94 -12/01/98 Total Sulfur Calculation from Sufide/Sulfite/Sulfate Analyses Atomic weight Sulfur 32 . 066 Oxygen 15 . 9994 Molecular weight Sulfite (S03) 80 .0642 Sulfate (SO4) 96 .0636 Calculations = Sulfur concentration Sulfide (reported as sulfur) mg/Kg Sulfite (S03) mg/Kg = 32 . 066 Sulfur 80 . 0642 Sulfate (SO4) mg/Kg = 32 . 066 Sulfur 96 .0636 Sum of the reported sulfide, the calculated amount of sulfur present in reported sulfite and the calculated amount of sulfur in reported sulfate, gives the total sulfur in mg/Kg (ppm) . 10, 000 ppm of sulfur is equivalent to 1% (compliance level) . Analytical Results 35 . 6 mg/Kg Sulfur Sulfide <71 .1 mg/Kg = ND mg/Kg = 0 mg/Kg Sulfur Sulfite = 3034 .2 mg/Kg Sulfur Sulfate 9090 . 0 mg/Kg Total Sulfur 3069 . 8 mg/Kg or 0 .307% Q4:rk� Stan Fernandes Laboratory Director rJ 12 U8%98 09:38 FAQ 1 732 4 1383 ACCREDITED LIBORATORIES Q007/012 Accredited Laboratories, Inc. TPHC by GC-FID Method 310. 13 client: WMONY Matrix: Soil Case #: 2636 Date Received: 12/01/98 Analyst: CG Date Extracted: 12/03/98 Date Analyzed: 12/03/98 mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg mg/K, Field # Sample # Gasoline Kerosene Fuel #2 Fuel #4 Fuel #6 MDL DBLK83 ND ND ND ND ND 4.0 120198-21IV29813891 ND ND 12 . 1 ND ND 4 .6 Nb = Not detected Detection was based on the peak pattern compared to Gasoline, Kerosene, Diesel Fuel,#2 , Fue1#4 and Fuel#6. 12/09%98 16:16 FAX 1 732 1383 ACCREDITED LABORATORIES igj uue _ Accredited Laboratories Ino. Grain Size Analysis Client: WMONY Matrix: Soil Case #: 2636 Date Received: 12/01/98 Analyst: RR Date Analyzed: 12/09/98 Sample #: 9813891 SIEVE TEST Sieve Size (Mesh) Percent Finer 3/4 in. 100.00 1/2 in. 98 . 08 1/4 in. $8 , 84 No. 4 (4.76mm) 83 . 04 NO. 10 (2 . 00mm) 67. 31 No. 30 (0. 60mm) 45.35 No. 40 (0.4251nm) 35.70 ' No. 50 (0 .297mm) 28. 09 Ido_ 100 (0. 150mm) 16. 05 No. 140 (0. 105mm) 12 . 63 No. 170 (0 . 090mm) 11. 21 NO. 200 (0. 075mm) 11. 19 < No. 200 11.19 STAR RECYCLING/WDSIDE TEL : 1-718-446-9406 Jan 08 ,99 18 : 11 No .001 P .01 Waste Manaflemeut F50-04 field . pl WaodeldeN.Y 11377 Date 1 Number of pages Including cover sheet To: from: David Cinquemani Phone Phone 718-888-8836 x17 Fax Phone ��j- 1��p(� Fax Phone 718-446-9406 CC: n Urgent j I For your review ( I Reply ASAP I I Please comment STAR RECYCLING/WDSIDE TEL :1-718-446-9406 Jan 08 ,99 18 : 11 No .001 P .02 L: 1. d1� OW 1.5 i.i1 ,10 '"A 4 x1,32 IVA'1'1. MMMT OF \1 4'j, , Testing Laboratories, Inc. E.�virr�;�tn�:tlta1 Te..s Zug Route toe, f-anYiingdWe• W 11735 • FOX 61 Ba4p�344 k�t�OnC: �1 G244•la�e9 ANALYSIS REPORT -TCLP-SVV"G $2401624 12J1gre� MAO g!@t!IkV�g�11210�91M247 PM W lManagement of NY SPmplod by: Sian Farnandas 123 VadCK Avenue Job NUMbel Brooklyn, NY rnande& _._ . Manager: Stan Fe '1 Typc GpMpOflte AMt �121�134�9� ustOdy (34215 Aar1 arks: Sae coos narrOW8 Colte�ed: 12/07)08 F Cts fill M Boll t,Qcot= 120T9$C �amerks. Mut., Dlviaion, WoodslttsAveOns MM UAM Alli" � <O�II Q10 0.00 p M mane .Od14 PPM Pm 10 0.4 Ap COrWn TMMChloride 00.0031 pp�n 10 0.0021 ppm Chiambertzenu � .00z1 PPR' 10 0.0040 RAM Chloroform 40O.0000 MM10 0.003$ ppm 1,2-DichlOroetnene X0.0038 Pi"n 10 0.0049 ppm 1,1•Diohlaroalhana 40.0040 pprn 10 0.0062 "M M4141 Owl Ketone cOMW ppm 10 0.0032 pptn T@Vl NOmethene KOA031 ppm 10 O'M8 ppm Tr1chloroathene C6.6026 wn 10 0,0080 ppm Vinyl Chlodoe 4'8w ppm RAVIMOd by: .. i PpbpuglL.ug!Kg: pprj=rrjgX.rngMg;WrNot 0010OW-Spin blank;NAaNat Anelyred:MDL-Mstfwd Det>aC,timlmit; nd=t4oi eCalibration; LnLi�ttil wo'ght basis:Air MDtee based on 1 Lof anmple, EIAP Cert#10009- otebased on Ory TCt_P8240 - Pags 11 STAR RECYCLING/WDSIDE TEL : 1-718-446-9406 Jan 08 ,99 18 : 11 No .001 P .03 1': 17'. 3 frb i10: 15 FAX .,0, 1 WASTE11G�f1 ilF \1' • (i`I�i:� WrD _ 4. Environmental -nesting Laboraatoril S$In aa456 2UH Roule 100. fan1rir NY 1 1't3S FaX, 51ba+t0$3 ANALYSIS FtEPORT -TCLP 82701 Sbmi Volatiles 12M 0196 ant at= 9M1I12JOSIOS 2:47 PM Recstv+ad: Weata Managoment of NY SampW by. Stan Fernandes 123 Varick Avenue ,lob Number Brooklyn, NY M�nappr; Stern rilOndes g � 8235 Type: Composite Ari111 � Cuutca'r: 0 Remerlw: Cdj6ott,d: 12;07/18 8.30 AM Matrix: 3oi1 Loc9tlaA: 120798CF-Cleantltl Remarks: Mafts Division.Wood6lde,+'lue2119 !Z tel. l�nl GRO woo mttC0.0 W" 10 0. 02 ppm o,uos� t0 <O.01 "M 0.01 atm m,p.orasvi CO.02 ppm 10 0.02 ppm 1,4)1onjorobenxerle 40.01 Qpm 10 0,01 ppm 2,4Dinitrotoiuene ,tp.01 pom 10 0.01 ppm Hanchlotowtene e0.02 ppm 10 0.02 Wn Hexttehlorobutaldiene 4,02 ppm 10 0.02 ppm Mexschioroet!ane 4c0.02 ppm 10 0.02 ppm Nltrobentene s4.02 ppm 10 0.02 ppm Pentachlorophenol 4.01 ppm 10 0.01 ppm pyridine 40,01 ppm 10 0.01 ppm 7,4,5•Trlch1OFOPhGn01 40.01 ppm 19 O.Q1 ppM 2,�,�.Yrrohlcropher`01 . S- pp'j=uq/L, up:Kp: ppm=fnglL• mg/Kg;ND=Not Dateeled:9=1n blarik; NAnNot Analyzed-, MOL-Method a L)ateotlon et Daabo ory w�Qni bw�all MD s basad uanftled Above On i%ofa smpla.L FLAP Corr 010969 t'al Limit. Oah TCl_PB270 - Pege 1 STAR RECYCLING/WDSIDE TEL : 1-718-446-9406 Jan 08 ,99 18 : 13 No .001 P .04 11 1 i 9Fs ilia.13 F.AxI•,J15.+ "ASIf; 11(All, OF I ;fir ;:_.a 'k'><^ �' _ ?►� I FAX 110' Envf ronmmtat Testing Laboratories, Inc. 208 Routs atom. t���rt11r►gdaje. NY 11735 E►pX: 5l6,24D'k4 4 P11one: SIG-249-1456 ANALYSIS REPORT - TCLP Postickdes 11116M p nt of NY R@v 1700821 B 2'47 PM Waste Manageme Semplad by: Stan Fsrnalnde> 123 varlck Avdnue Job Number: Brooklyn, NY Msnape>: Stan Fernandes _ _. �. _. - --- - • _ _. . _-..__, w- 36 Type: Composite A 12114MO CCUML- G62 y RaftAft CvllrCtW. 1210,;96 8�3c)AM Maw. $all Lo�t10f1: 120796CF C'e3nt+I Rqn rtc�: McYls DlvlSion W00081 e,dwtrns Aftsbft 140.DMO 0.000`10 ppm an—art" 4.9wo p 1D 0.00010 ppm Undone -mats 60 ppm 10 0-00050 PDM Mothexyehlar 50.00600 Ppm 10 0.00600 PPM loxophone 4A0006 Ppm 10 0100006 Pptt1 Chlordaan• <0.00005 pAM 10 p.dObQd ppm Moptachlof Reviewed bY' ppb-ugL-. %jgfM' PP'"-"^8/L. mpW i '1D-Not nateeted: pM114 Work: NA"Not An*l M.Gd: Wink-aMativxi ve pg 1aemp 01Mesea or.dry weigh basis-Air,MDt_o basghtitateel ed on 1 L1of Gornple.LaInstruMtnt til_AP Cats WOOD. Lima TJW j TWpEST - peke 1 STAR RECYCLING/WDSIDE TEL : 1-718-446-9406 Jan 08 ,99 18 : 13 No .001 P .05 12. 1.7. 98 !1P:15 1A\ 70 531511.ati']'L: 1}(;11"1' Id1u' `` � a ��=- - -� `�•� FAQ( t•n .��':, ,;i6 Environ rental resting Laboratorlos. Inc, 204 No�ue 1 OQ. Fnrmin�'rt�lth'. NY l 17:k5 rax' 5154i�-E� �+hOne� It f 8 24r)-145Ci (ANALYSIS REPORT -TCLP Herbicides 12/10198 c Received: 12108198 2:A7 PM Wastd Management df ICY sampled by. Stan Fernandes 123 Varlck AYeAUe Job Number: Brooklyn, NY m1knAger: Stan FernOndes I� 1 Typ9: COMPOdits aria Duelyz� ; X11 196 ; 08x36 Remarks, couacrod: 12101198 s:30 AM Matrix: fail Lppatjprl; 12Q7e8CF •ClOW111 Remarks' Ma4+1s Dlvlsbn.Woodside.00+411Ne GPIM UAb D1hd1an 40.0`10 PPM 2V o P PM, e4.004 PPM 24 , 0.002 Ppm gimix(2 a,6-7P) . Reviewed by: ppb;ugrt_. ug/Ka pprh-rngll., mg/Kg;ND•Not E) tected; $sin blank;NA-Not Analysed; MOLMMathod Detection limn;nd�Not beteiminad; E-4uandtateaAbOve Callbret}on.1DL■InstrVrnent Dstwton Limit. + ut rnp}a based on dN weight basis;Air MDLs bowl on 1 Lot ssrnpte. %AP C%n#iOO9. �dGe TCLPHERB • Paga 11 STAR RECYCLING/WDSIDE TEL:1-718-446-9406 Jan 08 ,99 18 : 14 No .001 P .06 ,,". 11A:,ll: 31Gcyc/1' I-IF �1 1, ,,gull :^•�•" r� A_r r�' !M f.�X fin. ''3344 Environmental Testing Laboratories, Inc. 3o&Haute 1 ua. fi*rmingdele. My 11735 ' p'", S e 6-aAq43" Phone: it ANALYSIS REPORT TCLP -Metals 'i2�16l98 Crid Reoeiwad: 12106/98 2:47 PM Waste Management of NY Sampled by: Sten Fernande3 123 varlak Avenue job Number: arooktyn, NY MBnever' Sten Fornande S Custody: �, Type: Gelmpatrlte+ �lyZi�l i21 iBM Ci9._35 GollvcwoO 12M"" 8:30 AM Metrix: Sall ROMMM: Lwoon; 120798GF -C18en"ll Remarks Mat's Division Wood"*'Que"I Arsenic O.d97 ppm 1,11 0.222 ppm Barium CCAU ppm 1.11 0.003 pprn Codmiurn 40900 PW 1.11 0,006 MM Chromi:,m 1.11 0.002 ppm Lt d {O.iO.w pRm 1 O.00M ppm Mercury J3 ppM 1,11 0.013 ppm Sewnium 40.009 PDM 1.111. D.009 ppm soveer Reviewed by; ppb_UWt., .iq1Kg:pFmGmfl/L. mg/Kg:ND-NOt Delwtad;min blank: NArNpt Analysed; MOLNMpehead taete:%op Limb ndr-Not Determined-,P-=Quanf%-d d Above Calibratlom 10L=1nsVurnent DOWCOM t..lmlt. .Vrft1 samplo based Or,dry NOMI Uei(e;Air MDL.s based on 1 L of sermple- EtAF Cott#10969_ 0 dQl! TCt_PMETA - page 1 t James ©u►ichuck �� y P.O. Box 962 Solid Waste Coo,rtiriator Cutchogue, New York 11935 = Tel.: (5 16) 734-7685 py ! Fax: (516) 734-7976 SOUTHOLD TOWN SOLID WASTE DISTRICT i :=1 SOUTHOLD TOWN SOLID WASTR DISTRICT FAX TRANSMITTAL Number of pages including this sheet L� DATE, a; TOt Ar a ,C n d"9(3Si FAX#e 7 C-' 5711 FROM i y � MESSAGE t Ta X Cepl a~F Jdtv✓i �f Tt t�'�-G f� /d r C- �K�p((�4yTi�1�� l PF it% �X )-'li,'<' 'Av- �s �2, � c •Pry b�� ,���,� L 1 o/. �i c l a e- 00 r- ce r 13 i:C,'e z /r1 S 0 rCL",-r yocz SSG �, or verific0 on or questions please call 516-734-7685 . 44 t &)6t.c lel Yl - - �9 •a �l r,• .a I CiL1r<'�'�r' .1, t 1 r•J:�r. � I�F;+4J•y�ld4•! l : _ _ • ._ L i!v _ _ . � N all liability, demands, claims, suits, losses, damages, causes of action, fines or judgments, including costs, reasonable attorneys ' fees if assessed by a court of competent jurisdiction, witness fees and expenses incident thereto, for damages to persons or property arising out of or in connection with the Project if caused by negligence of the Center, its agents or employees. In addition, SUNY shall purchase and maintain liability and/or any other insurance necessary for the implementation of the Project in the appropriate amounts but not less than One Million Dollars per person and Three Million Dollars per incident. Said insurance shall name the Towns and the DEC as additional insureds. 6. Beginning on February 1, 1995, SUNY shall as prescribed in - Attachment I incorporated herein receive from the Towns funds on or before February 1 of each year for that year's summer camp. If, for any reason, SUNY does not implement-the Project after having withdrawn funds from the escrow account, any funds not already dedicated for a specific purpose- will be immediately returned to the DEC for return to the escrow account. 7. SUNY acknowledges that the source of the funding for the project is monies paid by the Towns into an escrow fund established and maintained by SUNY under sole and exclusive control in amounts specified in stipulations of settlement entered into between each Town and NYSDEC on this date, and fees paid by users. SUNY acknowledges that it is familiar with the terms of the stipulations and in particular, with the monies to be paid and the dates when they are due. SUNY further acknowledges that 4 • 0 neither one of the Towns will provide any additional monies other than those specified in the stipulations of settlement and that NYSDEC and SUNY is providing no independent funds for the Project. 8 . SUNY shall expend money only from the escrow account upon prior approval by the NYSDEC's Regional Attorney after submission of an annual budget. All disbursements from the account must be made in accordance with the Department approved budget. 9. The parties hereto agree that this Agreement shall remain in effect from the date of its execution until October 1, 2001, provided, however, that if monies paid by these Towns remain in the escrow account after October 1, 2001, this Agreement shall remain in effect until all monies adequate for the continued operation of the camp in said account have been expended. SUNY may elect to terminate this agreement in the event adequate monies are not available. Such termination shall be effective upon the Towns -and DEC's receipt of written notice. Said notice to be at least sixty (60) days prior to any such termination. / 10. SUNY acknowledges its obligation to develop, implement and operate the Project in accordance with the NYSDEC-approved Project Plan. If the NYSDEC determines that SUNY has failed to develop, implement and operate the Project in accordance with the NYSDEC-approved Project Plan, SUNY, upon notification from the NYSDEC, must return any monies not dedicated for a specific purpose to the escrow account, which the NYSDEC determines to be necessary. The parties hereto hereby recognize the authority of the NYSDEC to make determinations in this regard. 11. It is understood and agreed to by the parties hereto, that SUNY shall be relieved of all obligations herein in the event an 5 acceptable camp site suitable to carry out such obligations is not available or in the event circumstances beyond it' s control prevent SUNY's operation of the camp. 12 . The provisions of Exhibit A (Standard State clauses) are incorporated herein. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands hereby acknowledging that the provisions of this agreement shall be ;bindii upon them and any successors thereto. i TONY BULLWK/ JOSEPH JANOSKI Superv' or Supervisor c on behalf of the on behalf of the Town of st Ha pt( Town of Riverhead l . c, THOMAS W CKHAM MICHAEL DEMARTIS Supervisor Director of Purchasing on behalf of the and Stores Purchasing Town of Southold State University of New York at Stony Brook 6 • STA'L'E OF NEW YORK) ss. : COUNTY OF SUFFOLK) On this -<:/day of 1994, before me personally came Tony Bullock, to me known and known to me to be the individual described in and who executed the foregoing instrument and he acknowledged to me that he execut d the same. JEAN R. HORNECK HOT/01'(PUB IC STATE'0- Nr-W Y0,1K 3:`U GOUf.TY / COi��!VIIu��'�i'4'": -'4-^ ,"/1Zt.-•�3f), 1 OARY 'PUBLIC STATE OF NEW YORK) ss. . COUNTY OF SUFFOLK) _ c On this '� day of 1994 , before me personally came Thomas Wickham, to me known and known to me to be the individual described in and who executed the foregoing instrument and he acknowledged to me that he executed the same. N TARY PUBLIC juDM4 T TERRY Notary Public,State o1 New YO(k No.52-0344963 Qualified in Suffolk County STATE OF NEW YORK) �- ('ommission Expires May 31,19 ss. . COUNTY OF SUFFOLK) On this day of , 1994, .before me personally came Michael DeMartis, to me known and known to me to be the individual described in and who executed the foregoing instrument and he acknowledged to me that he executed the same. NOTARY PUBLIC 7 STATE OF NEW YORK) ss. . COUNTY OF SUFFOLK) On this day of , 1994 , before me personally came Joseph Janoski, to me known and known to me to be the individual described in and who executed the foregoing instrument and he acknowledged to me that he executed the same. NOTARY PUBLIC c LS:A:encehamp1004941s 8 FEB-05-99 14 : 59 FROM: iD S1 49045 PAGE 1/1 FOSi-f1"' F��X N 7671 U3te ro IA From GOJDept. � CQ' Phoned 7,Z4.-7&O-y� Pnone N- F //4 TERRY CONTRACTM&MATERWS,INC. W WEST MAIN STR9ET RIVERNEAD,NEW YORK 11Sol (516)727-0170 FAX(516)777-0410 (� FAX COYER SHEET DATE: r / NO.OF PAGES INCLUDING f COVER PAGE To_ NAMF- �•�v�a �S�s tu1PANY: orl Qtm4 v FAX WMER: LOCATION: HAFW COPY TO FOLLOW: YEs No COMMEWS -0d tie, 47 � L. � T off / _ FEB- . 05-99 12 : 33 FROM: 10 ID:113649045 PAGE 1/31 PRIVILEGE AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. It may contain privileged and confidential matter. If you have received this fax in error, please notify Dvirka us immediately by a collect telephone call to (516) and 364-9890 and return the original to the sender by mail. d1b We will reimburse you for postage. Do not disclose the Bartilucci contents to anyone. Thank-you. CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516.364-9890 • Fax:516-364-9045 D&B FAX NO: (516) 364-9045 DATE: COMPANY NAME : �14400 ATTENTION: "`' Jim 6 FAX NO.: -734' -1d FROM: 4ye, ttu, SUBJECT: � JOB#: NO. OF PAGES: (including cover sheet) MESSAGE: ��� 2 2++ +05� Te 11 I Will "Jr21 ym A 4r THANK YOU: A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. New York State Department of Environmental Conservation Division of Solid & Hazardous Materials, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 _ Phone: (516) 444-0375 FAX: (516) 444-0231 John P. Cahill Commissioner Oct 26. 1998 Ms. Jean W. Cochran Supervisor Town of Southold Town Hall 59095 Main Road Southold, New York 11971 Subject: Use of Soils From Flushing Bay Retention Facility Project Dear Ms Cochran: The New York State Department of Environmental Conservation (Department)has reviewed your request to use soils from the Flushing Bay Retention Facility Project as general fill and/or grading material for the Town of Southold landfill closure project. The Department approves the use of the non-industrial non-hazardous soil in support of the landfill closure project contingent that all such material isp laced beneath the gas venting layer and the barrier layer of the cap. The Department does not approve the use of the soil referred to as industrial material as part of this closure project. The chemical analysis shows several organic and inorganic constituents in this material which are inappropriate for direct environmental exposure. If there are any questions,please contact the undersigned at 516-444-0388. Sincerer rnest Lampro Jr. ' Environmental Engineer I cc: Anthony Cava,NYSDEC Alice Hussie,Town of Southold Gregory Yakaboski,Town of Southold James Bunchuck,Town of Southold Melissa Treers,NYSDEC,Albany Tom Maher, D&B David Glass, D&B file 52S 17 OCT-30-98 1 7 4 5 FROM! 0 �'FiIVI�E: 364904S PACE 1/1 Q CONFIDENTIALITY NOTICE The information in this fax is intended for the named Dvrrka recipients only. It may contain and matter. if you have received thifax Privileged error,pieasee notI 41 us immediately by a collect telify call to (51 gj d[bolBarfifucci 364-9890 and return the original to the sender b mail. CONSUL*rING ENGINEERS y 330 Crossways Park Drive,Woodbury,New York, 11797-201 S 516364-9890 - Fax:516364-9045 D&B FAX NO- (516) 364-9045 DATE: 0. �. _�_,•�t j� ''`` �� COMPANY NAME ATTENTION: �r_ J14 FAX NO.: FROM- SUBJECT. ROM:SUBJECT - - ---�w JOB#: NO. OF PAGES: j (including cover sheet) MESSAGE: t tri�x Ori LIP 1 THANK YOU: A DIVISION OF WILLIAM F COSUUCH ASSOCIATES,P.C. $EP-28-98 14 : 12 FROM: • ID: 519771 49045 PAGE 1/7 Fost-It'Fax Note Date/1, o of 9a To 1#1 From f Co./Dept Co. Phd Dvirka 1 Phone q -r^ - Phone and FaX# ,'�-t 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 • 718-460-3634 Fax: 516-364-9045 e-mail: db-eng®woridnet.att.net September 25, 1998 James Bunchuck, Solid Waste Coordinator Town of Southold Solid Waste District P.O. Box 962 Cutchogue, New York 11935 Re: Southold Landfill Closure Grass Seed Test Plots D&B No. 1314-Fl Dear Mr. Bunchuck: Following up on recent discussions, enclosed please find an internal memorandum regarding the results of the analysis of the sand/compost soil mixture you had provided to us. As indicated in the memorandum, with the addition of nitrogen, the sand/compost soil mixture should be suitable for use as a vegetative growth medium for the proposed landfill cover seed mixture which includes legumes and mixed grasses. Nevertheless, as discussed, since the vegetative cover is a critical component of the landfill closure cap system and NYSDEC has expressed some concern regarding use of the planned sand/compost soil over the sand barrier protection layer ($1?L), we are recommending the Town prepare two test plots to confirm the recommendations of the enclosed Cornell Nutrient Analysis Laboratories reports and to confirm that adequate growth will be achieved using the proposed compost/sand mixture and BPL. Implementation of two (2) 20-foot by 20-foot test plots is recommended in order to test the mixture you had provided to us (i.e., 65% sand and 35% compost), as well as a 50% sand and 50% compost mixture. The latter test is recommended due to a concern associated with potentially low moisture retention capacity of the 65:35 mixture. Each test plot should consist of 12" of compacted BPL material underlying the compacted sand/compost mixture. A commercial nitrogen fertilizer which has a classification of 10-0-0 should be applied to the sand/compost mixture at a rate of 50 pounds per acre (i.e., half a pound per test plot). A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. SFP-X29 -98 14 : 13 FROM: • ID: 064SO45 PAGE 2/7 DVIRKA AND BARTILUCCi James Bunchuck, Solid Waste Coordinator Page Two Town of Southold Solid Waste District September 25, 1998 Ernst Conservation Seeds of Meadville, Pennsylvania has agreed to supply the test plot seed at no cost. We will be finalizing the seed specification and mix with Calvin Ernst this week and should receive the test plot seed by October 1, 1998. Preparation of the test plot should be completed as soon as possible, but no later than October 15, 1998. A hay mulch should be applied to the test plots after seeding and each plot should be thoroughly watered initially. The seeded test plots should be kept watered and reseeding should be performed as necessary until a good, healthy, uniform growth is established. Please do not hesitate to contact Mr. David Glass or me if you have any questions or require any assistance. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/DSGAd Enclosure cc: Jean W. Cochran, Supervisor Alice Hussie, Councilwoman D. Glass (D&B) C. Velsor(D&B) ♦1314\TFM98-29.LTR(RO6) SF.P--•2e-98 14 : 14 FROM: • ID: 649045 PAGE 3/7 MEMORANDUM TO: Dave Glass FROM: Curtis Velsor DATE: August 14, 1998 RE: Topsoil Analysis Recommendations Cornell Nutrient Analysis Laboratories Cornell Cooperative Extension - Suffolk County USDA National Resources Conservation Services Attached are copies of the nutrient analysis of the top soil (sand/compost mix) sent to Cornell Laboratories. Three samples were sent because there are basically three (3) types of seed in our proposed landfill cover seed mixture. These are crown vetch, clover and mixed grasses. I sent three samples because of the potential different nutrient needs for the three different plant species. I wanted to be sure that the recommended fertilizer mix would be appropriate for each. Based upon the analysis the only fertilizer additive recommended was a small amount of nitrogen 30-50 lb. per acre, and there was a caution on not adding phosphate (P205) at planting. Because of this concern, I discussed the results and recommendation with Mr. William Sanok the Suffolk County Crop Agent for the Cooperative Extension Education Center. We discussed all of the analysis and he concurred with the recommendations from the lab. He also made the following recommendations. 1) Have the contractor irrigate (water) the grass if at all possible. 2) Check the crop for iron as the small amount of iron in the top soil mix may be bound up in the soil and not released. We may have to add iron after germination. 3) If possible do a test stand as close to actual construction conditions as possible. 4) Plant between September 15 and October 15 for Fall germination. 5) Add 40 lbs/acre of nitrogen to support quick vigorous growth. Do not add other nutrients. 6) Bill also felt that the seed mix we discussed was very diverse and should be a good one for this application. 7) Bill would be happy to stop by and review the test stand or grass crop and make further recommendations. . SFP--28-98 14 : 15 FROM: ID- 50649O45 PAGE 4/7 Memorandum/File #D&B 1314 Page Two August 14, 1998 At Mr. Sanok's recommendation, I spoke to Allen Connell USDA National Resources Conservation Service concerning the moisture holding capacity of the man made top soil mix. Ile confirmed that a "pressure plate analysis" can be done by Cornell Labs to help determine the moisture holding capacity. In the past, soil scientists relied on soil texture, but this has not proven as accurate as the pressure plate analysis. Mr. Connell indicated that he would be happy to supply us with details for getting the test. He recommended that we have it done because, based upon our discussions of the particle size analysis, completed by Tectonic, it appears we have a very low percentage of fines needed to help hold moisture. I will'forward a copy of our top soil spec, seed spec, particle size analysis and our Cornell Lab nutrient analysis for his review. Mr. Connell will send us a letter with information on the pressure plate analysis. He also has data on the moisture holding capacity of natural top soils from a nursery near the Southold Landfill site which he will provide us for comparison. CFV/!d Attachment cc: File - Southold 1314F ♦13i4\CFV98-01.LTR(R02) SFP-'26-98 14 : 16 FROM: ID: 649045 PAGE 5/70 ' Cornell Nutrient Analysis Laboratories New York State College of Agriculture and Life Sciences * A Statutory College of the State University 804 Bradfield Hall, Cornell University, Ithaca, NY 14850 • Telephone 607/255-4540 FAX 607/255-2644 l,A _1 ::.. 4 7 908/05/98 1 PRESENTATIVE _610WER _. •. DVIRKA 3 BARTILUCCI\C VELSOR FIELD CROP AGENT 330 CROSSWAYS PARK OR COOP EXT EDUCATION CENTER WOODBURY NY 11797 246 GRIFFING AVE RIVERHEAD NY 11901 Soit:PLYMOUTH Soft Assoc: Last: 2ago: 3ago: Recommend :PRE-PL Type : N ON: Map Symbol Drainage : Next:GRE 2nd: 3rd: Grnd Cover: Or4.Nt Til( Depth:NO-TILL Texture • Variety :MIX GRASSES Sur: Sub: 4e4•01: Art Drain :NONE Topography: Estab Year:99 Tissue ID 12051 r S�.s.U.L 1 e PH 6.8 ■■■•■■■•■r■■■r■■■■■■•■■•.■■■r■■rr■■r•■rrrrr•r■r■•rrarrr■r■rrrrrrrraararrarrasaaa PHOSPHORUS (P !/A) 54 rr■■■arrrrrrrr■•■•rr•■rr■•••■■■■■r■•rr■rrrrrrsrrrrrarrrrarrrrrrra�rarrrarrraar�a POTASSIUM (K N/A) 255 ■■■■■r■■■■■r•■■•■■■•••■■■■■■■•••■■r•r■rrr■■r■rrrrr■rr■rrrrararrrarriar�rrraa MAGNESIUM (Mg N/A) 335 •■r■r■■r•r■rrr■■■■••■■■r■r■•■r•■r•r■rr■r•■■■rrr••■■■■rrrrrrrsarrr CALCIUM (Ca #/A) 2100 •r■■■■•■■•■•■■r•■r■■■•r■r■■r■■■•■■rrr■r•■rrr pH in CaCl2 6.4 Manganese (Mn N/A): 15 Nitrate (NO3•N N/A): 9 Aluminum (Al VA): 16 Zinc (Zn #/A): 6.8 15I Lime (T/A): 0 Lime (T/A): lime (T/A): Nitrogen (N #/A): 30-50 Nitrogen (N MIA): Nitrogen (N O/A): Phosphate (P205 N/A): 0 Phosphate (P205 #/A): Phosphate 0205 //A): Potash (K20 */A): 0 Potash (K20 IF/A): Potash (K20 //A): 1ST YEAR. GRASSES (GRE) 1. BAND MOST IF NOT All P205 AT PLANTING. 2. FOR NO-TILL ESTABLISHMENT, 2 pH ZONES ARE CONSIDERED. ASSUMED THE pH OF THE SURFACE ZONE EQUAL TO pN OF TIIC it00tild ZONE. 3. pH OF SURFACE AND ROOTING ZONE IS ADEOUATE FOR CROP GROWTH AND HERBICIDE EFFECTIVENESS. NO LIME IS RECOMNENNI). Maintain a good sampling program and keep a record of all nutrient analyses and recommendations. •SEP-28-98 14 : 17 FROM: • ID: 54SO45 PAGE 6/7 Cornell Nutrient Analysis Laboratories New York State College of Agriculture and Life Sciences • A Statutory College of the State University 804 Bradfield Ball, Cornell University, Ithaca, NY 14850 " Telephone 607/255-4540 FAX 607/255-2644 LA9 9 REPRESENTATIVE. GROWER DVIRKA 3 BARTILUCCI\C VELSOR FIELD CROP AGENT 330 CROSSWAYS PARK DR COOP EXT EDUCATION CENTER WOODBURY NY 11797 246 GRIFFING AVE RIVERHEAD NY 11901 SOIL CROPS:;. �104CiVd SoiI:PLYMOUTH Soit Assoc: Last: 2agoo 339d: Recommend ecom overs Type X ON: Map Symbol Drainage : Next:CGE OrgAt Till Depth:NO-Till Texture Variety :MIX GRASSES Sur: Sub: NN4•N! Art Drain :NONE Topography: Estab Year:99 Tissue ID : P205: Soit Grotm:4 I I Cover Cropolst, Pat. Scab % Yr- K202 C «: PH 7.0 r•r•r■rrrrr■■■rr■•r■■.■rrr■r■■■■r■■rrr■rrrrrrrsrr■rrrr■r■rrrrrrrrrrrrssrrrrrrrrr PHOSPHORUS (P #/A) 52rrrr■■■■rrrrrrrrrrrrrr•rr■rrrrrrr•rr•rrr■rrrrrrrrrrrrrsrrrr■rrrrrsrssassrrrrrrar POTASSIUM (K #/A) 245 ■■■rrrrrrrrr■rrrrrrrrrrrrrrrr■rrrr■•rrrrr■rrrrrrr■srrr■rrrrrrrrrrrrrsrr■r■rr MAGNESIUM (Mg #/A) 325 ■■■rrr�■r■r■rr■rrrr■rrrrrr■■■■rrr■r■■r■■rrrr■rrrrrrrrr■r■■■■rrrr CALCIUM (Ca #/A) 1960 rrrrrrrr■■■■rrrr■rr■rrrrr■r■rrrr■rr■■rrr pH in CeCl2 6.6 Manganese (Mn #/A): 14 Nitrate (NO3-N #/A): a Aluminum (Al #/A): 12 Zinc (Zn #/A): 6.8 Lime (T/A): 0 Lime (T/A): Lime (T/A): Nitrogen (N #/A): 0 Nitrogen (N #/A): Nitrogen (N #/A): Phosphate 0205 #/A): 0 Phosphate (P205 #/A): Phosphate (P205 #/A): Potash (K20 #/A): 0 Potash (K20 #/A): Potash (K20 #/A): IST YEAR, CLOVER GRASS (CGE) 1. BAND MOST IF NOT ALL P205 AT PLANTING. 2. FOR NO-TILL ESTABLISHMENT, 2 PH ZONES ARE CONSIDERED. ASSUMED THE pH OF THE SURFACE ZONE EQUAL TO pH OF THE ROOTING ZONE. 3. pH OF SURFACE AND ROOTING ZONE IS ADEQUATE FOR CROP GROWTH AND HERBICIDE EFFECTIVENESS. NO LIME IS RECOMMENDED. Maintain a good sampling program and keep a,record of all nutrient analyses and recommendations. SF,P-28-98 14 : 18 FROM: ID: 59649045 PAGE 7/7 Cornell Nutrient Analysis Laboratories New York State College of Agriculture and Life Sciences • A Statutory College of the State University 904 Bradfield Hall, Cornell University, Ithaca, NY 14950 • Telephone 607/2SS-4540 FAX 607/2SS-4644 07/27198 9 DVIRKA b BARTILUCCI\C VELSOR FIELD CROP AGENT 330 CROSSWAYS PARK DR COOP EXT EDUCATION CENTER WOODBURY NY 11797 246 GRIFFING AVE RIVERNEAD NY 11901 SOIL omlsnwtaw Soi I:PLYMOUTH Soil Assoc: Last: 2ago: 3ago: Recommerxi :PRE-PL Type : % I)M: Map Symbol Drainage : Next:CGE 2nd: 3rd: Grnd Cover:GRASS OrI A: Till Depth:NO-TILL Texture : Variety :CROWN VETCH Sur: Sub: N114•Nt Art Drain :NONE Topography: Estab Year: Tissue ID r P205: Soi L grow;4 Cover Crop; Pot, Scab Yrs =2 r< 1 t I t Very,Low PH 7.0 •■■■■■■■�■■■■■■■■■■■■■■■■■■■■a■s■■ass■■■s■■�ssss■sssss■■■■■■■■■■■■■r■■■■■s•■��■s PHOSPHORUS (P #/A) 54 •■■s■■s■■■■■■■■■■■■■■■■■■■■■■■■■sass.■■■■■■rr■r■■■■■r■■ssasssssssessssrsia�a�iaa POTASSIUM (K #/A) 260 ■■.■■■■■■■■r■■■■■■■■■■■■■■■■■■s■■■■ss■■■sass~■ss■■■■■■■■■r■■ssssssssssssiiY MAGNESIUM (Mg #/A) 340 ■■■■■■■■■■■■■■■■s■■■■■■■■■■■■■■■■■■■■■■■■s■sssss■sssss■■■s■■ss■es CALCIUM (Ca #/A) 2130 ■■■■■■■■s■r■■■■■■■■■■ss■■si■■s■ss■esss■■ss■■s PH in CaCl2 6.6 Manganese (Mn #/A): 15 Nitrate (NO3-N #/A): a Aluminum (Al #/A): 15 Zinc (Zn #/A): 7.4 _11I .CEA .r< r time (T/A): 0 Lime (T/A): Lime (T/A)3 Nitrogen (N #/A): 0 Nitrogen (N #/A): Nitrogen (N #/A): Phosphate (P205 #/A): 0 Phosphate (P205 #/A): Phosphate 0205 #/A): Potash (K20 #/A): 0 Potash (K20 #/A): Potash (K20 #/A): 1ST YEAR. CLOVER GRASS (CGE) 1. BAND MOST 1F NOT ALL P205 AT PLANTING. 2. FOR NO-TILL ESTABLISHMENT, 2 PH ZONES ARE CONSIDERED. ASSUMED THE PH OF THE SURFACE ZONE EQUAL TO PH OF THE ROOTING ZONE. 3. pH OF SURFACE AND ROOTING ZONE IS ADEQUATE FOR CROP GROWTH AND HERBICIDE EFFECTIVENESS. NO LIME IS RECOMMENDED. Maintain a good sampling program and keep a record of all nutrient analyses and recommendations. I 1 • • hDvirka and CONSULTING Bartilucci ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net September 25, 1998 James Bunchuck, Solid Waste Coordinator Town of Southold Solid Waste District P.O. Box 962 Cutchogue, New York 11935 Re: Southold Landfill Closure Grass Seed Test Plots D&B No. 1314-F1 Dear Mr. Bunchuck: Following up on recent discussions, enclosed please find an internal memorandum regarding the results of the analysis of the sand/compost soil mixture you had provided to us. As indicated in the memorandum, with the addition of nitrogen, the sand/compost soil mixture should be suitable for use as a vegetative growth medium for the proposed landfill cover seed mixture which includes legumes and mixed grasses. Nevertheless, as discussed, since the vegetative cover is a critical component of the landfill closure cap system and NYSDEC has expressed some concern regarding use of the planned sand/compost soil over the sand barrier protection layer (BPL), we are recommending the Town prepare two test plots to confirm the recommendations of the enclosed Cornell Nutrient Analysis Laboratories reports and to confirm that adequate growth will be achieved using the proposed compost/sand mixture and BPL. Implementation of two (2) 20-foot by 20-foot test plots is recommended in order to test the mixture you had provided to us (i.e., 65% sand and 35% compost), as well as a 50% sand and 50% compost mixture. The latter test is recommended due to a concern associated with potentially low moisture retention capacity of the 65:35 mixture. Each test plot should consist of 12" of compacted BPL material underlying the compacted sand/compost mixture. A commercial nitrogen fertilizer which has a classification of 10-0-0 should be applied to the sand/compost mixture at a rate of 50 pounds per acre (i.e., half a pound per test plot). A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. • 0 DVIRKA AND BARTILUCCI James Bunchuck, Solid Waste Coordinator Page Two Town of Southold Solid Waste District September 25, 1998 Ernst Conservation Seeds of Meadville, Pennsylvania has agreed to supply the test plot seed at no cost. We will be finalizing the seed specification and mix with Calvin Ernst this week and should receive the test plot seed by October 1, 1998. Preparation of the test plot should be completed as soon as possible, but no later than October 15, 1998. A hay mulch should be applied to the test plots after seeding and each plot should be thoroughly watered initially. The seeded test plots should be kept watered and reseeding should be performed as necessary until a good, healthy, uniform growth is established. Please do not hesitate to contact Mr. David Glass or me if you have any questions or require any assistance. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/DSGAd Enclosure cc: Jean W. Cochran, Supervisor Alice Hussie, Councilwoman D. Glass (D&B) C. Velsor (D&B) ♦1314\TFM98-29.LTR(RO6) MEMORANDUM TO: Dave Glass FROM: Curtis Velsor DATE: August 14, 1998 RE: Topsoil Analysis Recommendations Cornell Nutrient Analysis Laboratories Cornell Cooperative Extension - Suffolk County USDA National Resources Conservation Services Attached are copies of the nutrient analysis of the top soil (sand/compost mix) sent to Cornell Laboratories. Three samples were sent because there are basically three (3) types of seed in our proposed landfill cover seed mixture. These are crown vetch, clover and mixed grasses. I sent three samples because of the potential different nutrient needs for the three different plant species. I wanted to be sure that the recommended fertilizer mix would be appropriate for each. Based upon the analysis the only fertilizer additive recommended was a small amount of nitrogen 30-50 lb. per acre, and there was a caution on not adding phosphate (P205) at planting. Because of this concern, I discussed the results and recommendation with Mr. William Sanok the Suffolk County Crop Agent for the Cooperative Extension Education Center. We discussed all of the analysis and he concurred with the recommendations from the lab. He also made the following recommendations. 1) Have the contractor irrigate (water) the grass if at all possible. 2) Check the crop for iron as the small amount of iron in the top soil mix may be bound up in the soil and not released. We may have to add iron after germination. 3) If possible do a test stand as close to actual construction conditions as possible. 4) Plant between September 15 and October 15 for Fall germination. 5) Add 40 lbs/acre of nitrogen to support quick vigorous growth. Do not add other nutrients. 6) Bill also felt that the seed mix we discussed was very diverse and should be a good one for this application. 7) Bill would be happy to stop by and review the test stand or grass crop and make further recommendations. Memorandum/File #D&B 1314 Page Two August 14, 1998 At Mr. Sanok's recommendation, I spoke to Allen Connell USDA National Resources Conservation Service concerning the moisture holding capacity of the man made top soil mix. He confirmed that a "pressure plate analysis" can be done by Cornell Labs to help determine the moisture holding capacity. In the past, soil scientists relied on soil texture, but this has not proven as accurate as the pressure plate analysis. Mr. Connell indicated that he would be happy to supply us with details for getting the test. He recommended that we have it done because, based upon our discussions of the particle size analysis, completed by Tectonic, it appears we have a very low percentage of fines needed to help hold moisture. I will forward a copy of our top soil spec, seed spec, particle size analysis and our Cornell Lab nutrient analysis for his review. Mr. Connell will send us a letter with information on the pressure plate analysis. He also has data on the moisture holding capacity of natural top soils from a nursery near the Southold Landfill site which he will provide us for comparison. CFV/ld Attachment cc: File - Southold 1314F ♦1314\CFV98-OI.LTR(RO2) Cornell Atrient Analysis LaborAries New York State College of Agriculture and Life Sciences * A Statutory College of the State University 804 Bradfield Hall, Cornell University, Ithaca, NY 14850 * Telephone 607/255-4540 FAX 607/255-2644 1 D E N T F A T 0 TY 4610-29 C 07/27/98 1 07/29/98 1 08/05/98 1 SUFF 1 212256 1 SOUTHOLDNo (516)727-7850 A D D R E S S E S REPRESENTATIVE DVIRKA & BARTILUCCI\C VELSOR FIELD CROP AGENT 330 CROSSWAYS PARK DR COOP EXT EDUCATION CENTER WOODBURY NY 11797 246 GRIFFING AVE RIVERHEAD NY 11901 B A C K G R 0 U N D I h F 0 R M A T 1 O N CROPSSol L SOIL ESTIMATION MANURE SOiI:PLYMOUTH Soil Assoc: Last: 2ago: 3ago: Recommend :PRE-PL Type % DM: Map Symbol Drainage Next:GRE 2nd: 3rd: Grnd Cover: Org.N: Till Depth:NO-TILL Texture Variety :MIX GRASSES Sur: Sub: NH4-N: Art Drain :NONE Topography: Estab Year:99 Tissue ID Lenumes P205: Soil rou :4 Cover Cro :1st Pot S Y Yr: I L T E S T. R E S U L T S LiN + + High, + PH 6.8 .■.......■....■■■..■■■■■■■■......■..■■■■■■■.■■■■■.■■■.■..■■■■■■■■■■■■■■■■■■■■■■■ PHOSPHORUS (P #/A) 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ POTASSIUM (K #/A) 255 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MAGNESIUM (Mg #/A) 335 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ CALCIUM (Ca #/A) 2100 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ PH in CaCl2 6.4 Manganese (Mn #/A): 15 Nitrate (NO3-N #/A): 9 Aluminum (Al #/A): 16 Zinc (Zn #/A): 6.8 L I M E A N D F E R T I L I Z E R R E C 0 M M E N D A T 1 0 N 1ST YEAR:'''GRASSES Lime (T/A): 0 Lime (T/A): Lime (T/A): Nitrogen (N #/A): 30-50 Nitrogen (N #/A): Nitrogen (N #/A): Phosphate (P205 #/A): 0 Phosphate (P205 #/A): Phosphate (P205 #/A): Potash (K20 #/A): 0 Potash (K20 #/A): Potash (K20 #/A): 1ST YEAR. GRASSES (GRE) 1. BAND MOST IF NOT ALL P205 AT PLANTING. 2. FOR NO-TILL ESTABLISHMENT, 2 pH ZONES ARE CONSIDERED. ASSUMED THE pH OF THE SURFACE ZONE EQUAL TO pH OF THE ROOTING ZONE. 3. pH OF SURFACE AND ROOTING ZONE IS ADEQUATE FOR CROP GROWTH AND HERBICIDE EFFECTIVENESS. NO LIME IS RECOMMENDED. Maintain a good sampling program and keep a record of all nutrient analyses and recommendations. Cornell l#rient Analysis Labodf ries New York State College of Agriculture and Life Sciences * A Statutory College of the State University 804 Bradfield Hall, Cornell University, Ithaca, NY 14850 • Telephone 607/255-4540 FAX 607/255-2644 :LAB ID SAMPLED I RECF:IVED REPORTED CO'UVTY� 8AG:*:� I SAMPLE ID� I ACRE AGENTEF 41 - 0 07/27/98 0 98 1 SUFF33 1 N - D REPRESENTATIVE GROWER COOPERATIVE::EXTENSIONI:::AGENT DVIRKA & BARTILUCCI\C VELSOR FIELD CROP AGENT 330 CROSSWAYS PARK DR COOP EXT EDUCATION CENTER WOODBURY NY 11797 246 GRIFFING AVE RIVERHEAD NY 11901 B A C K G R 0 U N D I N F 0 R M A T CROPSSOIL SOIL ESTIMATION SoiI:PLYMOUTH Soil Assoc: Last: 2ago: 3ago: Recommend : Type % DM: Map Symbol Drainage Next:CGE 2nd: 3rd: Grnd Cover: Org.N: Till Depth:NO-TILL Texture Variety :MIX GRASSES Sur: Sub: NH4-N: Art Drain :NONE Topography: Estab Year:99 Tissue ID P205: o' u r Yr: * E C T R E C U L T S Medban: t pH 7.0 ■������������������������������������������������������������������������������■ PHOSPHORUS (P #/A) 52 ■������������������������������������������������������������������������������■ POTASSIUM (K #/A) 245 ■��������������������������������������������������������������������������■ MAGNESIUM (Mg #/A) 325 ■��������������������������������������������������������������■ CALCIUM (Ca #/A) 1960 ■��������������������������������������■ pH in CaCl2 6.6 Manganese (Mn #/A): 14 Nitrate (NO3-N #/A): 8 Aluminum (Al #/A): 12 Zinc (Zn #/A): 6.8 Iron (Fe #/A), 1 Orannic Matter (%). I-R D F E R T I L I Z E R R E C 0 M M E N D A T 1ST YEAR: CLOVER GRASS (CGE) Lime (T/A): 0 Lime (T/A): Lime (T/A): Nitrogen (N #/A): 0 Nitrogen (N #/A): Nitrogen (N #/A): Phosphate (P205 #/A): 0 Phosphate (P205 #/A): Phosphate (P205 #/A): Potash (K20 #/A): 0 Potash (K20 #/A): Potash (K20 #/A): 1ST YEAR. CLOVER GRASS (CGE) 1. BAND MOST IF NOT ALL P205 AT PLANTING. 2. FOR NO-TILL ESTABLISHMENT, 2 pH ZONES ARE CONSIDERED. ASSUMED THE pH OF THE SURFACE ZONE EQUAL TO pH OF THE ROOTING ZONE. 3. pH OF SURFACE AND ROOTING ZONE IS ADEQUATE FOR CROP GROWTH AND HERBICIDE EFFECTIVENESS. NO LIME IS RECOMMENDED. Maintain a good sampling program and keep a,record of all nutrient analyses and recommendations. Cornell Atrient Analysis Labo4ories New York State College of Agriculture and Life Sciences * A Statutory College of the State University 804 Bradfield Hall, Cornell University, Ithaca, NY 14850 * Telephone 607/255-4540 FAX 607/255-2644 REPORTED T N 4610-31 C 07/27/98 1 07/29/98 1 08/05/98 1 SUFF 1 0 1 SOUTHOLD2 1 33 1 No 27-7850 D D R E S S E S ,REPRESENTATIVE GROWER OOP R TX DVIRKA & BARTILUCCI\C VELSOR FIELD CROP AGENT 330 CROSSWAYS PARK DR COOP EXT EDUCATION CENTER WOODBURY NY 11797 246 GRIFFING AVE RIVERHEAD NY 11901 :SOIL __ _ __. SOILlSTIMATION CROPS:. SoiI:PLYMOUTH Soil Assoc: Last: 2ago: 3ago: Recommend :PRE-PL Type % DM. Map Symbol Drainage Next:CGE 2nd: 3rd: Grnd Cover:GRASS Org.N: Till Depth:NO-TILL Texture Variety :CROWN VETCH Sur: Sub: NH4-N: Art Drain :NONE Topography: Estab Year: Tissue ID : Leaumes P205: Soil rou :4 Cover Cro • Pot, Sc % Yr: S 0 1 L T E S T o E S it L T 4 Verylow t t t PH 7.0 ■■■■■■■■■■■■■■■■■■.■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■...■■.■.■■■.■■■.■■■..■.......■■ PHOSPHORUS (P #/A) 54 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ POTASSIUM (K #/A) 260 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MAGNESIUM (Mg #/A) 340 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ CALCIUM (Ca #/A) 2130 .■............................■■■.■■.■■■■■■■■ PH in CaCl2 6.6 Manganese (Mn #/A): 15 Nitrate (NO3-N #/A): 8 Aluminum (Al #/A): 15 Zinc (Zn #/A): 7.4 Iran (FP #/A)- 3 Organic Matter (%). I A L I M E A ND F 1 (CGE) Lime (T/A): 0 Lime (T/A): Lime (T/A): Nitrogen (N #/A): 0 Nitrogen (N #/A): Nitrogen (N #/A): Phosphate (P205 #/A): 0 Phosphate (P205 #/A): Phosphate (P205 #/A): Potash (K20 #/A): 0 Potash (K20 #/A): Potash (K20 #/A): 1ST YEAR. CLOVER GRASS (CGE) 1. BAND MOST IF NOT ALL P205 AT PLANTING. 2. FOR NO-TILL ESTABLISHMENT, 2 pH ZONES ARE CONSIDERED. ASSUMED THE pH OF THE SURFACE ZONE EQUAL TO pH OF THE ROOTING ZONE. 3. pH OF SURFACE AND ROOTING ZONE IS ADEQUATE FOR CROP GROWTH AND HERBICIDE EFFECTIVENESS. NO LIME 1S RECOMMENDED. Maintain a good sampling program and keep a record of all nutrient analyses and recommendations. hDvi rka and CONSULTING Bartifucci ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 Fax:516-364-9045 e-mail: db-eng@worldnet.att.net September 28, 1998 Gregory F. Yakaboski, Esq. Town Attorney Town of Southold 53095 Main Road P.O. Box 1179 Southold, NY 11971 Re: Southold Landfill Closure D&B No. 1314 Dear Greg: As discussed, enclosed for your review is a copy of our standard form of the front end contract documents for construction projects which we have prepared for municipal New York State clients. These documents recently have been updated to conform to the latest industry standards and our construction administration requirements. The documents include the following: • Advertisement for Bids • Bid Forms • Bond Forms • Agreement • Notice of Award • Notice to Proceed • Contract Administration • General Conditions • Supplementary Conditions • Checklist for Division 1 - General Requirements. In addition, I have enclosed a prototype letter requesting instructions from the Town concerning bond and insurance requirements for construction projects. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. 1 DVIAKA AND BARTILUCCI Gregory F. Yakaboski, Esq. Page Two Town Attorney Town of Southold September 28, 1998 If you have any questions or require additional information, please do not hesitate to call me. Very trimly yours, Thomas F. Maher, P.E. Vice President TFM/tam Enclosure cc: Jean W. Cochran, Supervisor Alice Hussie,Councilwoman James Bunchuck, Solid Waste Coordinator O 1314\TFM98-33.LTR d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 • 718-460-3634 • Fax: 516-364-9045 e-mail: db-eng0worldnet.att.net September 18, 1998 Anthony J. Cava, P.E. Regional Solid Waste Engineer New York State Department of Environmental Conservation SUNY - Building 40 Stony Brook, NY 11794 Re: Southold Landfill Closure Application for Use of Soil from the Flushing Bay Retention Facility Project College Point,New York D&B 1314 Dear Mr. Cava: On behalf of the Town of Southold, this letter is to request approval from the New York State Department of Environmental Conservation for the use of soil from the NYCDEP Flushing Bay Retention Facility project, as general fill/contour grading material in support of landfill closure efforts. As contour grading material, the soil will be placed below the gas venting layer and the liner. The NYCDEP Flushing Bay Retention Facility project is an 8.8 acre inactive ash disposal site which was reportedly used by the Brooklyn Ash Disposal Company in the 1920's and 1930's. Two categories of soil are available from the Flushing Bay Retention Facility project. The two soils are referred to as "Industrial Material" which we understand to be ash mixed with soil, and "Non-Industrial Non-Hazardous Soil" which is the underlying soil. Attached for your review is the following information which has been provided to Dvirka and Bartilucci Consulting Engineers by Vertex Engineering Services, Inc. regarding the soils: • Attachment A - Results of Geotechnical Analyses - Non-Industrial Non-Hazardous Soil; • Attachment B - Results of Chemical Analyses -Non-Industrial Non-Hazardous Soil; • Attachment C - Total Organic Content and Total Petroleum Hydrocarbons - Non- Industrial Non-Hazardous Soil; A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. DVIRKA AND BARTILUCCI Anthony J. Cava, P.E. Page Two Regional Solid Waste Engineer New York State Department of Environmental Conservation September 18, 1998 • Attachment D - Results of Geotechnical Analyses - Industrial Material; and • Attachment E - Results of Chemical Analyses - Industrial Material. If you have any questions or require additional information, please do not hesitate to contact Mr. David Glass or me at (516) 364-9890. Thank you in advance for your assistance in this matter. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/DSG/scs,ld,tam Enclosure cc: Jean Cochran, Supervisor, Town of Southold Ernie Lampro, NYSDEC - Region 1 Melissa Treers,NYSDEC, Albany John Vana, NYSDEC, Albany David Glass, D&B cc/encl Alice Hussie, Town of Southold James Bunchuck, Town of Southold ♦1314\TFM98-27.LTR(R03) r _ _ Dvi rka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng0worldnet.att.net June 24, 1998 Anthony J. Cava, P.E. Regional Solid Waste Engineer New York State Department of Environmental Conservation SUNY - Building 40 Stony Brook,NY 11794 Re: Southold Landfill Closure Application for Approval to Accept Alternative Cover Material D&B 1314 Dear Mr. Cava: On behalf of the Town of Southold, this letter is to request approval from the New York State Department of Environmental Conservation to accept dredge material resulting from construction of a subaqueous force main across Eastchester Bay. Attached is a report that provides chemical and grain size results obtained from sediment samples collected along the planned location of the force main. Based on the chemical results as compared to NYSDEC's upland disposal criteria and the gradation of the material, we feel it is suitable for use as contour grading material for closure of the Southold Landfill. It is estimated by Blue Water Environmental, Inc., which is handling the disposal of the dredge material, that 15,000 tons of this material will be generated as a result of dredging. Since the first quantities of this material will be ready for shipment within a week, your expeditious approval of this request would be greatly appreciated by the Town of Southold. If you have any questions or require additional information, please do not hesitate to call me or David Glass at 516-364-9890. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. 0 • OVIRKA AND BAFITILUCCI Anthony J. Cava, P.E. Page Two Regional Solid Waste Engineer New York State Department of Environmental Conservation June 24, 1998 Thank-you for your assistance in this matter. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam Enclosure cc: Jean Cochran, Supervisor, Town of Southold Alice Hussie, Town of Southold James Bunchuck, Town of Southold Ernie Lampro,NYSDEC - Region 1 Melissa Treers,NYSDEC, Albany John Vana,NYSDEC, Albany David Glass, D&B 01314rrFM98-11.LTR(R02) MAR-28 00 : 2 : 09 FROM : ID: 3649675 PACE 1/6 PRIVILEGED AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. It may contain privileged and confidential Uv I rka matter. If you have received this fax in error, please notify us immediately by a Collect telephone call to(516) 0 and364-9890 and return the original to the sender by mail. BBa • • We will reimburse you for postage. Do riot disclose the contents to an one. Thank-you i CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364--9890• Fax:516.364-9045 DRB FAX NO: (516) 36.4 - 9045 DATE: March 27, 2000 COMPANY NAME: 5ouihold Landfill-- ATTENTION: Jim Bunchuck FAX NO.: 734-7976 FROM: Dave Glass SUBJECT: Topsoil ^ JOB#: NO. OF PAGES: Six (inducJincj covor sheet) MESSAGE: Jim - Enclosed please find portions of a specification for topsoil layer. This Specification was prepared for another landfill closure project. Regarding our invoice 1314(43) - we have not received payment. Please call if any questions. V' A DIVISION OF WILLIAM F.COSULICN ASSOCIATES,P.C. MAR-2e-00 12 10 FROM • ID--W364E3675 PAGE 2/6 4. 6 Topsoil Layer ScoPe :^he Contractor shall prov:.3e ail ?zbor, materials , macninel-1, ecplipment, tools , incidents.'_,; and ether items necessary for the satisfacr_or�y nstallation of the topsoil layer shown on the plans , as specified and as directed by the Engineer . 2 . The source of supply of the topsoil shall be as specified in Section 2 . 2 of these specifications _ 3 . The Contractor shall construct the topsoil layer in accordance with the lines, grades, cross sections and dimensions shown on the Plans, as specified herein and as directed by the Engineer. The _opsoil layer shall be constructed _n Dne incl: compacted '_?ft and the overall thickness shall be no less than 6 inches . In the areas of the Stream Relocation Channel and the recolonized and/or created wetlands, the topsoil layer shall be constructed in one 8 inch lift and the overall thickness shall be no less than 8 inches . 4 . The Contractor shall be solely responsible for attaining the prescribed gradation and characteristics of the topsoil ,as specified herein. 5 . The .'ontractor shall prequaiify :he source of suppl`., of the topsoil prior to use on the project . 6 . ?or each source (stockpile) 1:0 be precqualif; ed, rhe C,ntractcr shall furnish the name and location -:)f the source or stockpile, the estimated quantity of material available, and a representative sample (minimum of SO pounds) of each ;;oil tinder consideration. Sampling shall be performed in the presence of the Engineer. The Engineer may test, at his discretion, the submitted soil for the purpose of deter'nining conformance with these specifications . The Contractor shall sample and test_ -ac.h source as specified below. The t:;ntractor sha.i.a iurn_sn a notar.i.zed :statement .From '::-:e owner or supplier of the subject material attesting that if the subject quantity of material is found to be acceptable for use on the project, the specified quantity of material is and will be 4i2580'10114111(RU2) 4 , 6_1 MAR-28-00 12710 PROM : 0 ID-10364eG75 PACE 3:6 made available Zole1.•. 'or t e _r� 7;is i�=O�eCL . Kaci; proposed source must he capajo_e cf _rrovidirg at _�asL _CCO C�bic _.'ards ^rs .0poil ;^Jh1C.`1 !neeCS rhe requir?ments :r -:,ese specifiz;arions in order to `=e c-'cnsidered as 3 :qua 1ifIed source r maCeria.i . Huai ; Ly Assurance 1 . Sample and Tast., a. Materials ssed _or :soil layers shail be subject to examination and tests as may be required before acceptance and during the duration of this Contract . b. Any material may be tested and no materials for which laborar_cry tests are required shall be used by the Contractor antil he has received notification of acceptance and then only as long as _ts quality remains equal to that or the accepted sample . C. Material rejected as the result of laboratory test will not be resampled or retested, unless otherwise directed by the Engineer. _ d. Results Of the test of any material may be compared with records of similar materials in actual serKrice, and when such service record is unsatisiactor'Y, use of the material will not tie :mellowed even though the rests are satisfactor,r. e. In addition to the 50 pound sample submitted to the =ngineer, the Contractor ( for precrual; fication purposes) shall have at least one ;11 sample of material taken lin the presence of the Engineer) , for each source !stockpile) , by an approved soils testing laboratory. The Contractor shall have his sample tested as specified below. A cert- ied ;opy of the testing reports and test methods shall be provided co the Engineer prior to acceptance of the source i . Prequalification resting of materials by the Contractor -4or approval of the source of MAR-28-00 12 : 11 FROM 4 I0:103646675 PAGE 4/6 le) -=:i a!'. _."cll-Lde, °ut zhai_ :ot to _mite:; r:�), e fol' owing . ) rra51 z e :istrirution shah be performed _n accordance f;iti: :STNS D822 , . inc using sieve and hydrometer analysls . ' ) Characterize the processed soil in accordance wi nr, STM D-.:.,487 � ) Determination if pH of the soi: iri accordance with ASTM D4972 . 4) Determination of the organic concent of the soil ;n accordance with ASTM D�974 . 7. Upon receipt, rhe Engineer shall review the data and shall be tine sole Judge as to the acceptability of the material and its Source. h. The Contractor is advised that the Lngineer shall conduce a QA/QC (Quality Assurance/ Quality Control) program, in accordance with the requirements of 6NYCRR - Part 360, testing all phases of the work. The Contractor shall assist the Engineer, as required, in providing access to the work, the taking and recovery of samples, the repair of r-he sampled areas , etc . a . No aspect of rhe Contractor ' s involvement 4 providing assistance ro the Engineer for the fulfillment f the QA/QC program mall be construed by the Contractor as .:suitable grounds for claim of hardship, delay or additional compensation. During insta; lation, the ^ontractcr shall sample ( in the presence or the Ergireer) the proposed material at a frequency of no 'less Chan once per 1000 c.ibic yards of stoc?cpiled material and rest for soil particle size (sieNre and ydrometer_ analysis) , pH and organic concent . Cern-ified test results shall approval prier tri use of the material . •i246iTloll4oi,ko2) c2-) MAP-2e-00 12 11 FROM : IDt5*848675 PACE 'Ja t;-r ,a. The ',rater -,7, be adj".S 7 A7 .ter - . . Moisture ;oil may --e nonporable ',.pater and shall rOm �)il , -acids , alkai s d .3z:her delererious water :3olulDle r _nsoluble Substances . -ertfled copy of '"ie resting revortr, and :esr- methods shall be submitted --c) the Engineer prior to acceptance of ::he source �r Stockpiled maceria', Prior to start of .cork, the Contracr_,�)r shall Submit a 'vri tten zIescr,_p7__on of manpower, equipment 5rid procedures to be used '.'Or Piacement of the materials . D. Oel _Ver`j, Storage and Handling I . Topsoil material shay_ be delivered to the site and stockpiled in an area designated by 7-he Engineer, The screened material shall be stockpiled on top of plastic sheeting So as not. to contaminate. the material ,qith the *4 underlying soils (at source and on-site) . opsoi7 material shall be adequately protected- All . N- - ~o Preserve --he fitness --nd the :-ualitv -,)f he Macerial . 3 . The topsoil material shall. be transported to the Uner area " n clean ecV.4-ipment . Materials The topsoil -,hall 6e `_ertlle, friable, naturai topsoil of loamy character, without admixtures of .'subsoil , and shall be !.,niform in quality. Topsoil shall be free from riebris and waste of any kind, clay, hart pan, rocks , pebbles larger 1'11.an 2 in -jiamerer, plants , sod, -oxious :.feeds , roots , ...-_-Usn aria not be co-s:dered topsoi]. . The topsoil have an -_'rganic content. ,f no less than 5 percent -or more than 20 percent: els :545T r 01,1 MAR-28-00 12 : 11 FROMV ID:($364(3675 PAGE G/S ler-ermin-za Cy yen r 6,zi _" n acccrdan-ce With .-I.STIM -_297.,j . lhe PH :-:7- -r4e _:+a_- and 4 . 3 . 4 . -he c,�p.soil shai- '-a%"e 5L gradation -which -Cnfc;j:-Ms o he i I)w i'ng- Sieve Size Percent Passing by Weight 00 /4 inc 55 -lOq No . -�'- ..0-60 All material be subject to inspection by r-he .Engineer . material nor. meeting :he above specifications shall not be accepted. 6 Each truckload of material shall have a load tc.ker. 7.repared by the Contractor certifying the source and specific stockpile of the material . The load ticket shall specifically identify the type �f material ( i . e . , topsoil) , the quantity of m. a te r ia --ruck -u:Tnber and ci---ver name, date, source sr_ocktDile) Identifier, time �f departure ind 77 -:ne arrvaj . -he load tickers -;hall be consec,_,174-vely nurwered, �nultiparr_ forms end must be clearly and legibly completed -arid signed in - nk. an cri-ginal copy of each load ticket shall be given ----) the "Engineer prior to che material. being .off-loaded ar the site . 7 , ;s an z-1-ernace to the specified topsoil material, he Contractor may propose to furnish and ; nstall an ecrii-,.,a lent -,.-egerative arowth medium 7o he used n the areas the landfill Cappincr System and --h8 drainage swales . The Stream. Relocation Area and t^e recolonized and/or created •.,;er,_Iands areas =hall '-e constructed ,with topsoil as specif-jed and _0 growth 7ned--lim shall be a mixture of sand or ailt y sand -=;nd composr from a yard waste composting ac it., `rhe approximate mixr-,_,re shall ' be �O 7ercen.7 sand --r silty sand and 50 percent corripos^ DEC-n4-13'38 12 '0 f�ET WASTE � 516 576 0541 P.01" Accredited Laboratories Inc. Crain Site Analysis Client: WMONY matrix: Soil Cade : 2140 Date Received: 10/16/98 An Iy st: RR Date Analyzed: 10/Z1/98 s4ple #: 9812016 SIEVE TEST Suave size (Mesh) Perc*nt Finer 314 in. 100.00 1/7 in. 94.92 1/4 in. 81.52 NM4 a (4 . ibMM) 77. 52 No!., 10 (2.00mm) 69.17 No. 30 (0.6ofto) 52.77 Nq'.; 49 ' (0.42!6=) 37.94 Nd ; 50. (9.297m) 24.23 Noj 100 (0.1$OMM) 9.67 Nab; 140 (0 105m) 5.77 Nq;. 170 (0.090mm) 4.33 Mo 200 (0.075mm) 4.21 < X10. 200 4.21 it TOTAL P.07 EIEC-n4-199e, 12: 0 OW T WASTE � 516 676 9541 P.06 ACCREDITED LAROPATORIES, INC. TCLP UpLATILES ANALYSIS OATP rQS N�@ER' i4o MATRIX Leachate SAMOLE 1141j"PER 9R i 2 n 7 O I LUT I ON FACTOR LQ_ C)ATA F.11:LE >A99182 DATE EXTRACTED CL I ENT 'P+nrtt: L,lnri►1•. D�+YE At+•4� Yc�p ..] � "?1 FIELD 1?p —14 C4 _ ANALYZED BY WILLISM m.rslesm a}f�yN'��u.��r�ss��wsoao-s===========x===a=xaav=xe====maxsxaF=ss=ia���s���sw Regulatory Result MOL Lees 1 CAS Nq� Compound �vs��si�w�=a�s's��'a�:�r»���ws=areas:�=�sy�ts�sls�srata=e�tsss�t����s���Ys���sss= 71437 ;;' 8bnxene U .050 0.5 ?S�3'S ' ; 2-9utenvne U . 100 200. 0 56235j` Carbon Tetrachloride U . 0130 0.5 106907 Ch loU . 0050 100. 0 67663 ' Chloroform U . 0130 6. 0 7554 .; 1, 1-D'ichlc+roeth*ne U 0150 0 . -7 10706? 1 ,2-Vichloroethane U . 0130 0 .05 127184 Tetrachlnraethene U . 050 0. 7 70016 T'rieh1orcethene U . 050 0.5 75014'; Vinyl' Chloride U . 100 0 .11, _SSlifQ'D.DGATF- C.OMPQUNt1S RECOVERY LIMITS STATUS � ,? DichlaroeE'hene-d4 95 fc 76 - 114 OK Tolgiene-d8 47 R 88 - 110 OK 81-O of luorobenzene ..... 23-A... 86 - 115 OK fU) 'iIndicates :compound was snsly-red for but not detected. E - `:5lndicetes result exceeds hio►,est calibration atarndard. D -'; IndiCstes 'result is based on a dilution. +� 2;butonome Methyl ethyl ketone 1 1 11 f 1 16 .'1' 11 1 1'.' "1 •�.11 I 1.11 li 1 1 . `.'i f !.'./f I��.d'1 I' 1��. G AOC/ICOITsa LASO ATOAMsr TOM- lilm mIC AMAtYSIS DATA $MIIT C _ _ title oMrixr tall ;Fiad�tD- Result MDL oitutien Date CAS 4a. EUMMIlt MG/96 MC/KC rector Method Anetyted ---- ------- v^-s9e-ww-'- so 7"o-30-2 Arsenic S.43 2.92 4 f 10/20/94 7"Q-394 $Orion 51,5 1.41 1 I 10111/1E ?40-43-0 t04"4ux we _004 / r 101111eS rw.47-) CPPWI N 14.6 2.41 1 P 10/21/94 7639-911 Load [1S 14.1 t ► 1001/00 nse-rs-L w..�•..T sav aN 1 ev M*20 ee •Iwi.w- mow.w•ra� w •..7v � • r•s Lr�1\I 7<[O-!!�G f:��- u�, was • w wii•iw+ . __. _ _ _ rn'PP\\ �V�IV V. V6.� r� vaV rVr �.• •wr��• �.�wA••.• oo ' element enetytN for but not detected, P - Analysed by ICP CV - Analyzed by cold VOW F - Analyzed by GFA A - Analyzed by Manic AA LEC-04-1998 WHET I)JA6TE • 516 676 0541 P.04 ACCA1iDIM LAIMICRICS. INC. IECULATEP TCIP METALS INamemIC ANALTSIS DATA SHEET i Geee�Pt XJig_. oat(tie. LgIgbo" �! 0; E111Z016 _ _ Date Nectved: t 1,1e10 It HIM Cl f edit NSNe': 1AMIY sW� � --- --- - -- -- - ----------- Newt t Not Dilution Ne"tsto" Date CAS Ne: Elver+t NC/L MC/l tatter Levet 11ltAad AnNlysed wo�insoss�= -ls���arae�eeTIMM sscsests�sYOsa�ee�ea�xr•asssa�s�s�MlM'yN*sem MIO-]ti-2 Arsenic No 1.00 1 5.00 0 IBM" T"011*-3 Barium .214 .100 1 100.00 1 16/a/01 740-43-9 Cadmium, No .100 1 1.00 0 10/201" 7"1D4T-3 Chromium No .100 1 s.00 0 10/=0/00 7 wql -1 LN/ ND 1.00 i 5.00 ► 10/Zt/" Ip-".6 MercuryNe .002 2 .20 ev 101"/" r*-0.2 sstsniu>a .UP .700 1 I'm ► tof"M 7440-2:-4 sliver IID .100 t 5.00 P 10/:1/OR ND - Etewnt vslyW for but net detected. e - Anstysed by ICP N - AMEtysed by cold VOW F - Ansl ysed by OFA A - Ant yted by t t ow AA 'i DEC-04-1998 12:28 , PLAPIET WASTE • 516 675 0541 P.02 ACCREDITED LABORATORIES. INC. TCLP PESTICIDES ANALYSIS DATA CASE ER 2 MATRIX Leachate S7Uh NUN[8ER 9 iZ 015. _ DILUTION FACTOR 29 DATA LE __.r DATE EXTRACTED CLQ ?NAM _._.T ONY -- DATE ANALYZED121 8 PZELD .XD ,101696GC AFALYZED BY ` Regulatory Result MDL Level CAS ?4O. C !ppund 3b8.1'�9 0-1H�,C (Lindane) U .003 0.400 764 8 " lor U .002 0.008 102403 Rep chlor Epoxide V .002 0.008 7ZB !!dY n U .009 0.02 8Rt xychlor U .025 10.0 5i'03119; A-chxcrdane U .002 0.03 5103 '; 2 -Ch'�.a=dans U .002 0.03 80013ju oxa(phene U .050 0.5 ADVISORY Asa r�nirese� LT ! � 30 — 1 O1C Tel�racri10�0-*-xylene 30 - 150 OK U t - Indicates compound was analy>ated for but not detected. E Tsuli"t* result exceeds highest calibration standard. D Inoipatew result is based on a dilution. DEC-04-199e. 12:28 PLAtIET WASTE � 516 676 0541 P.0 ACCREDITED LABORATORIES, INC. TCLF SEMIVOLATILES ANALYSIS DATA KATRIx V ER; 14 nTr.ttT7nx IFJJCTQlt AIFIi �m� DATE EXTRACTEU DATA F E, nATE ANALYZED CLISNT AME "ALYZED BY FI�f�Q I �" r ----ss=ss�ssasmaaassssaes�sRssst�sscs*v== Reulatory compound (09/1) •ssssysss•s• compoundCAS NQ! *nsxsaxeaaxataassdas�sssst�s=���rw�sss• 5 .0 110601 Pyridine U .10 200.0 1b�4 7 1�, 4-gichlorobenzene U 200.0 5418 2i-Meth 1pphenol v 3.0 1 8304, 394-le�hY19henol U .10 2.0 7y ;1 exahloroethane U gitrQbenze'ne UO .10 � S ost*12 sscr..•�intdart'* U :�V =• O ! � 4 6!Trichlorophenol 8 400.Q U 1 0.133 9109. 4" Z.4�2,4,5-Trichlorophenol U .10 0.13 11211; 2 ,4-Dinitrotoluene U 1.:107'. 1exahlorobenzene U .10 100.0 8�8b' 0 PentIchlorophenol .TUB Ti � � �- 10roppQeno 10 -- 94 ON Ph '1-05 35 114 pK i otentene-d5 �� _ ��� BE u T}, air+•��•rheh0l Z, �-. zibrvp 33 - 141 ON Tevpheny 1�d 14 �'`•'! U � Indicates: aompoundxceeds high� tfor slbbraut tionastsnd�rd. E W4 Indic tes.' =exult e D -} tndieatee' result is basted on a di ution. * ' 2-Methylphenol o-cresol *' 3-Metjhxlplhenol �-cresol * 4-Mebhylb.henol = p-cresol *ii 3-Me:thylphenel and 4-MethYlphenol can not be separated by Me method applied. 1 11 IfI FA(T 01 FAX C DVER SHEET Terry Contracting A Mxtaipmls 840 West Main Stfew Plvprhead, NY 11901 (516)72 7 0170 FA)( (516)727-0.1 if) SENT) 10 ct, af�Y flonle Officoo locat'011 Office locawfl Fax nun,he Phone number 7 72 7-0 1 7() Un7ont Reply ASAP PleaseFor your information comment Please review rote/Poges nrfuding covgr COMMENTS l2: n_ P" n'_,,I TEPR`r 1-1OIf,T II If PAGF a . 51� ' dG48 �X1L JME'F 1 C ?5 PR? 'UN 29 '9q 10:Ffa 317 Bernice Drive a 8eyport, Now York 11705 * (516) 472-6848 To! Volks Disposal service Time Of -ogin = 14:01:36 P .O . Box 610 Date* Wainsscott/Tim volk NY 11975 C llected:07/16/97 ( 516 ) 324-0112 fteelved :07/ 97 C mpl,eted:0 /97 Sample Taken 8y Report* By= ..» Client N .Y .S. Lob 1 .0 . 058 sample _ Trash 7ranxit , 211 Spring* Sample NAmbor 90479707 Fireplace Road , Etat Hampton Sample Al Soil Sampie- Sample 111 SOLID Analysis Ignition Analysis Parameters Results Porometore Results mp/kp mg/rn3 rig/kg mg/m3 AnalYsisQ On ignited Sample Now York State A r Guide Chromium , Total (0 .001 Chromium Tot 0 .273 Copper 3 .83 0.032 Copper 0.136 Iron 2 ,75 0 .023 Iron 2 .217 Nickel 0.256 C0.01 Nickel 0.0039 Load 1 .63 0 .013 Load Silver 10.001 silver Zinc 4 .47 0.037 Zinc 0 .613 Arsenic (0.001 Arsenic 0,0067 Selenium 1 .75 0 .014 Selenium 0.17 Mercury (0 .001 Mercury 0 .011 Bar iurn 0 =1 Bar ium 0 .735 Cadmium 0 .96 (0 .001 Cadmium 0 .001 * No Limits twist d -------------------------------------------------------- ------------------------ Comments * CONSULTINQ CHEMISTS 0 COMPLETE LABORATOW TESTING * Sander R , Sternl9 a Director of Labo Tories '� rt':' �1� !' 1 TEPP`` f'OIIT It11-iF'A,iF n a �1F4172d1?48 UJl'_1�1 'F1C 25 F103 JUN Z19 '99 10: 1LI ---------------------------------------- 311 Bernice Drive * Bayport, New York 11105 * (516) 4T2-4648 To: Volk* Disposal Service Time Of opin : 14.06,06 P .O . Sox 610 Date: Wainscott/Tim Volk NY 11975 C llerted:07/16/97 ( 516) 324-0112 R ceived .07/1 97 C mp.lsted:08/ 97 Sample Taken By Reported Sy: Client _ N .Y .S . L b I .C . >>ti ------------------ --- -- Sample 7 Trash TranZit , 211 Springs Ssmple N mbar 9047-9 ;- 04 9 07 Fireplace Road, East Hampton Sample 02 SOLID Anelyefs : Ignition Analysis ------------------------- ----..--------..-------- Parameters Results Paromet rs Results mq/kq mg/m3 mp/ko mglm 3 -------------------------------------------------------- ------------------------ New York State A r Guide Chromium. Total 0 .1 0 .001 Chromium rot 0.278 Copper (0 .001 Copper 0 .136 Iron 3.54 0.029 Iron 2 .217 Nickel (0 .001 Nickel 010039 Lead 0 .001 Lead Silver 0 .001 Silver Zinc 2 .92 (0 .001 Zinc 0 .613 Arsenic (0 .001 Arsoric 0 .0067 Selenium 0.001 selenium 0.17 Mercury (0 .001 Mercury 0 .011 Serium 0.001 Barium 0.736 cadmium 0 .1 <0 ,001 Cadmium 0 ,001 * No Limits ListPd -------------------------------------------------------- ------------------------- Comments a CONSULT!NG CMEMISTS * COMPLETE LABORATORY TESTING * Sander R. Sternip * Director of Laboratories w Waste Management of New YOO 123 Varick Avenue Brooklyn, New York 11237 A Waste Management Company Phone 718/388.7900 N4V Fax 718/628.7090 September 17, 1998 Dear Jim, Here is a sample of our 2"material.I have also enclosed a copy of our latest analyticals.The material is a combination of our Construction&Demolition material we recycle.The materials composition is dirt,rock wood,etc.... .If you have any questions regarding our 2",feel free to call my office Sincerely, jl�� fvzu Angela Mumolo Construction&Demolition Sales&Market Development 0 0 a DCA Lic.#0928527 a DCA Lic.#0928528 a division of WVM of New York, Inc. 09%03.98 17:13 FAX 1 732 541 1383 ACCREDITED LABORATORIES f�001i012 • ,1,AfN OF CUS`rooY FORM ACCREDITED LABORATORIES,INC, V �� 2a PEI j:;HING AVENUE P. C'' PAGE Of CkMTERET,NEIN JERSEY 07048 PHONE: (7321541-2025 1(800)AU-LASS me-we P►c�. '�"'r o ^s y . PROJECT $ ok' .0ENT coNTTf'y1'+*► _ S JORESS . VfrSL dG PHONEcm O.Nawolc-L-v IJ FAX Zip STATE .... �'•`;1';i•,•;;. ,. AtdALYSIS. -' PATE I TIME SAMpLrc DESCRIPTION ALJ SAMPLE '��_•=:- f-;` FIELD ID "C '�M SAMPLED � e�rrPolAclt 5c�'�nu►"r�S 4�- ��� ORS S„k>4" - post-Ir Fax NOW 7671 oat° 9� pa CjDKf0%.l To 1 crag.. Q /S;.S, A¢ApUEOUS S SOIL GwSLUOGE . PaP07A9I F WATER OmOtl F=FILTER ,KrSOUO X.Q'1'h1� "'{F «•M= MATRIX a CONTf11ERS ' nt Blank, Std. 3 weaa) NTURNAROUND: GI-P I CLP 11 STD REDUCED FULL N'Y-ASF DELIVERABLES (circle cno) RECEIVED BY: p ., u TK)N DATE RELINQUISHED BY: S1 GN PRINT PRINT �► A�+v�l slcN: , PERSON(S)ASSUMING RESPONSIBIl.1TY FOAAM SPUNG: PRINT` S ALI QU41'E# Alt CASEN COMMENTS PA# ' 09;03%98 17:14 FAX 1 732 54 1383 ACCREDITED LABQRATORIES 002/012 s ACCREDITED LABORATORIES, INC. G.C. VOLATILE ORGANIC ANALYSIS &ATA SW-846 METHOD 8021 1525 MATRIX Soil CASE NUMBER DILUTION FACTOR SAMPLE NUM6ER 9509813 DATE EXTRACTED DATA FILE 1-0983 9 CLIENT NAME N DATE ANALYZED Fa2898-2„ ANALYZED SY AN[C FIELD ID ==:araac�.=====a�..:es=�s�::ea_Fo===e_sassr:rsa=xss_3aarte� CAS # COMPOUND u@/Kg MDL .easa�:..ssaaR...:aaaa...rec��=za_s_sa:sea-=-.m::r=ssaaarencs 71432 ianzene U 46.4 108883 Toluene U 46.4 108907 Chlorobenzene U 46.4 100414 Ethylbonzene U 46.4 1330207 ps-p-Xylene U 46.4 95476 o-Xylene U 46.4 541731 1,3-Dichtorobenzene U 46.4 106467 1,4-Dichtorobenzene U 46.4 95501 1,2-0ichlorobenzene U 46.4 Percent Solid of 86.2 is used for all target compounds. U - Indicates compound analyzed for but not detected E - Indicates resuLt exceeds highest calibration standard. 0 - Indicates result is based on a dilution. 09.03%98 17:15 FAX 1 732 11 1383 ACCREDITED_LABORATORIES Q008/012 ACCREDITED LABORATORIES , INC, TCLP VOLATILES ANALYSIS DATA CASE NUMBER 1525 MATRIXON FACTOR 1 —Leachate SAMPLE NUMBER _ 9§0!;813 DATE EXTRACTED DATA FILE pg� CLIENT NAME ,WMONY DATE ANALYZED FIELD ID 62098-2"V2 ANALYZED BY M Regulatory Result MDL Level CAS No , Compound (mg/1 ) (mg/1 ) (mg/1 ) a said i o n i==s m a c i a!!s i= 71432 Benzene U , 060 0 . 5 0 200 . 78933 2—Butanone U . 050 0 , 55 56235 Carbon Tetrachloride U . 05 108907 Chlorobenzene U . 050 10 6.0 67663 Chloroform U .050 6 . 0 U . 050 0 . 7 75364 1 , 1—Dichloroethene 107062 1 ,2—Dichloroethene U ,050 0 . 5 U . 050 0 . 7 127184 Tetrachloroethene 79016 Trichloroethene U . 050 0 . 5 U . 100 0 , 2 75014 Vinyl Chloride SURROGATE COMPOUNDS RECOVERS LIMITS STAT 1,2—Dichlorcethane—d4 11L% ' 76 — 114 OK Toluene—d8 ._,_. % 88 — 110 OK Bromofluorobenzene 3 86 — 116 OK CU) Indicates compound was analyzed for but not detected . E — indicates result exceeds highest calibration standard . D — Indicates result is based on a dilution . s 2-8utanone w Methyl ethyl ketone 09/04/98 11:39 FAX 1 732 1 1333 ACCREDITED LABORATO S 002 ACCREDITED LABORATORIES, INC. BNA ORGANIC ANALYSIS DATA CASE NUMBER 1525 MATRIX SAMPLE NUMBER 9809813 _ OILUTION FACTOR 5 DATA FILE 6199 DATE EXTRACTED09/0?191 CLIENT NAME WOW DATE ANALYZED _ 0910V90 FIELD ID 87H98-210 _ ANALYZED BY 39NICE - ss■:masa:c:asaa:sr.:eeaaaaras.assassaeno3ccca======nasaaaasn :sante======comma;c■■=..iaaaaa�s■■■.alaaesa=====seaaas■s■esa CAS 0 COMPOUND UG/KG MDL CAS # COMPOUND UG/KG MOL ialaaLGi�g==.=====ieaifiG.a■:a.i..IIC=aaii■■■■■a■&ZQ===...=== Leaiax—Maxn::7.=__====Laf•i■■■■.■a.aaaa...s.laaaaii=s..===a 83329 Acenaphthene 970 3 1900 534521 4,6-Dinitrc-2-Methylphenal U 1900 208968 Acenaphthylene 910 J 1900 51285 1,4--Dinitraphenol U 1900 120127 Rnthracene 2700 1900 121142 2,4-Oinitrotoluene U 1900 56553 Benzo(a)Anthracene 6400 1900 606201 2,6-Dinitrotoluene U 1900 503IB Senzo(a)Pyrene 6000 1900 117840 01-n-octyl phthalate U 1900 205992 Benzo(b)fluoranthene 6600 1900 206440 Fluoranthene 15000 1900 191242 Benzo(g,h,1)Perylene 3300 1900 86737 Fluorene 1500 J 1900 207889 Benza(k1Fluarenthene 4300 1900 118741 HCOChlarobenzene U 1900 65850 Benzoic Acid U 9700 87683 Nexachlorobutadiene U 1900 100516 Benzyl Alcohol -U 1900 77474 Nexachlorocyclopentadiene U 1900 111444 bis(-2-Chloroethyl)Ether U 1900 67721 Nexachloroethane U 1900 108601 bis(2-Chloroi5opropyl)ether U 1900 193395 Indeno(1,2,3-cd)Pyrene 3700 1900 117017 B1s(2-Ethylhexyl)Phthalate 1200 3 1900 78591 Isophorone U 1900 111911 bis(-7-Ch1oroeth0Ky)Methane U 1900 91576 2-Methylnaphthalene 590 a 1900 101553 4-Bromophenyl-phenylether U 1900 95487 2-Methylphenol U 1900 85687 Butylbenzylphthalate U 1900 108394 364-Methylphenol U 1900 106478 4-Ch)oroaniline U 1400 91103 Naphthalene 7600 1900 91587 2-Chlaronaphthalene U 1900 88744 2-Nitroaniline U 1900 59507 4-Chloro-3-methylphenol U 1900 99D97 3-Hitroaniline U 1900 95578 1-Chloraphenol U 1900 100016 4-Nitroaniline U 1900 7005723 4-Chlarophenyl-phenylether U 1900 98953 Nitrobenzene U 1900 218019 Chrysene 6600 1900 88755 2-Nitrophenol U 1900 53703 Oibenzola,h)Onthraeene 2000 1400 100077 4-141trophenol U 1900 131649 Dibenzofuron 1200 J 1900 62759 H-Nitrasodisethylemine U 1900 95501 1,2-Dichlorobenzene U 1900 06306 N-Nitrosodiphenylamine U 1900 541731 1,3-Dichlorobenzene U 1900 621647 N-Hitraso-Di-n-propylaaine U 1900 106467 1,4-Dichlorobenzene U 1900 87865 Pentachlorophenol U 1900 91941 3,31-Oichlorobenzidine U 1900 85018 Phenanthrene 13000 1900 120832 2,4-6ichlorophenal U 1900 109951 Phenol U 1900 84662 Diethylphthalate U 1900 129000 Pyrene 11000 1900 105679 2,4-Dimethylphenol U 1900 120821 1,2,4-Trichlarobenzene U 1900 131113 Dimethyl Phthalate U 1900 95954 1,4,5-Trichlorophenal U 1900 84742 Di-n-Butylphthalate 440 3 1900 80061 2,4,6-Trichlorophenol U 1900 COMPOUNDS— RECOVERY LIMITS STATUS Nitrobenzene-d5 178 E 23-110 _ OUT 2-Fluorobiphenyl lac z 30-115 ,,,-OK Terphenyl-414 114 z 18-137 Phenol-6 4 X 24-113 QK- 2-Fluaropheno) 111 z 25-121 _OK 2,4,6-Tribromophenol 151 z 19-122 OUT Percent solid of 86.2 is used for all target compounds. 3 - Indicates compound concentration found below MOL. 8 - Indicates compound found in associated blank, U - Indicates compound analyzed for but not detected. E - Concentration exceeds highest calibration standard. 0 - Indicates result is based on a dilution. .r 3-Methylphenol and 4-Methylphenal can not be separated by the Aethod applied 09/03/98 17:15 FAX 1 732 541 1383 ACCREDITED LABOR&JOU ES 11009/012 ACCREDITED LABORATORIES, INC . TCLP SEMIU01-ATILES ANALYSIS ORTA CASE NUMBER 1525 MATRIX e 10 SAMPLE NLIME�FR 9 3 4ILLIT'IaN FAcTaR 02 DATA FILE >F DATE F XTRAf.TEO 0 X02/9 41MtJN [LATE ANALYZED 28 CLIENT NAME __�____ NY IANIC -��u- - ANALYZED 6Y E FIELD ID mc9Riso r.=sre-rros.--ae==�"JC.isC�==pie'iat=xss:Cm:.ai sets ae ss a=aatss mz$=6-fsssrr�=ra ke��►_ilatory keRult MOL Leuel CAS No . Compound (m9/1 ) (mD/ aC��.s L"S iR-iLO.=YaiR-s�IF=LLr YGR-�C-iCl aC Sea Csaia��Cc i--iirr A iFmras�!l1 0 Pyridine rim=a sssC QC�=�--SFa� 110861 FyridinL LI . 10 7 . 5 106467 1. ,4-Dichlorobenzene U 10 7.00 . 0 95478 2-Methylphenol 11 10 200 . 0 108394 3&4-Methylphenol D . 10 3 . 0 67771 Hexechloroethene U 10 2 . 0 989103 Nitrobcn7ene- U . 10 0 . 3 87683 Hc:xachlorobutadieene II 10 2 . 0 88062 2,4,6-TrichlorophenolU 50 400 . 0 9109104 2 ,4, 5-Trichlorophenol U 10 0 . 13 121142 2 ,4-Dinitrotoluenee 0 , 13 118741 Hexach1orobenzene- U . 10 978610 Pentachlaraphe nal 1! 10 100 . 0 L)RRII[' PCII.IN R�COUF'kY LIQ MTTS STATUS 2-Fluorophenol 72—X— 21. - 100 OK Phenol-d5 75 % 1.0 - 94 11K NitroE,r_n...ene_e{g 89 35 - 114 OK 2-Fluarobiphenyl 43 - 116 DK % 2,4,6-Tr i bromophena 1X3.13 10 123 OK Terphenyl-d14 73 33 - 141 OK U - Indicates compound was analyzed for but not detected . E - Indicate:, result exceeds highest calibration standard , 0 - Indicates result is based on a dilution . « 2-Methylphenal - a-cresol ,r 3--Mettjy 1 pheno 1 n•,-creno 1 +e 4-Methylphenal a p^cresol +� 3-Methy1pheno1 and 4-Methy1pheno1 can not tie separated by the method app 'I ied . 09/03%98 17:16 FAX 1 732 541 1383 ACCREDITED LABORAT S Q1010/012 ACCREDITED LABORA'T`ORIES, INC. TCLP PESTICIDES ANALYSIS DATA MATRIXf.aachate CASE NUMBER $25 DILUTION FACTOR 50 SAMPLE NUMBER 9509$ DATE EXTRACTED 1 DATA FILE 4 DATE ANALYZED 09103 98 - CLIENT NAME WMDKE - ANALYZED BY QLIFF FIELD ID _, 828 � V =ice�.cs�scscss—^-�xrs�•��:�r���=aw ash=s�z�--- =�aC�:ate=�o�,o�—.=--ss=--acs=�c Regulatory Result MDL Level m CAS No Compound _(mg/1) (Mg/1).� ��,�( g/1 58899 G-BHC (Lindane) V .002 0.400 U .002 0.008 76448 Heptachlor U �OOZ 0.008 1024573 Heptachlor Epoxide U .005 0.02 72208 Endrin U .025 10.0 72435 Methoxychlor U .002 0.03 5103719 A-chlordane U .002 0.03 5103742 G-Chlordane U .050 0.5 8001352 Toxaphene ADVISORY DCB O . $ S 3 0- 150 Ox S ox Tetrachloro-m-xylene 30 - 150 U - Indicates compound was analyzed for but not detected. E - Indicates result exceeds highest calibration standard. D - Indicates result is based on a dilution. 09.03/98 17:16 FAX 1 732 541 1383 ACCREDITED LABO . URIES 011/012 TED TCLP HACCREDIERBIC�oANALYSISRATORIES�DATA MATRIX L a & CASE NUMBER DILUTION FACTOR SAMPLE NICER gSo9813 — DATE EXTRACTED 09 $ DATA FILE DATE ANALYZED 02 CLIENT NAME WKO „ ANALYZED BY FIELD ID 82898-2 V Regulatory Result MDL Level (mg/1) (MC-1 CAS NO. Compound 94757 2r4-D L7 .010 1.0 93721 SILVEX U - Indicates compound was analyzed for but not detected 09%03%98 17:16 FAX 1 732 541 1383 ACCREDITED LABORATORIES 012/012 ACCREDITED LABORATORIES, INC. REGULATED TCLP METALS INORGANIC ANALYSTS DATA SHEET Case M. _ 15?5 Matrix: Leachate Sample 9909813 Date Received: 1 Field ID: 8'-2" Client Name: racaaacraasasiirse asn3c=•ra===aasssaas�pr=�=xLsiiarelRSC�ozs_sii•isr:sQasn�+�aar. exasea:eesxaa�nc--= x Result MDL DiL4tion Regulatory Date CAS No. ELemant MG/L MG/L Factor LeveL Method Analysed aasss�:=eecsx�zasasraesesa�rzxxsa=yes:fa:�:rrsrrasaascrsxxssa�measyc=aracssssreser��c==zxass 7440-38.2 Arsenic ND 1100 1 5.00 P 09/d2/98 7440-39-3 Barium .186 .100 1 100.00 P 09/01/98 7440-43-9 Cadmium ND .100 1 1.00 P 09/01/98 7440.47-3 Chromium ND .100 1 3.00 P 09/01/98 7439-92-1 Load ND 1.00 1 5.00 P 09/01/9b 7439-97-6 Mercury ND .002 2 .20 Cv 09/01/98 7762-49-2 Selenium ND .500 1 1.00 P 09/01/98 7440-22-4 SiLver NO .100 1 5.00 P 09/02/98 ND - timent analyzed for but not detected. P - Analyzed by ICP CV - Analyzed by Cold vapor F - Analyzed by GFA A - Analyzed by flame AA 09/03/98 17:14 FAX 1 732 5 1383 ACCREDITED LABORAUR 004/012 ACCREDITED LABORATORIES, INC. INORGANIC ANALYSIS DATA SHEET Matrix: 5 iL Case N: _,. 95 5 — 6 1 9 Oate Received ,.. Sample Y+ 9809813 Fiaid ID: 8289Q-2uV2 - Client Names N s��n�sas��a sa•rancas:s¢ssx�szn�sxxav�soom xsaas=asrss ssrsa=ss n ct�anxic:s�a�»•�= Result MDL Dilution Date CAS No. Element MG/KG MG/KG Factor Method Analyzed �eaacsmass�s.awes==:=ses:s.xs:e�».==�ass�aeae�s:�cra�en��w��u�asex3s 7440-38-2 Arsenic 4.66 1.20 2 F 09/03/98 7440-39-3 Barium 476 2.19 1 P 09/02/98 7440-43-9 cadmium ND .730 1 P 09/02/98 7440-47.3 chromium 10.1 2.19 1 P 09/02/98 7439-92.1 Load 244 21.9 1 P 09/02/98 7439-97-6 Mercury .796 .232 1 CY 09/01/98 7782-49-2 Selenium ND .748 2 F 09/01/98 7440.22.4 Silver ND .730 1 p 09/02/96 Percent Solid of 86.2 is used for alt target element* ND - Element analyzed for but not detected. p - Analyzed by ICP Cv - Analyzed by Cold Vapor F - Analyzad by GFA A - Analyzed by flan+ AA 09/03/96 17:14 FAX 1 732 541 1383 ACCREDITED LABORATORIES 10005%012 ACCREDITED LABORATORIES, INC. GENERAL CHEMISTRY ANALYSIS OATH 25 Matrizs S case N= Date Reeeiveds Sample X: 4809813 % Moisture: _ 13.8 — Went Nam*: wmONY Ficld Number: 82 - uV2 DILUTION METHOD BLANK ANALYSIS ANALYTES RESULTS MDL UNITS FACTOR RESULTS MDL DATE g6.2 0.10 X 1. 09/02/98 Solids, Percent 09/02/98 Flesh Point >200 B0. 1, 8.26 S.U. 1. 04/02/98 PH 1, ND 0.20 09/02/98 Cyanide, Reactive u0 0'4 ma/KS ND 40. 09/02/98 sulfide, Roactive ND 46.4 MO/K9 Sulfide NO 77.3 mg/K9 1. ND 0.01 09/02/98 Sulfite ND 2.32 m9/K9 1. ND 2.0 09/03/98 Sulfate 7960. 11.6 mg/Ke 25. ND 2.0 09/03/98 Total Organic Carbon 16500. 211. mg/Ka 1. ND 100. 09/02/98 3,98 17:15 FAX 1 732 541 1383 ACCREDITED LABORATORIES 006/012 Waste Management of Nevi York 123 Varick Avenue Brooklyn, New York 11237 A Waste Management Company F,ix 718,386.7900 Fax 718,1628.7089 WASTE MANAGEMENT OF NEW YORK STAR/Brookhaven ADC Sample #88 - 8/28/98 Total Sulfur Calculation from Sufide/Sulfite/Sulfate Analyses Atomic weight Sulfur 32 . 066 Oxygen 15 . 9994 Molecular weight Sulfite (S03) 80 .0642 Sulfate (SO4) 96 . 0636 Calculations Sulfide (reported as sulfur) mg/Kg = Sulfur concentration Sulfite (S03) mg/Kg = 32 . 066 Sulfur 80 . 0642 Sulfate (SO4) mg/Kg = 32 . 066 Sulfur 96 . 0636 Sum of the reported sulfide, the calculated amount of sulfur present in reported sulfite and the calculated amount of sulfur in reported sulfate, gives the total sulfur in mg/Kg (ppm) . 10, 000 ppm of sulfur is equivalent to 1% (compliance level) . Analytical Results Sulfide <77 .3 mg/Kg = 38.7 mg/Kg Sulfur Sulfite ND mg/Kg = 0 mg/Kg Sulfur Sulfate 7960 . 0 mg/Kg = 2657 . 0 mg/Kg Sulfur Total Sulfur 2695 .7 mg/Kg or 0 .270% i Stan Fernandes Laboratory Director 09/03/96 17:15 FAX 1 732 541 1383 ACCREPiTED LSBORATORIES X1007/012 Accredited Laboratories, Inc. TPHC by GC-FID Method 310. 13 Matrix: Soil Client: WMCNY Date Received: 08/3l/98 Case ,#: 1525 Date Extracted: 09/03/98 Analyst: CG Date Analyzed: 09/03/98 mg mg/K9 mg/ g mg/Kg a►glMg mg/ ylKerosene Fuel 12 Fuel #4 Fuel 06 MDL Field #` sample # Gasoline DBLK67 ND ND ND 4.0 � ND ND 4.6 82898-2"V2 9809813 ND ND ND = Not detected Detection was based on the peak pattern compared to Gasoline, Kerosene, Diesel Fuel.#2, Fuel#4 and Fuel#5. 09:03.98 17:15 FAX 1 732 541 1383 ACCREDITED IA$IIRATORIES 006%012 Accredited Laboratories Inc. Grain Size Analysis Client: WNNY Matrix: Soil case 0: 1525 Date Received: 08/31/98 Date Analyzed: 09/01/98 A$namplet #; 9809813 SIEVE TEST Sieve size (Mesh) Percent Finer 2 .0 in 100. 00 3/4 in. 100.00 1/2 in. 98.63 1/4 in. 88.63 No. 4 (4. 76mm) 84.40 No. 10 (2 . 001um) 70.98 No. 30 (0. 60mm) 48.61 No. 50 (0.297mm) 20.70 NO. 100 (0. 150mm) 9. 99 No. 140 (0:105MMm 6.00 No. 170 (0088mm 6.00 No. 200 (0 . 075mm) 5. 65 < No. 200 5.65 L 516-249-1456 516-249-3150 mental Tesffnq Laboratories,Inc. FAX 516-249-8344 208 Route 109 - Farmingdale - New York 11735 SOIL&WATER ANALYSIS • ORGANIC/INORGAMC• PETRO CHEMICAL CHAIN OF CUSTODY DOCUMENT X 8123 r Pr l e: 4 t og Proiso MmaweST4V f Sampler (signature). 10�AD Project Location: '� "��` 4) '''eo" " N`{ ��X37 Samplers Name(Prat): Client Name: Filter Mfg-: Lot 0: 0 SHR 012M O 24 HR O 48 HR O 72 HR SAMPLE tMFO rojed Phase 'A=Air B=&rNc w=water t=w Oe <-Time(min.)--> Roto <--Llmki--> Liers Analysis Analysis Date- ,Q T ' .5Dm., a I�gc�pon _ Lab�t Start `l--r_n W Total um' Start !Fvft, Volume Method _MOL sYmsr>2 Sim { j✓( N 4 n o 6 8 . j • 9 ' 10 i 12 et n is by (signature): Date ?,i Pa'�nted Nanle&Ag". Recewed by (Signature): Date Printed Name&Agent: Time n RefinquisW by (Signature): bate Printed Name&Agent: Cornrnents&Special Instructions: T& Time :�c'� `f 3��1i5' ,a � �' 4 1 7j�r'ee ved for Lab (SIure): Date P i Name ` Or aniZaa `< 4 A F►'Vl ,Z ffiFne ^ ETL �'d '� �, N� -- �� �3 516-249-3150 FrvtronmentW Testing Laboratories,Inc FAX 516-246-18344 208 Route 109 • Farmingdale • New York 11735 NY NH MA VT SOIL.WATER&AIR ANALYSIS•ORGANIC/INORGANIC• PETRO CHEMICAL NJ RI DE ME CHAIN OF CUSTODY DOCUMENT CT PA MD VA G 8222 ti A- DV-- -fir/ �` Q t pv,ywj Sampler (Signature): (Print): rolect ame: r,4&W -r C.�Iz Project Manager: 'E Iq„ Gy Project Address: 12 3 V'1� c'; lic. L P.-)(LQo IL i..'4,, l(1 b-7 OF Bill to: c tL NJ JM: O Rush b / / + \0in6��vG`a�� SAMPLE INFO SS-W Spoon; G=Grab; C-Composite; B-Blank •Air- vo1.(Lltent) ,�O R, atrix: L=Liquid; S=Sol; SL=Sludge: A'=Air; w=Wipe indude:flow fct�u ate Time Type Matrix Sample Location ...60�Sc� 4t�+ �� `''�.\.fo`ti�\QG ���..G�SrGP. ».. ....... »... » » 1 tip G s 11R9 .T- 1 2 it y :3 G S $- 19 8 .�—2 J 'S C�`P C: c4 sv 2:i t tt q �: S• l\ qS f— 3 1P,61- - -I- ,iTrs _ 1�.tT<+o 1lv -�`'t���-S � A tl5 0• $ 11gfs i Z g n �' S 11 q8 .T S L- -� t=.,�'�ta.1Tb ! iI'•.LcS !t Fro(L 1&Z\') Cv PSC ti kv-Aj ri 1��1$✓� ) -N J--s- 19 SLB 1 I f I 1� ��aU CMH W 4iL i i i i i i 13 uM �2 Oeu? £.L.ZA ObC? Relinquishpd by (Signature): Oats t 1 8 PrinNamq&Ag r Rece by nature) Dater /i r, Printed Name &Agent: 6 Time Time '� A. C7 p Relinquished by (Signature): Date Printed Name&Agent: Comments&Specl#Instnlctions:� �qDisposal Facility: 1 g , Received for Lab by (Signature): Date Printed Name: Number&Type of Containers: Preservatives: /—Am r W- IL AOL c1L FAX K0. 5162498344 P. 16 Environmental Testing Laboratories, Inc. 208 Route 109, Farmingdale. NY 11735 - Pax: S 16249-8344 • Phone: 516-249-1455 ANALYSIS REPORT - Total Solids 08/26/98 Et4J Custody Document G8222 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number. Manager: Stan Fernandes 3am1219 1 AnalyAls InformatioLl Custody: 66222 Type: Composite Analyzed: 08/12198 Collected: 08/11/98 11:35 AM Matrix: Soli Remarks: Location: 81198-J-Comp Remarks: Analy a Qwcon rattannAl to 1 MOL Unft % Solids 88.3 % 1 % Reviewed by: _ ppbsug/L, ug/Kg; ppm=mg/L, mg/Kg; ND--Not Detected; 8=in blank; NA-Not Analyzed; MOL=Method Detection Umit; nd=Not Determined; EwOuantitated Above Calibration; IDL=Inatrument Detection Umit. "mil sample based on dry weight basis;Air MDLs based on 1 L of sample. FLAP Cert#10959. The �t�ori TS - Page 1 .,W "U L1L FAX K0. 5162498344 P. 10 Environmental Testing Laboratories, Inc. 208 Route 109, Farmingdale, IVY 11735 • Fax: 516,249.8344 • Phone: 516 249.1456 .ANALYSIS REPORT - Priority Poll.Metals-RCRA 08128!98 f!r,gjec Pustody pocument G822% Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager, Stan Fernandes Sample-1 Analysis 1 formatlan Custody: G8222 Type: Composite Analyzed, 08/14/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks. Location: 81198-.1-Comp Remarks: AnalvCj2ncylitratlon fit$ Dilution MP—L ULf• Arsenic 6.10 ppm 113 0.9 ppm Cadmium <0.3 ppm 113 0.3 ppm Chromium 12.9 ppm 113 0.9 ppm Lead 189 ppm 113 0.2 ppm Mercury c0.009 ppm 189 0.009 Ppm Selenium <0.3 ppm 113 0.3 ppm Silver <0.9 ppm 113 0.9 ppm Antimony <617 ppm 113 5.7 ppm Beryllium 0.323 ppm 113 0.2 ppm Copper 35.6 ppm 113 1.7 ppm Zinc 170 ppm 113 1.7 ppm Nickel 15.1 ppm 113 2.8 ppm Thallium <0.9 ppm 113 0.9 ppm Reviewed by: _. ..._ ._. ppb=uglL, ug/Kg: ppm■mg/L, mg/Kg; ND=Not Detected; B=in blank: NA=Not Analyzed; MDL-Method Detection Limit, nd=Not Determined;E=Quantitated Above Calibration;IDL-Instrument Detection Limit. ill sample based on dry weight basis;Air MDLs based on 1 L of sample. FLAP Cert#10969. �QJt7�ZQdon RCRAPRIO - Page 1 rA% NU. 5162498344 P. 4 Environmental Testing Laboratories, Inc. 208 Route 109, Farmingdale, NY 11735 • Fax: 510-249-9344 • Phone: 516-2494456 ANALYSIS REPORT - Cyanide, Tota! 08/26/98 ro'ec Custody. Document 68222 Waste Management of NY Received: 08/11/98 1:08 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes am 1 Analysts information Custody: G8222 Type: Composite Analyzed: 08/14/98 Coilected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 61198-J-Comp Remarks: &O IAR rancentratlon Units Dilution M Units Cyanide <O.010 ppm 1 0.010 ppm • r Reviewed by: . ppb-ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; B=in blank; NA=Not Analyzed; MDL=Method i Detection Limit; nd=Not Determined; E-Quantitated Above Calibration; IDL=Instrument Detection Limit '+wftf1 sample based on dry weight basis; Air MDLs based on 1 L of sample. ELAP Cert#10969. AtzppqTl:C E IVd0►11 CYANIDE - Page 1 o��fia 0 i FAX NO. 5162498344 P. g Environmental Testing Laboratories, Inc. los noure 109. Varmtngdale, NY Z 1735 - Fax: 516249-8344 - Phone: 51 G 249-1456 ANALYSIS REPORT - Pesticides EPA METHOD 8081 08/26/98 r e Custody Document G8222 Waste Management of NY Received: 08/11198 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes mule 1 Analysis Information Custody: G5222 Type: Composite Analyzed: 08/16198 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: Analyt Concentraton P-a s DIlUtian MOL �.s_ a-BHC <2.06 ppb 1.14 2.05 ppb g-BHC (Lindane) Q.03 ppb 1.14 2.03 ppb b-SHC <4.47 ppb 1.14 4.47 ppb Heptachlor -1.68 ppb 1.14 1.58 ppb d-SHC <2.96 ppb 1.14 2.95 ppb Aldrin <2.22 ppb 1.14 2.22 ppb Heptachlor epoxide <2.38 ppb 1.14 2.38 ppb Endasulfan <2.62 ppb 1.14 2.62 ppb 4,4'-DDE 14.2 ppb 1.14 - 1.96 ppb Dleldrin <2.47 ppb 1.14 2.47 ppb Endrin 0.73 ppb 1.14 1.73 ppb 4,4'-DDD 7.68 ppb 1.14 1.1 ppb Endosulfan Il <3.16 ppb 1.14 3.15 ppb 4.4'-DDT 30.0 ppb 1.14 0,84 ppb Endrin aldehyde <3.71 ppb 1.14 3.71 ppb Endosulfan sulfate <3.97 ppb 1.14 3.97 ppb Chlordane <70.7 ppb 1.14 70.7 ppb Toxaphene <116 ppb 1.14 116 ppb Methoxychlor <1.14 ppb 1.14 1.14 ppb Reviewed by: r ppb--ug/L, ug1Kg; ppmumg/L, mg/Kg; ND=Not Detected; B=1n blank; NA=Not Analyzed; MOL:--Method Detection Limit; ndallot Determined;EaQuentitated Above Calibration; 1DL¢Instrument Detection Umit i sample based on dry weight basis; Air MDLs based on 1 L of sample. FLAP Cert#10989. �t�ott PEST - Page 1 rAX nu. 5162498344 P. g environmental Testing Laboratories, Inc. 208 Route 109, Farmingdale. NY 11735 • Fax: 516 249-8344 - Phone: 31©249 1456 ANALYSIS REPORT - PCB's EPA METHOD 8081/608 08128/98 o ct Custody Document G8222 Waste of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Jab Number. Manager: Stan Fernandes atn is 1 Analysis Info atlon Custody: 68222 Type: Composite Analyzed: 08117/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: Analyte Concentration Unift Dilution WQ,6 ill% PCO 1016 a23A ppb 1.13 23.4 ppb PCB 1221 <15 ppb 1.13 15 ppb PCB 1232 <10.6 ppb 1.13 10.5 ppb PCB 1242 <22 ppb 1.13 22 ppb PCB 1248 <8.73 ppb 1.13 8.73 ppb PCS 1254 <14.5 ppb 1.13 14.5 ppb PCS 1260 <14.6 ppb 1.13 14.6 ppb Reviewed by: ppb=ug/L, ug/Kg; ppm=mg/L, mg ft; ND=Not Detected; B=in blank; NA=Not Analyzed; MDL=Method Detection Umit; nd=Not Determined; EsQuantitated Above Calibration; IDL=Instrument Detection Limit "o'$ 16�sample based on dry weight basis;Air MDLs based on 1 L of sample. ELAP Cert#10969. e O lWon PCB - Page 1 + - L PAI nu. 51 b1498344 P. 5 Environmental Testing Laboratories, Inc. 208 Route 109, Farmingdale, NY 11735 - Fax: 516 249-83x4 - Phone: 5 16-249-1456 ANALYSIS REPORT EPA-8270/82501626 08126198 Ptoject Custody Document G8222 Waste Management of NY Received: 08111/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes sample 1 Analyst !nf rmation Custody: G8222 Type: Composite Analyzed: 08112198 Collected: 08111!98 11:35 AM Matrix: Soil Remarks: See case narrative Location: 61198-J-Comp Remarks: Analyte Concentrationtlj$ Dilutlop MM gnu Phenol <142 ppb 37.80 142 ppb bis(2-Chioroethyl)ether <147 ppb 37.80 147 ppb 2-Chlorophenol <143 ppb 37.80 143 ppb 1,3-Dichlorobenzene <152 ppb 37.80 152 ppb 1,4-Dichlorobenzene <149 ppb 37.80 149 ppb Benzyl alcohol <134 ppb 37.80 134 ppb 1,2-Dichlorobenzene <143 ppb 37.80 143 ppb 2-Methylphenol <133 ppb 37.80 133 ppb bis(2-Chlorolsopropyl)ether <110 ppb 37.80 110 ppb 3,4-Methylphonol <296 ppb 37.80 298 ppb N-Nitroso-dl-n-propylamine 4133 ppb 37.80 133 ppb Hexaohloroethane <149 ppb 37.80 149 ppb Nitrobenzene 4146 ppb 37.80 146 ppb Isophorone <128 ppb 37.80 128 ppb 2-Nitrophenol 4147 ppb 37.80 147 ppb 2,4-Dimethylphenol <121 ppb 37.80 121 ppb Benzoic acid <134 ppb 37.60 134 ppb bis(2-Chloroethoxy)methene <144 ppb 37.80 144 ppb 2,4-Dlchlorophenol <145 ppb 37.80 145 ppb 1,2.4 Trichlorobenzene <147 ppb 37.80 147 ppb Naphthalene 432 ppb 37.80 165 ppb 4-Chloroaniline <46.2 ppb 37.80 46.9 ppb Hexachlorobutadiene 4141 ppb 37.80 141 ppb 4-Chloro-3-methylphenoi <108 ppb 37.80 108 ppb 2-Methylnaphthalene 309 ppb 37.80 152 ppb Hexachlorocyclopentadiene <339 ppb 37.80 339 ppb 2,4,6-Trichlorophenol 4129 ppb 37.80 129 ppb 2.4,5-Trichlorophenol <115 ppb 37.80 115 ppb r ppb=ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; B-in blank; NAuNot Anatyzad; MDL=Method , Detection Limit; nd+Not Determined; E=Quantitated Above Calibration; IDL=instrument Detection Limit. X11 sample based on dry weight basis; Air MDLs based on 1 L of sample. FLAP Cert#10989. ?'lie � � EPA8270 - Page 1 VRA nu. blbl4HJ44 P. 6 Environmental Testing Laboratories, Inc. 208 RoutC i 09, mrmftdale. NY 11735 - Fac: 516-249-6344 - Phone: 51 D 249-14SO ANALYSIS REPORT - EPA-8270/8250/625 08/26/98 r •e Custody Document GB222 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, IVY Job Number: Manager: Stan Fernandes Sample- fcont_inupol Analveie 1 fonmiltlon Custody: G8222 Type: Composite Analyzed: 08/12/98 Coffected: 08111/98 11:35 AM Matrix: Soil Remarks: See case narrative Location: 81198-J-Comp Remarks: Analyte Conce tration Unft_s pt ution MM walk 2-Chloronsphthalene 4162 ppb 37.80 152 ppb 2-Nitroanlline <04.5 ppb 37.80 94.5 ppb Dimethyl phthalate 4108 ppb 37.80 105 ppb Acenaphthylene 452 ppb 37.80 127 ppb 2,6-Dinitratoluene <107 ppb 37.80 107 ppb 3-Nitroanlline 469.3 ppb 37.80 56.3 ppb Acenaphthene 461 ppb 37.80 139 ppb 2,4-Dinitrophenol <204 ppb 37.80 204 ppb 4-Nitrophenol <201 ppb 37.80 - 201 ppb Dibenzofuran 369 ppb 37.80 119 ppb 2,4-Dinitrotoluene <08.7 ppb 37.80 98.7 ppb Diethylphthalate <93.7 ppb 37.80 93.7 ppb 4-Chiorophenyl-phenyl ether <110 ppb 37.80 110 ppb pluorene 702 ppb 37.80 124 ppb 4-Nitroanlline 4116 ppb 37.80 116 ppb 4,6-Dinitm-2-methylphenol <244 ppb 37.80 244 ppb N-nitrosodiphenylamine <80.5 ppb 37.80 80.5 ppb 4-Bromophenyi-phenylether <63.5 ppb 37.80 83.5 ppb Maxachlorobenzene <70.3 ppb 37.80 70.3 ppb Pentachlorophenol <202 ppb 37.80 202 ppb Phenanthrene 3210 ppb 37.80 94.5 ppb Anthracene 1010 ppb 37.80 77.1 ppb Dl-n-butylphthalate <102 ppb 37.80 102 ppb Fluordnthene 3590 ppb 37.80 78.2 ppb Pyrene 4140 ppb 37.80 81.3 ppb E Butylbenrophthalate 484.1 ppb 37.80 94.1 ppb 3,T-Dichlorobenzidine <82.8 ppb 37.80 82.8 Benze(a)anthrocene 2680 ppb 37.80 54.1 ppb ppb-ug/L, ug/Kg; ppm=mg/L. mg/Kg; ND=Not Detected; 8=1n blank; NA=Not Analyzed: MOL=Method Detection Limit; nd=Not Determined; E=Quantitated Above Calibration; IDL=Instrument Detection Limit. 1*9§ 1 sample based on dry weight basis;Air MDLs based on 1 L of sample. ELAP Cert#10969. C ori EPA8270 - Page 2 s a MA nu, OI U4ydi 44 P. 7 Environmental 'Vesting Laboratories, Inc. 208 Route 100. Farmingdale, NY 11735 - Fax: 516249-8344 - Phone: S 16-249-1456 ANALYSIS REPORT - EPA-8270182601625 . oa/26/sa Prole—cProle—ct Custody Document G8222 Wast© Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Femandes temple 1 1continued2 AnalYelp InformAtion Custody. G8222 Type: Composite Analyzed: 08/12198 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: See case narrative Location: 81198-J-Comp Remarks: Analyj Concentra on Unft Dilution "DI W" Chrysene 3140 ppb 37.80 70.3 ppb bis(2-Ethylhexyl)phthalate 610 ppb 37.80 103 ppb Dl-n-octylphthatate <118 ppb 37.80 119 ppb Senzo(b)fluoranthene 2700 ppb 37.80 67.3 ppb Benzo(k)fluoranthene 921 ppb 37.80 118 ppb Senzo(a)pyrene 2090 ppb 37.80 63.9 ppb Indeno(1,2,3-4,;d)pyrene 9210 ppb 37,80 75.2 Oibenzo(a,h)anthracene 409 ppb 37.80 77.1 ppb Benzo(g,h,i)peryfene 1260 ppb 37.8 - 70.7 ppb Reviewed by: E ppb=ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; B=In blank; NA-Not Analyzed; MDL&Method I Detection Limit; nd=Nat Determined; E-Quantitated Above Calibration; IDLwinstrument Detection Limit r rWg11 sample based on dry weight basis;Air MDLs based on 1 L of sample. ELAP Cert#10969. e t>EoA EPA8270 - Page 3 I f ,L- v. JJ AM Z I L FAX K0. 5162498344 P. 2 Environmental Testing Laboratories, Inc. 208 Route 109, Farmingdale, NY 11735 - Fax: 516-249-8344 • Phone: 516-24944M ANALYSIS REPORT - Semi-Volatiles 08/26/98 protect Custody Document G822-2 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes Samole 1 Analysis 113f0=0011 Custody' G8222 Type: Composite Analyzed: 08/12/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: Analyte !goncgntratfan mit t n !—D Units Benzidine c234 ppb 37.8 234 ppb N•nitrosodimethylamine <106 ppb 37.8 108 ppb Reviewed by: 10414 ppb=ug/L, ug/Kg; ppm-mg/L, mg/Kg; ND=Not Detected; a=in blank; NA=Not Analyzed; MOL--Method Detection Limit; nd=Not Determined; E--Quantitated Above Calibration;IDL=Instrument Detection Limit I sample based on dry weight basis; Air MDLs based on i L of sample. ELAP Cert#10989. don #GC/MS2 - Page 1 "' J" ,LL 0. 0A t1L FAX NO. 5162498344 P. 11 Environmental Testing Laboratories, Inc. 208 Route 100, F=tngdale, NY 1 1735 - Fax: 516-249-s344 - Phone: 516,2494456 ANALYSIS REPORT - TCLP Semi-Volatiles 08/26/98 P-r� Custody Document G1222 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes Sa i Analysis Information_ Cussto G8222 Type: Composite Analyzed: 08/12/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-1-Comp Remarks: Anaiyte Concen radon1�;r Dilution iLA" Units o-cresol <0.02 ppm 10 0.02 ppm m,p-cresol <0.01 ppm 10 0.01 ppm 1,4-Dichlorobenzene <0.02 ppm 10 0.02 ppm 2,4-Dinitrotoluene i0.01 ppm 10 0.01 ppm Hexachlorobenzene -00.01 ppm 10 0.01 ppm Hexachlorobutadiene <0.02 ppm 10 0.02 ppm Hexachlorcethane <0.02 ppm 10 0.02 ppm Nitrobenzene <0.02 ppm 10 0.02 ppm Pentachlorophenol e-0.02 ppm 10 - 0.02 ppm Pyridine <0.01 ppm 10 0.01 ppm 2,4,5-Trichlorophenol <0.01 ppm 10 0.01 ppm 2,4,6-Trichlorophenol <0.01 ppm 10 0.01 ppm Reviewed by: ._ _ .... ppb=ug/L, ug/Kg; ppm-mg/L, mg/Kg; ND=Not Detected; B=in blank; NA--Not Analyzed; MDL--Method Detection Limit; nd=Not Determined; E=Quantitated Above Calibration; IDLotnstrument Detection Limit. sample based on dry weight basis;Air MDLs based on 1 L of sample. FLAP Cert#10969. CjQt�OA TCLP8270 - Page 1 . • o •�� ,Lu o- Stu hm P,iL FAX N0. 5162498344 P. 14 Environmental Testing Laboratories, Inc. 2oa Route Ioo, Farmingdale, NY l 1735 - Fax: 516 Z41D-8344 • Phone: 516-2491456 ANALYSIS REPORT - TCL.P Pesticides 08/26/98 Prole Custody Document 012ZZ Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number. Manager: Stan Fernandes Samnia 1 Analysis Information_ Custody: G8222 Type: Composite Analyzed: 08/19/98 Collected: 08/11/88 11:35 AM Matrix Soil Remarks: Location: 81198-J-Comp Remarks: pmWa concentrjtlort Un ft Dilution V, Units Endrin <0.0002 ppm 10 0.0002 ppm Lindane <0.0002 ppm 10 0.0002 ppm Methoxychlor 40.0002 ppm 10 0.0002 ppm Toxaphene <0.0089 ppm 10 0.0089 ppm Chlordane <0.0016 ppm 10 0.0018 ppm Heptachlor -c0.0003 ppm 10 0.0003 ppm Reviewed by: ppb=ug/L, ug/Kg; ppmzmg/L, mg/Kg; ND=Not Detected; B=in blank; NA-Not Anatyzed; MDI.=Method Detection Lirnit; nd-Not Determined; E=Quantitated Above Calibration; IDL=Instrument Detection Limit. "9Ffil sample based on dry weight basis;Air MDLs based on 1 L of sample. FLAP Cart#10069. The oYi TCLPPEST - Page 1 nil °1 L FAX K0. 5162498344 P. 12 Environmental Testing Laboratories, Inc. 2o$ Route i o$, 1-amlingdale. NY 11735 • FaX*. 516-249-8344 • Phone: 51 GQ49.1456 ANALYSIS REPORT - TCLP Herbicides 08/26/98 r Cugtody Document GU2Z Waste Management of NY Received: 08/11198 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes SampleA Analyst information Custody: 68222 Type: Composite Analyzed: 08/24/98 Collected: 08/11/98 11.35 nM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: AMLY12. Concentration nits Dilution M UlIft 2,4-0 <0.010 ppm 20 0.010 ppm Siivex (2,4,5-TP) <0.002 ppm 20 0.002 ppm Reviewed by: i ppb-ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; B=1n blank: NA-Not Analyzed; MOL=Method Detection Limit: nd=Not Determined; E=Quantitated Above Calibration; IDL instrument Detection Limit mwftl sarnple based on dry weight basis; Air MDLs based on 1 1_of sample. FLAP Cert#10969. The tgan�zadon TCLPHERS - Page 1 I FAX NO. 5162498344 P. 13 Environrmenta! Testing Laboratories, Inc. 208 ROUtC 1 oo. I=anningdale, NY 1 IT-35 - FaX: 516-249-8344 - Phone: S 142494456 ANALYSIS REPORT - TCLP - Metals 08/26198 e3ct Custody Document G8222 Waste Management of NY Received: 08/11I98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes SaMR19 1 analysis Information Custody: G8222 Type: Composite Analyzed: ' 08/14/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: gp y�g Concentration Units Dilution m,Q1L_ Unita Arsenic <0.08 ppm 10 0.08 ppm Barium -2.00 ppm 10 2.00 ppm Cadmium <0.43 ppm 10 0.03 ppm Chromium 0.063 ppm 10 0.08 ppm Lead X0.02 ppm 10 0.02 ppm Mercury <0.00005 ppm 1 0.00005 ppm Selenium <0.03 ppm 10 0.03 ppm Silver 0.08 ppm 11) 0.08 ppm f Reviewed-by: ppb=ug/L, uglKg; ppm-mg/L,rngl ft ND=Not Detected; B=in blank; NA=Not Analyzed; MDL=Method Detection Umit; nd=Not Determined;E=4ua lusted Above Calibration; IDL-Instrument Detection Limit m9n fll sample based on dry weight basis;Alr MDLs based on 1 L of sample. FLAP Cert#10969. �tw ' Ori TCLPMETA - Page 1 -- W 1 T 1 nlu 1:1 L FAX NO. 5162498344 P. 15 Environmental Testing Laboratories, Inc. 208 Route 100. Farmingdale, NY 11735 • M: 516-24943344 • Phone: 516 2404456 ANALYSIS REPORT - TOG 0$/26198 ProlectCustody ocument 038222 Waste Management of NY Received: 08111/98 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY .lob Number: Manager: Stan Fernandes sample I Al3alyals Information Custody: G8222 Type, Composite Analyzed: 08/21/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81198-J-Comp Remarks: naiytg Concentra ion ynft Dilyttoa MPL U= TOG 18100 ppm 1 0.434 ppm r Reviewed by: ppb=ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; S=in blank;NA=Not Analyzed; MDL.-Method Detection Limit: nd=Not Determined; E=Quantitated Above Calibration: IDL=Instrument Datectlron Limit m l s i nple based on dry wcight basis;Air MDLs based on 1 L of sample. ELAP Cart#10989. a�t#ori TOC - Page 1 y WI jj Alu L1L FAX K0. 5162498344 P. 3 Environmental Testing Laboratories, Inc. 208 Route i oo, Farmingdale. NY 11735 - Fax: 516240-8344 - Phone: 516-249-14S6 ANALYSIS REPORT - Total Pet. Hydrocarbons 418.1 08!20!98 Project ,Custody Document 6822,2 Waste Management of NY Received: 08/11198 1:06 PM 123 Varick Avenue Sampled by: Anthony Cox Brooklyn, NY Job Number: Manager: Stan Fernandes Sample 1 Anaivsis lnformati n Custody: G8222 Type: Composite Analyzed: 08/13/98 Collected: 08/11/98 11:35 AM Matrix: Soil Remarks: Location: 81188-)-Comp Remarks: Analyte Concent atlon nits 0I1utidn MOL 1i,I�s Total Recoverable 693 ppm 1 5.0 ppm Petroleum Hydrocarbon Reviewed by: ppb=ug/L, ug/Kg; ppm-mg/L, mg/Kg;ND=Not Detected; B=in blank; NA-Not Analyzed; MDL=Method Detection Limit-, nd=Not Determined; E-Quantitated Above Calibration; IDL=Instrument Detection Limit. !""ftl sample based on dry weight basis;Alr MDLs based on 1 L of sample. ELAP Cert#10969. The �adon 418.1 - Page 1 516=249-1456 516-249-3150 Environmental Testing Laboratories, Ina FAX 516-249-18344 208 Route 109 • Farmingdale • New York 11735 NY NH MA VT SOIL.WATER&AIR ANALYSIS•ORGANIC/INORGANIC • PETRO CHEMICAL i NJ RI DE ME CHAIN OF CUSTODY DOCUMENT CT PA MD VA -1 G • 82-23 Pr sect Name: Project Manager:C-w'`'t'14 af',tAr % Sampler (Signature): (Print): _! Project Address: < <� -� -©o K f.r I f Bill to:t'.t t ('i NN JM: 7777T6 Rush b SAMPLE INFO to" SS=Spot Spoon; G=Grab- C=Composite; e=Blank •Air• va.(tltera) aMr. L-Liquid; S=Soil; SL=Mudge; A•=Air; W=Wipe include:Flow(CFM)) Q ti '� b '1 �+ O •J O ;� Q� � P or G •tea'° �. ID Date Time Type Matrix Sample Locatione,�G�QGP4.ea 2 tt • G 1 g -ti�Z 1L ;3'� s ice: ,t�-� , Q 0. SRT c Q a 16 i 8 (til'xc CZ i 9 LL F-2Dh 11.0 D(7tci CE6 10 1' C) c2iY5 IA Q X1'1 1w V 1- elinq fished y (Signature): Date it P rated Nam&Agent: Rec ' by ignature): Date'// f Printed Name&Agent: Time j: s{'i�r�,/ ��isiLn/.t. A ,Cok �J ReCinq ished by (Signature): Date Printed Name&Agent: Comments&Special structi s: Disposal Facility: Time r tZC ),y Received for Lab by (Signature): Date Printed Name: Number&Type of Containers: Preservatives: Time Z t r- FAX NO. 5162498344 P. 5 Environmental Testing Laboratories, Inc. 208 Route 109, Parrningdale, NY 11735 • Fax: 5 16-249-8344*• Phone: 5 16-249-1466 ANALYSIS REPORT - Total Solids 08/19/98 Project Pustody D cument!38223 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Stan Fernandes Brooklyn, NY ,fob Number: Manager; Stan Fernandes S m�ale_2_ Analysis In ormagon Custody: G8223 'type: Grab Analyzed: 08/12/98 Collected: 08/11/98 11:00AM Matrix: Soil Remarks: Lao'adon: 81198 J-B Remarks: Analylg Concentration UM Delon 1"D Iita %Solids 91.8 % 1 % Reviewed by: ppb-ug/L. ug/Kg; ppm¢mg/L, mg/Kg; NDallot Detected; Bain blank; NA-Not Analyzed; MDLtMethod Detection Limit; nd=Not Determined; E=Quantitated Above Calibration; IDL-Instrument Detection Limit w&4W1 sample based on dry weight basis;Air MDLs based on 1 1-of sample. FLAP Cert#10989. The �t�41! TS - Page 1 Environmental Testing Laboratories, Inc. 208 Route 109, Farmingdale, NY 1 1735 • Fax: 516-249-8344 Phone: 516-249-1456 ANALYSIS REPORT - Acrolein & Acrylonitrile 08/19/98 r 'ec Custody Document G8223 .Waste Management of NY Received: 08/11/98 1:06 PM 132 Vorick Avenue Sampled by: Stan Fernandes Brooklyn, NY Job Number: Managor: Stan Fernandes Sample 2 Analysis Information Custody: G8223 Type: Grab Analyzed: 08/16/98 Collected: 08/11/98 11:00 AM Matrix: Soil Remarks: See Case Narrative Location: 81198 J-B Remarks: Analyte Concentration UniLs Dilution MDL knk Acrolein <3.40 ppb 1.09 3.40 ppb Acrylonitrile <3.35 ppb 1.09 3.35 ppb Reviewed by: ppb=ug/L, ug/Kg; ppm=mg/L, mg/Kg; ND=Not Detected; B=in blank- 'IA=Not Analyzed; MDL=Method Detection Limit; nd=Not Determined; E=Quantitated Above Calibration; IDL=lnstrul---1 ^ptection Limit. Meffl sample based on dry weight basis,Air MDLs based on 1 L A sample. ELAP Ce.L,, The -' ee rga�rtizat�Ori #GC/MS1 - Page 1 rAx AU. 5IU4H344 P. 2 Environmental Testing Laboratories, Inc. 208 Route 109. Farmingdale, NY 1 173s • Pax: 51 6249,8344 - Phone: 516-240-1456 ANALYSIS REPORT - 8240 Compounds by EPA 8261) 08/18/98 ro' c gust9dx,D2cume t 223 Waste Management of NY Received: 08/11/98 1:06 PM 123 Varick Avenue Sampled by: Stan Fernandes Brooklyn, NY Job Number: Manager: Stan Fernandes Sample 2 finalyfils Infotmalation Custody: 48223 Type: Grab Analyzed: 08/10/98 Collected: 08/11/98 11:00 AM Matrix: Soil Remarks: See Case Narrative Location: 81198 J-B Remarks: Aaalyte#e Concentradon Dltution KQ_L VA Dichlorodifluoromethane <0.7 ppb 1.09 0.7 ppb Chloromethane <0.37 ppb 1.09 0.37 ppb Vinyl Chloride <015 ppb 1.09 0.65 ppb Sromomethane <0.43 ppb 1.09 0.43 ppb Chloroethane <0.21 ppb 1.09 0.21 ppb Trichlorofluoromethane <0.12 ppb 1.09 0.12 ppb Acetone 33.7 ppb 1.09 12 ppb 10-Dichloroethene X0.23 ppb 1.09 0.23 ppb Methylene Chloride 37.2 ppb 1.09 0,84 ppb 8 Carbondlsulfide <0.29 ppb 1.09 0.29 ppb t-1,2-olchioroethene <0.4S ppb 1.09 0.45- ppb 1,1-Dichloroethans <0.17 ppb 1.09 0.17 ppb 2-Butanone 64.96 ppb 1.09 4.96 ppb Chloroform <049 ppb 1.09 0.19 ppb 1,1,1-Trichforoethane -c0.31 ppb 1.09 0.31 ppb Carbon Tetrachloride <0.29 ppb 1,09 0.29 ppb 1,2-Dichlomethans <0.33 ppb 1.09 0.33 ppb Benzene <0.31 ppb 1.09 0.31 ppb Trichloroethene <0.33 ppb 1.09 0.33 ppb 1,2-Dlchloropropane <0.2 ppb 1.09 0.2 ppb Bromodichloromethane <Q.21 ppb 1.09 0.21 ppb Dibromomethane <0.56 ppb 1.09 0.58 ppb 4-Methyl2-Pentanone 0.84 ppb 1.09 3.84 ppb 2-Hexanone <3.54 ppb 1.09 3.54 ppb c-1.3-Dichloropropene <0.27 ppb 1.09 0.27 ppb Toluene 1.2 ppb 1.09 0.36 ppb , t'1,3-Dichforopropene <0.45 ppb 1.09 0.45 ppb 1,1,2-Trichloroethane <0.53 ppb 1.09 0.53 ppb 1 ppb-ug/L, ugft*. ppm=mg/L, mgffg*, ND=Not Detected;S=in blank; NA=Not Analyzed;MDLNMethoa Detection Limit; nd=Not Determined; EcQuantitated Above Calibration;IDL=Instrument Detection Limit "wft1 sample based on dry weight basis; Air MQLs based on 1 L of sample. ELAP Cert#10969. c �tpn 5PA8240 - Page 1 .pan aay. .I�Vc.'[J'JJTY r. j FInvironmental Testing Laboratories, Inc. 208 Route t o8. F-ermU%dale, NY t 1735 - Fax: 5 t 6,249-8344 • Phone: 516 2404456 ANALYSIS REPORT - 8240 Compounds by EPA 8260 06/19/98 gustody Document G8223 Waste Management of NY Received: 08/11/98 1:08 PM 123 Varick Avenue Sampled by: Stan Fernandes Brooklyn, NY Job Number: Manager: Stan Fernandes Sample 2 ( ontinuedl AjDaLysis information Custody: G8223 Type: Grab Analyzed: 08/16/98 Collected: 08/11/98 11:00 AM Matrix: soil Remarks: See Case Narrative Location: 81198 J-3 Remarks: Ccttce tratFoR Units Dilution Ulm Mau Tetrachloroethene 0.92 ppb 1.09 0.31 ppb Oibromochloromethane <0.32 ppb 1.09 0.32 ppb 12-Dibromoethane 40.66 ppb 1.09 0.55 ppb Chlorobenzene <0.32 ppb 1.09 0.32 ppb Ethylbenzene <0.37 ppb 1.09 0.37 ppb m,p-xylene 3.5 ppb 1.09 0.69 ppb o-xylene Z5 ppb 1.09 0.31 Styrene X0.32 ppb 1.09 0.32 ppb Bromoform <0.52 ppb 1.09 0.52 ppb 1,1,2.2-Tetrachloroethane <0.66 ppb 1.09 0.55 ppb 1.2,3-Trichloropropane 4.6 ppb 1.09 0.5 ppb 1,3-Dichlorobenzene <0.36 ppb 1.09 0.35 ppb 1,4-Dichlorobenzene <0.31 ppb 1.09 0.31 ppb 1,2-Dichlorobenzene <0.29 ppb 1.09 0.29 ppb 1,2-Dibromo-3-chioropropane <0.78 ppb 1.09 0.78 ppb Reviewed by: F ppb=ug/L. ug/K8; ppm=m9/L, mg/Kg; ND=Not Detected; B=in blank; NA=Not Analyzed;MDL-Method Detection Limit; nd=Not Determined; E-Quantitated Above Calibration; I01-=instrument Detecwn UrniL ' muftll sample based on dry weight basis;Air MDLs based on 1 L of sample. ELAP Cert*10969. on EPA8240 - Page 2 , _ - ... nw ...a, rRA nu, 310zgybJ44 P. 4 Environmental Testing Laboratories, Inc. 248 Route 109. Farmingdale, NY 11735 - Fax: 5 16240-8344 - Phone: 516,249-1456 ANALYSIS REPORT - TCLP-SW846 8240/624 Q8119/98 Eroject restudy Document 68223 Waste Management of NY Received: 08/11198 1:06 PM 123 Varick Avenue Sampled by: Stan Fernandes Brooklyn, NY Job Number: Manager: Stan Fernandes Sa�n101 Analysls in orma icon Custody: G8223 Type: Grab Analyzed: 08/16/08 Collected: 08/11/98 10:00 AM Matrix: Soil Remarks: See Case Narrative Location: 81198 J-A Remarks: atvte Cott entry Jon Units Diludan Um U11ift Benzene <0.0014 ppm 10 0.0014 ppm Carbon'tetrachloride 40.0034 ppm 10 0.0034 ppm Chlorobenzene -0.0021 ppm 10 0.0021 ppm Chloroform <0.0040 ppm 10 0.0040 ppm 1,2-Dichtoroethane <0.0036 ppm 10 0.0035 ppm 1.1-Dichloroethene <0.0049 ppm 10 0.0049 ppm Methyl Ethyl Ketone <0.0082 ppm 10 0.0082 ppm Tetrachloroethene 40.0032 ppm 10 0.0032 ppm Trichloroethene <0.0028 ppm 10 - 0.0028 ppm Vinyl Chloride <0.0050 ppm 10 0.0050 ppm Reviewed by: l ppb=ug/L, ug/Kg; ppm¢mg/L, mg/Kg; ND*Not Detected; 6=ln blank; NA-Not Analyzed; MOL-Method Detection Limit; nd=Not Determined; ExQuantltated Above Calibration; IDI■Instrument Detection Limit l mw4MI sample based on dry Weight basis;Air MDIs based on 1 L of sample. FLAP Cert 910969. The ' (riartltz�rrbtvtt TCLP8240 - Page 1 M ATTACHMENT A FLUSHING BAY RETENTION FACILITY NON-HAZARDOUS NON-INDUSTRIAL SOIL GEOTECHNICAL ANALYSES ♦1314/S0909801.doc(ROl) -EE .CRUZ & CO . , INC . ID *7184609104 JUL 24 '98 13 : 17 No .011 P.02 FROti : PAI�ER 71CAM ST4"D T V C CDC PHONE 1.40. : 718 961 1191 � Jul. ,%' IV.10 kY3:J'r11'1 i�' GRAIN SIZE DISTRIBUTION TEST DATA Cl!ent t E.E. CRUZ Project: F1,USHIN9 BAY FACILITY CENTER, FLUSHING, NY projapt fore fimmle Data sa�raes Sa Mle N0. : SAMPLE 4 1 (7/13/9 8) Bawl* Longtb (in./cm.) ; N/A z1rov.. or Daptb: N/A Locations STOCKPILE ON JOE 57-TE Descriptions T%Iwll-graded sand With silt and ffravnl Liquid Limits N/A plastid Limit: N/A V8CB Classification: Sw-SM AAsj 'o ciassifiaatia"t A..1 .-h Testing Rs=rks: SAMPLED BY THE CLIENT TESTED BY T. 01" REPORTED BY T. DIAZ Mechanical Analysis Data 2niti*2 After wash Dry SAW3.e and tar•= 1;88.60 1676. 60 Fere 0 .00 0.00 Dry sslM20 weight • 1788. 60 1.676.60 aaLaue #200 fvo .rash= 6.3 % Tares Por cuatulativs weight retsinodu , 00 Biove cunul. wt. percent retained Mies: 1 1/2 inch 0.00 100.0 1 inch 40 .20 97 .8 3/4 111uh 76.40 95.7 1/2 inch 109 .60 93. 9 3/8 inch 160.90 90.7 # 4 277 .80 84.5 !« 10 4741.80 75.5 # 40 1285.60 28.1 200 167b.60 6.3 tractional cogpwaentis _. -- -- Gravel/sand based on 14 Band/Fines based on 000 91i CO=T-1*0 = 0.8 % ORAS+ = 14.7 (R 00a2wdo • 3.5 fine = 11-2) g�qp s 78.2 (k coarse G 4$.4 fir► fine a 21 .8) A(, pZNEs = 6.3 DS5= 5.06 D60+ 11.20 Dgdm 0.88 U30m f1.46 D16m 0.21 Dion 0.13 Cpm 1 ,3583 Cyt• 9.365 American Standaxd Testing and consulting Laboratorie+a. 7nr.• - EE .CRUZ & CO . , INC . ID :7184609104 JUL 24 '98 13 : 17 No .011 P.03 FF<w AMERICRN STFINDWD I v L;uHi i-9IL"t M. ilo lft1 11h1 PARTICLE SIZE DISTRIBUTION TEST REPORT �il1 50 - IR�, II I 1 1 I I I II, ••1 , 1 t I I� 1, I ( I 1 i 80 ' ' 1 � 1 1 1 1 ---��-r• - 70 t 60 -4 1I LL 1 1 I i I • ' . i - --1 1 I .J.1I 1 I I , •I I .,1.. 1 1 1 � 1 1 1 I II i t II 1 r• II I I I 1 1 l i ' I 40 I' A I i 1 11 su I I I 1) I 1 I II I I 20 I ._.i.....,.- I 10 It I _�...-... , 1 1 l 1 1 1 I I• I �� I � r ' I I 1� ' II{ •1 l 10 GRAIN Sin 1111)1 91 C0811IL90 7i GRAVEL MI:U1N0 'IG CILT i OLAP UE:OC _MCI ITO I 1`L U n 14.7 79.2 SW-SM A-1•b i:mli NIA SIEVE PERCENT FINER SIEVE PERCENT mwit 1 Nc#m ..O NYA1111, D O Wo11.V&Ud$460%VIM Wl amt gruvW like 111�'�:� a�1v 73.s 1 3/4 95.7 fh0 28.1 3B 017 9200 6.3 ' 90 I I GRAIN SIZE C�1 1. G SAW=By THE CLMNT '17MM)BY T-DIAZ u.,w 0.457 R OMM BY T DIAZ 010 0-12H COEfFK:fENYS Ga 1.36 >>.36 --- ------ p y.acetiw�: SAMPLE#1 (7/I3/93)3TOCKPIU JOB SrM Amorican Stpndard Caw*; S.C.CRT1' TeTaborstorles, ing and Consulting p*,t, pLUSHM BAY FACTI IW CI�1TF..R,TLUSIMI 0,NY Inc. plowNa.: Made -EE .CRUZ 8 CO . , INC . ID :7184609104 JUL 24 '98 13 : 18 No .011 P.04 FF2:l1 : k*R I C Ah STANDARD 1 JG CONS PHONE NCS. : 718 961 1191 � Jul. 23 1938 04:X*11 r' DATA FILE: 145 iapIS�E-DENSITY TEST DATA _-- ressia=c=M=z.cC�ca ___ .c ..a= �.}rFi}Gw•1RF?}C���= PROONCT DATh Date: 7-23-1998 proj eat DQ- . E.E CRUZ Project: FLUSHING BAY FACILITY CENTER, QUEENS x,oca1"•ion 1• SAMPLE # 1 ( 7/1,3/98) 2: STOCKPILE ON JOB SITE Ita�na►xko 1, SAMPLED BY TER CLIENT 2: TESTED BY T. DIAZ # � REpORTED BY T. DIAZ Material 1' WESL-GRADED SAND WITH dvacript i on 2! SILT & GRAVEL Elevation or depth: 1/A Fig no ,._ .. ._-�---------------------•- SPBCxAM STA -----��-------- ---------- USC3 Classification: SW-SM AASHTO Classification: N/A Natural enn_";arure: N/A Specific gravity: i3;7� Percent retained on 2 in sieve: 15 .5 Peretent passing No. 200 sieve: 6.3 Plasticity index; N/A Liquid limit: N/A plastic limit: Y ------------------- --- ------TZBT DATA 711 -RESULTS ------------- -- -----_... _., . _.. Type of tPGr'. 126 pOIXT NO. 1 2 3 4 5 WM + WE 8.74 8.89 9 .03 9 .00 8.99 124 WM 4.46 4.46 4.4b 4 .46 4.46 WW+T #1 454.80 500.20 450.70 481.40 524.1.0 WD+T #1 421.90 456.80 404.2U 429 .40 456 .50 122 TARE ##1 0.00 0.00 0 .00 0 .00 0.00 MOIST #1 7.8 9.5 1:1.. 5 12. 1 14.0 120 I 118 - 1401STURE 7. 8 9.5 11 .5 12 .1 14 .8 DRY DEN 11.9.2 121.3 123. 1 121 .4 115 .4 1i6 � in 14 18 Max dry den= 1.23.1 pcf,, Opt m0j•StU7:ex 11.5 � lF�lSlpT. Amfitic�i gta aY'd =osti►�y / au4L CansultL=9 ZAbos:skaxiee, " a- -------- EE .CRUZ & CO . , INC . ID :7184609104 JUL 24 '98 13: 18 No .011 P .05 FRw 94*RICf N JTFl!,WARD TONG CONS PH04E No. T10 961 1191 � Jul. 23 19W 04:_%vii pr' MOISTURE -DF-NSITY RELATTONSHIP TEST i 7. 124 i I T w a 122 -- ti, I N C ti '120 V FT i i - 11fi g 10 114 ,R 1!. water contsnt, lest specification: ]on Claifiaa4iOrt Nat. $ C LL PIDepthElev/ tJo.Depth USCS /0.45HTONSA 5W-S1A N/A X 14/^ N�.�, N;fti t S .S R F% TEST RESULTS MATERIAL OtGCf+Zrr=oN maximum Ory density 123. 1 pcf Wk_.tt.•-GRACjfi.0 MArG rr2.'Tn SILT & GRAVEL Reffinr kx: project NO. : E.E CHUL SAMPLED BY 1 HE p rnj pr,t Ff t1SHIf�G BAY FACILITY GEkT!R, OUEENS TESTED BY T, DIAZ LOCO t i Oft: SAMPLE STOCKPILE ON J0$ SVE RE;oPRTF,[; BYT T . C+T�.Z Dote: — MOISTURE DENSITY REi.ATzaN":fllp TEST Myr i carr Stvndard Testing Fig. No. t and Consulting LOboratories. Inc. EE .CRUZ 8 CO . , INC . ID :7184609104 JUL 24 '98 13 : 19 No .011 P.06 FROM FfIERIC41, STANDAR L► T ha CUC FI-CM �U- : 71U 961 1191 1 . ?: 1 "�►3 t�9: JISIi F •_.„ ^ _,_�_ GRAIN SIZE DYSTRIBUTI011 TX 8T DATA Client: E. E. CRUZ ---- ---- - . Project; FLUSHING DAN' PAr-ILITY CENTER, FLUSHING, .'VY Project Number% Sample Data - ..._..,.._..�.. _ source: 1049*2 w NO. , SAMPLE I giro. or Depth; N/A Savoie Lenplrh Location: £TOCICPILE ON J0B S1111; DeaoriPtiOut Silty band Liquid L1mit: R/A Plastic Limit# N/A URCS Classification: SM AA8ST0 Ciassifiowtiaoo A Testing RRmarkst SAMPLED BY THE CLIENT TESTED BY T. DIAZ REPORTED BY T. DIAZ ._._...........-�.�. �. 1490bani cal.-Analysis Data Initial After Nash -_ --- --�__ DrYl 96=10 and tares 1 ASA . 60 1275.40 Tare 0.00 0.00 Dry sample weight 1656. 60 1275.40 KLnus #200 from Wash■ 23. 0 % Taro toe ausnelativo Meivbt rotaiusila C%o sieve Coml. Tet. Percent retained flner 1 1/2 inch 0.00 100.0 1 11X:21 38. 130 97 .7 3/4 inch 53.60 96. 8 1/2 inch 216.50 94.8 3/8 inch 103 . 80 93 ,7 # 4 150.30 90. 9 # 10 223 .50 86.5 # 40 884.10 46. 6 # 200 1275.40 23.0 Irrsational Cospoaento -- Gravel/Sand basad on #4 Sand/Fines based ou #2.00 % COH9I<xx - 0 .5 Ali GRAVEL 0 A. A (% coarse a 2 .7 fide 5.9) % SAND s 67 .9 (% coarse = 4.4 % aedium =. 39 .9 k gine - 23 .6) % FI=B ■ 23. 0 1786- 1.81 DiOA 0 , 69 D50- 0.49 D30'� 0. 16 American Stalndatd Tasting and Consulting Laboratories. Ino. " 1EE .CRUZ & CO . , INC . ID :7184609104 JUL 24 '98 13: 19 No .011 P.07 F KJ1 1=11'ER 1 CAN ST AI49:M TEW r O.-S PHONE 110, i'12. 961 1191 Ad. 23 1.4.-.E' 05:CIE p I PI PARTICLE SIZE DISTRIBUTION TEST REPORT � 1E t � A b _ I_ ' 80I I1 I1I' , 1III 1III1 1I11 1 11'II iI I •I1' j 1 It'I lI , Il1 I1- .. --.. 70 �1 ... i ` 1 I 11. F- I TT Z � I I 1 '` {{ ' • 1 1 I 1 I I I I 1 1I —A�.1..._.1_.� •Q I II { I Q , I I �1 1 1:1 ,• I ". I I. I I 11(.•F 14 I �,(► 1 ._ 11 , 1 � I II. ,I I , i I 'I 1 i i � ` •I� I i I I � , •. 1 I 1 I 1 t III )) to i•r I I I I 11 y I I ( -^ I t I i 1I I { I j I I a GkAW 5I4L-mm �p t;(11uSLtS 76 GRIIVL'L 14�/1N1� _%SILT K CLAY 1 IAwrlA AASH1 G PL 1A SN. A-1-b NIA I NIA SI�K� I 9Cs7.7P EcCwEuNNT�spNlzeER _ S�E.�V,� � PERCENT FINER V�8DESCRIPTION ESCRIPTION ihy 1 t� 100Q as 90-9 x .1 ru 86.5r944 040 46.6 : 000 o KM* J Y e BNr D. j8 T TED Bt Aw6�D0 1 0.161 REPORTED By T.utu nG�v _ COEFFICIENTS C�, o Low>ion:5AMPLA 0 2(7/131sa)sTOCL?=1011 srM American StandardOMM h�.CRUZ Testing and Consulting P'°�': r'�:Ustmx�11a�r FAruaxv cam.F,,rJsl�oavc>NY Laboratorles lna. No.; P EE .CRUZ & CO . . INC . ID :7184609104 JUL 24 '98 13 20 No .011 P .08 FROM WERICAN STAHE*RD � Cfll� PHQ�E NO. e18 'Jb l 12 V I • _q u i. <:� I�rvu uv.o er�i r: -str<Y••K^- -----•'.��.■iiifir- --c.a.w0RRFggiaG;--Y==.T..--G7R=----s.r n r.0 car-----.---__._p..n r_c X01STURE-DENSITY TEAT DATA DATA FILE: 146 s�cratr.:v�-�msc�sw�f�rwr.r��cv�r.rwr.....cacc:aa=wawa=-====amrrw�nFr-�----- - -� ra scR PRn.TECT DATA n�r.a: 7�2:�-194A project no. : CRUZ Project - FTX1SffT.NC, BAY FACILITY CENTER, QUEWNS Location 1 : SAMPLE # 2 (7/13/96) 2- STOCKPILE ON JOB SITR Remarks 1: SAMPLED BY THE CLIENT 2 , TRSTRn AY T. DYA2 3 '. REPOP.TED BY T. DIAZ mmt.eari:aI 7.: ATT.TY .9AW'n description 2 : SM S1eevht:ion or dApt:h: N/n Fig no- 2 ---------- -------------------------------- ------ ------------------------ --------------------r---r.------. . .... BDECXX= bkTA ticl�S r1pSgi.fication: SM AABATO olasaification: A 1 b Natural moisture: N/A Specific gravity: N/A PPrr„„an* rptain*A on 2 in aievot P.1 Parcent passing No. 200 Biev8: 23 .0 Llrp:id limit.-, N/A Plastic limit, Dlactioit.y indax: N/A ^------------------ ---TBST pATA AM RNSULTS FOR CQBVZ T Type Of Gest: 128 POINT NO. 1 2 3 4 65 WM + WS 0 .78 8.93 9.09 9.08 9 .05 136 WM d .d6 4.46 4.46 4.46 4.46 WW+T #1 437 .40 501.70 474 .10 458.10 547 .40 WD4-T Al 409.20 462 .40 429 -40 407.20 481.90 124 TARR #1 0.00 0.00 0.00 0.00 0.00 MOTAT #1 6 .Q 8.S 10.4 12 .5 13 .G 122 f 120 ' MOISTURE 6 .9 8.5 10 .4 12 .5 13.6 DAY DRY 121.3 123 .7 125 .7 123.3 321.. 1 118 6 10 14 18 Max dry den= 125 .7 pct, Opt moisture- 10.4 � .....=ELMS Awriaan Standard Testier / and Consulting raboratories, ins. i a baiS k .,�.tINWCA ANAL ` ,'�' sR2 x £ r its. t � s 3 { M,,4- ' �q a WL p t : o ',*.II. 1SO'3 Mt.doc(RO!): $f fa FLUSHING BAY RETENTION FACILI� NONINDUSTRIAL NON-HAZARDOUS SOIL TCLP-RESULTS Minimum Maximum Average Regulatory Concentration Concentration Concentration Level Parameter m /l (mg/1) (mg/1) (mq/1) Carbon tetrachloride ND 0.06 0.000 0.5 Chloroform ND 0.06 0.001 6 Benzene ND 0.03 0.000 0.5 Vinyl chloride ND 0.07 0.000 0.2 1 1-Dichloroeth lene ND 0.08 0.004 0.7 Methy(ethyl ketone ND 0.1 0.000 200 Trichloroethylene ND ND N 1 0.5 1 2-Dichloroethane ND 0.08 0.003 0.5 Chlorobenzene ND ND ND 100 Tetrachloroethylene ND 0.006 0.000 0.7 2 4 5-Tdchloro henol ND ND ND 400 2,4,6-Trichlorophenol ND ND ND 2 2 4-Dinitrotoluene ND ND ND 0.13 Hexachlorobenzene ND ND ND 0.13 Hexachlorobutadiene ND ND ND 0.5 Hexachloroethane ND ND ND 3 Nitrobenzene ND ND ND 2 D-CRESOL ND ND ND 200 -Cresol ND ND ND 200 -Dichlorobenzene ND ND ND 7.5 PCP ND ND ND 100 Lindane ND 0.00041 3.05E-06 0.4 Endrin ND 0.00043 2.13E-06 0.02 Methoxychlor ND ND ND 10 Heptachlor ND 0.00045 1.08E-05 0.008 Heptachlor epoxide ND ND ND 0.008 alpha-chlordane ND ND ND 0.03 amma-chlordane ND ND ND 0.03 Toxaphene ND ND ND 0.5 [Aclorl clor 1260 ND ND ND NRL clor 1254 ND ND ND NRL clor 1221 ND ND ND NRL clor 1232 ND ND ND NRL clor 1248 ND ND ND NRL clor 1016 ND ND ND NRL 242 ND ND ND NRL ex ND 0.0019 5.45E-06 1 -D ND 0.013 0.0000975 10 Arsenic ND 0.307 0.006 5 Barium ND 3 0.38 100 Cadmium ND 0.0259 0.00048 1 Chromium ND 0.173 0.0071 5 Lead ND 4.9 0.14 5 tMercuryND 0.0081 0.0000652 0.2nium ND 0.0922 0.006 1 r ND 0.013 0.000203 5.0 1. NRL- No reulatory level established 2. ND-Non-detect 3. Average concentrations were calculated using 0 as the result for all non-detects. 4. Regulatory level for chlordane applies to total chlordane. FBRFITC.WK4/1314F1/CM 01:39 PM 09/14/98 • • PAGE 1 OF 3 FLUSHING BAY RETENTION FACILITY NON-INDUSTRIAL NON-HAZARDOUS SOIL CHEMICAL ANALYSES-TOTAL RESULTS NYSDEC TAGM 4046 NYSD C Category 2 Minimum Maximum Average Recommended Soil Restricted Use Concentration Concentralon Concentration Cleanup Objectives or Disposal Parameter m Ik m Ik m 1k m ik m Ik Vnitrile NO NO NO NRL NRL loroeth 'vin tether ND ND N NRL N L Trichloroethane ND ND ND 0.8 NRL n tetrachlorideN ND N 0.6 N L ne ND 0. 6 0.0 0.2 N L oform N 0.0067 0.0000 0. NRL Benzene N NO N 0.06 .014 to.14 Methyl bromide NO 0.003 0.00001 NRL NRL Methyl chloride NO 0.021fiN NRL NRL Chloroethane N N 1. N L Vinyl chloride N NNO 0.2 `=L Methylene chloride N 0.2931 0.1 NRL Carbon disulfide NO 0.06771 2.7 NRL Bromoform N NO NRL NRL Bromodichloromethane NO 0.003101 NRL NRL 11- ichtoroethane NO NO 0.2 NRL 1 1-Dichloroeth lene ND 0.01443 0.4 NRL 1 - ichloro ro ane N N N L NRL Meth I eth I ketone N 0.021216 0.3 NRL 1 1 2-Trichloroethane ND ND NRL NRL richloroeth lene ND NO NO 0. .1 to 1. 1 1.2.2-Tetrachloroethane N Q ND N 0.6 NRL Eth (benzene N 0.013 0. 5.5 NRL St rene ND NO NO NRL NRL 12-Dichloroethane NO 0.0078 0.00001 0.1 NRL V I Acetate N 0.046 0.00020 N L NRL Meth I iso b I ketone MIBK ND 0.023 0.00017 NRL NRL o uene N 0.11 0. 1 1. .05 to. obenzene N N N 1. NRL ibromochtoromethane NO ND NO N/A NRL etrachtoroeth leve N .011 0. 1.4 L i-Methyinaphthalene anone ND 0.0316 0.00024 NRL NRL total N .016 0. 1. to.- ichlor ro ne N N N NRL NRL1 ichloro ro ne N N N NRL NRLo en I hen I ether N N N N L chioroiso I ether ND ND ND NRL NRL aldeh de N 0. 0. 1 N L N L Trich orobenzene N .002 0. 1 .4 Nhe oro henol N N .1rich orohenol N N N N L ichioro henol ND ND ND 0.4 NRL imeth I not N N N L NRLinitro henol NO ND ND 0.200 or MDL NRL initrotoiuene ND L Ninitroto uene N ND 1 N L orona hthalene N ND NRL NRLoro ndh Ina hthalene ND 0.69 0.00220 35.4 NRL ich orobenzidine NQ NO NO N/A NRL initro-o-c NO ND NO NRL N L WBenzo(a)anthracene n I phenyl ether N N NRL ne N 1.1 0. "' NRL lene ND NO ND 41 NRL 1. 0.01180 "' .1 to 1 ND 2.4 0.02245 0.224 or MDL .04 to.4 ene NO 1 2.3 0. 1 or MDL NRL enzo b uoranthene ND 1 2.7 1 0.02370 0.224 or MDL i NRL enzo hi lene N= 1 1.2 1 0.01074 50"' NRL FBRTNITR.WK4/1314F1/CM 03:16 PM 09/14/98 • PAGE 2 OF 3 FLUSHING BAY RETENTION FACILITY NON-INDUSTRIAL NON-HAZARDOUS SOIL CHEMICAL ANALYSES-TOTAL RESULTS NYS EC TAGM 4046 NYSDEC Category 2 Minimum Maximum Average Recommended Soil Restricted Use Concentration Concentraion Concentration Cleanup Objectives or Disposal Parameter (ma/k m Ik m Ik (ma/k (malkal Benzo k fluoranthene ND 1.7 0.01346 0.224 or MDL NRL Bis 2-chloroetho methane NO ND NO NRL NRL Bis 2-chloroeth I ether NO ND NO NRL NRL Bis -eth Ihexl hthalate B H NO 6.3 0.14101 50*" NRL Butyl benzyl phthalate ND NO ND 50*'* -NL Chrysene ND 2.4 0.02211 0.4 .4 to 4 i-n-but I hthalate NO 1.9 0.02631 8.1 NRL Di-n I phthalate NO 0.48 0.00513 50"' NRL Dibenzo a h anthracene .39 0. 14 or L NRL Dibenz uran N D 0.98 O.W356 6.2 NRL ieth I hthalate N 1.9 0. .1 NRL imeth I phthalate N ND N 2 N L Fluoranthene NO 7.5 0.05222 50"' NRL luorene N 1.2 0. 18 50"' NRL Hexachlorobenzene ND ND ND 0.41 NRL Hexachlorobutadiene N NO N NRL NRL Hexachloroc clo ntadiene N NO NRL NRL Hexachloroethane N N N N NRL Indeno 1 ren; N 1. 0. NRL Rhene one ND ND ND 4.4 NRL orobenzene N N N 1. Naniline N ND or L Nodi hen lamine N N N N NRLodi ro lamine N 0. 0. 1 1 L N L alene ND 1.7 0.00641 13 NRL nzene N N or L N L l ND NO NO NRL NRL or nzene N N N L rn ine N N N or L NIT henol ND NO ND 0.330 or MDL NRL P-Chloro-m-cresol NO NO ND NRL NRL io-Chloroaniline ND ND ND 0.220 or MDL NRL resol .1 NRL i7 ro nzene N droaniIine N N or L -1 NRL Nitro d ND NQ 0.100or MDL NRL PCP ND 0.71 0.00136 50"' NRL Want rens ND 6.2 0.04M 50*** NRL henol N or MDL N rene NO 6.3 0.04909 NRL 4'- N 2 0. 2.1 L Lindane ND 0.0012 5.0E-06 0.06 NRL ieldnn ND 0.0049 0.000029 0.044 to.03 Endrin ND 0.0076 0.000022 0.1 NRL Ra chlor 0. 9.0 NRL .0013 4. to. N 33 0. .1 to. ac or N .1 NRL ND 0.001 2.0E-06 0.041 NRL N 231 0. .1 NRL N 171 U.U01)129 0. N L N 11 4. NRE n I N 1. Nlor a aide ND 0.0035 8.0E-06 0.02 NRL an sulfate 4. 1 NRL I ha-Chlordane ND 0.00097 6.0E-06 0.54 NRL amma- h ordane ---= 0.00166 0.54 NRL oxa hene ND NO NO NRL NRL roclor 1 NO 0.0483 1 0. 18 M NRL FBRTNITR.WK4/1314F1/CM 05:26 PM 09/14/98 • • PAGE 3 OF 3 FLUSHING BAY RETENTION FACILITY NON-INDUSTRIAL NON-HAZARDOUS SOIL CHEMICAL ANALYSES-TOTAL RESULTS NYSD C TAGM 4046 NYSDEC Category 2 Minimum Maximum Average Recommended Soil Restricted Use Concentration Concentraion Concentration Cleanup Objectives or Disposal Parameter m Ik m Ik m Ikg) (malkal imalka) roclor 1254 ND ND ND 2 NRL roclor 1221 ND ND N 2 NRL roclor 1232 ND ND ND 2 NRL roclor 1248 ND ND N NRL roclor 1016 NO ND N NRL Endosulfan II ND 0.0101 0.00011 0.9 NRL oclor 1242 ND ND ND NRL NRL Silvex ND 0.0272 0.00047 0.7 NRL 4- ND 0.793 0.00377 0.5 NRL luminum 2Tf 2 .f 23 NF L ntimon ND 115 0.58 SB NRL rsenic ND 90.1 7.5 or SB NRL Barium 6.4 2270 51.64 300 or SB NRL Be Ilium ND 1.3 0.26 0.1 H or SB NRL Cadmium ND 6.63 0.02 10 .6 to 6 Ca cium 114 32800 1800.94 SB NRL Chromium 4.6 104 18.14 50 NRL Cobalt 1 22.8 5.08 30 or SB NRL Copoer 2.8 1150 24.81 25 or SB 16 to 160 Cyanide ND 0.63 0.01 NRL NR Iron 60.8 112000 16305.29 2000 or S NRL Lead ND 31 44. NRL to Ma nesium 1 12212.92 SB NRL Manaanese 25.9 1600 284.02 SB NRL Mercu ND 12.4 0.10 0.1 .1 to 1 Nickel 215 12.05 13 or SB NRL Potassium ND 7080 1182.02 SB NRL elenium ND 9.33 0.30 2 or SB NRL MSa NRL Sodium ND 12000 557.39 SB NRL plaigFoints NRL 3.5 62.2 19.17 150 or SS NRL 4. 61. or NRL asN N NRL N L NRL 1 1 NRL NRL o No No NR NRL nt No No No N Neactrvit 1.1 N L Neadiv 1 N NRL o No o NRL NRL 1.MDL-Method Detection Limit 2. "'-As per TAGM#4046,Total VOC's<10 ppm,Total non-carcinogenic Semi-VOC's<500 ppm. Individual non-carcinogenic Semi-VOC's<50 ppm and Total carcinogenic Semi-VOC's<10 ppm. 3. SB- Site background 4. NRL-No regulatory level established 5. (1)-Total Pesticides less than 10 ppm 6. (2)-Total PCB's-1.0 ppm(surface),10 ppm(subsurface) FBRTNITR.WK4/1314F1/CM 03:16 PM 09/14/98 7777 s A-1 iA, 6V C. FUMM TOTAIXOGAMCCMIM ANO TOTAL,.PVMQLZVM MM i 1 i - tHASOWBOIADc(ROl) EE .CRUZ & CO . , INC . ID :7184609104 JUL 24 '98 13 :21 No .011 P. 11 FRUll . 0 W#*. 1.81. Wimempsi LABORAl-DRY REPORT REPORT 05 AA1T,L�: L VXLTEX 2140INERRING SERJICMS 1 G-3 f JACKSON AVE. OP-TE: 07.!2&'.!9A 1,01A: ISLAND CITY, NY - At:to: BRIAN PltMX tGk9l' PROJECT # 8337ASP 'VA9* 1 of 3) SAMPLE DELIVrP" TO L'AD LAB 1*o. DATE T.".MF; SAMPLER ATE 7!MF 491H.5 07.116/98 CLzsNT 07%10;!4R :.6jo so 19188 07!16/98 CLIENT 07/16!98 1C,0 E0 491ap 07/16/98 CLIENT n•J/,a/se a6?0 60 49190 07/16/98 C1,IENT 07/16/98 :163C SO 49191 07/16,/98 CURNT n7/-iE/9p l4s0 GO 49192 017,/16/98 CLIENT 0711.6/98 16 4 so 4910:3 07/16/90 CL--ENT 1)'l 116.99 1630 to X19?'!')4 07/36/99 CLIENT 07/1.6/98 1630 Sr_i CLIENT :.AB Tr.: 9 7'1x13 i; 6 SOLIDS olATION ID NUMBER ai ikg v/Kd �r D so 3 49195 3.9749 ._4.3.6 76.2"1 P-EB 6' 49186 9506 c39.42. 04.46 Fs on s' 49189 21740 1 Ui? -.S.rr4 E RB 6' 49190 26567 =92 (8.73 R-H8 3' 49291 23302 ray nn ;9,94, F.-: H 6' 49192 11.4090 x.42-3y "O,gL ?••$.r': 3' 49193 8620 t1P +C• Y•F;f 6' d4,94 7860 :'i .,7 A LABORNIORY VIRECTOR 110 Route 4 512 Pluuur B Engiamod, Now Jorwy 07331 Forked Fever, Ivey.lerray 08731 Phone. (201)567.63988 Fax, 12011567.1333 Pnone: 1609)699-?111 Fie. '(K,4-) 1x71.9;10:7 11YSMi Cenificat:on No. 10824 WDEP Carpon No. 15004 NJOEP rAm3 *!nn Nn rr l.r48 EE .CRUZ 8 CO . , INC . ID :7184609104 JUL 24 '98 13 :22 No .011 P. 12 F' V1 L-II-11TECH ONE tD. �1�15F 9 a3-i cm LABORATORY REP0HT REPORT OF ANALYSE8 ENGINEVRINO SERVIt lS 1(i-38 JACKSON AVE. DATE: 01/22/98 LUNG ISLkvLV -ITY, NY 111U1- Rt til: 13RIAN PENDERGAST I'V'Q,7)3CT (t 6331ASP (Page 2 of 3) 6AMYLS DELIVERY TO LAb LAA NCS, TIME SAMPLER DATE FIVE MATRIX l!i115 (+7/16/98 CloUNT 07/16/96 !630 SO 191ya J7/I,6/98 CLIENT (17/:6/98 1630 5p 49197 07/16/98 CLIENT 07/16/98 163( so 49190 07/16/y8 CL!$14T 07%16/98 1630 SO 39199 07/16/98 CLIFXT 07/16/98 1630 SO '19200 07/16/98 CLIENT 07/16%98 1630 SO 47201 07216/98 CLIENT 07/1,6/98 163C SCS 19?02 07/16/98 CLIENT 0%/16/98 1630 SO C'Llglrr LAS TOC S TFFI_S SOLIDS 3TATI:ON 7.D NIIMBER mg/kg Ing/Kg 49195 21066 983 $3,84 E AD 3 49196 9119 5- : 82.49 ii•iqn 6' 49197 9233 3,)4 "16-36 F•,7C 3' 49198 ::2419 337 69.47 R-JC' 6' 49199 24064 411 13.03 T+-:(I( 3' 49200 10265 834 E5.98 r:-321 6' 49201 75@3 433 94166 +-Dll 3' 49'2Ox 14669 465 /0.66 LABORATORY DIRECTOR 110 Roixe 4 612 flouts 0 Englemod. New Jersey 07831 Fodwd faiv r, Nev Jersey 08731 Phone:(201)5476866 Fax., (201)587.13;:3 Phare: (E09)6922111 Fax: (609)971 y7(a7 ..� NYSCIOH CartifizaVon No. 10624 NJOEP C"ficaaan Na. 1 5W NJDEP CgrtAcedon No.02548 EE .CRUZ 8 CO . , INC . ID :7184609104 JUL 24 '98 13 :21 No .011 P. 10 t KU', . k:1 L 391 Lu 1 9 *H[3'4: 140. • '0156711333 .MMEM LABORATORY REPORT REPORT OP mA',YsES VERTM UN411432RING +ERVICS5 10-38 JACKSON AV9, DA-4E: 0'7%2Z/99 LONG z.SUW:> ClTi, NY 11101- i•C to: RRZA.N 2ENDERGUT 71KIJEC: # 8337ASP (Page J of 3) SA14PLE DEL!VfiRY TO LAB WtB a"10. UA1419 Tim SAMPLER DAT2 ':IME MA=RX.X 49202 07/16/98 CLIENT 07/16/98 1630 SU K:i(:.9 wf' lb/ye CLIENT 07/16/98 1630 SU 493C5 07/16/98 CLIENT 07116t98 1630 SO '(9.:U6 U7/16/96 CLIENT 07/16;'98 1630 So 49207 07,'16/98 CLIENT 07/16/98 1630 SO 492(Ili 07/16/98 CLIElf T 07/16/98 1630 SO X9209 D7/16/98 CLIENT 07/16/98 1630 20 192:0 07/16/98 CL:CENT 07/3-6/98 1630 SQ CLZLNT LAB TQ(: S 7'!+H_S pd SOLIDS :'ATICN ID NUMBER mg/;iq M9jKg It R-Wl 61 49203 17227 639 90.12 P-FIi 3' 49204 ::3696 318 68.06 R-I71 6' 49205 8853 594 79.14 Ii-Ril :t' 49206 15583 346 86,57 } RH 61 49207 1.0506 873 71.29 H-JIT 3' 4SO208 11787 588 94.96 E'-JII 61 49209 19904 7224 el As L� U. 6' 49210 20615 7f: 90.60 1A%WRA'I0RY DIRECrtyu EAQWwwoo�d, New Jersey C)7631 s1 houca 9 Foon Phone'(201)667-6868 Fax. (2D9)567-1X4 Now 0ersey 08731 Phone, (8(7g)593.2111 Fa►: 18091 V79•y3C+f) NYS00H Certification Na. 10624 NJgEP Csrtification No. 15CIC14 NJMF CnrtificA io-)Nn.OP014p EE .CRUZ & CO . , INC . ID:7184609104 JUL 24 '98 13 :22 No .011 P . 13 FRUI ; (:HFI.17ECH �10W. NU. X'2'-br2'J.:•! f�1�ECt LABURATORY REPORT DATE, TIME, 1►1ALY9'. 1006RT AM.%LY s x tj AMALYS IS METHOD DATE .1-NM AXALYST t SOLIDS 160.3 07/17/96 XA TOG a 9060 07/17/98 !(CL` TT4 .F, 418.1 C7/20/98 R� 110 Rmt 4 5.12 ROOM 9 Englowow, Now Js-sey 07631 f=orked Riv* New Jersey 08731 Phone: [20'11507.GOUG Fax: tWl1567-1333 Phnnw (F�lq�Fs�32111 Fs,c: (6DS+)971.2 7[! NY9DOH Certification No. 106194 WEEP Certftemn No 1 IY)04 PJAMP G@Y AluelwNI Nu. M046 ; BAY" CITUm GROMMEMCALANALYSSS �13f415Q9Q9f;Qt-doc(RQl) k EE .CRUZ & CO . , INC. ID:7184609104 JUN 25'98 8:51 No .001 P.02 FROM : FtER I CM STAt4WD TEW Ca G PHOW 140. : ?18 961 1191 • �k:y. �'r• ] -Q' l�':S f'��I p'. GRAIN SIZE D2STRIBUTION TEST DAAT�AY.�-_. . ._.r_...__.. -•-• Client: E.E. CRUZ Project: FLUSHING BAY FACILITY UI�N�l'E•il, PLUSITYNG, 1� prof act Nunnhar i _�. Sample Data $ouroe: Sample No. : SAMPLE 0 2 (ASH SOUTH SIDE) Sample Length (in./am. ) : N/A r.iPv_ or Depth: N/A P Location: ON JOB SITE Description: Silty sand plastic Limit: 42 Liquid Limit: 61 USCe Classification= SM 3AAAT0 Claaaificatiipn : A-7-5 !6) Testing Remarks: ORGANIC CONTENT ASTM D2974 = 8.02 SWWLED BY THE CLIENT TESTED BY T. DIAL REPORTED 3Y T. L'IAZ Mechanical Allal.ysis Data Initial After wash Dry sample and tare= 707. 60 384 .50 Tare = U.00 0.00 Dry sample weight = 707.60 334.50 Minus #200 from wash- 45.7 t Tare for Cumu1ativual . Weight re Pt ined= .00 Sieve retained. finer 3/4 inch 0.00 100. 0 1/2 inch 21.50 97.0 3/8 inch 61.10 9+•4 0 4 96. 51) R6. 4 10 174 .50 75.3 40 304.90 56_q Hydrometer Aril s i s Data S.xpbzwtion aleva is N10 Percent •- 110 based upan ccMleta rampl*- 75.3 weight of lLydro"ter saarple a 53.6 Calculated biased weight- 71.18 AutomatlO t:eg"raturo oor swotion composite Correction at 20 deg C - -4 .0 Meniscus correction Only- +1.0 Specific gravitY of esnilds• 2. 624 Specific gravity Correction factor- 1 .006 Hydrometer typo: 152H Effective depth Lr 16.294964 - 0.164 x Rm rlaysed Teams. Actual Corrected K Rm Elf. Diameter Percent min dog C reading reading depth mm r3.r,rr time, 30.0 0.0139 35.0 10. 6 0.0316 42.3 2 .ntl 20.0 34.0 5.00 20.0 29.0 25.0 0.0138 30.0 11.4 0.0:01 d5•.3 15.00 20.6 19.0 15.0 0.0138 20.0 13.0 0.0128 2_ .1 30.00 20.0 13.0 9.0 0.0136 14.0 14.0 0. 0094 12.•/ Inc.American Standard Testing and Consulting LaboratorLOSt ---- �' EE .CRUZ 8 CO . , INC . ID:7184609104 JUN 25 '98 8:51 No .001 P.03 FROM : RIER I CAN STPA4DARD T*43 CONS PHME NO. 718 961 1191 • MR%j. WE. 1900 14' 1 f tl i LIapeed ',temp, Actual Corroctod K lin Eff. diameter Povr ;&nt, time, min deg C reading reading depth iry fincr 60.00 ZC. 0 11. 0 7 .0 0.0138 12.0 14 . 3 (1, . 0067 �'•.fs 250.00 20. 0 9.0 5. 0 0. 0138 in. n 14. 7, 0 .0033 .(1 1440.00 20.0 8. 0 4 . 0 0.0138 9. 0 14 . 8 0. 0014 5. 6 2880.00 20.0 7-0 3 • 0 C-0138 6.0 15.0 C 00.110 4 .2 ._.. Fractional Components - Gravel/Sand based on 44 Sand/Fines based on #200 % CABBIES - 4 GRAVT�L 13 .6 (� costae �► fine = ?3. 6) 4 SAND - 37.0 it ooarse = 11.1 $ medium . 18.4 $ fine = 7 . 5) 4 LILT - 40.9 % CLhy - 8.5 (% CLAY COLLOIDS = 4 .2) n85- 4 .01 Dap- 0.61 D50- 0.09 030- 0.02 DIS- 0.01 Vio= 0.01 CC- 0.0671 CU- 86.e126 Atmeriaan Starmiwrd Testing and Consulting ZAboratoriee, Inc. ---- - _-- �- EE .CRUZ & CO . , INC. ID:7184609104 JUN 25'98 8:51 No .001 P.04" FR0l1 uMEk I Gl7F1 STANDARD f[alU' COWS PFlplC tJC1. 718 961 1291 • Ma- 19'X! 12:50"M 1-4 PARTICLE SIZE DISTRIBUTION TEST REPORT li � S wrk I 1 • ' � � 1 ' 1 1 I l l 1 I � II I•'I I� I�_� 1 I I 1 I 1 1 1 SO � 1 •Ir I I { I Ir 1 r 1 { 1 1 I -- w .30 I { 1 1 I � �' I � r 1 1 1 r 1 �• 1 r II I I � •1 I r i l 1 1 t 1 ! I I I 1 I r I ' f•1 1 11 ' 1 1 I � ..rl w� 1 111 It .1 d. GRAIN 511.E-M(h 1fr A.APPLER A 13RAyrmL %SAND SILT K GLAY 0000, AAGKTG Pl. LL oll 1316 37.0 40.9 9.3 SM w•7:s�E;� a2 �� 6 EVE PERCENT FINER 81ENE PERCENT FINER SOI IPTI wll �.w.. O IlbI, 'U 0 Silly sand r►�. Ike 3/4 100.0 04 96.4 1/,t 97,0 910 73.3 318 91.4 N40 56.9 GRAM SIZE IS: Dso 0.61 t 1 O ORGANIC CONTENT.'ffM D204-I&( OSO 0.0170 SAU�(1/1.TD BY 771E MINT TRSTRV 131 i.D14Z Djo 0.0070 CQWFICIENTS co 0.07 1 Cu 86.81 I o laantioa:ON 10113 r-rm =ArmordlicanStandard ►r cxvzConsulting t'tBHINC}BAY FACII.P'1'Y CVNM,FLUSHING,NY rlee inc. PffliM EE.CRUZ & CO . , INC. ID:7184609104 JU 5'98 8:52 No .001 P.05 F'F{IM WERIM4 STANLO-D CA16 PHME M. . tlb yb1 J 1J1 � 1'4r`�• u. J •• t.L'..R..et. .• -o0.. =-.�.xs== ■===7wF�^,sz�== -=�.-_ T1�ST TA DAV,. F11A: ,:x■ soISTURZ-1=01TY r.■,ec=rrF==��ra===rr==Cdr..=r- ^al=wr_ri...=c ■F� 1l.:.��=r!-sss:i�c]f■■S. arartl=tr=�� pRonCT DATA 5-26-1998 Data: B B CRUZ Project no• : FLUSHING BAY Cg, rPR FACILITY project: SWPLL' # 2 Locatidri l: A,It SOMH SIDE 2 7 GAMLZD BY 1110 C3'.TRNT Remarks 1.: TESTED BY T. DIAZ 2- itZrOiLTW BY T. DJA% 3: SILTY SAND Material 1 : SM descriptiot• 2 K/ A Elevation or depth: 2/ Figno: •--------- ---------------.._ _---�• ---- ---- . ------------------ BpzCI]= DATA I1bCS classification: $M AAcSM Classification: 2 .62 Natural Natural 'WisCure NSA specific gravity: percent retained on No.4 sieve: 45.7 Percent passing Nu. 2.00 sieve: plasticity index: 42 Liquid11d limit 61 Plastic limit : 19 - - -• - -----•• •----... _---__- - --- - ---- - ---TzST DST►-MD R8OMTB FM CVWM 2 Type of test; Stant o-E'd, ASTM D 690-91 r3: 00 0 durs A NIZAPOINT NO. 1 2 3 4 98 WM a ws 9.09 8.26 4 .50 4.50 4.�095ON+T #1 515 . 0 549460 523.1a 535 .aQ �tia .40 WDtT #1 439.60 454.50 417 . 80 40100.90 415-60 TARE #1 0.00 0.00 0.0094MOIST #117 .7 20.7 25.7 30.4 33 .4 9290MOISTURE 17 .7 20.7 25 .2 30 .�1 33 .4 DRY DEN 91 .5 93 .6 96 .0 94 .1 91 .9 881 �0 30 40 Max Ary d*nn 96.2 pcf, Opt moisture= 25 .9 Oversize Correction Not Applyed ,lest �¢ COaa�lti Laboratories, xnc_ ,arCCevr.� iii ii��isiulimmom��oil��i�in EE.CRUZ & CO . , INC. ID:7184609104 JUN 25'98 8:53 No .001 P-07 HPDR]CAN c, FWD F F'fA•1 D TEV-*CONS PH34L MJ. '- (7ti 'Jb1 1171 • i•Idy. CA- A_•-•u .4.. - •-.. .• • � T -swwwwws:ac��nla..��i--=eaarcoc=====Ma====iia===Wei in==-r.a s:=_r=s1•• s-ate.:-=�� •AFF==,:.�-- LIQUID & PLARTT('' 1.TMIT TRST DATA -l�tiic==-�wiimca�wics=�Rtz-r.�ip�==�•n --�s�=-lMiiiiic:r:=ii.wcx=_tea-- PRO,7ECT DATA Project No. : Date: 05/23/98 Client: project: pLUBHzNG BAY FACILITY CENTER, QUEENS VFW YORK Project location: Remarks-. SAMPLED BY THR CLIENT TRSTBD BY T. DIAZ REpORTND BY T. DIAZ Figure ho. . 2 ----------------------- TBST DATA - Test number s Location and description : ASK 90M SIDE SILTY SANT) _ 76 r , LIQUID LXMITS � . 3 4 74 F4 : Run NO. 1 2 W WT w+t 38.76 40.98 37 .65 A 72T WT d*t 32 .01 33 .45 31.76 g 70 WT tare 23..45 21.23 21.75 I R # Blows 19 25 30 68 moisture 63 . 9 61.6 158 _8 C 66 PLASTIC LIMXTS T 64 Run No. 1 2 3 N 62 WT wi-t 31.21 29 .08 T WT a4 26 ,34 26 .70 + 60 WT tare 21.41. 21.14 _ 1. Moisture! 41.4 42 .8 58 5 10 20 25 16 40 Liquid Limit - 61 NUMBER OF BLOWS P188t•iC Limit = 42 Plasti.C%ity Index = 19 -------------------------------•------ - --�__--- ----- - - --- --- --- --- ----` CLA551VICATION DATA kr4 f 86.4 %-1U = '/5 .3 V-40 a 56.9 -200 = 45.7 ljnitormft61Coefficient - 86.82 - Curvature Coefficienri� N.0671 LL PL v ASPM = SM, Silty nand -' - American Standard Testing and ConRUILing i,aboratories, Inc. EE .CRUZ & CO . , INC . D:7184609104 JUN 5'98 8:54 No .001 P`.08 r 11111.1 1-n-l I r I41 STANDAkD TI IG C" PHONE NCJ. : 718 961 1191 May. 26 19% 1:1':'-54P'f•l F+: LIQUID AND PLASTTC LIMITS TEST REPORT- 60 CH or OH i SO F ,/ CL or OL 1 x 40 z H )u •• - _. 0 20 --- - — .. HATCHED ' ARCA I3 In CL-ML ... ML or PL #1H o♦ pI: i 0 O 10 30 30 40 50 60 70 90 97 100 L=VXD LIMIT f ocat ion + basc r i p t i nm 11 P1 P-1 -24d �ASTy D 24137-90 ASH SOUTH SWE Sm. Si I ty bund 61 42 19 45.7 SILTY SAND Project 140. - Rema rk&: Project : FLUSHINO 131Y FACILITY CENTER. QUEENS SAMPLED 9Y THE CLIENT NEW YORK Client: E E CRUZ TESTED 8Y 1 . DIAZ Location: REPORTED 8Y T. n7AZ Date: 05423/98 _-- L.TOUID AND PLASTIC LIMITS TEST REPORT Ameriecan. Standard Testing and••C4nsu{ting LaborOtor i es. Inc. Fig . No. 7 EE.CRUZ 8 CO . , INC ID:7184609104 JU 5'98 8:54 No .001 P.09 FR[x1 c-NIJDF`Fb T� COPT' PHONE NU. llti ybl 11JI ray -o i»u ,c..•., „ f#'IER I Chi ., GRAIN SIZE DISTRIBUTION TEST Client: E.E. CRUZ projACt: FLU5H1NU BAY rgllLX'IY CENTER, fL(iSYIZNG, NY projedt Number: _ - SamPl.e -Data Sours&: 6amp1• No. : SAMPLE # I tASF NORTH S1UF;) S 19 Length (in./crr.) : N/A EleV. or Depth; N/A Location: ON JOS SITE noanription: Silty sand plastic Limit: 45 Liquid Limit: 66 AA9pT0 Classifiantinn- 1jeca Cissai.fioation: W -7.25% Testing marks: ORGM4IC CONTENT ASTM D2974 S,MpLED aY THE CLIENT TESTED BY T. DIAZ nt-ro iTED BY T. DIAZ --. Maohanieal Anal-yr-i@ Data xriitisl. After wash 1• and tare= 807 .20 417.40 Dry same i 0.00 0.00 Tare 417. 40 Dry sample Weight 807.20 Minus M200 from wash- 48.3 $ Taxa for oumulative weight retained= . 00 8iavti Cumu1. Nt. Percent retained finer 3/4 inch 0.00 100.0 1/2 inch 14.70 98.2 3/8 inch 55.50 93.1 8 d 95. 50 88.2 0 10 174. 90 78.3 5 40 312. ?O 61 . 3 -. _..-rte..-. gydr*meter Analy9i• Dwta _ -- Sopsrstion aiev* is 04n late s lee 61.3 peroent -040 based Wo C 51.2 Weight of bydromokar Sawe G Calculated biased weightm 83.52 Aulutne�tic: t:es"rature aorrecsttLop composite correction at 20 deg C - -4.0 Meniscus oorxeation onlvw +1.0 ypear.,c gravity of aolida= 2.643 Specific gravitiY 132H coon factor- 1.002 Hydxomoter type: RM Effective depth Lv- 16.294964 - 0.164 x Tom, Actual Corrected K RMYff. D�.ametQx pQrvent Elapsed depth snm finer riding time, min deg C reading 0.0137 36.0 14.4 0.4312 37.1i,40 20.0 35.0 2 0.0137 32.0 11 .0 0.0203 32 .3 5.00 20.0 31.0 21.0 a,o137 26.0 12.o 0.0122 25.2 15.00 20.0 25.0 0.0137 22.0 12.7 0.0069 20.4 30.00 20.0 21 .0 17 .0 --� �asriaas� Standard Testing and consulting Laboratories, Inc. --- -- EE .CRU2 & CO . , INC. D:7184609104 JU 5-98 8:55 No .001 P. 10• FROM : ROMAN STANDM TE JC CONS M-D E NO. : 716 %. 1 1)91 � t��. 2.16 1998 f 2:5°nh� rf� Elapsed Temp, Actual Corrected K RM Eff. Diameter Percent time, min deg C reading reading depth tion finer 60.00 20, 0 15. 0 11.0 0. 0137 16. 0 13.7 D.0065 13 . 2 250. 00 20.0 11 . 0 7 .0 0.0137 1?. .0 14 . 3 01 . 0033 8. 4 440.00 20. 0 10.0 6.0 0,0137 11.0 14 . 5 0.0014 7. 2 7n. n . q . n 5.0 0. 013; 10.0 14 .7 (; . 0016 6. 0 rraotion*l Components r:r�v�,l/Rrne9 hp**A on #4 Sand/Fines based on #200 4 CCM9LT2 - i GRAVEL - 11. 6 !!elks* - fine 11 .6) $ sM - 42.7 (4 coarses 9.9 $ medium • 17 .0 4 fine - 15.8) t 6YLT - 4-15.9 4 CLAY - 9.6 CLAY COLLOIDS! 6.1) D65= 3.37 D60- 0.37 D50- 0.12 D30- 0.02 D15- 0.01 D100 0.01 CC- 0.1523 Cu= 70.7359 maerican 8tgndard Testing and Consulting Laboratories, Inc =-- -= EE .CRUZ 9 CO . , INC . D:7184609104 JUN5'98 8:55 No .001 P.11 F'Fdgl AMERICW STP94D -D TES CCNS PH(XIE NO. : 718 967 1191 May. 216 iCeP 12:Sr PM i 11 PARTICLE SIZE DISTRIBUTION TENT REPORT f 100 I4411 'I , j l 1 r I r I II . I I 1• 1 i . 1 1• 1 r r t 1 t 1 I I I — �u I I 1 I I 1 1 • 1 ! I 1 i 1 1 r 1 , AN Ww 1 d.� u. GRAIN SIZE-MM �1.Arspol FA ARAVEL 7t►SAND _ *4 GILT a CLAY uscs MGs rrv� PL u 0. 11.9 42.7 35.9 9.6 SM ! A-7-15(8) 45 66 SIEVE PERCENT FINEp SIEVE PERCENT-FINER fY nrr.. nw,ti0.r 0 Silly rwd /4 iii �ls:a >w o w9a s 3/8 93.1 ( #40 61,3 I I y QIAIUIJ SIZE ' 060 0.370 0 01CLOW CCWrM.'T A!1 U A7 ;A•7.2.* SAA tPLUD 8Y TIM CUNNI' Dao 0.0172 TESM BY T.DIAZ Di o 0.0052 OOEFF_:CIEAITS CQ o.l S S L- Ck-..L?0.74 c Loon liar.O )on SITE American Standard cwd: F S.CPIUZ Testing and Consulting `rolw! »t1&t RAY FACILITY CPa.M.I'LLISM0,14Y Laboratorles Inc. prawd Io- Pkft - EE.CRUZ 9 CO. , INC. ID:7184609104 JUN 25'98 8:56 No .001 P. 12 Fmr ; �R 1���F44 STAWAM TEl f b WNS F9 kzz M. . f at% 7b1 JAVA � iay. Lu •✓.n.. �....a.w i. •r s�iRccxaZ6=:-==__- _-==..�Ri¢s=•�R�zxc�ri�===a�rwsa�cs�.:a-2lG�FwNG==�2rN 1,TOTITn & PT.ASTTr LIMIT TEST BATA PROJECT DATA Project No. : Date: 05/23/98 client: E E CRUZ project: FLUSHING BAY FACILITY C>3N'l'SR, QUEENS WBW YORK Project location: Remarks: SAMPLED BY THE CLIENT TZSTSD BY T, DIAZ REPORTED BY T. DIAZ Figure no. $ 1 ----- ------I----------------- TEST DATA - Test^number I --- ---- ------ �• -- Location and description: ASH NORTH SIZE 81 LIQU11) blMiTS Run No. 1 2 3 4 79 W I WT w+t 35.87 42.70 41.66 A 77 WT d+t29 .85 34.24 33 .89 T WT tare 21-18 21.43 21.67 it 75 # Blows 16 26 31 x 73 mni St.»re. 69 .4 Ff, . n 614 C d 71 PLASTIC LIMIT6 Y1 Run NQ. 1 2 3 T- 69 - 8 _ WT w+t 31.45 31.40 N 67 WT d+t 28.44 28.56 T 65 WT tare 21.88 22 .15 Moisture 45.9 44.3 63 5 10 20 25 30 40 Liquid Limit ^ 66 NUMBER OF BLOWS Plastic Limit - 45 Plasticity index W 21 ___-- - __-- • •._-- - --- --^----------- CLASSIFICATION DATA %-4 = 88.2 it-10 a 78.3 1-40 = 61.3 V-200 a 48 .3 Vnif ormityG6Coeff ien45. 70 .74 7 rvaturree Coefficient= N/A= . 3.53 ASTM = 5141 Silty sand AASIM -- - --- Americ&A standard 'resting and Consulting iu"OratOries, rInc. ~- - -- -- EE.CRUZ 8 CO. , INC. ID:7184609104 JU5'98 8:56 No .001 P. 13 FRC114 AMER I CAN STWNDWD TV COM PHU NJ. : elb %i iivi � Mi♦y. 't'b )!Nk: a-n r13 LIQUID AND PLASTIC LIMITS TEST REPORT so , ► i C,'H o r OH SO --� f ......_. CL or OL W 40 — i r.. _ z 4 20 HATCHED AREA xs i CL-ML —7-2 ,7t- Mt- or OL MII or OH i C O 10 20 30 40 50 60 70 80 90 100 LZ4US0 LIMIT t i mn t Omskr i pt inn LL PL P2 -•200 INSTM D 2407-90 ASH NORTH SIDE SM, Si ► ty sand 88 45 21 4A•3 Project No. : Remarks: Project : FLMIINO, FLAY FACILITY CENTER. OUEENS SAMPLED 6-Y THE CLIENT NEW YORK CI 'ent : E E CRJZ 7ESTEO 8Y T. DIAZ Location: REPORI ECJ 6Y T, DIAZ Dote: OS 23/98 _. LSOVJ0 AND PLASTYC LYMXTS TEST REPORT Mar kmn Standard Tent in and Consulting Laboratorlso.onwo. Fig. No. 1 EE.CRUZ 8 CO. , INC'. ID:7184609104 JU 25'98 8:56 No .001 P. 14 FROM : FVFRICAN STk4DW TEE* CM6 F+UFt NU. : (1W `W. 11y1 mig. w int �.:. , i ri r,N „wuc=��:aTFsac==-��-as�x��WrLx==srYrrf i-=-al�w�c--=tb�s��--•••.--=v��w�wr,c.��_�-. .....� - WOISTMW-DXR3X Y` TEST DkTA DATA FILE! 127 c.can=c�w/�==__=.///M..ca�xxsYL/Sr�rzcsriC7p r7ar�x=x �/aa.ra=___�.. ..._a.aw�.��wr,.•._.._-.�-__ PRO%7XCT DATA Date: 5-26-1998 Project no. : B E CRUZ Project: FLIJF,HTM RAY CENTRR PAC114ITY Location 1: SAMPLE # 1 2. hSH NORTH SIDE Remarks I SAMPLED BY THE CLIENT 2: TRSTSD BY T. DIAZ 3: REPORTED BY T. DIAZ Matoriel 1 : AT'r,TV BAND description 2 : SM R1pvar nn nr depth- N/A Fig not 1 ------- -- ---- 992crum DATA 'JSCS clapoificationt SM 1ASHTO cl2acolfication: A-7-00) Natural moisture: N/A specific gravity: 2 .64 Percent retained On NO-41 sieve, 11. 0 Percent. passing No. 200 sieve: 48.3 Liquid limit 66 alastia limit: 01 rleaticity index: 45 ------r---------------.--.--.------------.-----• .- --- -------r - TRST D&TL AID RZS=5 FOR C01M 1 Type Of tsst: Standard, ASTM D 693-91 Procedure A 100 ! TAV $YG pOINT NO- 1 2 3 4 5 2 .64 WM + WE 8.12 8.28 8.55 8,58 8.58 98 mm 4.60 4.50 4.50 4 .00 4.50 WW+T 41 483.90 503.70 577.80 537.60 533 . 90 WD♦T #1 416.80 421.90 466.70 417.10 404.20 96 0 TARE #1 0.00 0.00 0.00 0 .00 0.00 M019T #116.1 19.4 23 .8 20 .0 32.1 44 92 i MOISTURE 16.1 19.4 23 .8 28 .9 32..1 ARY DRN 9?.6 95. 7 98 .2 95 . 1 92 .7 90:0 20 30 40 Max dry den- 98.2 pct, Opt moiuturea 24 .2 Oversize Correction Not Applied =====wow kusriM= Stan"rd Testing / and consulting LaboratorLem, Inc. ��-.-•ice OEM OEM NNION1 w No MEN ME MENNEN No Elmo Emir MINMEMEMENMEMENLIM M on 0 EMENJOINOMMEW!=MENNON NONE ME no ENE AMMEN won WEEMEMEM ME IF S'C��1111�M: ::::�:1�■■ iiiii iii ii i�:.::::::'�,�a�_�: IMENOMMMEMi=M on i i=iiiiii=iMENEWMEAMEN EMENINNIONEEMilwil MEN MINMIEM i ii ii i H=is�=iii ■ UNMOOR M■ . , i�iiiiiii�ii�iiiiiwiii►�aii��� t ♦ , y d S x 1 x, w AfITA,A W S FLU vio mc i .. L ANALTM I F: i :*01440909801A00ROl) a 0 FLUSHING BAY RETENTION FACI* INDUSTRIAL MATERIAL TCLP-RESULTS Minimum Maximum Average Regulatory Concentration Concentration Concentration Level Parameter (mail)- (MR/1) (MQ/I m /1 Carbon tetrachloride ?F-04 U.b Chloroform ND 0.050 3AE-04 enzene ND 0.002 7.7E-06 in chloride -Dichloroethylene MethXl e e one ND 0.1 0.0c 200 Trichloroethyiene 1,2-L)Ichloroetnane ND 0.055 0.0024 0.5- (;hlorObenzene Tetrachloroethylene -05 0.7 2,4,5-Trichloropheno 2,4,6-Trichlorophenol - ini ro o uene exac oro enzene Hexachlorobutadiene Hexachioroethane Nitrobenzene o-Cresol - reso - is oro enzene ND ND NU 1.0 ND ND ND 100 in ane ND 0.0003 1AE-05 n nn ND 0.0003 1AE-06 e oxyc or ND ND ND 10 Hept ac or -05 0.008 FleptaChlorepoxide alpha-Chlordane 4.2E-04 0.03 gamma-Chlordane Toxagnene ND ND ND 0.5 roc or 126U ND ND Nff_ NRL roc or ND ND N7'1 NRL ND ND ND NRL ND ND ND NRL ND ND Nr' NRL roc or roc or roc or roc or roc or ivex - rsenic ND 0.946 anum ND 10.4 1.4 100 Cadmium romium ea ercu - e enwm ND 0.08 0.0073 1 Iver ND 0.012 3.5E-U4 1. NRL- No regulatory level established 2. ND- Non detect 3. Average concentrations were calculated using 0 as the result for all non-detects. 4. Regulatory level for chlordane applies to total chlordane. FBRTNITC.WK4/1314F1/CM 01:38 PM 09/14/98 PAGE 1 OF 3 FLUSHING BAY RETENTION FACILITY INDUSTRIAL MATERIAL CHEMICAL ANALYSES-TOTAL RESULTS NYSDEC TAGM 4046 NYSDEC Category 2 Minimum Maximum Average Recommended Soil Restricted Use Concentration Concentraion Concentration Cleanup Objectives or Disposal Parameter (mg/k m /k (mg/k (mg/k m Acrylonitrile NO NO ND NRL NRL 2-Chloroeth (vin lether ND NO ND NRL NRL 1 1 1-Trichloroethane ND N D NO 0.8 NRL Carbon tetrachloride ND ND ND 0.6 NRL jA�cetone NO 2.4 0.08 0.2 NRL Chloroform NO 0.0048 8.77E-05 0.3 NRL Benzene ND NO ND 0.06 .014 to.14 Methyl bromide ND ND ND NRL NRL Methyl chloride NO 0.008 4.48E-05 NRL NRL Chloroethane NO NO NO 1.9 NRL Vinyl chloride ND NO NO 0.2 NRL Methylene chloride ND 0.49 0.037 0.1 NRL Carbon disulfide NO 0.027 6.38E-04 2.7 NRL Bromoform ND NO NO NRL NRL Bromodichloromethane ND 0.0026 9.96E-06 NRL NRL 1 1-Dichloroethane ND NO NO 0.2 NRL 1 1-Dichloroethlene NO 0.0094 4.05E04 0.4 NRL 1,2-Dichloropropane ND ND ND NRL NRL Methyl ethyl ketone NO 0.21 0.002 0.3 NRL 1.1,2-Trichloroethane ND 0.027 1.03E-04 NRL NRL Trichloroethylene NO 0.0014 5.36E06 0.7 0.1 TO 1.0 1 1,2,2-Tetrachloroethane ND 0.04 1.95E04 0.6 NRL Eth (benzene ND 0.0073 8.16E-05 5.5 NRL Styrene ND ND ND NRL NRL 1 2-Dichloroethane ND ND ND 0.1 NRL Vinyl Acetate NO 0.024 2.11E-04 NRL NRL e 1 isob 1 ketone MIBK ND 0.02 1.64E-04 NRL NRL oluene ND 0.24 0.005 1.5 .05 to.5 JRbrolorobenzene ND NO NO 1.7 NRL mo chloromethane ND ND ND N/A NRL etrachloroeth lens ND 0.044 7.58E-04 1.4 NRL -Hexanone ND 0.019 1.79E-04 NRL NRL Vy-lene total ND 0.047 3.84E-04 1.2 .05 to.5 cls-TTDichloropropene ND NO NO NRL NRL ns-1 3-Dichlororo ne ND ND ND NRL NRL t omo hen I hen I ether ND ND ND NRL NRL 2-chloroiso ro I er ND ND ND NRL NRL rin aldehyde NO 0.018 4.01E-04 NRL NRL 1.2. 2 4-Trichlorobenzene ND 0.0035 1.35E-05 3.4 NRL ,4,5-Trichlorophenol ND ND ND 0.1 NRL ,4.6-Trichlorophenol ND ND ND NRL NRL 4-Dichloro henol ND ND ND 0.4 NRL 2.4-Dimethylphenol ND NO ND NRL NRL 4-Dinitro henol ND ND ND 0.200 or MDL NRL 4-Dinitrotoluene NO NO ND NRL NRL 6-Dinitrotoluene ND 0.35 0.001 1 NRL -Chlorona hthalene NO 4.7 0.020 NRL NRL -Chloro henol ND ND NO 0.8 NRL 12-Methylnaphthalene ND 3.9 0.03 35.4 NRL 3-Dichlorobenzidine NO 0.0050 1.92E-05 N/A NRL 6-Dinitro-o-cresol ND NO ND NRL NRL Chloro hen I phenyl ether ND ND ND NRL NRL na hthene ND 6.6 0.07 50*** NRL sena hth lane NO 1.0 0.021 41 NRL thracen2 ND 20.5 0.22 50*** .1 to 1 Benzo a anthracene ND 32.8 0.74 0.224 or MDL .04 to.4 Benzo a rens ND 28.4 0.70 .061 or MDL I NRL FBRFITR.WK4/1314F1/CM 05:43 PM 09/14/98 PAGE 2 OF 3 FLUSHING BAY RETENTION FACILITY INDUSTRIAL MATERIAL CHEMICAL ANALYSES-TOTAL RESULTS NYSDEC TAGM 4046 NYSDEC Category 2 Minimum Maximum Average Recommended Soil Restricted Use Concentration Concentralon Concentration Cleanup Objectives or Disposal Parameter (ma/k (ma/k (ma/k (ma/k m /k Benzo b fluoranthene ND 34.9 0.886 0.224 or MDL NRL Benzo(qhi)perylene ND 19.5 0.46 50" NRL Benzo k fluoranthene ND 17.2 0.490 0.224 or MDL NRL Bis 2-chloroetho methane ND ND ND NRL NRL Bis 2-chloroethI ether ND ND ND NRL NRL Bis 2-ethIhexl hthalate BEHP ND 2.5 0.133 50" NRL Butyl benz I hthalate ND 0.86 0.004 50" NRL Ch sena ND 27.2 0.75 0.4 .4 to 4 Di-n-butyl phthalate ND 1.5 0.026 8.1 NRL Di-n t phthalate ND 0.34 0.003 50" NRL Dibenzo a h anthracene ND 5.3 0.087 .014 or MDL NRL Dibenzofuran ND 8.6 0.06 6.2 NRL Diethyl phthalate ND 1.3 0.014 7.1 NRL Dimethyl phthalate ND 0.20 7.69E-04 2 NRL Fluoranthene ND 115 1.4 50" NRL Fluorene ND 15.2 0.13 50" NRL Hexachlorobenzene ND ND ND 0.41 NRL Hexachlorobutadiene ND ND ND NRL NRL Hexachlorocyclopentadiene ND I ND ND NRL NRL Hexachloroethane ND ND ND NRL NRL Inden 1 2 3-cd rene ND 17.9 0.366 3.2 NRL Iso horone ND ND ND 4.4 NRL -Dichlorobenzene ND ND ND 1.6 NRL -Nkroaniline ND ND ND 0.500 or MDL NRL N-Nitrosodi hen lamina ND 0.063 3.31E-04 NRL NRL N-Nitrosodi ro lamina ND 0.35 0.001 NRL NRL Na hthalerre ND 4.6 0.07 13 NRL Nitrobenzene ND ND ND .200 or MDL NRL resol ND 0.077 2.96E-04 NRL NRL Dichlorobenzene ND ND ND 7.9 NRL Nitroaniline ND I ND ND 0.430 or MDL NRL Nitro henol ND ND ND 0.330 or MDL NRL Chloro-m-cresol ND ND ND NRL NRL Chloroaniline ND ND ND 0.220 or MDL NRL Cresol ND 1.9 0.010 NRL NRL Dichlorobenzene ND ND ND 8.5 NRL Nitroaniline ND ND ND 0.500 or MDL NRL Nitrophenol ND ND ND 0.100 or MDL NRL PCP ND ND ND NRL NRL Phenanthrene ND 112 1.2 50* NRL Phenol ND ND ND .03 or MDL NRL P rene ND 64.2 1.4 50'"" NRL 4'-DDT ND 0.073 0.001 2.1 .005 to.05 Lindane ND 0.0024 1.28E-05 0.06 NRL Dieldrin ND 0.037 7.05E-04 0.044 .003 to.03 Endrin ND 0.014 2.29E-04 0.1 NRL Metho chlor ND 0.034 3.90E-04 MDL NRL 4'-DDD ND 0.097 0.001 2.9 .005 to.05 4'-DDE ND 0.044 7.67E-04 2.1 .005 to.05 He hlor ND 0.43 0.002 0.1 NRL Idrin ND 0.19 0.0010.041 NRL I ha-BHC ND 0.14 0.002 0.11 NRL beta-BHC ND 0.12 0.002 0.2 NRL alta-BHC ND 0.011 2.16E-04 I 0.3 NRL Endosulfan I ND 0.0059 3.44E-05 1 0.9 NRL He chlor a xide ND 1 0.012 1.68E-04 1 0.02 NRL Endosulfan sulfate NO 1 0.0022 1.67E-05 1 1 NRL FBRFITR.WK4/1314F1/CM 04:01 PM 09/14/98 PAGE 3OF3 FLUSHING BAY RETENTION FACILITY INDUSTRIAL MATERIAL CHEMICAL ANALYSES-TOTAL RESULTS NYSDEC TAGM 4046 NYSDEC Category 2 Minimum Maximum Average Recommended Soil Restricted Use Concentration Concentraion Concentration Cleanup Objectives or Disposal Parameter (mg/k (ma/k (ma/k (ma/k m alpha-Chlordane NO 0.012 1.18E-04 0.54 NRL amma-Chlordane NO 0.0083 1.82E-04 0.54 NRL Toxa hene NO NO NO NRL NRL roclor 1260 ND NO ND 2 NRL roclor 1254 ND NO ND 2 NRL roclor 1221 NO NO ND 2 NRL roclor 1232 ND ND ND 2 NRL roclor 1248 NO ND NO 2 NRL roclor 1016 NO NO NO 2 NRL Endosulfan II ND 0.011 1.93E-04 0.9 NRL roclor 1242 ND NO ND NRL NRL Silvex NO 0.18 0.001 0.7 NRL 4-D NO 3.6 0.040 0.5 NRL luminum 1160 25100 8196 SB NRL ntimon NO 2200 14.4 SB NRL nic ND 202 20.3 7.5 or SB NRL Barium 8.6 8040 818 300 or SB NRL Beryllium NO 1.4 0.476 0.16 HEAST or SB NRL Cadmium NO 59.1 1.54 10 .6 to 6 Calcium 339 57800 10364 SB NRL Chromium 5.8 656 42.7 50 NRL Cobalt 1.4 152 10.3 30 or SB NRL ELead3.3 28000 648 25 or SB 16 to 160 ND 20.2 0.186 NRL NRL 4120 239000 47527 2000 or SB NRL 2.2 55800 1451 NRL 30 to 300 ium 20.8 18000 2957 SB NRL Manoanese 44.6 1060 391 SB NRL Mercury NO 7.7 1.03 0.1 .1 to 1 Nickel 3.1 248 35.4 13 or SB NRL Potassium 199 6790 1254 SB NRL Selenium ND 133 1.79 2 or SB NRL Silver NO 101 1.59 SB NRL pFlashPoinl NO 8330 778 SB NRL ND 6.0 0.344 SB NRL m 5.4 67.4 28.9 150 or SB NRL 6.9 17200 1219 20 or SS NRL s as N ND 844 63.3 NRL NRL 7.26 9.5 8.19 NRL NRL NO 2427 59.3 NRL NRL ' ND NO NO NRL NRL int ND ND ND NRL NRL Reactiv NO 1.0 0.264 NRL NRL eactiv ND 472 35.7 NRL I NRL Ilanitability ND NO I ND NRL I NRL 1. MDL-Method Detection Limit 2. '-As per TAGM#4046,Total VOC's<10 ppm,Total non-carcinogenic Semi-VOC's<500 ppm. Individual non-carcinogenic Semi-VOC's<50 ppm and Total carcinogenic Semi-VOC's<10 ppm. 3. SB- Site background 4. NRL-No regulatory level established 5. (1)-Total Pesticides less than 10 ppm 6. (2)-Total PCB's-1.0 ppm(surface), 10 ppm(subsurface) FBRFITR.WK4/1314F1/CM 05:25 PM 09/14/96 a PEP- I8-98 09 : 32 FROM • ID: 64904S PACE 1/2 PRMLEGE AND CONFID&MAUTy NOTICE The information in this fax it intended for the nafr*d rec iplonts only, it may ccmtain privileged and witfidAmaj Dvirka matter. N you have recaivgd this fdx in arror,pl nom us immediately by a collect te�eptlorle cads tB (III�) and 364-9890 and return ft original to the dalnd+�r try 1=1 0 We will reimburse you for poataga. 00 not dWolc Bartflucci contents to anyone. Thank-you. db CONSWING ENGINEERS 330 Crossways Park Drive,Woodbury,New York, 11797-2015 516.364-9890 • Fax:5163849045 D&13 FAX NO: (516) 364-9045 DAVE: '�� t ► � COMPANY NAME :_. ATTENTION: FAX NO.: FROM: pule,t_e SUBJECT: JOBB: NO. OF PAGES: (including cover sheet) . MESSAGE: !" C��4c THANK YOU: A DPASiON OF NLU M F.COSMICH ASSOCIATES,P.C. SCEP- 18-99 09 . 32 FROM. . ID: 504904S PACE 2/2 Isystem, is not prone to frost heave which would impose stresses on the geomembrane. In general, the average depth of frost penetration for the Yong Island area is on the order of 15 to 20 inches as reported by the U.S. Department of Comtnetce Weather Bureau (see Figure 3-4). Given that the proposed soil layers overlying the geomembrane measure 18 inches, the frost heave resistance of the 12 inch gas venting layer provides the added benefit of over 20 inches of free draining soil. The gas venting layer will be installed directly on top of the geotextile separation layer as one single lift using low ground pressure machines. The gas venting layer will be placed at a tate corresponding to deployment of the geotextile to ensure that the geotextile is not exposed to the elements for more than 14 calendar days. Whdeled Vehicles will not be permitted to travel directly on the geotextile or on a layer of gas venting material less than 3 feet in thickness (temporary travel ways). Grade control for placement of the gas venting layer will utilize non-intrusive methods such as laser, stanchions, traffic cones, etc. The in-place layer will have a compacted lift thickness of 6 inches. The: layer will be compacted to achieve a minimum of 9.5 percent maximum dry density in accordance with ASTM D698 (Standard Proctor) and will provide a smooth, regular surface free of protrusions, debris, loose soil, and other conditions which may be deleterious to the geomembrane and/or prevent intimate contact between the geomembrane and the surface of the gas venting layer. The moisture content of the soil will be controlled to facilitate compaction. The gas venting soil will be natural sand and will consist of hard, strong,dur&W piftlek which are free from a coating or any injurious material or other deleterious sabatafwea. °tU AMI will be virgin, select, clean, inert, well graded granular material, free of any organic tntltefli h, roots, stumps, chunks.of earth or clay, shale or other soft, poor durability particles, construction and demolition debris, reprocessed or recycled soils, concrete or other foreign material and havd less than 10 percent of the material by weight pass the No. 200 sieve. All other material will pass the 3!8-inch sieve. The minimum coefficient of permeability will be 1 x 10"1 cm/sec as determined by ASTM D2434 -Test for Permeability of Granular Soils (Constant Head). .11J4'A0 0t802.DOC(R06) 3-15 x o �l` + E'd o . � o �r J-57& x 0 1 JIB f r Sol/ T a ID Q/�5*ple f co -Z p CA CO CO D y` M CD00 CAD REGIONAL OFFICES TECTONIC ENGINEERING Latham,New York 518-783-1630 Auburn,Massachusetts 508.832-7146 CONSULTANTS PC. west Chester,Ohio 513-759-9500 P.O.Box 447,615 Route 32 Fax No.914-928-9211 Highland Mills, New York 10930 914-928-6531 Dvirka and Bartilucci Consultants 330 Crossways Park Drive Woodbury, N.Y. 11797-2015 Attention: David Glass June 17,1998 RE: W.O. 2142.01 PARTICLE SIZE ANALYSIS RESULTS SOUTHOLD LANDFILL Dear Mr. Glass, We have completed the Particle Size Analysis for the samples collected from the Southold Landfill site during our site meeting on June 12,1998. Please see the attached result sheets. As discussed onsite, the samples are identified as follows: BS-1 Import material from golf course stockpiled along southern boundary. BS-2 Import material from golf course stockpiled in the sand pit area. BS-3 Import material from Plum Island Ferry dredging operations. BS-4 Import crushed glass material form Waste Management. BS-5 Native material from north end of sand pit area. Since the Particle Size Analysis results vary we will proceed with the Standard Proctor Tests (ASTM D 698) and the Granular Soil Permeability Tests (ASTM D 2434) on all the samples. Based on the permeability test results samples may then be selected for Direct Shear Testing. If you should have any questions or concerns regarding these results or the proposed test sequencing please do not hesitate to call. Sincerely Lars J. Cooley, P. Senior Engineer/Laboratory Manager LJCFile .doc Cc: Peter Sutherland — Tectonic, Highland Mills Tectonic Engineering — Highland Mills File CIVIL •GEOTECHNICAL •STRUCTURAL ENGINEERS Aft0JECT No.2142.01 DATE: 6/17/98 GRAIN SIZE ANALYSIS TECTONIC OJECT: Southold Landfill ENGINEERING CONSULTANTS P.C. LOCATION: Southold, N.Y. SOURCE:Import Golf Course Mat./S. Boundr U.S.SIEVE OPENING IN INCHES U.S.SIEVE NUMBERS I HYDROMETER 100 12 6 4 3 11.5 1 3/4 1/2 3/8 3 4 6 810 1416 20 30 40 50 70 100140 200 90 80 P E R 70 C E N T 60 F I N E 50 R B Y 40 W E I G 30 H T 20 10 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse I fine icoarse I medium fine Specimen Identification Classification MC% LL PL PI Cc Cu • BS-1 Tn c-f SAND, little c-f Gravel, trace Silt 4 0.77 6.5 i i Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay 0 BS-1 50.00 1.23 0.422 0.1880 19.0 79.4 1.6 i i I ILOOCATION: JECT No.2142.01 DATE: 6/17/9 GRAIN SIZE ANALYSIS TECTONIC JECT: Southold Landfill ENGINEERING CONSULTANTS P.C. Southold, N.Y. SOURCE:Iznport Golf Course Mat./Sand Pit U.S.SIEVE OPENING IN INCHES U.S.SIEVE NUMBERS I HYDROMETER 100 12 6 4 3 2 1 3/4 1/2 3/8 3 4 6 810 1416 20 30 40 50 70 100140 200 90 80 P E R 70 C E N T 60 F I N E 5o R B Y 40 W E I G 30 H T 20 to i 0 1----FF--T F1 77-'[�l i------ 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS SAN COBBLES coarse RAVE fine coarse medium D fine SILT OR CLAY Specimen Identification Classification MC% LL PL PI Cc Cu • BS-2 Tn c-f SAND, little c-f Gravel,trace Silt 4 0.98 5.8 I Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt I %Clay • BS-2 37.50 1.29 1 0.528 0.2208 15.2 83.7 1.1 i I OJECT No.2142.01 DATE: 6/17/98 GRAIN SIZE ANALYSIS TECTONIC OJECT: Southold Landfill ENGINEERING CONSULTANTS P.C. LOCATION: Southold, N.Y. SOURCE:Dredged Mat. From Plum Island U.S.SIEVE OPENING IN INCHES U.S.SIEVE NUMBERS I HYDROMETER 100 12 6 4 2 1.5 1 3/4 1/2 3/8 3 4 6 810 1416 20 30 40 50 70 100 140 200 90 80 P E R 70 C E N T 60 F I N E 50 R B Y 40 w E I G 30 H T 20 I 10 i i 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse I fine 1coarse I medium I fine Specimen Identification Classification MC% LL PL PI Cc Cu • BS-3 Bwn c-f SAND, some c-f Gravel, little Silt 11 I Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt I %Clay • BS-3 75.00 1.85 1 0.413 1 30.5 55.9 1 13.6 OJECT No.2142.01 DATE: 6/17/9 GRAIN SIZE ANALYSIS TECTONIC OJECT: Southold Landfill ENGINEERING CONSULTANTS P.C. LOCATION: Southold, N.Y. SOURCE:Glass Mat. From Waste Managem U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER 100 12 6 4 3 2 1.5 1 3,L4 1/2 33 3 4 6 810 1416 20 30 40 50 70 100140 200 90 80 P E R 70 C E N T 60 F I N E 50 R B Y 40 W E I G 30 H T 20 10 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse I fine Icoarse I medium Ifine Specimen Identification Classification MC% LL PL PI Cc Cu • BS4 Gy c-f GLASS, trace Silt 11 1.09 10.9 Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay • BS-4 19.00 1.86 0.589 0.1703 9.7 86.1 4.2 n OJECT No.2142.01 DATE: 6/17/98 GRAIN SIZE ANALYSIS 7EC1�OW OJECT: Southold Landoll ENGINEERING CONSULTANTS P.C. LOCATION: Southold, N.Y. SOURCE:Native Sand From Sand Pit U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER 100 12 6 4 3 11.5 13/4 1/2 3/8 3 4 6 810 1416 20 30 40 50 70 1140 200 90 80 P R70 C E N T 60 F I N E 50 R B Y 40 W E I G 30 H T 20 I 10 1 NI III I I III I I 0 - 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse I fine 1coarse I medium I fine Specimen Identification Classification MC% LL PL PI Cc Cu • BS-5 Tn c-f SAND, little c-f Gravel, trace Silt 6 0.95 5.5 i � I Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay • BS-5 50.00 1.51 0.624 0.2712 17.8 81.9 0.3 I I To {y � � FROMDVIRKA AND BARTILUCCI Consulting Engineers A Division of William F. Cosulich Assoc., P.C. Park � 330 Crossways Park Drive Woodbury, New York 11797-2015 f; (rte IV I Phone: 516-364-9890 718-460-3634 Fac: 516-3649045 SUBJECT Date �1 MESSAGE DIAL Signed REPLY r Signed Date MRM-859-3 SEND PARTS 1 AND 3 WITH CARBON INTACT-PART 3 WILL BE RETURNED WITH REPLY PRINTED IN U.S.A. TRINITY TRANSPORTATION CORPORATION 214 BL.YDENBURCII ROAD CENTRAL, ISLIP, NY 11722 (516) 342-9673-Fax (516) 342-9676 December 31, 1997 Rm Bunchuck Department of Saidtation Southold NY Jim, as per our conversation regarding pro pat as a substitute cover material for your landfill, I have a contact person for you from the Tannery Road Landfill in Rome NY. This landfill took in a large quantity of this material which was documented in my last correspondence. The gentleman that handled the material for the home landfill is Bob Comis( comptroller)Town of Rome NY (315) 339-7635. : I think Bob can give you the information you are looking for regarding Pro Pat If there is anything else I can do for you please do not hesitate to call. Thank you. Sincerely, r� John Whitton General Manager TnToi F'-n1 0 • TRINITY TRANSPORTATION CORPORATION 214 BLYDENBURGH ROAD CENTRAL ISLIP, NY 11722 (516) 342-9673-Fax (516) 342-9676 December 10, 1997 Jim Bunchuck, Commissioner Department of Sanitation Town of Southold P.O. Box 1179 Southold,NY 11971 Dear Jim, As per our conversation on December 9*, I would like to review the materials Trinity Transportation has available for the Town of Southold for the cap and closure of your landfill. As we discussed the Town may elect to accept `alternate daily cover materials', (ADCM) as a replacement for conventional aggregate. As a result,the Town of Southold would produce a revenue source rather than a budget drain. New York State D.E.0 has approved the use of ADCM for daily cover, as well as, a suitable material for cap and closure of landfills. Municipalities across New York State have used the ADCM to cut costs and raise revenues, given the approval. I have included copies of the analytical test results of the two commonly used ADCM materials, currently being used for these purposes; demolition screenings and propat. Demolition screenings are a by-product of construction and demolition, (C&D) processing. C&D bulk material brought to a transfer facility is processed by removing any recyclable items and petrusable wastes. The balance of the load is ground up and fine screened. These screenings; ADCM, have been classified with a beneficial use determination, (B.U.D). Propat, is a by-product of the recycling of automobile interiors. Shredded car interiors are fine screened and the `shakings' are classified as propat product. 0 0 I have also attached a short listing of Municipalities using or that have used the products, as described above, in landfill projects. Trinity Transportation has a large clientele of privately owned transfer facilities that produce the ADCM materials. In addition, Trinity Transportation is affiliated with three NYS DEC licensed transfer facilities, all located on Long Island,that produce the C&D screenings. Our fleet of 26 owned and operated tractor-trailers, as well as, 30 additional owner operators contracted with our company, will ensure your Township a smooth and continuous flow of material, should you chose to use it. I appreciate having the opportunity to provide this information to you. If I may be of further assistance or if you should have any questions or concerns, please do not hesitate to contact me. Sincerely, LCA!�r.�--- John Whitton General Manager Fax transmission and Regular Mail to follow TRINITY TRANSPORTATION CORPORATION 214 Blydenburgh Rd. Central Islip NY 11722 December 10, 1997 Jim Bunchuck, Department of Sanitation Town of Southold NY Dear Prospective Customer: The following are some of the municipal projects that our company has been or is currently involved in: Town Of Brookhaven: Complete operation of transfer station facility: Our responsibilities include all the loading and transfer operations as well as hauling over 700 tons of MSW per day. All manpower& equipment is provided exclusively by Trinity Transportation Corp. Equipment Provided: 18 one hundred cubic yard walking floor trailers, 7 tractors, 1 Caterpillar 325L Grapple Loader, 1 Caterpillar 970 Payloader, 1 Komatsu 420 Payloader. Start Date: April 1,1996 Status: Under Contract until February, 2000 with 2 additional 1 year options. Contact: Dennis Lynch, Commissioner of Sanitation Town of East Hampton: Hauling& Disposal of 40 to 100 tons per day: Trinity Provides staged trailers at East Hampton's Facility which are pre- loaded and then hauled for disposal& returned. We have structured this program so that there are always empty trailers on site ready to be loaded. Equipment Provided: 10 one hundred cubic yard walking floor trailers Status: Operation ended April 1, 1997. Contact: Dave Paolelli, Commissioner of Sanitation Town of Smithtown: Transportation of Ash: Trinity provides ten wheel dump trucks and thirty five cubic yard dump trailers for the transfer of approximately 350 ton per day of Ash. Equipment Provided: 2 ten wheel dump trucks, 2 thirty five cubic yard dump trailers Status: Operation currently in progress Contact: John Zollo, Town Attorney Town of Smithtown IMA through Town Of Babylon: Transportation& Disposal of Yard Waste: Trinity provides 100 yard Walking Floor trailers and tractors for the transfer and disposal of approximately 250 ton per day of Yard Waste. Equipment Provided: Approximately 10 Tractor Trailers per Day Status: Operation currently in progress Contact: John Trent,Engineer Town of Riverhead: Hauling& disposal of MSW and Commingled Recyclables as hauler for East End Recycling. Trinity provides one hundred cubic yard walking floor trailers and tractors for the hauling and disposal of material. All material is live loaded at the site. Equipment Provided: 2 one hundred yard walking floor trailers Status: Operation Completed Contact: John Reeves, Commissioner of Sanitation Town of Babylon: Hauling and/or disposal of various materials Trinity has been involved in numerous projects with the town of Babylon, including the hauling of MSW as well as Aggregate for their landfill closure project. Equipment Provided: Various pieces or rolling stock as the projects require. Status: Ongoing various projects Contact: Douglas Jacob, Town Comptroller In addition to the above referenced projects, Trinity does private hauling and disposal for numerous clients in the New York Metro Area. Materials we haul include: MSW, Demolition Debris, Demolition Screenings, Recyclables, Aggregate Products, Yard Waste, Compost,Mulch, Wood, Dirt, Ash,Concrete, Asphalt, Contaminated Soil, Auto shredder residue (fluff), Propat, and various other materials. When considering Trinity Transportation for any of your disposal and/or hauling needs, please keep in mind that we own and operate over a hundred pieces of rolling stock and twenty pieces of heavy equipment. Further, our workforce and equipment capacity coupled with disposal capacity at over 30 permitted facilities in the region allow us to mobilize with as little as forty eight hours notice. I hope we will have the opportunity to be of service to you in the near future. Should you have any questions, please do not hesitate to contact me. Sincerely, John H. Whitton General Manager JHW/bm x� J. January 24, 1997 RA ` Mr. John Whitton General Manager Trinity Transportation 214 Blydenburgh Blvd. Central Islip, New York 11722 � Dear John: Sent Via Fax: (516) 342-9676 Please find the following information relative to Propat: 1) New York State D.E.C. Beneficial Use Determination (B.U.D.) as landfill cover i3 2) Results from most recent analytical testing With regard to the current utilization of Propat as alternative daily landfill cover, the following NY State municipal landfills currently accept Propat as ADC. ;1 i.! Facility Daily Volume Accepted ^I 1) Sullivan County 60 Tons z! Monticello, New York 2) Madison County 60 Tons Wampsville, New York 3) Ontario County 85 Tons Stanley, New York 4) Allegeny County 60 Tons Belmont, New York 5) Steuben County 60 Tons Bath, New York TOTAL 325 Tons per Day Mr. John Whitton January 24, 1997 Page 2 Additionally, Propat has been utilized as alternative grading material extensively (80,000 cubic yards) for the closure of the Tannery Road Landfill in Rome, New York. Testing is performed monthly on Propat. The material's density is very consistent at 1,400-1,500 lbs. per cubic yards. Please contact me with any further questions. Sincerely, Gary A. man Regional Vice President GAF:mk cc: Ray Walter Tammy Rice Thomas Wagner Louis Wagner 10/31/96 TRU 11:15 FAX 201 333 5986 PSN-JC W002 New York State`Department of Environmental Conservation Division of Solid & Hazardous Materials Ak 60 Wolf Road, Albany, New York 12233.7250 518-467-6934 FAX 618-467-0629 Michael D.Zapata Commissioner Mr. Jay A. Zimmern AUG O 7:: Prolerized Schiabo Neu Company P:O. Box 1,184 30-27 Greenpoint Avenue .-Long Island City,.NY 1110.1 Dear Mr. Zimmern: This is in response.to your.July 15; 1996 letter regarding the use.of PROPAr-in various landfill applications mi New-York State as welt as.alternative'recycling methods for prolerizcd.rubber.' In your1etter,you address severat:different topics and make several different requests.of the New York State Department of Environmental .Conservation(NYSDEQ, Z will address each topic separately as follows: Beneficial Use Determinatio PA-V. as landt111 daily cover Prole.rized Schiabo Neu Company was granted.a BUD Ecom NYSDEC for Alternative Daily Cover prior to the dffective date of the revisions to.Part 360, at which time paragraphs 360-1.150x10) and 360-2.17(c) were added to the regulation. These two citations.no longer make it necessary for NYSDEC to grant case-specific BUD's for alternative landfill daily cover. Therefore,the Division of Solid&Hazardous Materials believes that it is no longer necessary or relevant to modify your existing BUD. However, approvals for alternative daily cover requests are still evaluated on a site-by-site basis, and the NYSDEC would specifically identify PROPAr in such an approval in lieu of the term"automobile shredder residue." Technical AdministrakU_OUIdanceMemorsndum The fust sentence on page 2 of your letter regarding the March 31, 1994 TAGM on Disposal of Shredder Fluff is incorrect. The TAGM estOlished that"the Department may allow the disposal of shredder fluff cbntalaing less than 50 ppm but more than 10 ppm.PCBs not otherwise regulated under TSCA to be disposed of in any New York State landfill that has a permit or admirostrative order to upgrade and a leachate containment ertvirommcnt" and removal system that protects public health and the. 10/81/96 TO 11:16 PAX 201 333 6986 PSN-JC 14003 Mr. Jay A. Zimmern 2' Not all of the landfills in New York State that have a permit or administrative order to upgrade and leachate containment and removal systems are double lined landfills, as your fetter implies. In granting the BUD for PROPAT®,the WOW relied on a set of facts provided by Prolerized Schiabo Neu Company that PROPAr contained PCBs in the range of 1.0 to 3.0 ppm(total PCBs). However, updated information the'Division has received on PROPAT(Ecology and Environment,Inc.,"PROPAT Use as an Alternative Daily Cover, Nanticoke Landfill Broome County,New York,"Apr.11994) indicates that the PCB concentrations in PROPAr are often greater than 10 ppm,but less than 50 ppm. Based on these concentrations, the use of PROPAr as an alternative daily cover is confined to a.landfill.that has a Part 360.permit or administrative.order to upgrade and a leachate containment and removal system that protects public health and the environment" The use of PROPAr as alternative daily cover at the Fresh Kills Landfill was not approved because the New York.City Department+of Sanitation places intermediate cover, and not daily cover. In response to your recommendation:thatthe NYSDEC Fonsider changing the.TAGM by substituting leachability testing for PCB's instead of testing for total PCB's, since at this time the USEPA has not finalized a rule change which would measure the risk to human health and the environment based'on leachability of PCB's,we will continue to use the guidance as outlined in the March 31, 1994 TAGM for..disposal and beneficial use of shredder fluff. At such time that the USEPA does finalh*this rule,we will revisit this issue. Please note that this TAGM.also.requires the jeneirator to determine if TSCA precludes the PCB containing materials froth going into.Subtitle.D landfills. Enclosed is a list of all the double lined landfills in the State, including their contact and mailing address. n lu/31/90 .tau 11:ir re qui JJJ oroo ro,•-uv wry== Mr. Jay A. Zimmern 3. grading material to achieve grades for placement of th"inal cover, the Department will entertain PROPAT®being part of that proposal. As part of the design of the MW cover.system and development of the final grading plan, the Department of Sanitation vain decide the gootechnlcal characteristics of the various materials used in the final cover'system design.. ifPROPAT*meets their requirements for grading material, we will seriously:consider authorizing its use. However, we will ad approve the use of PROPAr above the impermeable layer of the final cover system. �Without any knowledge of the long-term leachability characteristics of your material, approval for usage above the barrier layer of a final cover system is not possible. e ile e to Prelerl ad Rubber as a Oas Venting Laver Through the equivalent design previsions of-subdivision 360-2.13(w), an applicant may propose an equivalent design of individual components of a landfill's liner and final cover LO/31/96 THU 11:17 FAX 201 333 5986 Mr. Jay A. Zimmern 4. system through the submission in the application of doctimentation substantiating the alternative component's ability to perform in.the same manner-as the component specified in this section. - Since the utilization of rubber within the gas venting layer is within a landfill's containment system, such an equivalency deterInMation would not be subject to the variance.requirements of 6 NYCRR Part 360: Please refer to subdivision 360- 2.13(p) for design requirements.for:gas veating:layers. As stated in subdivision 360- 2.13(w), it is highly recommended that the applicant discuss equivalent component design proposals with.the apprbpriate.Department staff in a pre-application conference. I trust that this letter.has answered your questions and requests regarding the use of PROPAr and prolerized tubber in solid waste applications in New York State. We look forward to working with your company with the goal of recycling 100% of discarded automobiles. Please call me if you have,any questions. Sine rely, 0044 Norman H. Nosenchuck, P. E. Director Division of Solid&Hazardous Materials• Enclosure 12/17/96 TUE 11:55 FAX 201 333 5986 PSN-JC Q001 ONE IMMEN AVENUE -EAST Jersey City,New Jersey 07305 PROLERIZED (901)SM4121 FAX(901)333.5966 j SCHIABO NEU sos7 aREENpODU AVENUE COMPANY 0 Long Island City,New York 11101 (718) 786.6031 FAX(718)706-7665 FAX Information Form DATE: lx-p - - SEND TO: PAY & Adt (NAME) 21tv tu mo (COMPaNI) (RECEIVER'S FAX NUMBER) FROM LARRY b66QLIN - Safety & Environmental Dept._ TO VERIFY RECEIPT OF MESSAGE (201)3334131 - Jersey City (718)786-6031 Long Island City TOTAL NUMBER OF PAGES INCLUDING COVER SHEET d e IS fonI e 0. 9 � 12/17/96 TUE 11:55 PFAX 201 333 59/8�a6 PSN-JC Q002 m lJo jazAamiak & Aw®*8zzp 911c, ENVIRONMENTAL CONSULTANTS PA. BOX 786• BRENTWOOD,TN 37024 500 WILSON PIKE CIRCLE•SUITE_206•BRENTWOOD.TN 37027 615373.1572• FAX:6153709292 LETTER OF TRANSMITTAL TO: Mr. DAN . November 22 1 Larry M�lir► 996 Proladzod Schiabo Neu Company MOM=Na P.O. Boos 441 Wk. pjQZA32 Discharge Monitoring Jersey City, NI 07303 WE ARE SENDING YOU: o Attached a Previously faxed a Under separate cover VIA: o Overnight a 2nd Day N Regular THE FOLLOWING ITEMS: A Exhibits o Shop Drawings a Permit Applications a Reports a Survey o Change Order o Plans o Specifications o Other covers DAA No. o6seppnom i 10-29-96 Exhibit No. 1: TCLP Concentration w/Chain of Custody 1 10-29-96 eM LIndi1006 .t NQ, 3: Conslituent An&sis - Concentration 1 1 -96 Exhibit No. 4: =LP - vidual 1 10-29-96 Exhibit No. 5: Constituent Anal is - Individual Sam le Results THESE ARE TRANSMITTED as checked below: a For approval a Approved as submitted a Resubmit _ copies for approval S For your use a Approved as noted a Submit copies for distribution a As fequested a Returned for correctlons a Return corrected prints a for review and comment q .` REMARKS: COPY T0: SIGNED: Presi d rendmum am not as noted,kin&'nonfy us at MCC 12/17/96 TUE 11:56 FAX 201 333 5986 PSN-JC Q003 AMML EXHIBIT NO. 1 PROLERiZED SCHIABO NEU COMPANY JERSEY CITY, NEW JERSEY PROPAr DismRGE TOIUCITY CSARACTFIOSTIC I.EAC G PROCEDURE OCTOBER 29, 1996 PARAMETER CONCENTRATION EPA LMW F11-CLP METALS W)' Arsenic <0.10 5.0 Barium <1.00 100.0 Cadmium 0.31 1.0 Chromium (1) <0.50 5.0 Lead <0.50 5.0 Mercury <0.010 0.2. Selenium <0.10 1.0 Silver <0.10 5.0 'EPA Method 1311; Analysis according to SW846 W. Z. BAUMGARTNER & ASSOCIATES, INC. Consultin1:1i86 neers P. O. Brentwood, TN 37024-0786 d\85073 12/17/96 TUE 11:56 FAX 201 333 5986 PSN—JC Q004 Mew ERHIBIT NO. 2 PROLMUZED.SCHIABO NEU COMPANY JERSEY CITY, NEW JERSEY SPUM MATRIX RECOVERY OCTOBER 299 1996 PARADE"TER % RECOVERY (43124) TCLP METALS Arsenic 122% Barium 78% Cadmium 88% Chromium, Total 85% Lead 100% Mercury 107% Selenium 121% Silver 106% W. Z. BAUMGARTNER & ASSOCIATES, INC. Consulting Engineers P. O. Box 786 Brentwood, TN 37024-0786 d\85073 �� 12/17/96 TUE 11:56 FAX 201 333 5986 PSN-JC a005 EXHIBIT NO. 3 PROLERIM SCHIABO NEU COMPANY JERSEY CITY, NEW JERSEY PROPAr DISCHARGE CONSTITUENT ANALYSIS (mg/kg OCTOBER 29, 1996 PARAAMM CONCENTRATION EPA UNIT PCB' 7.9 SO % Moisture 36.3 N.S. 'Results premted "As-Is", not Corrected for % Moisture- EPA Method 8080 N.S. - No Standard W. Z. BAUMGARTNER & ASSOCIATES, INC. COMMAS EnImms P. O. Box 786 Brentwood, TN 37024-0786 d185073 12/17/96 TUE 11:56 FAX 201 333 5986 PSN-JC fm006 E7aMIT NO. 4 PROLEREM SCHIABO NEU COMPANY JERSEY CITY, NEW JERSEY PROPAP DISCHARGE TOXICITY CHARACTERISTIC LEACMG PROCEDURE OCTOBER 29, 19% PARAMETER PSN-5 PSN-6 PSN-8 CONCEN EPA (43124) (43125) (43126) TRA71ON IJIaT TCLP MBTAIS (mg/1)1 Arsenic <0.10 --- <0.10 5.0 Barium <1.00 -- --- <1.00 100.0 Cadmium 0.30 0.38 0.24 0.31 1.0 Chromium, Total <0.50 --- <0.50 5.0 Lead <0.50 <0.50 <0.50 <0.50 5.0 Mercury <0.010 --- <0.010 0.2 Selenium <0.10 --- <0.10 1.0 Silver <0.10 --- <0.10 5.0 'EPA Method 1311; Analysis according to SW 846 W. Z. BAUMGARTNER& ASSOCIATES, INC. consulting Engineers P.O. Box 786 Brentwood, 7W 37024-0786 d\85073 12/17/96 TUE 11:56 FAIL 201 333 5986 PSN-JC 11007 Am EXHIBIT NO. 5 PROLERVM SCBUBO NEU COMPANY JERSEY CITY, NEW JERSEY PROPATm DISCHARGE CONSTITUENT ANALYSIS {mom OCTOBER 29, 1996 PARAMETER PSN-5 PSN-6 PSN-8 CONCEIT.. EPA (43127) (43128) (43129) TRATION IR&r PCBI 6.88 10.7 6.20 7.9 50 % Moisture 33.0 40.0 36.0 36.3 N.S. 'Results presented "As-Is', not Corrected for % Moisture - EPA Method 8080 N.S. -No Standard W. Z. BAUMGARTNE'R & ASSOCIATES, INC. Consulting Eagincers P. O. Box 786 Brentwood, TN 37024-0786 a�sso73 � I of W2. BAUMGARTNER & ASSOCIATES, INC. Page,,,_ N CotVstaltfan attor�as r surra roe a��a go@WILSOW Pft wxlN CHAIN OF CUSTODY eat trrw000,ten+asaet:rie:t PR OL 5 mall-gloom r Proj.IVo: p plant: blended A�alysls r s Nam. �n sampws slpn kn: N • o 't'lfrie r ta. 8No. Data 124 Hour _,�tA 8tadon Lrra�llort Remarks Onduds Prsaenadves Used) e"., c!' w x A Rel .(slpnaAUWT176 .Dewed 9y:(ft nawts4rdnqLlfi�9y:(stonawce) wtamm. fteoewed Sr.(sWwb we) 2 ey:t819 � taRUtw armed :(sbnstwe) •--1 5 effnquiBhod By:(sigma" Dafe/ilms Received Br.181W*Mm) 3 Reanqul:r,ea 9y:(signature) Daten1nm Reaal"d Sr.(Slans us) Rooelved for Laboratory By:(slgnawre) Custody soals kNaat? Yos Q No TompetaWro:(a) � 0 o ao 12/17/96 TUE 11:57 FAX 201 333 5986 PSN-JC Q009 ENVIRONMENTAL OONSULIANTS P.O. BOX 786•BRENTWOOD,TN 97024 SW WILSON PIKE CIRCLE•SUITE 206• BRENTWOOD,TN 37027 615 4572 9 FAX:615370.9292 LETTER OF TRANSMITTAL TO: Mr. Larry MUM °AfsSMSMIba 23, 199f Prolerized Schiabo Neu Company r+a99025 P.O. Box 441 Jersey City, W 07305 SAMYk Mg: _ . Qw- WE ARE SENDING .YOU: A Attached a Previously faxed a Under separate cover VIA: o Overnight a 2nd Day o Regular THE FOLLOWING ITEMS: o Exhibits a Shop Drawings a Permit Applications o Reports a Survey a Change Order o Plans a Specifications o Other co� DATE NO. oiNCAiP�1oN i -9/910/96 bit No. 1: TCLP Metals, A TCLP PCB Analysis 9/9,10/96 &Wit No. 2: Sgft Matrix Eggg= 9/9-10/96 Chain of Custody THESE ARE TRANSMITTED as checked below: a For approval a Approved as submitted a Resubmit copies for approval ■ For your use a Approved as noted a Submit copes for distribution O As requested o Returned for corrections a Return corrected prints o For review and comment o REMARKS: COPY TO; SIGNED: Jr., P.E. t P rendourej are not as nwA bindly not{ 'res at one. 12/17/96 TUE 11:58 FAX 201 333 5986 PSN-JC 0 011 EXMIT NO.1 PROLERIZ$D SCEIABO NEU COMPANY JERSEY CYTY, NEW JERSEY SPIKE MATRIX RECOVERY SEPTEMBER, 1996 PARA11SM JC - i QNS - i 9/9/96 9/10/96 (42627) (42628) TCLP METALS (mg/l)' Arsenic 114% 115% Barium 77% 76% Cadmium 88% 89% Chromium 8796 98% Lead 98% 100% Mercury 102% 109% Selenium 119% 124% Silver 108% 109% W. Z. BAUM[GARTNER &ASSOCIATES, INC. Consulting Engineers P. O. Box 786 Brentwood, TN 37024-0786 p\88025 12/17/96 TUE 11:58 FAX 201 333 5986 PSN-JC R012 EXM1T NO.3 PROLE1tIZF�SCHIABO NEU COMPANY JERSEY CUT, NEW JERSEY DAILY PRODUCTION OF PROPATO ANALYSIS° CONSTITUENT ANALYSIS (mg/kg) SEn MBER, 19% PARAMETER JC - 1 QNS - 1 9/9/96 9/10196 (42629) (42630) PCBs 6.82 5.88 % Moisture 38.0 42.0 'Results presented"As Is",not corrected for % Moisture-EPA.Method.8080 'Samples collected.by PSN W. Z. BAUMGARTNER a ASSOCIATES,INC. Consulting Eogln = P. O. Box 786 Brentwood,TN 37024-0786 p/88025 12/17/96TUE 11:58 FAX 201 333 5986 PSN-JC 013 . it , '9% ! rP,0�.ERS- V q PMA EU CHAIN OF CUS" DY FORM COWMY PROJECT NAMETI o SAMPLED BY:lsipmw Sample 0 Date Time Comp Grab Location DO$Cdpdan O -� I'�4 �i3Q/tWi Q�11iM'® Analyze for. 'R L? ?46�4 . Teo f ca.. -Its P Tli-PH TatItL ?CgS O PCB's Only O Lead,Cadmium,&PCB's ❑ FQ TCLP,PCB's,%Mosture,pH as received n& Relinquished by: e Dateltime: Received by: Date/Te: 44 r Received for Laboratory by: abdrime: 9 l 111 SHIPPING INFORMATION SHIP TO: W.Z.Baumgartner&Associates,Inc. ATTN.of: BillBaumgartner Suite.206 Phone : 615-373-1572 500 Wilson Pike Circle Brentwood,TN 37027 SHIP VIA: UPS-Standard O UPS-Overnight D FedEx-Overnite. FedEx-2nd Day O Other O Send results to: Prof rtud Scbbbo.Neu Comany Fas~ (�Ol)3335936 One Linden Avenue--Sext Phone: (Ml)3333131." Jer"y Cityp Nr 07305 Athn Lawrence a Magon awwa,e.rw� 12/17/96 TUE 11:57 FAX 201 333 5986 PSN-JC 10 010 MON EXFfl1T NO. I PROLERIZED SCIEMBO NEU COMPANY JERSEY CITY,NEW JERSEY DAILY PRODUCTION OF PROPATn ANALYSIS° TOJdarY CHARACTERISTIC LEACHING PROCEDURE SwrEMBIER, 1996 PARAMETER JC 1 QNS - l 9/9/96 9/10196 (42627) (42628) TCLP METALS (mg/1)1 Arsenic <0.10 <0.10 Barium <1.00 <1,00 Cadmium 0.50 0.36 Chromium <0.50 <0.50 Lead 0.54 1.00 Mercury <0,010 <0.010 Selenium <0.10 <0.10 Suver <0.10 <0.10 TM W GC LOW <0.10 <0.10 TRPH GC High 3.40 2.52 PCB (ing1l); ND ND 'EPA Method 1311 2EPA Method 7082 'Samples collected by PSN ND-Not Detected at report limit W.Z. BAUMGARTNER do ASSOCIATES, INC. Consulting Engineers P. O. Box 786 Brentwood, TN 37024-0786 p�ssoQs Chr. nwh 1 --M ill (tb-25JJ-bb(U MHK Ub 9( 16 :66 NO .009 P .01 We . i1M6P4%jHK I'1'4GR d n.AJUl. t LL i=11 r NO. I rR0XAMIUD KZA80 NEU COMANY Nw YORKP NNW YORK A5R MOM1'1bAIIl W TOXICITY C2A1tAC1'�t110'iZC>j,SA�G P1tOCEDURL DECBiltBM 10106 PABAACWM On") TCLP METALS (mg/1)' Arsenic <0.10 Barium <1.00 Cadmium 0.34 Chromium <O.SO LAod 1.70 Morcury <0.010 Selenium <0.10 Silvan <0.10 TRM GIC LOW c 0.10 TAPH OC High 2.88 PCB (mg/1r ND 'BPA Mothad 1311 %BPA Method 80=1 "Sampler callacrod by PSN ND - Not Detected at report limit W. Z. DAUMGAR1fUM & Aa N0=TSEp JNC. C hmn P. 0n a+y`" Brentwood, TN 3024.0786 p1$7251 02/09/97 TKU 19:06 iTY/R1 NO 58591 Q004 mann i nwn 1 �-n 1L f 1O-tSJJ-finfU MHK Ub V( 1S SS NO .UUV F.U2 WC, OrtvFtl7►ifl t I��n w P1JJY\. ��••��� v •• •••�•• 8x3garP'NO. a Pll<OLZRIZRD SMAIDO HN COWANY NSW YORK, NNW VCM ABR MONfVORWO Bt''am MOM AF+COVICR'Y DECpMB>lcit 10, 1916 PARAMUM (43865) TCLP METALS (mSM' Arsenic 11691 barium 84% Cadmium 9891 Chromium 90% 1•ead 1099 Mercury 1190 Selenium 1119E Silver 101% W. Z. RAUMGA1t1t ABiOC�A3'B8. II�C. P. Q. tax 786 bradwaads TN 37029-071'3 p1872S1 02/08/07 THU 13:08 [TT/RX NO 58501 M006 ��`inwHi �n _ lll � �lb-X33-5b7� MAR 0 '97 13 :33 No .009 P.03 t XXX IRIT NO. 1 PROL ZFO$=ARO MW CONVANT JIIrRBgY CITY, �IDt8B7l AOR?40M OMW TOXICITY CAAUCTBBtBTIC PILOCEDiJR4 DRCICMBE it , 1696 I PARAMBTRA JC- 1 (43864) TCLP M&TAI.S (UWI)' Adonic <0.10 Bodum <1.00 Cadmium 0,36 Chromium <0.50 Lead 1.10 `. morcury <0.010 8e.toniutn <0.10 suer <0.10 TRPJI OC Low <0.10 TItpH QC Dish 1.22 PCs (nwu4 ND 'SPA Mott od 1311 ! 'BPA Method 8081 'Ssmpla owwcw by p8N NO - Not Dejamagi u=port limit W. Z. BAVMGAATNRR a T`PB, INC. 010w- p188025 Brmtwood,. 4. TN 37a M6 a� i 02/08/o7 THU 16;28 (TX/RX NO 6663) 0004 tHK1HUJH1 LH _ _ lU iib-�3S5-5br0 MAR 06 '97 13 :34 No .009 P.04 4 i RXIMIT2 PI1OL1�RiZEi1 BCHtABO COWANY iii zy CITY, Al ASIL BPW MOM=M()NnRiVERY VZCno1BER 20 19% PARAUSBTSK JC - Z (43864) TCLP UWAiS (m � I Arsenic 11891 Buium 86li Cadmium i 100% `- Chromium Load )11 Mcrcury 123% Sak�ium 121!1 Silver 103% 'Samples colieooAd by PIN W. Z. SAUMCARTNZV i>i m INC. conaddn P. O.wwood, 0786 P=02 02/06 97 Wt 16:28 tTX/RX No $6031 Boos tHKIHWH I l,f 1 MAR 06 '97 13:34 No .009 P.05 W4 p11V 1'IV fl1\II�L.1\ v rr.r..rub. r..�•va.. ... .. •..�� 1 , T NO. I �eoL zsb KXu►iO MW COMPANY NBW VOZXo N►TOM Ails MONY =UW TOXIC= CNAXALT�TlC I.!'IAL'8�`r l80CSOIRE JANUARY Up 10Y PARAMB733R (432 TCLA)MAL$ (tnXII)' Armada <0.10 BaNum <1.00 C "um 0.88 Chromium <0.50 Lad <0.50 Mcry <0.010 5e�anium <0.10 Silver, <0.10 TBPH OC Law <0.10 TRPH OC High 2.23 PCD (mj/1)i ND TBPA MWthWd 1311 TBPA 1 edwil 041 $Samples oollWdWd by PSN ND -Not DWISOW at:port limit W. Z. sAUMGwR +� .aoocrA�cia, aic. CIO sr5ntwooa, TO 37024.� p%7251 4# 02/09/97 TKU 13:08 ITX/Rx NO 55693 W009 j tHK I HWH I l.Fi MAR 06 '97 13 :34 N0 .009 P .06 j R7tXMT N0. 1 a 1 s t PgOLSRT�RA sp1iA1�0 N�[I OOMlANY H$W YORK. NSW s+0M AM MM BPUGS TRDL�1DOOY 1tY JAMART Do 19P PAAAW0156a NS 2 Arsenic 116% Barium 84% Cadmium 97% Chromium i91� LOtd 113lL Mercury 96li Selenium 123% silver 10DW W. Z. SAU KGAZT14XNL i ANOCiATa5, WC. 117 P. O. RM Tn ar�ood, TK 370244M p1a7w 02/01/97 TBU 18:06 tTXiRx NO 5569! 0010 �nR i nwn i Ln t11 • ri5-SSS-SbrU MHR 06 '9? 1335 No .009 P .0? WG- U11VYlNf11� �V� u IL...a.IV 1��•v�v v. v ���� , PROL�iiZED SC IADO MW C XVANT NSW YORK. NZW YOM COMM 9U TaniTY ANAL~ JANUARY 13, IWY PARAMffM � (431ii6) Ash 26.6 `AS7V D 2974 =Samples aoUmftd by PSN W. Z. SAU36CARTNM A AMOC1ATfD, Mc. P.O. BM araitwoW. TH 37034-M p,87?•S l �a 02/06/97 THU 18:08 CTX/RX NO 58591 ®011 FEB-19-1997 17 45 CAMERON ENGINEERING, P.C. 5168274920 P.01 CAMERON ENGINEERING & ASSOCIATES, LLP * * FACSIMILE TRANSMITTAL Date: February 19, 1997 Time: 5:30 PM To: Patricia DW itteo Fax No: 342-%76 From: Janice Juina Re: ARCM Project Project No: CE071 Name: Trinity Transportation No. of Pages(Including Page): 4 Original to follow by mail t] Yes ■ No Message: Bryan asked me to send this over for your review. Please call(8274900-new number)with any question;- please uestio -please call ow,office at the number below should there be any problems with this transmittal. The information contained in d ds facsimile is privileged and confidential.intended only for use of the individual or entity named above. If the reader of this me ge is not the intended recipient,or the agent or employee responsible for delivering the message to the intended recipient,you hereby notified that any dissemination,distribution or copy of this communication is strictly prohibited. If this communicaj ion has been in error,please immediately notify us by telephone, and return the original message to us at the address below via the U.S. Postal Service. Thank you. Three Aerial Way Suite 100, Syosset,NY 11791 -Phone: (516)827-4900-Fax: (516)827-4920 N:1C0504WCW71%PW 1 W7.W PD FEB-19-1997 17 45 CAMERON ENGINEERING, P.C. 5168274920 P.02 NEW YORK STA TE CEPARTMENT OF ENVIRONMENTAL. CONSERVATION MAdlag 40-SUNY. Stoov Brook, Now York 11790.2356 Phone 1'51614440:78 Fox (816) 444-0::46 is I Michael 0. Zags= CgretmbRionu April 24, 1998 Ms. Janice Jip"ea, JCP Cameron Engir eerfi ig, P.C. 1400 Old Cow try %nd, Suite 410 waft", NY 115 Deer Ms. Artne: The Nen v Y State Department of Envirornnennl Conservation (Department) has reviewed West bun Paper StocklOmni Recycling of WesftWs proposal to produce Ahernadve Da ly C wor Material (ARCM)from screenings, separated prior to pulverising operations. ofnizabla non-pulverized cansQuction and demollt�n debris. for case at the 8rookhsw To Landfill. The Oe ant hereby approves the production of ARCM iron scrseninQs, separated oft to eri2ing operations, of recognizable non-puiwraed construction and dernoCtion dab-in Westbury Paper Stock/Ornni Raeyc ft for the twelve month period ending April 311, 1 97. The Oe 3 ent reserves the right to rescind or modify this approval at any time should condrtit-ns nt. This approval is based upon the preliminary test results and the sampling a nd ng protocols submittad by Cameron Engineering, P.C. in the letters dated March 18, 1 96, Apnl 2, 1996 and April 22. 1998. This approval is also contingent upon the follot wing roquinments/cond'nivns: 1. rhe kDCM is gareratad using the protocols sat forth in the submission by ft 'ameron Engineering, in the letters dated Much 18, 1996, April Z. 1996 and %pn 22, 1996. 2. -.arr posits representative samples must be caWcted using the protocols sat 'ord I in the submissions by Cameron Engineering. P.0 as noted above. 3. rem resuks must be reported to the Department, directly frau the laboratory )glf rming the analysis. Reports should be sent to Rashood"Carter at the ile number or the address Rated above. 4. rhe materials from which composite representative samples are taken must 3e hold on-site at the generating facility in a segregated stockpile until the snalvtical results from the laboratory am siftmitted to and written approval is iR-ZAP-1996 14:SS P.81 FEB-19-1997 1746 CAMERON ENGINEERING, P.C. 5168274920 P.O3 rfda" m the Oepart7nent. In the case where the facility does not have idn-site storage available or where on-sits storags of the matsriai willn the facility exceeding the maximum on-site storage limits), the It frequency shall be increased to reduce the quantity of the material rn-site storage. The facility must comply with the cor4ldons of it's Fany other applicable regulatory reauiraments. Material must be Smanner that it will not have any adverse environmental Impact. 5. J of the approval period the facility shall submit to the Department of the test results. This summary shall induds: the average, And maximum results obtained for each of the teats, s�asssion cfes in procedure that wars implemented, a discussion of any = encountered with the material, and a list of disposal faciWas that i the material along with the amounts accepted. 6. ReeuirernUU �. The following analyses must be performed at a minimum once every Ina (Z weeks: 1. The size of the material must be 2 inch minus. ii. The Percentage of Fines passing through a number 200 sieve must be less than 25% by weight (dry bases}, using ASTM C136. ua Total Organic Carbon shall be less than 15% by weight(dry basis), using sw-846 Method 9060. iv. The Flash Point must be above 200 depress Fahrenheit, using SW-846 Method 1010. V. The Asbestos Content must be less than one percent by weight as specified in 6 NYCRR Part 360.1.2(b)t11). using PLM 112olarized Light Method). I vi. BTEX, using SW 848 Method 8020, with the following compiiance levels: Earameter Allowable Lure! gen 0.060 ppm Ethvlbenzene 5.5 ppm Toluene 1.5 pprn Xylens 1.2 ppm vu. The Sulfur Pow. star$ (Sulfate. Sulfide. and Sulfite) using EPA 375.4, EPA 376.1, and EPA 377.1. The calculated sulfur content must not exceed one percent. MR-24-1996 14:56 P.02 FEB-19-1997 17:46 CAMERON ENGINEERING, P.C. 5168274920 P.04 viii. The Total RM Metals, using SW-848 or CLP Inorganic Methods. If the analytical results for any of the RCRA metals esus by a factor of twenty (20) the TCLP Omits set forth in B NYCRR Part 371, a TCLP Metals analysis must be performed an the same sample. 1. In addition to the above requiremmu, the following analyses must be Performed at a minimum once every four(4) weeks: i. Full TCLP analysis (Volatile Organics; Seml-Voiatils Organics. j pesticideslherbicides, and Metals) with allowable levels specified by 6 NYCRR Part 371-3. I. GC-PID fteoleum Scan NYSDOH 310-13. Ie.. Semi Volatile organics; Method EPA 8270-20 TIC. I rest must be performed by a laboratory which has a valid NYSDOH to perform above procad m under the Envie KNIMItad Laboratory ikpp oval Program (FLAP) for NYSDEC ASP(contract laboratory protocol). In addh!ort the above Iia W parameters, if the generator suspects the presence of any other COM im'onto (or parameters) which*dnl3 is tmdcky ChBracts ildt a or WE result in adverse em iron i impact by using the material as ADCM. their presence should also be evelusad. The me teri being generated can only be used as ADCM, as defined In 8 NYCRR Part 380-2.17'cl, cannot be used as an intermediate caner, as defined in 6 NYCRR Part 380-2.17(d). In n, material from a segregated stockpile time Trot be used as ARCM unto the caps a wnt= approval of the analy iral results for that pardcWw stockpile is received. ee adv sed that it is the facility of final disposal that has the final say as to what material is aIx ape id. 81► cap i of this letter to Commissiorer Michael Graben of the Department of waste Management, the own of Brookhaven is also notified of this approval. Questa ms ga"ft this matter can be addressed to Dhsrmtendm Patel, the monitor assigned to *a Skookhaven Landfill or myself at (516) 444-0375. Enviroruna+tal Enginew I Go: Brian simm, Omni Recycling of Westbury, Inc. Comet smoner Groben P.03 MR 24-19% 14:57 TOTAL P.04 SEP— 9-97 TUE 9:50 AM EcoTest Labs, Inc. FAX N0, 516 422 5770 P. 1 • i NCO FES LABORATORIES, INC. ENVIRONMENTAL TESTING 377 SHEFFIELD AVE.• N.BABYLON, N.Y. 11703 0 (516)422-5777• FAX(516)422-5770 FAX COVER SHEET DATE: September 9, 1997 FROM: Tom Powell FAX NO. (516)422-5770 RE: Results of Debris analysis TO: Brad Meyers COMPANY: Omni Recycling of Babylon ADDRESS: FAX NO: 694-1865 Number of Pages: 5 (including Coversheet) NOTE: N you have any questlons or have not received this clearly or completely,please call(516)422-6777 SEP- 9-97 TUE 9:51 AM EooTest Labs, IRC. FAX NO, 5516 422 5776 P. 2 OCOIFEST LABORATORIES, INC. EWRONiiiMAL TFSVNG 377 SHEFFIELD AVE.• N.BABYLON, N.Y. 11T03•(516)422-5TTT s FAX(516)422-9M LAB NO.C973533 09/09/97 Omni Recycling of Babylon 114 Aider St. West Babylon NY 11704 ATTN: Brad Meyers ,r SOURCE OF SAMPLE: Omni Recycling, West Babylon COLLECTED BY: Client DATE COLD:08/21/97 REcEr9ED:08/21/97 SAMPLE: Solid sample, Construction&Demo.Debris ANALYTICAL PARAMETERS ANALYTICAL PARAKETBRS Benzene ug/Kg <5 Asbestos Content M NDS Toluene ug/Kg 55 Ethyl Benzene ug/Kg 18 Passing *200 Sieve % 11.4 m + p Xylene ug/Kg 40 o Xylene ug/Kg 47 Tot Organic Carbon Ki 2.4 Flash Point deg C >100 Sulfate as 304 mg/Kgl 12000 Sulfite as S03 mg/Kg! <2 Sulfide as S mg/Kgl <2 Arsenio as As ms/Kg 5. 9 Barium as Ba mg/Kg 110 Cadmium as Cd mg/Kg 0.55 Chromium as Cr mg/Kg 18 Lead as Pb mg/Kg 200 Mercury as Hg mg/Kg 0.38 Selenium as Se mg/Kg <1 Silver as Ag mg/Kg 0.21 x Solids 58 REKARKS: Results Wet Weight basis unless stated other"".,;. iPerformed on a "Dry Weight` basis. **Sample was composited by lab from 24 grab 8=wles. Asbestos was performed by Teeing Mechanics, Sesfard. NY. 8 ND = No Asbestos Detected. DIRE '�� ; SEP- 9-97 TUE 9:51 AM EcoTest Labs, Inc. PAX K 516 422 5776 P. 3 CO EST LABORATORIES, INC. ENVIRONMENTAL TESTING 377 SHEFFIELD AVC. • N.BABYLON, N.Y. 11703•(510)422.5M• FAX(516)422.5770 LAB NO.C973533 09/09/97 Omni Recycling of Babylon 114 Alder St. West Babylon NY 11704 AM: Brad Meyers SOURCE OF SAMPLE: Omni Recycling, West Babylon COLLECTED BY: Client DATE COL'D:08/21/97 RECEIVED:08/21/97 SAMPLE: Solid sample. Construction0emo.Debris UNITS: mg/Kg ANALYTICAL PARAMETERS ANALYTICAL PARAMETERS Phenol <450 2—Chlorophenol <450 2—Nitrophenol <450 2,4-Dimethylphenol <450 2.4-Dichlorophenoi <450 4-Chloro-3-methylphenol <450 2,4.6-Trichlorophenol <450 4-Nitrophenol <4500 2.4-Dinitrophenol <22000 2-Methyl-4,6-dinitrophenol «500 Pentachlorophenol <4500 CC. REMARKS: Results reported on wet weight basis. i DIRECTOR SEP— 9-97 TUE 9:52 AM EcoTest Labs, Inc. FAX NO. 516 422 5770__ P. 4 ECOKEST LABORATORIES, INC. ENWRoiv ElffAL rE97WC 377 SHEFFIELD AVE.* N.BABYLON, N.Y. 11703•(516)4224M s FAX(516)4224WM LAB NO.C973533 09/09/97 Omni Recycling of Babylon 114 Alder St. West Babylon NY 11704 AM: Brad Meyers SOURCE OF SAMPLE: Omni Recycling, West Babylon COLLECTED BY: Client DATE COL'D:08/21/97 RECEIVED:08/21/97 SAMPLE: Solid sample. Construction&Demo.Debris UNITS: ug/Kg ANALYTICAL PARAMETERS ANALYTICAL PARAMETERS N-Nitrosodimethylamine <450 1 .2-Diphenylhydrazine <450 Bis(2-chloroethyl)ether <450 4-Bromophenyl phenyl ether <450 1 ,3 Dichlorobtuzene <450 Hexachlorobenzene <450 1.4 Dichlorobenzene <450 Phenanthrene 3400 1.2 Dichlorobenzene <450 Anthracene 1400 Bis(2-chloroisopropyl)ether <450 Di-n-Butyl Phthalate <450 N-Hitrosodi--n-•propylamine <450 Fluoranthene 5000 Hexachloroethane <450 Benzidine <4500 Nitrobenzene <450 Pyrene 6600 Isophorone <450 Benzy1autylPhthalate <450 Bis(,2-chloroetboxy)methane <450 Benzo(a)anthrecone 2700 124-Trichlorobenzens <450 3,31-Dichiorobenztdiue <45000 ' Naphthalene 450 Chrysene 2700 Hexachlorobutadiene <450 Bis(2-ethylhexyl)phthalate 450 Hexachlorocyclopentadiene <4500 Di-n-octyl Phthalate X4500 2-Chloronaphthalene <450 Benzo(b)fluoranthene 2250' Di®ethyl Phthalate <450 Benzo(k)fluorantheue 2250" Acenaphthylene <450 Benzo(a)pyrene 45.00 2.6-Dinitrotoluene <450 Indeno(1.2.3--c0pyrone <4500 •Acenaphthene 720 Dibenzo(a h)authr&aeis%:., 0 44 2.4-Dinitrotoluene <450 Benzotah )nery 'sa A 4 Diethyl Phthalate <450 Fluorene 720 4-Chicrophenyl phenyl ether <450 N-Nitrosodiphenylamine <450 REHARKS: Results reported on Wet weight bsais., _ � ,k� ""total(b+k)-4500 ug/Kg, unable to separate am"* A+ s DIt#$ r � SEP— 9-97 TUE 9.'52 AM EcoTest labs, Inc. FAX N0. 510 422 5770 P. 5 GO EST LABORATORIES, INC. ENVIRONMENTAL TESTING 377 SHEFFIELD AVE.+ N.BABYLON, N.Y. '11703•(516)422.5777• FAX(516)422-5170 LAB NO.C973533 09/09/97 Omni Recycling of Babylon 114 Alder St. West Babylon NY 11704 ATTN: Brad Meyers SOURCE OF SAMPLES Omni Recycling, West Babylon COLLECTED BY: Client DATE COL D:08/21/97 RECEIVED:08/21/97 SAMPLE: Solid sample. Construction&Demo.Debris ANALYTICAL PARAMETERS ANALYTICAL PARAMETERS Gasoline * absent Lubricating Oil * present** Kerosene uL/Kg* <200 Fuel Oil uL/Kg* <200 % Solids 58 Aroclor 1416 mg/KS <4 *** Aroclor 1221 m8/K8 X0.8 *** Aroclor 1232 mg/Kg <4 ^^` Aroclor 1242 mg/Kg <4 ^^^ Aroclor 1248 mg/Kg <4 *** Aroclor 1254 mg/Kg <8 *** Aroclor 1260 mg/Kg <8 *^� cc: REMARKS: *NYSDOH Method 310-13(does not quantify gasoline or Lube Oil) . Results reported on wet weight basis. **GC analysis indicates sample is a mixture of Lubricating Oil and other hydrocarbon compounds which do not match any method analytee.Quality of match for Lube Oil a Poor. ***Elevated detection limits due to interferent in sample. ' DIRECTOR ���A� Uvcnnu rna gni?n SEP- 9-97 TUE 9:53 AM EooTest Labs, Iao. FAX N0. 516 422 6770 P. 6 I ECC) E5T LABORATORIES, INC. ENV/AOIi�IFJYTi4L TESTING 377 31 UM&D AVE.• N.VAIMON, N.Y. 11703 (510)4U-WW 0 FAX 0"` 0'; LAB NO.C973533 09/09/97 Omni Recyoling of Babylon 114 Alder St. West Babylon NY 11704 ATTN: Brad Meyers SOURCE OF SAMPLE: Omni Recycling, West Babylon, TCLPSV COLLECTED BY: Client DATE COL'D:OS/21/97 RECEIVED:06/21/97 SAMPLE: Solid sample, Construction&Dmo.Debris UNITS: ua/L* ANALYTICAL PARAMETERS ANALYTICAL PARAMETERS Lindane <0.5 Endrin <0.5 Nethoxyohlor <1 Toxaphene <10 Chlordane <2 Hoptaohlor <0.5 Heptachlor Epoxide <0.5 2,4-D <1 2,4,5-TP <0.5 2-flethylphenoi (o-oresol) <10 3-dthylphenal (m-oresol) <10 4-Methylphenol (p-cresol) <10 Pentachlorophenol <100 2.4,5-Tri.chlorophanol <10 2,4,6 Triohiorophenol <10 2.4-Dinitrotoluene <10 Hexachlorobenzene <10 Hexachlorobutadiene <10 v, Hexaehl oroethane <10 -'Nitrobenzene <10 Pyridine <10 cc: imREMARKS: * Analysis performed on TCLP Leachate- USEPA Method 1311. A. DIW SEP— 9-97 TUE 9:54 AM EcoTest Labs, Inc. PAX SIO. 516 422 5770 P. 7 • • CO EST LABORATORIES, INC. iffKVIROMWEAML TE"N,, 377 SHEFFIELD AVE.s N.BABYLON, N.Y. 11703•(315)422-SM• FAX(515)4V-5714 LAB NO.C973533 09/09/97 Omni Recycling of Babylon 114 Aider St. West Babylon NY 11704 ATTN: Brad Meyers SOURCE OF SAKPLE:. Omni Recycling. west Babylon, TCLPMET COLLECTED BY: Client DATE COL*0:08/21/97 RECEIVED:08/21/97 SAMPLE: Solid sample, Construction&Deso.Debris ANALYTICAL PARAMETERS ANALYTICAL PARAMETERS Arsenic as As mg/L* <1.5 Barium as Ba nes/L* 0.11 Cadmium as Cd mg/L* <0.06 Chromium as Cr reg/L± <0.04 Lead as Pb mg/L^ 0.88 Mercury as Hg mg/L^ <0.001 Selenium as Se mg/L^ <0.05 Silver as AS mg/L* <0.04 cc: REMARKS: * Analysis performed on TCLP Leachate according to USEPA Method 1311. DIRE ,.� ��.-�.�.,w,r• of>1A7 NYSDOH ID# 10320 SEP- 9-97 TUE 9".54 AM EooTest Labs, Inc. FAX N4. 515 422 5770 P. 8 EMRST LABORATORIES, INC. EWRc NUMAL t rnva 377 SHEFFIELD AVE.• N.BABYLON, N.Y. 1173•(516)4n-=T* FAX(516)422-67M LAB NO.C973533 09/09/97 Omni Recycling of Babylon 114 Alder St. West Babylon NY 11704 ATTN: Brad Meyers SOURCE OF SAMPLE: Omni Recycling, west Babylon. TCLPZHE COLLECTED BY: Client DATE COLD:08/21/97 RECEIVED:08/21/97 SAMPLE: Solid sample, Construction0emo.Debris ANALYTICAL PARAMETERS ANALYTICAL PARAMETERS Carbon Tetrachloride us/L* <1 Chlorobenzene u8/L* <1 Chloroform: ug/L* <1 1,4 Dichlorobenzene ug/L* <2 1,2 Dichloroethane ug/L* <1 1.1 Dichloroethene ug/L* <1 Methyl Ethyl Ketone ug/L* <20 Tetraahloroethene ug/L* <1 Trichloroethylene ug/L* <1 . Vinyl Chloride ug/L* <1 Benzene ug/L* <1 RMIAM.. * Analysis performed on TCLP Leachate govit ";ta USEPA Method 1311 . a tT , W NYSDOH ID* 10320 �; 2-06-1997 10:40AM FROM OMNI RECYCLING 516 333 0221 P_ 1 CSD EST LABORATORIES, INC. E)MR01 MENTAL TESTING 377 SHEFFIELD AVE. N.5"YLON. N Y. 11703 (Me)4n4M* FAX(610)422-5779 FAX COVER SHEET DATE: lkbnn"S. I"T FROM: Tum P0"II FAX NO. (616)422.6770 RE: Results of"Full AnalYOW'(IWO B)• Signed mpoft to MUM In mail. W you. need WWM reports faced, pleow W me know. TO: Bryan Sinrom compmY: Omni Recycling of Westbury ADDRESS: FAX NO: 33 4W Number of P4W"-- 8 (lnc""9 CovwW"w" NoTE: It you have wr mom or neve not M0:> this Osaft ofCon,pjet iy,plase owl(616)422.6m 2-06-1997 10:41AM FROM OMNI RECYCLING 516 333 0221 P. 2 . EcoTtee>' t Le�.bc�re�tar�ras Irsc •--Nw 377 Shef':fielti !!.viae Nartts 1306203r1ors NY 11703 516 422--5777 LAB NO.C970297 02/05/97 Omni Reoyaling 7 Portland Avenue Westbury+ NY 11540 ATTN-. Bryan Sinrom SOURCE OF SAMPLE: Omni Recycling, Westbury. TCLPZHE COLLECTED BY: Client DATE COLD:** RECEIYED:01/23/97 SAMPLE: Solid sample, Construetlon&Deso.Debrls** ANALYTICAL PARAMETERS ANALYTICAL PARAMETERS Carbon Tetrachloride ug/L* <1 Chlorobenzene ug/L* <1 Chloroform us/L* <1 1,4 Dichlorobenzene us/L* <2 1,2 Dichloroethene ug/L* <1 1.1 Dichloroethene ug/L* <1 Methyl Ethyl Ketone ug/L* <20 Tetrachloroethene ug/L* <1 Trichloroethylene uz/L* <1 Vinyl Chloride ug/L* <1 Benzene ug/L* <1 oc:Janioe Jijina, Cameron R&t'ms: * Aualysis performed on TCLP Leachate according t USEPA Method 1311 . ** Sample was composited by EcoTest from 10 grab samples. ** Date of **®pies, 01/00/97-01/10/97, 01/13/97-01/17/97, 01/21/97-01/22/97. DIRECT PRELIMINARY rn= 1476 OySDOH JD* 10320 2-06-1997 10:41AM FROM OMNI RECYCLING 516 333 0221 P. 3 EaoT®est b La orastorieas Ina 377 -Srssaf f isalct Av�or North S�bylosa NX 21703 S16 422--5777 LAB NO.C970297 02/05/97 Omni Recycling 7 Portland Avenue Westbury, NY 11590 ATTR: Bryan Siaram SOURCE OF SAMPLE: Omni Recycling, Westbury, TCLPSW COLLECTED BY: Client DATE COL D:** RECEIVED:01/23/97 SAMPLE: Solid sample, Construe tioABDemo.Debris** ANALYTICTRL PARAMETERS ANALYTICAL PARAMETERS Arsenic as As ms/L* <1.5 Barium as $a ms/L* 0.24 Cadmium as Cd mg/L* <0.06 Chromium as Cr ma/L* <0.04 Load as Pb ma/L* 4.1 Mercury ss Hg mi/L* <0.001 Selenium as Se ma/L* <0.05 Silver as Ag ma/L* <0.02 ac:3anice Jijina Cameron REMARKS: * Analysis performed on TCLP Leachate according t USEPA Method 1311. ** Sample was compositsd by Eco?est from 10 grab samples. ** Date of samples. 01108/97-01/10/97, 01/13/97-01/17/97, 01/21/97-01/22/97, DIABCTORPR EUMINARY rn= 1477 NYSDOH ID* 10320 2-06-1997 10-41AM FROM OMNI RECYCLING 516 333 0221 P. 4 cess t Ltq►bor�toac-�i�s Irxo 377 Sheffi4w1et Ave North Be1l,xay 1 an NY 11. 703 LAB NO.C970297 02/05/97 ftni Recycling 7 Portland Avenue . Westbury, KY 11590 ATTN: Bryan Sinram SOURCE OF SAMPLE: Omni Recycling. Westbury, TCLF/SV COLLECTED BY: Client DATE COLD:** RECEIVED:01/23/97 SAMPLE: Solid sample, CoAstruction&Demo.Debris** UNITS: ug/L* ANALYTICAL PARAKMRS ANALYTICAL PARAMETERS Lindane <0.5 Endrin <0.5 Hethoxyohlor <1 Toxaphene <10 Chlordane <2 Heptachlor <0.5 Heptachlor Epoxide <0.5 2.4-D <1 2.4,5 TP <0.5 2-Nothylphenol (o-cresol) <10 3-iietbylphenol (m-cresol) <10 4-Methylphenal (p-cresol) <10 Penteohlorophenvl <100 2.4,5-Trichlorophenol <10 2,4.6-Trichlorophenol <10 2.4-Diaitrotoluene <10 Hexachlorobenzene <10 Hexachlorobutadiene <10 Hexaohloroethene <10 Bitrobenzene <10 Pyridine <10 oc:Janice Jijina, Cameron RPI' ARKS: * Analysis performed on TCLP Leachate according t USEFA Method 1311_ *# Sample was composfted by ScOTest from 10 grab samples. ** Date of samples. 01/06/97-01/10/97. 01/13/97-01/17/97, 01/21/97-01/22/97. DIRECTOR WARY r>ns 1475 NYSDOH IV# 10320 2-06-1997 10:42AM FROM OMNI RECYCLING S16 333 0221 P_ 5 Yi a et+es t L ei,b a 7C!s.t o= ear s3 I rs c 377 Sftmeff :Lmr1d Ave& Nc►xc tta Ba,b3r 1 ars NY 1 1 703 516 422--5777 LAB NO.C970297 02/05/97 Omai Recycling 7 Portland Avenue Westbury. NY 11590 AYTN: ]Bryan Sioram SOURCE OF SAMPLE: Ooni Recycling, Westbury COLLECTED BY: Client DATE COLD:** RECEIVED:01/23/97 SAMPLE: Solid sample, ConstruetiongDemo.Debris** ANALYTICAL PARAMB'US ANALYTICAL PARAMETERS Gasoline a absent .Lubricating Oil * present Kerosene uL/Kg* <4 Fuel Oil u1./Kg* <4 % Solids 91 cc:3anice Jijina. Gameron REMARKS: * Analyzed by NYSDUX Method 310.13: Petroleum Products (}Hydrocarbon Scan). Gasoline g lubricating can can not be quantified by this method. uL/Kg roughly to PPM. **Sample was composited by ticoTest from 10 grabs. ** Date of aamplts. 01/08-97-01/10/97, 01/13/97-01/17/97, 01/21/97-01/22/97, DYRH3CTOR EL1 M1NAR run 1479 KYSDOK ID# 10320 2-06-1997 10:d2AM FROM OMNI RECYCLING 516 333 0221 P. 6 Ea�Tost Lenbore�,tor�ess Inc --_� 377 ShQ£f iold Avra Nord" 8aa.3M3rlon NX 117V3 LAB NO.C970297 02/05/97 Ooni R+ecroling 7 Portland Avenue Westbury. KY 12590 ATTIiF: Bryan S i nram SOURCE OF SAMPLE: Omni Recycling, Westbury COLLECTED BY: Client DATE COLD:** RECSIVED:01/23/97 SAMPLE: Solid sample. CvnstructionSDemo.Debris** ANALYTICAL PARAMETERS UNITS: u8/K11 ANALYTICAL PARAS ERS N-Nitrosodimethylamine <300 1,2-Dipheny1hydrazine <300 Bis(2-ehloroethyl)ether <300 4--Broaophenyl phenyl ether <300 1,3 Dichlorobenzene <300 Hexachlorobenzene <300 1,4 Dichlorobenzene <300 Phenanthrene 2500 1,2 Dichlorobenzene <300 Anthracene 710 Bi9(2--chloroisvpropyl)ether <300 Di-n-Butyl Phthalate <300 N-Sitrosodi-n-propylamine <300 Fluoranthene 34Q0 Hexachloroethans <300 Benzidine <30000* Nitrobentene <300 Pyrone 3900 Isophorone <300 BenzylButylPhthalate c3000>� Bis(2-chloroethoxy)methene <300 Senzo(a)anthracene 2400' 124-Trichlorobenzene <300 3.31-Dichlorobenzidine <30000* !Naphthalene 180" Chrysene 2400" Hexachlorobutediene <300 Bis(2--eth7lhexyl)phtha1ate 2700" Hexachlorocyclopentadisne <3000 Di-u-octyl Phthalate <3000A 2-Chioronsphthalene <300 Benzo(b)fluoranthene Z250-0- Dimethyl 250"Dimethyl Phthalate <300 Benzo W fluoranthene 22504'" Acenaphthylene <300 Benzo(a)pyrene 2400' 2,5-Dinitrvtoluene <300 Indeno(1.2,3-cd)pyrene 0000* Aaeasphthene 340 Dibenzo(a.h)anthraoene <3000* 2.4-Dinitrotoluens <300 Benzo(Yhi)perylene <3000* Diethyl Phthalate <300 Fluorene 320 4-Chiorophenyl phenyl ether <300 N-Nitrocodiphwwlamine <300 cc:Jansoe JiJina. Cameron REMARKS: *Elevated detection level due to Interference in sample. "Reported bzlow quantification limit. "Total = 4500 ug/K8, unable to separate isomers. �* Date of samples, 01/08/97-01/10/97, 01/13/97-01/17/97, 01/21/97-01/22/97.Composited by lab from 10 grab samples. Library Search: No Library Search Compounds Fvuud. DIRBCTOR , PRELIMINAR rum 1491 XTSDOH ID* 10320 2-06-1997 10:43AM FROM OMNI RECYCLING SIG 333 0221 P. 7 Jxplaaatt Labarmtori$ Ino 377 Sh@ffield Ave Nord% 0abr1 on NY 11703 LAB NO.C970297 02/05/97 Omni Recycling 7 Portland Avenue Westbury, NY 11590 ATTN., Bryan Stinram SOURCE OF SAMPLE: Omni Recycling, Westbury COLLECTED BY: Client DATE COLD;** RECEIYED:01/23/97 SAMPLE: Solid sample, ConatruclionQ9mv.Debr1s** UNITS: ug/Ka ANALYTICAL PARAMETERS ANALYTICAL PARANMRS Phenol <300 2-Chlorophenol <300 2-Nit>rophenol <300 2,4-Disethylphonol <300 2,4-Diahiorophenol <300 4-Chloro-3-methylphenol <300 24.6-Trichlorophenol <300 4-Ni trophonol <3000 2,4-Dinitrophenol <3000 2-Kethyi-4,"initrophenol <3000 Pentachlorophenol <3000 cc:3aniae Jijina. Cameron REMARKS: Library Search: No Library Search Compounds Found. Method EPA 625. Elevated detection level due to iaterfersuce in sample. ** Dote of samples, 01/03/97-01/10/97, 01/13/97-01/17/97. 01!21/97-OI/ZZl97. ** Sample was composited by EcoTest from 10 grab vewles. DIRECTOR- PREIMINABY, rn- 1480 NYSDOH ID# 10320 2-06-1997 10:43AM FROM OMNI RECYCLING 516 333 0221 P. 8 *braxy Search Compound jtevorf----���� Data File C:\GC= ATA\OZa39722.D Vial: 20 AM Qfl 4 Feb 97 S:49 an operator: Sample s DNA SIP 297+300 LISS= - RR Inst 3971 -KS viae /..^' A64 CQ702.97 Nuitiplr: l.00 Ksthod : Ci\G2)2XETK\020397:x Title : USE/NEUTRALS ACID MCTRACTABLES . Library : pRiPo�,.L .:. FCoTest lbs, enc. 977 S .D AVE NORTH GMYLOK PLY.11703 PAX �IJ No Library Search Compounds DeteCtod 02039722.D 020397.N Red Feb 05 15:03:43 1997 1 Page 1 � � � � PURCHASE ORDER No.: SR 1 2242 SOUTHOLD TOWN SOLID WASTE MANAGEMENT DISTRICT P.O. Box 962, Cutchogue, NY 11935-0962 (516) 734-7685 DATE gj 10 190q, ADDRESS XC PROJECT 4uJP-/ CW) /Ck;Ofe ....est- a4v A01 Please enter our order for the following items: ore- Quantity Description Unit Price Amount i i C-R► i j SPECIAL INSTRUCTIONS: 9 Bill to the above address 9 Tax exempt*A163554 * Purchase order number must appear on invoice,acknowledgement and packages ORDERED BY: Dept.Heed 1 VENnon COPY PU HASE ORDER No.: SR 24'2 SOUTHOLD TOWN SOLID WASTE MANAGEMENT DISTRICT P.O. Box 962,Cutchogue, NY 11935-0962 (516)7347685 DATE ADDRESS Please enter our order for the following items: r' QuMkigl Desaipdon Unit Price Amount y . r � SPECIAL INSTRUCTIONS: add ran ttom �inp #A1oMer number must appear on invoke,acknowledgement and packages v ORDERED BY: l 64� DWt Head VENDOR COPY -_ .- V — a� 13 - ►y - r ' � 5 t 1 Y V l � ► 1 �loel Q b4�v �� 0 _ FORMER MINING EA ED 1 i 1 / w• sDIF 1 i •� \ iMW-6D 1 // , ACTIVE: mw-3n 9 r\LAND'A AREA i / \compos l AREA / OVERHEAD ELECTRIC LII Ips FORMER LAND CLEAW DEBRIS E AND AM RIM �p o —COLLECTION`•WASTE OIL CENTER STORAGE STORAGE E " ^�- GARAGE C 0 A 1i mil II _ -� MW—,D ROAD ��- �� LEGEND �..~' r• IhCC1f!►1l7tIM1 ' KSCRIPTION � 1 r �)ays Rum V)&9 OP NtX-" • 77 J � I rID: 5163SO45 PAGE 1/2 MOV-25-97 15:20 FROM: t PRIVILEGE AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. It may contain privileged and confidential matter. If you have received this fax In error, please notify Dvirka us immediately by a collect telephone call to (516) .. 364-9890 and return the original to the sender by mail. and We will reimburse you for postage. Do not disclose the OMAW= contents to anyone. Thank-you. CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 a Fax:516-364-9045 D&B FAX NO: (5%) 364-9045 DATE: �s COMPANY NAME : ATTENTION: FAX NO.: FROM: SUBJECT �' JOB#: r Su NO. OF PAGES: (including cover sheet) MESSAGE: r tytt.ic y T �w. Na�v: r S �l� �,-e c0.11,t,t vie v�.a a ¢mow addi-�-t'�••�►,I p �a�1 THANK YOU: A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. �. _ _ _--_-_-= -_�•.._:__ _�� _ - _:-cam . t st �` y •mss_ �:J. � i \Du� t, /. , _ � �eFa I,Sr /P;K• - 'fit ;i +,��I�x• n A 1tl I ` , j� :,fir, a ?;,, rj 3.6 uV1 -- �r - G OLW " `"' •% _ - �t _ __�s< a.i,, .� .�y�`' i _ tib, '�. X -� l" Ln ;t �1 6 ern mjk U1 A co UTI L D - - - > 0IT 1 49 OD r o a �Z ." 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GAS r T f 3 E G Cl � c -1 , r IJO5 ® c (. ��1i Gr2 0 � HvLG t a iL • r 1 �D� f 12/22/1997 15:13 7347976 LANDFILL PAGE 01 sell I FORMER MINING \` II _ AREA I a ' MW--6D � � � /� ' ACTIVE MW-3n g• r\ANOFILI. AREA j^ / `compo$I AREA n � � MW-70 1000, / OAR EI.EGThIC FORMER LAMO CL OCORIS MIO AUTOI� OISPOSAI AREA C;OUFCTION WASTE OIL STORAGE STORAGEZ cn CENTER INC GARAGE G 0 / � ' VAWN (cowry 1D rN Roo _ LEGEND n �-+ nccr►i.r.»a i DESCW ON f i�t STI "' 1 5 / d D -&p z- ?b tt4D t// 1 � ^ 6r,7 V\`,�-�,,� — �a ADDiitavAt- C �I D rooNo f 01 _ PP- OVIRRKA AND BAFRTILUCCI MEMORANDUM TO: Thomas F. Maher FROM: Keith Robins DATE: August 11, 1999 SUBJECT: Design Investigation Test Pits and Test Trenches Southold Landfill D&B No. 1314-17213 On July 26 and July 27, 1999, 27 test pits and two (2) test trenches were excavated at the Southold Landfill. The purpose of the investigation was to determine the depth of cover where grading of waste at least 6' in depth will be required as part of the cap construction in the northeastern, northwestern, southwestern and southeastern portions of the site, and to determine the potential for generation of odors during grading. In addition, in selected locations, test pits were excavated to a depth of 12' to 13' in an attempt to find the bottom of the waste. Test pits DTP-1, DTP-2, DTP-2A, DTP-3, DTP-3A and DTP-4 were constructed in the southeastern portion of the site. Test pits DTP-5 through DTP-12 were constructed in the southwestern portion of the site. Test pits DTP-14 through DTP-26 were constructed in the northeastern portion of the site. Two test trenches, DTT-13 and DTT-14, were excavated in the northwestern portion of the site where storm water recharge basin No. 2 is proposed. The purpose of the test trenches was to determine the vertical extent of buried waste. Test pit and test trench locations are shown in Figure 1. Test pits and test trenches were excavated by the Town with a backhoe. The depths of the test pits ranged from 2 to 13 feet below grade. The test trenches ranged from 9 to 12 feet below grade. During the test pit and test trench excavation, logging was conducted to document waste and geologic characteristics of each test pit and test trench (refer to attached test pit and test trench logs). In addition, photographs were taken to record the contents of the test pits and test trenches, excavated soil and waste after each excavation. Upon completion of the test pits and test trenches, the excavated soil and waste material was backfilled and compacted at grade. Table 1 provides a summary description of each test pit. Table 2 provides a summary description of each test trench. Inspection of the material excavated from the test pits and test trenches revealed primarily three (3) waste types: municipal solid waste (MSW), construction and demolition debris (C&D), and metal debris. MSW typically consisted of household waste in plastic bags and other residential type waste, such as newspaper and other paper products. C&D was composed mainly of plastic, glass, wood (including tree trunks, roots and lumber), carpeting, OVIRKA AND BARTILUCCI Thomas F. Maher Page Two August 11, 1999 brick and concrete. The metal debris included scrap metal, car parts, pipes and equipment parts. The three different waste types were all mixed with varying amounts of sand, gravel and occasional clay. Test pits excavated in the southeastern portion of the site revealed cover ranging from 0 to 5' with relatively new waste, which exhibited little decomposition and strong odors. Test pits excavated in the southwestern portion of the site revealed a depth of cover ranging from 0 to 5' with significant amounts of C&D waste and the remains of older well decomposed waste. The test pits in this portion of the site had little landfill odor, except for DTP-8 and DTP-9 which indicated a strong landfill odor. Test trenches excavated in the northwestern portion of the site revealed little or no cover with large amounts of metal debris to a depth of 3' to 5', with little odor. Test pits excavated in the northeastern portion of the site revealed a depth of cover ranging from 0 to 1' with C&D, scrap metal, decomposed yard waste, some MSW mixed with sand and gravel down to 11' in depth with little landfill odor. KSRAd,bl,kd cc: J. Bunchuck(Town of Southold) C. Velsor(D&B) D. Glass (D&B) ♦1314\KSR99-OI.LTR(RO4) Table 1 SOUTHOLD LANDFILL TEST PIT AND TEST TRENCH PROGRAM SUMMARY DESCRIPTION OF TEST PITS Approximate Dimensions (in feet) Test Pit Number Length x Depth x Width Description of Material Southeastern DTP-1 7 x 2 x 4 _ (0-2') C&D and MSW_ DTP-2 7 x 2 x 4 (0-2') C&D,MSW and scrap metal DTP-2A 10 x 4 x 4 (0-2') Sand and gravel (2-4') MSW and C&D DTP-3 10 x 3 x 4 (0-2') Sand and gravel _ (2'-3') MSW DTP-3A 10 x 7 x 4 (0-4') Soil (4'-7') MSW mixed with sand DTP-4 -- 10 x 6 x 4 T (0-5') Sand, gravel, silt (5'-6') MSW and C&D Southwestern DTP-5 15 x 11 x 4 (0-11/2') Sand(daily cover) (1 lh-3') Sand gravel, cobbles (3'-5') Sand(daily cover) (5'-11') C&D, and metal debris DTP-6 15 x 10 x 4 (0-2') Sand (2'-4') Backfill, trace C&D (4'-5') Sand (5'-6') Clay (5'-10') Trace C&D and metal 10 x 5 x 4 _ 0-5 C&D, large abundant concrete slabs DTP-8 10 x 10 x 4 (0-2') Soil (daily cover) (2-10') _C&D, with soil metal debris DTP-9 15 x 8 x 4 (0-2') Topsoil - sand and gravel (2'-8') C&D, MSW, metal debris, mixed sand and cobbles DTP-10 10 x 6 x 4 (0-2') Sand(daily cover) (2'-6') C&D and scrap metal DTP-11 15 x 12 x 4 (0-2') Sand and gravel (2'-12') C&D, MSW and scrap metal mixed with sand and cobbles DTP-12 — Y 15 x 13 x 4 _ (0-1') Topsoil (1'-10') C&D, MSW and scrap metal mixed with sand (10'-13') Sand and gavel ♦1314\F0803902.D0QR02) j_ Table 1 (continued) SOUTHOLD LANDFILL TEST PIT AND TEST TRENCH PROGRAM SUMMARY DESCRIPTION OF TEST PITS Approximate Dimensions (in feet) Test Pit Number Length x Depth x Width Description of Material Northeastern DTP-14 10 x 6 x 4 (0-2') Topsoil, trace plastic (2'-6') Sand, gravel mixed with C&D DTP-15 10 x 5 x 4 (0-11/2') Topsoil, sand, gravel, roots (1 1/z'-5') Soil with decomposed compost,C&D — and scrap metal DTP-16 5 x 4 x 4 (0-4') C&D DTP-17 5 x 5 x 4 (0-5') C&D and scra=metal ed with daily cover , DTP-18 5 x 7 x 4 (0-2') Topsoil, shells, cobbles, gravel ..............___.-_ _..._-.—_._(2'-7')_ C&D, scrap metal mixed with sand —DTP-19 10 x 5 x 4 (0-2') Solid clay with compost at surface _._.........`_ _ (2'-5') C&D and scrap metal DTP-20 7 x 4 x 4 (0-1/i') Daily cover and roots —�-. --.-.--...._...._ - (1/z' -4') C&D mixed with soil DTP-21 10 x 101/z x 4 (0-11/2') Clay and debris at surface (1 1/z'A 01/2') Trace amounts of C&D, trace scrap _ metal DTP-22 5 x 5 x 4 (0-1') Clay and trace debris at surface (1'-5') C&D, trace scrap metal,mixed with soil, gravel, cobbles DTP-23 10 x 11 x4 (0-1') Clay and trace debris at surface (F-11') C&D, decomposed wood, mixed with sand andavel DTP-24 5 x 5 x 4 (0-1') Clay, trace vegetation, roots (1'-5') MSW and C&D, scrap metal mixed with sand and avel DTP-25 5 x 9 x 4 (0-9') C&D and scrap metal mixed with sand and gravel DTP-26 10 x 5 x 4 (0-5') C&D, scrap metal, tires, with decomposed branches mixed with sand and gravel .t314\F0803902.D0QR02) �- Table 2 SOUTHOLD LANDFILL TEST PIT AND TEST TRENCH PROGRAM SUMMARY DESCRIPTION OF TEST TRENCHES Approximate Dimensions (in feet) Test Trench Length x Depth x Width Description of Material Northwestern DTT-13 20 x 9 x 4 (0-3') Scrap metal, car parts, trace C&D (3'-5') Gray clayey soil (5'-9') Sand and gravel DTT-14 30x 12 x 4 (0-2') Sand, gravel, trace metal and trace C&D (2'-5') Sand, gravel, trace scrap metal, concrete pieces 5'-12') Sand, gjavel, layers of clayey silt •1314TO803902.DOC(R02) 3- AND I N BARIMUCCI • Iif TEST PIT LOG T TEST PR PROJECT NO./NAME LOCA71ON l3rY-F�-- JOUIL,0 if 501VA.14 LF DCCAVATOR/EQuff NT/OPERATOR Jb�^ Deems l b C �jkc(��Q l JI,..• I�1Sr^EC'CR/CFF?CE STARTIRNISH DATE ELEVATION OF: GROUND SURFACE/BOTTOM OF PR CONDITION OF PR (FT.ABOVE MSL) REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS D — 6 Cv,�'d e 0 — —/ 6A(64 2 1ti1 CID A � W lie j � e 3 r ( Q b„�d U�f �k f�� S��•y t.�,,,),tz(l bCW� p4� 4 s 6 7 8 9 10 11 12 13 14 1S NJDFPI'PL jjnoAND . N BARTELLIM I f TEST PIT LOG T TEST PR .N .). I L PROJECT NO./NAME LOCATION lsty—F�- �vv��cla LF Sou1�-o(� LF EXCAVATOR/EQUIPMENT/OPERATOR j-4, D evz ?1v C 6,4(,,,ie/—sl *r,,, II`IspEC CR/CFFICF START/FINISH DATE I�P� t ►, R061AJ /xt8 ?4f,f55 ELF/A71ON OF: GROUND SURFACE/BOTTOM OF PR CONDITION OF PR (FT.ABOVE MSU REMARKS -To I ,-r V, SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS 0 0- 2) �jtir �k�R �t1,11 jor 1 4 e r , c t 2 �C�� )e cer M t vs 1n.,�1, o�� 3 4 S 6 7 8 9 10 11 12 13 14 15 NJDEPM AND NdDo BARIUUCCI TEST PIT LOG TEST FIT .a A PROJECT NO./NAME LOCATION r .j / EXCAVATOR/ECUIPMENT/OPERATOR J b D re ? D C ItlST=EC'CR/CFF!CF START/ ISH DATE ,ee,74 t,j res rt 7/44M, " 9 � ELEVATION OR GROUND SURFACE/BOTTOM OF PIT CONDITION OF PIT (FT.ABOVE MSL) REMARKS ' ) SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS 1 Soy j «�S+S I l�ij Q 2 3 rwWrj 4 f lLsllc lof les s y 11 di,, ( Mi*Xe4 IN�� {. c0vf/ U 6 8 9 10 11 12 13 14 15 NJDEVTPL AND N Cluo BARTELLTCCI i ( 7P;j TEST PIT LOG 31 TEST PIT PROJECT NO./NAME LOCATION EXCAVATOR/EGUIPMEW/OPERATOR jo k^ D eer y ?/p C b k c j� o C ( 7 "• Im%:sc'CR/CFRCT: ll START/FINISH DATE keit rcolf"i / )l r, 1.6 Zi4 - 77.6 I ELEVATION OF: GROUND SURFACE/BOTTOM OF PR CONDITION OF PR (FT.ABOVE MSU J REMARKS; ?b p SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS 0 (0— L I6l,cr — brvwn 54,,4 1 0,v k I _ 2 7 1) P�-*(9 3 s a 6 7 8 9 10 11 12 13 14 13 NJDEPTPL DVIRKA TEST PR LOCATION SKETCH MAP AND N dbo BARTELUCCI -r -3 A P x TEST PIT LOG TE PROJECT NO./NAME LOCATION fo J a a k^ r i3#-F)- EXCAVATOR/EQUIPMENT/OPERATOR lip I�tSC'•CR/CFF!CE START/FINISH DATE MPt��, ELEVATION OF: GROUND SURFACE/BOTTOM OF PR CONDITION OF PIT (FT.ABOVE MSL) c� REMARKS: Tv y r SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS 1 2 31 3 4 - s 7b of wc�sfC (�q 6 acro r a C1ot� , M1rer� 6 + GTI. s L Af 10 NJ 11 ,l 12 13 14 15 NJDFPTPL AND N CIDOBARTELLICCI I 1P''f x TEST PIT LOG T TEST FIT 4 PROJECT NO./NAME ) LOCATION ply— F�L jv✓��,a�4 Lr So ,Ao (J Lt, )r-il EXCAVATOR/EQUIPMENT/OPERATOR JD�IJ n bQC,2 '!n 16 C thct«.,Q 1w jtls EC'CR/CFF?Cs START/FI ISH DATE ELEVATION OR GROUND%ffACE/BOTTOM OF PR CONDITION OF PR (FT.ABOVE MSU REMARKS: 70 1..r c t � SAMPLE OVA DEPTH iNTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS I 0 D —S Dil(k C 5 me jAl pleas , I-vd ber ,k .fitrX k-A �QMtoj� grf��y 6 7 S 9 10 I1 12 13 14 15 NJDEPTPL ArmCIDO 0 1 Q-S TEST PIT LOG T X W-rpTEST PTr S PROJECT NO./NAME LOCATION 1py -p- so'lLtW IA-0 ZF EXCAVATOR/EQUIPMENT/OPERATOR J'y 1 WO 13""tee 1T/M il`ISFEC'^R/CFRCS START/FINISH DATE 1(e,l , �4 /' bt -7 1-6 SS— 7 ELEVATION OF: GROUND SURFACE/BOTTOM OF PTT CONDITION OF PIT (FT.ABOVE MSS / REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMAR0 1 t<kC �l j 2 � / (oll s &Ae-K C, j co 6 / 6 6es 73' S �) L13Lt 14n ��, �L ri vV, a ( J ✓ / 1(' I 9 ` / �b/� i w 4 f 1(' kT 10 (S - 119 c t J free ��tsJ 1 ( .�-� 11 I by S weld �e c+M�b.� tea}� Baa f 12 9gr6age � CI(�SS� /"�ef/� J 14 pieces fclK( rye �k I 15 NJDEpTPL aDoAND N I BARTII.UCCI TEST PIT LOG T TP- x TEST PIT .7P_ PROJECT NO./NAME LOCATION 30-fes EXCAVATOR/EQUIPMENT/OPERATOR T°�+j '4-eCe 7 (o I�tSi:EC CR/C�F?CE Q / / �j STAPT/KNISH DATE 71;-411-) - ELEVATION ;-4 ) _ELEVATION OF: GROUND SURFACE/BOTTOM OF PR CONDITI N OF PR (FT.ABOVE MSU REMARKS 'T3 ,SAC_ SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS U I(� - z> UU Ork, -P�(bwn 1 \ 2 6'fp 3 TbP of w�S� t 4 � \ S4e4cf 6u� �LtS �ti1S � Wlf� 7 8 ray 7 1011 2 n 12 13 ' St-a 4 6u e/'�. _ ,71or%� A l 14 �0 t `t N !� sk. (u►r Q I �VG�I V S a ; 1 J 15 NJDEE VTPL u I A"",a no AND N dBARTELUCCI TEST PIT LOG T TEST PR N PROJECT NO./NAME LOCATION I l /3/'7_FZ �� favfi�� (rl C��N �1�1 EXCAVATOR/ECUIPMENT/OPERATOR d ^ Dart 9(o C _41--k t,,Q f II`1SPEC'CR/CFPCE J START/FINISH DATE /6, y zz ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION OF PIT (FT.ABOVE MSL) / vis 44 6 I REMARKS: SAMPLE OVA D9nH iNiERVAL SCREEN DESCRIPTION OF MATERIALS REnAARIGS 2 3 fed 6nc,� . 4 - 5 6 7 8 9 10 11 12 13 14 15 NJDE PM AND• N CLO BARTELLCCI i TEST PIT LOG TEST PR Na-7-P-8 PROJECT NO./NAME LOCATION i 3!Y— Fi S�„�l�o a �.F So""'f�,o�.l E(CAVATOR/EQUIPMENT/OPERATOR f It EC'CR/CFpCE START/Fl ISH/ DATE c ELEVATION OF: GROUND SURFACE/BOTTOM OF PR CONIDMOh OF PR (FT.ABOVE MSL) r 1 REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS o 10—Z� Pj(k�lc — Gre7 5� � P411 7y cove r / Tbp uF w,411t 2 lL—�° G�ir6kyz, p (���<<� I A t 2�l // L � J 3 /14Q�lt J lvbv�� Mm)-ye) l' I k l t 1 1 1 1 )()T ri �h -La J�L l UM s tv,"e C on � e� 6(4 L� C.(h 6 1017 7 8 9 10 11 12 13 14 15 NJDFPM _ AN°cloo BARTILUCCI I ' TEST PIT LOG IT 7P —9x TEST PRN PROJECT NO./NAME vt u(a LF LOCATION) d JJ kc,tJ Lc ^A(/ /3rd— Fi DCCAVATOR/ECUIPMENT/OPERATOR � (Q l �j a�lC k1A / I �ISPEC'CR/CFF!CE !a START/ NISH DATE I �vpir(f' ELEVATION OF: GROUND SURFACEMOTTOM OF PR CONDITION OF PIT (FT.ABOVE MSIJ ) L dZ REMARKS: SAMPLE OVA REMARKS DOTH INTERVAL SCREEN DESCRIPTION OF MATERIALS 0 ' ) (3C11wA fa ,,� L . 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X TEST PIT LOG T TEST PRN 7 f-jq PROJECT NO./NAME LOCATION so,Ik a LF EXCAVATOR/EQUIPMENT/OPERATOR 'T� IfiSFECrCR/CFF? START/FINISH DATE )-, 5� — ? i,M j ELEVATION OF: GROUND SURFACE OTTOM OF PR CONDITION OF PR (FT.ABOVE MSU REMARKS: �`� k 4 SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKSl 1LT o F wASJP— .4 r4� C0 � l O^� J C-1 �/ Co�S►i� l G1 1f t1vo0 , lI 41 2 �w 4 S ' 6 7 8 9 10 11 12 13 14 15 NJDEFM 0 AND N BARTELUCCII X 7p-18 ,. TEST PIT LOG TEST PIT �P 18 PROJECT NO./NAME LOCATION '314-F)- S��t1,� id LF EXCAVATOR/EQUIPMENT/OPERATOR J-A" ?` c L3 cc 4 v c f yl M' START/FINISH DATE IttSl✓EC�CR/CFF'CE �/�7 R, 6 ,,,s D a / ELEVATION OF: GROUND SURFACE/BOTTOM OF PR CONDITION OF PR (FT.ABOVE MSL) REMARKS: To u f SAMPLE OVA REMARKS DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS 1) H.t'� 'TD Sri 0 (� — a- �jrown J�Or � ) 1 roti , s a7e P G{ Wc.TE 3 S�^ � AT (LIM6er , 5 6 4ra(.e. 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S 9 10 it 12 13 14 15 NJDFPIYL AND N dLo) BARTELL'CCI 'tP x ' TEST PIT LOG T r TEST PfT 'a p PROJECT NO./NAME / LOCATION /9—Fl to A.(� `�" .�u✓7��101'� Lu ,r�Fil EXCAVATOR/EQUIPMENT/OPERATOR J' D PDQ Wo o C INSPEC'•CR/CFF?CE START/FINISH DATE 1ke(1� �r � ins � � �s — 1 M I ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION 4 PR (FT.ABOVE MSU REMARKS, To (4,4 L t,J S y 44,-c , SAMPLE OVA DEPTH IMERVAL SCREENDESCf21PTiON OF MATERIALS RIRAARKS R D-6�� bJ ( 9 r'Avc I) ki y Cove( ts � r � '1♦ ) C -Tb v-t^Wi,she A T 2 lvmt?r, PIAslic/ C (01 / 3 C4refs , 4 �, rvNn Sri 1 , 5 6 7 8 9 10 11 12 13 14 15 NIDEPIPL AND TE.UCCI I N AR B T P--2,( I X _ TEST PIT LOG T TEST PIT NQ.jP-2 PROJECT NO./NAME LOCATION Lf EXCAVATOR/EQUIPMENT/OPERATOR �b�^ ?119 L /���K�c IttSr^EC'CR/C'�?CI: STAPT/FINISH DATE zz ELEVATION OF: GROLM SURFACE/BOTTOM OF PIT CONDITION OF PR (FT.ABOVE MW , / REMARKS: ; p h.4s�C c� frtiM�te ( , l� / �P`b`� rr-,4� SAMPLE OVA REMARIG DOTH INTERVAL SCREEN DESCRIPTION OF MATERIALS U �-)C Ardwn Sv(t1 r��-� � �,ly�c�v-erg 14e6,R 1 � 2 f` / 0� 3 «",D c�Ns��tI 4 +rte lnrs / (►��lR 6 nc�S Sc ,k� ►moi c Co 6 9 6 C� 10 11 12 13 14 15 NTDEFTPL. aboAND IN BARTEL CCI X -Tp_Zz ' TEST PIT LOG T TEST PITP,z� PROJECT NO./NAME LOCATION /3�y-Fz f��1�➢ la �.F f��►,fll� �.Fi���ll EXCAVATOR/EGUIPMEM/OPERATOR J-�k^ rQ 9/0 G 9&,J<"e �^ I�iSrEC'CR/C'�?Ct START/KNISH DATE ELEVATION OP GROUND SLIRFACE/BOTTOM OF PIT CONDITI OF PIT (Ff.ABOVE MSL) REMARKS: SAMPLE OVA DEPTH IAL SCREEN DESCRIPTION OF MATERIALS (0 , < I / grown olk 'fr..ct debrlS cJ 1 2 ( 1 1 11 3 I ye 5 w�-ti� s(rG,P rvlel I f^-� 6 ` 1 'A') gown Syr ) 7 Cob 6 Lp), f ru.6t 6 or- 8 9 10 11 12 13 14 15 NJDFPiPL AND N 7P z� CIDO BARTELUCCI X TEST PIT LOG TEST PIT N TP_ I 2; PROJECT NO./NAME LOCATION 131` -(-L 50vj .JA LF .jbvt�o?d LF EXCAVATOR/EQUIPMENT/OPERATOR 1oh� ° C f3 K-"� Irl rEC'CR/CFPCC START/KNISH DATE ke'f � R"6i„s b 6 Z L7 f5 — ?/K7 i`, ELEVATION OF: GROUND SURFACE/BOTfOM OF PIT CONDITION OF PR (FT.ABOVE MSU REVWRK&- Tv nc s'te SAMPLE OVA DH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMAfBCS A I 1 de Iris 0 SSI-hC f _ 2 , �I ') C� I Co S�s��Mi I I ( )') 6i�au rra�Q 0 f C(nrr l'e P14sl,C/ 6 C(Dt� of ik �tCu USP T p,, j / c,,66/P-.) j e,4 ) ) Inri f� j jr 9 10 11 12 13 14 15 NJDFP PL dDo AND I L:L BARTELUCCI TEST PIT LOG T TEsr PIr P Traq --±PROJECT NO./NAME LOCATION X31 q_Fy - EXCAVATOR/ECUIPAEM/OPERATOR Ir1SrEC'CR/CrF!C� U e2 START/KNISH DATE ELEVATION OP GROUND SURFACE/BOTTOM OF PR co ON OF PR (Fr.ABOVE MSU REMARK 7b p P�' IvAI �Q a 1< ( 19 SANvLE OVA RI ARIM DSM4 imEwVAL SCREEN DESCRIPTION OF MATERIALS G�h c(K� � k► (y cuvPf h.� ve 1 f���v,. — _ wLo-e c,-} 4 6 7 �ru +^ SGS �`• S 9 10 11 12 13 14 15 NJDEPI'PL iDo BAR'TELUCCI " TEST PIT LOG TL==mm= TEST PR NQS v, PROJECT NO./NAA& LOCATION EXCAVATOR/EQUF%*NT/OPERATOR bet fe.., L o L a s K" IT JSrEC'CR/CFF?CE STARTMNISH DATE �eA Mils !Ll, ELEVATION OF: GROUND SURFACE/BOTTOM oO PrrM6NOF PR (FT.ABOVE MSL) W54 K k� REINARKS SAMPLE OVA DEPTH INTERVAL SaM DESCRIPTION OF MATERIALS D A, cvv_t( �dt�c R4'°^ jrl 7 0 — � .� do o o� InrGS l'_ 1,kJSvr�kcf, 3 �45 �1C pjfck2 brt 4 reef ti C Orr 91' ( I n l� 1 ►���w 5 �o)Q S/ 4re-u l u,) / r 6 ry 4 c / r lofit ((4� cs M1 YJ p 9 10 11 12 13 14 15 NJ)EVM AND NCID BARTELLiCCI T f— z TEST PIT LOG TE=pffl Z PROJECT NO./ 15vvj�014 7 L LOC'��ON77 J f ell I EXCAVATOR/EQUIPMEM/OPERATORv n �j '1�,� L �3 c r_I��ue /,T/l r� RtJSFEC CR/CFPCS START FlNI DATE ELEVATION OR GROUND%WACE/BOTTOM OF PIT CONDITION OF PIT (FT.ABOVE MSU REMARKS:- SAMPLE OVA REMARKS DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS ��+ 1 o _st CID c (ufih , �� dC' ►�kSle Gt� fk �. 1 /4Sfr--/ I�o,mb-Pr rlpzt fc rkr I I 3 f treS bels 5�1 �� 1pS� :> l 4 f(es s qt L� 6 n,,,C su �► � d Ck 6 S , not 7 s 9 10 it 12 13 14 15 NIDEIMIL AND N 1 BARTE LIM TRENcR L.o(- T TE PR NO. 1 J PROJECT NO./NAME LOCATION )3,q— r-a- sO All O LF Sn���.�l 4 LF DCCAVATOR/EGUIPMENVOPERATOR Jb 1,,, p QP re 9 AAC ko IS I INSrEC'^R/CFPCE START/KNISH DATE ll � R16 -1s 2-4/11 - 7 ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION OF PR (FT.ABOVE MSU REMARKS 7v u-( w4�t� �� (LG.1�.Sv('fh� � 6oii0,- SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS � ) SCrY SAI 2 �� re �� Cur 6kt�Prte� 3 —���,�e �(<f�< < / 6flc(CS 3� �,� �}�� vT Inr4if•'- 4 � - 5 ( T v4P- 6 ( � �� d r,4,ye z 8 9 10 11 12 13 14 15 NJD&7M DoAND � N BARTII.UCCI TESrt TREOCR Lc,6 �T-►-► TEST PfT . .r 1 PROJECT NO./NAME (� Lf� tL SU�r X01 a G [ I DCCAVATOR/EGUIPMENT/OPERATOR �t o L ITI�EC'CR/C�F'C: START/FINISH DATE 17 i s- -)-7 ELEVATION OF: GROUND SURFACE/BOTTOM OF PR CONDITION OF PIT (FT.ABOVE MSU UA4k6 REIMAWS: ?V 0 Uas`�e k� LfjndIyrFkIQ / �� 6,jln^ 5 SAMPLE OVA REMARKS DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS -ru r� wjSf 5 J lkSS/ � i<-ef� 1 . 3 Lo s 4 � LiJ I 7rkcQ �inCrt{e f (j pteu1 5 &J yfµvQ- , l 6 o l 7 N ���ve (7* S s 9 10 11 12 13 14 15 NJDEVM Dvirka- and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@woddnet.att.net July 23, 1998 Jean Cochran, Supervisor Town of Southold 53095 Main Road P.O. Box 1179 Southold,NY 11971 Re: Southold Landfill Closure D&B No. 1314-F Dear Supervisor Cochran: The enclosed memorandum summarizes the results of the test trench excavation program undertaken at the landfill on June 29 and 30, 1998 in accordance with the scope of work presented in my letter to you of June 10, 1998. The primary purpose of the program was to determine if buried waste is present in the southern former scavenger waste lagoon and the northwest corner of the landfill in order to determine if it would be necessary to fill and cap the lagoons and if either of these areas could be used for construction of a storm water recharge basin in support of closure efforts. Previous test pit excavations undertaken in the northern scavenger waste lagoon by the Town indicated waste beneath the floor of the lagoon. As indicated in the enclosed memorandum, waste was found to be present in both areas. Waste in the southernmost former scavenger waste lagoon was found to be present in the sidewalls of the lagoon and to extend to greater than 10 feet below the bottom of the lagoon. In the northwest corner of the landfill, the test trench excavations revealed buried waste consisting mostly of large metal debris (e.g., truck axles, scrap metal, pipe, etc.) to a depth of approximately 6 feet below ground surface. Based on these findings and the results of prior subsurface investigations, we have concluded that the former scavenger waste lagoons cannot be used for storm water recharge. As part of the closure, the lagoons will need to be filled and covered by the capping system. We are continuing to pursue the use of alternative materials (e.g., Eastchester Bay dredge material, Waste Management's glass sand, and other sources of material)for filling the scavenger waste lagoons. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. OVIAKA AND BARTILUCCI Jean Cochran, Supervisor Page Two Town of Southold July 23, 1998 In order to construct the recharge basin in the northwest corner of the landfill, excavation and removal of the metal debris which was encountered there will be required. It may be possible to recover this material as scrap metal for recycling. The soil removed from this area will be used for contour grading material for the western portion of the landfill. This will be included in the landfill closure construction specifications. As indicated in our letter to you of June 10, 1998, it will still be necessary to advance a soil boring in the area of the planned northwest recharge basin to verify that there are no deep (i.e., greater than 15 feet below ground surface) subsurface confining units (e.g., clay) present in this area which would hinder the recharge of storm water. We are in the process of scheduling this effort. Please do not hesitate to contact me if you have any questions regarding this matter. I am also available to discuss this matter with you if you desire. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/DSG/cmc cc: A. Hussie (Town of Southold) J.Basshmak,jawn of Sou ) D. Glass (D&B) ♦1314\TFM98-16.LTR(R02) OVIRKA AND BAATILUCCI MEMORANDUM TO: Thomas F. Maher FROM: Keith Robins DATE: July 21, 1998 SUBJECT: Test Trench Excavation Program June 29 and 30, 1998 Southold Landfill D&B No. 1314 Between June 29 and June 30, 1998, Dvirka and Bartilucci Consulting Engineers (D&B) directed the excavation of ten (10) test trenches at the Southold Landfill. The purpose of the test trench program was to determine the extent of buried waste in the vicinity of the proposed northwest recharge basin and in the southern portion of the former scavenger waste lagoons. (The northern portion of the scavenger waste lagoons was previously investigated by the Town.) Test trenches TP-NWRB-1, TP- NWRB-2, TP-NWRB-3, TP-NWRB-4 and TP-NWRB-5 were constructed in the vicinity of the proposed northwest recharge basin. Test trenches TP-SWL-1, TP-SWL-2, TP-SWL-3, TP-SWL-4 and TP-SWL-5 were constructed in the southern portion of the former scavenger waste lagoon. The test trench locations are shown in Figure 1. Initial land clearing in the vicinity of the test trenches was performed by the Town. The test trenches were then staked and labeled in the field. Test trenches were excavated by the Town with a backhoe. The depths of the test trenches ranged from 9 to 15 feet below grade which represented the depth to native material, the vertical extent of the test trench stability, or, in some instances,perched water, whichever was encountered first. During test trench excavation, logging was conducted to document waste and geologic characteristics of each test trench (see Test Trench Logs in Attachment 1), and sketches of the test trench contents and dimensions were recorded (see Test Trench Profiles also in Attachment 1). In addition, photographs were taken to record the contents of the test trenches, and excavated soil and waste after each excavation. Excavated soil and waste material was staged adjacent to the test trenches for backfilling at a later time. Table 1 provides a summary description of each test trench, including dimensions and content. Inspection of material excavated from the test trenches revealed primarily four (4) waste types— municipal solid waste (MSW), construction and demolition debris (C&D), large metal debris and black stained sand and clay. In general, test trenches constructed in the northwestern portion of the site indicated metal debris, C&D material and black stained clay and sand. Test trenches constructed in the southern portion of the former scavenger waste lagoon revealed metal debris, C&D, MSW material and black stained sand and clay. MSW typically consisted of household wastes in plastic bags and other residential type wastes, such as newspapers and other paper products. C&D was comprised mainly of plastic, glass, wood (including tree trunks, roots and lumber), carpeting, brick and concrete. The large metal debris included vehicle axles, scrap metal, pipes and equipment parts. At several locations black stained sand and clay was mixed within and below the MSW and C&D material. KSR/bl,cc ♦1314/KSR98-01(R03) LEGEND -__- - \j\ � Y9 x - - - -- _ _- -- - - MW-6S EXISTING GOUNDWATER MONITORING WELL _ APPROXIMATE LIMIT ' -N"RB-2 STEST TRENCH OF PROPOSED -- - _. 9� RECHARGE BASIN C; , : TP- NWRB- 1 ----- un I _ - X C _ X _ I � \ TP- NWRB- 2 1 . M W—6 S J _ X -_ -�EL.52.66 48,8 -- -- _- -- - __ - - - - - - r \ M W—6 D =_ - - - -- — -- - --- - --- 1, - \ — _ - — - - - --- - _EL.52.37 , 4.8_._1 TP- N - - WRB- 3 - r X 49,8 41.9 ' -*-y, . a; - / i ! \ /, 48.7 I C i - 'TP- SWL- 2V. EE / -- 4. -- f� 8x` TP SWL 4 `f TP- NWRB- 4 TP- X26.1 \ , - - S WL- 1 _ --- TP- NWRB- 5 - = -_ _ =TP-SWL- 3 �-7 ,, - _ - - - _ _ ---�_ ��c_�t-� 49.8 — - ----- TP-SWL 5 49.4x 0 40 80 N N I TOWN OF SOUTHOLD - SOUTHOLD LANDFILL � NC JUNE 1998 TEST TRENCH PROGRAM Dvirka and Bartilucci O Consulting Engineers TEST TRENCH LOCATION MAP ti�aA Division of William F. Cosulich Associates, P.C. opo FIGURE NO. 1 Table 1 SOUTHOLD LANDFILL TEST TRENCH PROGRAM SUMMARY DESCRIPTION OF TEST TRENCHES Approximate Dimensions Test Trench (in feet) Description of Test Trench Material Number Length x Depth x Width in order of descending content) TP-NWRB-1 60 x 9 x 3 Sand, silty clay, sand TP-NWRB-2 60 x 9 x 3 Metal debris, sand some black stained clay TP-NWRB-3 55 x13 x 3 Metal debris, C&D, black stained soil, sand TP-NWRB-4 14 x12 x 3 Metal debris, C&D,black stained clayey sand TP-NWRB-5 35 x 7.5 x 36 Metal debris, C&D, black stained clayey soil TP-SWL-1 14 x 10 x 10 Metal debris, C&D, sand TP-SWL-2 10 x 5 x 3 MSW and C&D mixed with black stained sand TP-SWL-3 25 x 12.5 x 3 Metal debris, MSW and C&D mixed with black sand Metal debris, MSW and C&D, mixed with black TP-SWL-4 10 x 15 x 3 stained sandy clay Metal debris, C&D mixed with sand, C&D mixed TP-SWL-5 15 x 15.5 x 3 with black stained soil, sand Note: MSW - Municipal Solid Waste C&D - Construction and Demolition Debris ♦1314/P0713804.doc(RO1) DVIRKA TEST TION SKETCH MAP AND s 4 O BARTILUCCI �( S TEST PIT LOG TETPIT NO.8 T PROJECT NO./NAME 1 i/ LOCATION 13N S v'�t�o id t�^o(,(1 P � e�lof��,M,Cti'1 �c�,wr '�tiStn f EXCAVATOR/EQUIPMENT/OPERATOR ack z INSPECTOR/OFFICE START/FINISH DATE e-t A 906111s 6 13, 9 1 w ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION OF PIT (FT.ABOVE MSL) J A 6 re REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS 1 rbLv k T4,17 4�t A, yf�1►� 1 "f'r4cf 4r�.uv^I f 2 i /� a 6 s I.��ak�i- Ori^�� 3 4 V 5 f A, � yr five �� looms. - 6 ro iii 8 9 En,l Tfe�c�, 9 FT by 10 1i 12 13 14 t3 NJDE?PTPI_ dbDVIRKA AND LOCATION SKETCH BAR'nLUCCI Project --- b v o f L ^��l I Sam le Crew Sample(s) Location(s) Top — ►vw- Rn Sample(s) and/or Well Number(s) Location of sample points,wells, borings,etc.,with reference to three permanent reference points. Measure all distances,clearly label roads, wells and permanent features. N sT4111' 54A hro'�' I��Rck rowl i. J J y OC�nt�� 54�� Svrn� 4jrc.� Sc �� �j C' cL b 3 4� w c C"�►� o c9 i rUN,}� S � 11 �r w to is 40 c V O LS b• DVIRKA . TEST P ATION SKETCH MAP 0 AND BARTMUCCI TEST PTT LOG TEST PIT NO. w- PROJECT NO./ AME LOCATION 1 Vso v t 4. (1 Li ,dr, Possi6�q -A L EXCAVATOR/E9UJPME //OPERATOR �4 C ( l�1/ INSPECTOR/OFFIC�,/ START/FINISH DATE lac ilk 1Qd6 fns (0 zt5w ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION OF T (FT.ABOVE MSL) V hS 4(,Le REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS 0 0 — 1 O / /�fi!►,,1_ �j' sc,n� Q(ur� + AfjllhJ e avot.a fro,.fro,.,ravt l 641 , s1. 4 3 JJ ) Q — W tl s4f ^11 (� 1 r 4�Q t "Okl4 1 J I {ron !l'A 4 Cwoo un Cif 4'. TA p�4i4l 1 A 19 14 S S• l _ dlo It Ir4cl u f e 6 _ r r00rHn4L StiAa 4+� j rav2( 14yQrJ J• �+< ���y 9 Cl4�t of (2.s 10 J 11 12 13 14 1S NJDEMM DVIRKA • 0 O AND LOCATION SKETCH d13ARTILUCCI Project --- .ro v f�� d G �� �I Sample Crew Sample(s) Location(s) TO AIV 2_ Sample(s) and/or Well Number(s) Location of sample points,wells, borings,etc.,with reference to ante permanent reference points. Measure all distances,clearly label roads, wells and permanent features. q !v . s -rte, uz p lis{ � I h tY1��•�11 1`�k'1►J`� tt 1 1 "rl&A\nyc II i 0 ( 0 - 19 1 � rxei 1, l` Co C-f P- ru -rutc � '-s+IL , rub b e- .4 -s4 'i nt izecQ »��4 ���.t C ��t.�Q y I �r "Y' -A4 V11) k1le d(n �,, I 4v SU 6 0 LS boDVIRKA TEST PIT LOCATION SKETCH MAP AND BARTELUCCI S TEST PIT LOG P * PNu A6-3 PROJECT NO./NAME LOCATION 'rovikia (l LoOl /13tj A'wt 4 6f� &4 3 EXCAVATOR/EQUIPyNT/_OP TOR INSPECTOR/OFFICE START/FINISH DATE l(c,j L >Rv 6 ins 4 ZY s� ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION OF PIT (FT.ABOVE MSL) (/,1146& REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS u n 2 Ise rp, fo ruN0 }�atQ anwu+�) w�`��► d�.�tt !3 N Mrs S o, r i 4 NMS(J��4int! nJ ue�P�fS� c jka� S � � ♦�� InrRttc 6 — — — 9 10 rha of 7et>' 7rf1t� 11 12 13 14 !S NJDEPTPL . DVIRKA . O AND LOCATION SKETCH dBARnLUCCI Project ay f `� T t( Sample Crew Sample(s) Locations) ' Sample(s) and/or Well Number(s) Location of sample points,wells, borings,etc.,with reference to three permanent reference points. Measure all distances,clearly label mads, wells and permanent features. �,� IStbr�4k n S � J L I ��6lec,Sc��P e,�j �►v�sJ'���� ���k �N�� I.�� �►��-� w. � �yAC :Clt y i �4c( ( WMAA) poJi� v� l i LS- d Lit << ,.,b� vase L,4-e, I 0 (J NP Y �h•� t ( I Z,� t4aL� Sol( l N� t9 to 30 Flo v 6b ?o LS • DVIRKA TEST PR LOCATION SKETCH MAP bo AND BARTELUCCI / N S TEST PIT LOG rt p TEST PIT PROJECT NO./NAME ( / LOCATION L '-fH $,$b% Y EXCAVATOR/Ea IPME OPERATOR U 4Ge- INSPECTOR/OFFICE START/FINISH DATE ELEVATION OF: GROUND SURFACE/BOTTOM OF PR CONDITION OF PIT (FT.ABOVE MSL) U n%I QL (X REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS ff Ll S 1CL., L-rt ) plpeS 2 3 � 4 64AL inQ� �Ck ) -t 5 6 ,,,,.-der ►J, l 4 KI pit W-6 u-s to o f l 4L JZU-+' 11 12 13 14 15 NJDE MM DVIRKA ! • 0 AND LOCATION SKETCH dBARIILUCCI Project -- �1 6 V j -�'""� 1 Sample Crew le, A 6/fS Sample(s) Location(s) "T/O K 6 Sample(s) and/or Well Number(s) Location of sample points,wells, borings,etc.,with refereace to three permanent reference points. Measure all distances,clearly label roads, wells and permanent features. �^ da 6rc S .1 c4.-4 C_t0 Ln�S , -F - r jt W �P� �►tw v P.4 r f(r�� f (/ C 1.r //�c. u 7 �^ . 1 d3rU lo-�n vu 3� b no Uf P, 4L C (IJ JA v L*�rfL,^l1I r � 7rqwt� ��s�� 6 (� r/ �� w Ls • DVIRKA . • TEST PR LOCATION SKETCH MAP O AND BARTELUCCI TEST PIT LOG TEST PR N 1t-S -t �V _pa PROJECT NO./NAME / L )CCATION I IV ISOA. tj �I 1 0 bsr, (,c Ncr , y,•cs c�c l3�!�� EXCAVATOR/EQUI 4 Nj/QP 11 TOR INSPECTOR/O7*1 aha START/FINISH D TE 12ub /nS (e 30 49 ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION bF PIT (FT.ABOVE MSL) REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS U c/ i � Ft sd 3 0 I 'k m P Tk r C w r -�rre S�T �ry m 4 d, frvc(C 1pcr �t� 33 � S. lk r"P 5 dtep,4 4x1 Ise 'c"( 6 'f!'�l' (un&S 7 _ � �tcic � sDI � 9 f.✓4k dired «n 10 W q 4 Pr- e, r 11 fvrrov�a� Q�-2Jk 44k,A) 12 13 14 15 NJDMYM DViRKA • • 0 AND LOCATION SKETCH dBARTILUCCI Project 6 v S ample Crew �. /L° 6 22s Satnple(s) Location(s) 7 p NW-— K Sample(s) and/or Well Number(s) Location of sample points,wells,borings,etc.,with reference to three permanent reference points. Measure all distances, clearly label roads, wells and permanent features. N4/-,____ s N S d — sc� �P �,t� 41 , c4r- jokrfs, Pre 1, t _ 4 c v c 1< A xi (S, f(-k cJe c 0 e c red 4(1. Cc S,L t LI U (7 14) S et l i t �101� dee Pr �e Pr Ls DVIRKA • . TEST PIT LOCATION SKETCH MAP bo AND dBARTELUCCI TEST PIT LOG PROJECT NO./NAME LOCATION 1314 sovl�,, � Li.--1 �� EXCAVATOR EQUIPMENT/OPERATOR R a c je�u 2 INSPECTOR/OFFICE START/FINISH DA�TE�e f t�tS 3 0 ELEVATION OR GROUND SURFACE/BOTTOM OF PIT CONDITI N bF PIT (FT.ABOVE MSL) REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS o _ vc."1(- 6aw 54^j ) F � � 1 �� f ��� w•a �� I l�s c 2 �(o t�, , fl�,�f1�� nQ�.tf4� 3 r 4 S , c I L✓l,� T4,, 14,1 S S. I (-A.re f��se ►"``-fP�4 l 6 7 8 9 10 11 12 13 14 15 NJDEPT'PL DVIRKA • O AND LOCATION SKETCH dBARnLUCCI Project fb VAI L 4 �! J l l l Sample Crew Sample(s) Location(s) Tp ' SW At Sample(s) and/or Well Number(s) Location of sample points,wells, borings,etc.,with reference to three permanent reference points. Measure all distances,clearly label roads, wells and permanent features. 04 I**% C1 � � r , ew LS boDVIRKA • . _TEST PIT LOCATION SKETCH MAP AND BARTILUCCI S Ir-2 JEST TEST PIT LOG G u PROJECT O./NAMEPP LOCATION �l'( S o v i\VA ,_ t l EXCAVAT R/EQUIPMENT/OPE►►SS ((��,AT(r,V Q INSPECTOR/OFR E START/FINISH D TE �Ct,� ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION OF PIT (FT.ABOVE MSL) v n S k 6 t e- REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS 1 CL /0�-e ,rtrY ref, 2 J�i 4 4 s ��� _ a rA�,k s o - Slw4sle (veri)al d, �es� h a lc q..s JAD AL to ler f 7 rt^(� 11 12 13 14 15 NJDEFM DVIRKA O AND LOCATION SKETCH dBAR*nLUCCI j Project �1 Gy �u a L� {l Sample Crew ` ( �' o l+� Sample(s) Locations) -Tf Sample(s) and/or Well Number(s) Location of sample points,wells,borings,etc.,with reference to three permanent reference points. Measure all distances,clearly label roads, wells and permanent features. �lx1 {It, % IL dS� h a 1f`���'` S 14Al i Q t,,(k-6v s.. I Rlh't- li tid S°�I r Me �� l wool) ilrel1 (I'A i gu�U+.. D� wG1"1e Ur.klirh,- cs bDVIRKA TEST PIT LOCATION SKETCH MAP AND 0 0 o BARTILUCCI ' u 1t p,tl TEST PR TEST PIT LOG . Sw l-NO -Tf_3 PROJECT NO./NAME LOCATION I 1314 / S'vvt�,.(� L(.)-If l fdv j"� YejT CIA EXCAVATOR/EQUIPMENT/OPEMTOR ti K�✓P INSPECTOR/OFFICE,, ` s START/FINISH DATE e u I n 6 3 d t1 ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION dF PIT (FT.ABOVE MSL) REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS U rvc,s fe , arv� - 4,c k, 2 �uwkrdl tkt �c,t trr /0,Pces, a ) � .ride 3 C4"s, � �4I,.ire i 4 C4 1161�f, lu ►d Pr , �� fry S fT�M�I. 6 Vft41 l of WAf�e �,J4 )tfprfA„Ael ?esf -4rP,"4 of 10 11 12 13 14 15 NJDEP'TPL DVIRKA O AND LOCATION SKETCH dBARnLUCCI Project _ V oy`��� ri L11AJ,�i I Sample Crew Sample(s) Location(s) `S W �-- 7 f* 3 Sample(s) and/or well Number(s) Location of sample points,wells,borings,etc., with reference to three permanent reference points. Measure all distances,clearly label roads, wells and permanent features. i 0 VvAS1E 6ry"r Q/ 9<<SS �a11cs bcnPlf wtr� cu6�s y S '4 "1 ) �J f ( 4reu I s LS boDVIRKA TEST PIT LOCATION SKETCH MAP AND i p,ll BARTILUCCI Nd� ?P- S ' TEST PIT LOG TE11 P PROJECT NO./NAME1 u ( LOCATION l h `k4��,if �bv�''l_ Wf-%i L4 EXCAVAT R/EQUIPMENT/OPERATOR INSPECTOR/OFFICE START/FINISH ATE Kqlt� R 0t 6 �3' 4 ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITION OFT (FT.ABOVE MSL) Un 1 f< �� REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS 1 Si, .J , g rk,e � l fr4c1 k I ov1 qr,� 7 0 - Por k„t T"ae k ,�1� 1 a bd�e�(J t 2 3 7 �— IS ) x 7 '4bUvt�rudt f� l�� bclowy«aQ r,�k cG,r k.,� s+.. G k� d f jR <� 'JisitAo -� (0- 5 6 4ck — 6c,) r4 All c(42.1;6 forte 1 INLuj b 7 6i*.rb it y / p�<S�� �I 9 I&S f iwe �vnnr C lJAI WA�rr 1S ' dF 9 �f 9 rut.( e ) 40 le bi DVIRKA O AND LOCATION SKETCH d13ARIILUCCI Project J1 oy t L. [ �.�` r� l 1 [t Sample Crew Sample(s) Location(s) Stv L — IP Sample(s) and/or Well Number(s) Location of sample points,wells, borings,etc.,with reference to three permanent reference points. Measure all distances,clearly label roads, wells and permanent features. W • �NW� Skw� `XPa t� "T�►-ci Ql�c��c.. ti(7 nuc.-� t� ��• - 4 G G — l7 r11u(� S 1AJ �yp Ko U Se 1A( 5�k•re�/b,Juf So, C #o & k4V v�rl r w l P x-�-� ur► �ovrl �-� �l,clad�.c'�I raw►� � Ls bDVIRKA TEST PIT LOCATION SKETCH MAP 0 AND BARTELUCCI S u TEST PIT LOG p_S TEST PROJECT NO./NAME LOCATION /314 /16 117 No td L4,A�rt EXCAVAT /EQUIPMENT/OP TC ER��jc o e INSPECTOR/OFFICE START/FINISH DATE <<t�t� ►2v 6 tis 0- g ELEVATION OF: GROUND SURFACE/BOTTOM OF PIT CONDITIO OF PIT (FT.ABOVE MSL) v/( V r i- 1 d (C REMARKS: SAMPLE OVA DEPTH INTERVAL SCREEN DESCRIPTION OF MATERIALS REMARKS t a^ rnr-t"(/ 6 �'`tcJ< <°"c rte 2 �1"Ss Nell.(fit? j 3 _ �� bpr c �o f1� • _ _ — — 4 f r / (Stw' W ASge /6��6d, S C 4 r (WL4G 1 4e6r)) Old car, s � j(c� . 1 11 y-�u4- j 12 J 13 14 13 NMUMIL DVIRKA Q AND LOCATION SKETCH dBARTILUCCI m�ect -- J'0 Py��u Lti,�kl f Samr le Crew Sample(s) Location(s) f tv ! �# Sample(s) and/or Well Number(s) Location of sample points,wells, borings,etc.,with reference to three permanent reference points. Measure all distances,clearly label roads, wells and permanent features. r � l t b „-Q 1`� q Zvi✓ LS • FEST Prr >LOG • FEST PIT sr LOCA'riS,N TEST rrr LOCATION SKVICII SIAr rig4 c PROJECT NAME 1--.x('AVATOR/[3QUIPMPNT OPFRATOR J . INsrt:C'rowc)rrlcC- ,�i,`p R,C STARTA INISI1 DATE e, ELEVATION OP:GROUND SIIRFACEMOT I'OM OF IIIT CONDrI' ON Ol'Pl'I' P-.-r.AROVE MSt.) Gv,�! (,%,,d etiti"5 REMARKS. HrmSAMPLE OVA UPSCRIPTION OF MATERIALS REMARKS ------6 7 '� �•tti,P cil.k'-�C� lL��c�a 1'4 l5. 10 c 12 -c,' l l �r 14 ' 16 18 20 R 6 �n �'f C' lyeiY�t�u dtuc . 30 TOWN OF SOVI'IIOLD DITARITAPNT OF SOLID WASTE • 'I'H S'I' I'I'I' LUG • -{ TESTPIT# L X a. LOCATION TEST PIT LOCATION SKETCH MAP y cutrtepe, I.r- A) PROJrl'r NAME Rp p fp toe O rXCAVATOR/EQUIPMPNT OPERATOR / U,17 -- R INSPrC'rOR/OFFICE `7—a4m;e R (ir 1?' A , < �' S'I'AR'I'/FlNIS11 UATI; ELEVATION.-r.MOVE MSLORUl1Nb SURFACIr/130T'I'OM OPl'1' CONDITIONtPIT REMARKS: DEPTH SAMPLE OVA DFSCRIPTION OF MATERIALS REMARKS J 0 4 --6 to �,w✓ ,fie �l�✓IG�� �n f¢��Os rtiD 12 14Iii -��t � ��✓� >h GrQ. lig�� t6 � 99 / It 1 Jfi ecvh C'/ot� )y' —wi` �P,��alpbr�I i' S 18 � 20 In �irK+r 7 22 CCZCVP i/) �L�.^nryQk4P� 24 / ✓��rU�n SRtit� do fit r` s se.� r/� 26 28 !P_ C! .p �C, (,U� ('cM1q� O�i�r1rS cCGc,st �c►aco�t.,ca �. 30 �I cl ex — lO I-S o (' 'Ia{��/ _ t nc}I .t,&PrcA cc n A4. TOWN OF SOUrHOLD DPPARTMENT OF 901,11)WASTE • 'I'�;S'i' PIT LOG • I'EST PIT# LOCATION 1'> T PIT 1,(H'A'1'ION SKETCH MAP 1'RO.IE("r NAME Ag -C I:XCAVA'TOR/EQUIPMENT OPERATOR 1�� �61wL-e lit�l INSPECT'UR/OrrICE Zd t'e?pArA CAoe 71JI-Iti g START/I-INISII DATE 7A) [ e ELEVATION Or:GROUND 9URFACE/13OT'T'OM O PTI' CONDITION Or PTT SET.AROVE MSL) S I REMARKS: DQ X441 Aae 44 s I u c k ' a �alc� '►'� —Flo c uht�c DI SAMPLE OVA DESC'RIPT'ION OF MATERIALS REMARKS AWN 4 (fin k ell 10 12 L � 0 00 16 Is L l Ca,� � - r✓l �c/� �ct��r �� c�� 20 22 / _.._ 24 oil L;�U SCi,u 57 26 28 N p 30 `�'�I CAvr - N J R'.T r= -r- TOWN OF SOUHIOLU D PARTMF,NT OF SOLID WASTE; • UEST PTI' LOG • TEST PIT# LOCATION TEST PIT LOCATION SKFTCII MAP PROJECT NAME Re_ Mise- Aas, r1 • rXC A,roR/r.QUtPMr T OPERATOR , j��� 11 o o ICOUv11�� c vw INSPECTUPWITICR :zi-vt1 Pa.,e S'TAR'T/FINISII DA'Z'E G. / jig rLI?VA'TION OF:GROUND SURrACIUBOTTOM OF PIT CONDI'T'ION OF PIT Orr.ABOVE MSL) s �►-�d IP: REMARKS: Pi>'' Baas 'Ai'al Ota f�xl �se /'e -e4 DT PTIt SAMPLE UVA DI;SCRIP't'ION OI MAT;r-,RIA:I.,4REMARKS VAL o PO cU d 04' 2 �C2'4,1�'-CCd ��t�� , I S �Il � to�tF 4 -- —6 Q 6r1'5� cl l! F7/ -�'� Tz� �C o4r a-p-C4 10 'r T`/ -c c / 12 14 ��y 16 18 20 22 24 -----26. 28 30 TOWN OF SOUTHOLD DITARTMFNT OFSOLID WASTE TEST PIT LOG • TEST PIT# X LOCATI - "EST T LOCATION SKETCH MAP PROJECT NAME e !�]Q hll4.c ti r------__ / / , ✓1.[� rsXC VATOPUF, UIPMENT OPERATOR ihf --- INSPECl.OR/OIT-FIC8 'w� S'I'ART/FINISII DATE a / O1 ELEVATION Or:GROUND SURFACE/BOTTOM OF PIT CONDITION OF- PIT (FT.ABOVE MSL) a &e/ f REMARKS: J in Jet" ! /u./ DEPTH SAMPLE OVA DESCRIPTION OF MATERIALS REMARKS 0 p a ,3 2 7- Lr& e?f o/v I/-L'-S-/ n ll 4 NQS1E y 0it ietl 1"1 yrwtAlfOd 6 zu' • ,F,`efvA e c� ep 8 5 y� v r S Qn/v. v ��,' i /�, o f Ltr pt B Nec� Su 15i./e. ( �12� 10 M` (Clcr ��� i w1sla ap a4t4-1?d S I4vS 12 Ca Ano4-� P,( u�atl f'�t `k=ti+ & .41 'dppv414 3`ltit1a.P 16 CF 0,f-'t c'r IR p��C�'cc. IPkF'� Cads+P cti Ak-i 20 22 24 CLi 1i,�cE' 17v. 5 4�it�p,✓ 2.6 A1,01,4 POlvi C<n- 4, 28 ' NY An Nto(16 ` 30 TOWN OF SOUMOLU DT.PARTMPNT OF gOIAD WAST1: . ! 1'EST PIT LOG TEST PIT# LOCATION TEST PCr L(X'ATION SKF,TC 1 C°�t`i� �ue- 4G ,/yeef' bill PROJECT NAME. Re - c lwr� o. baS,'n �07 j J 1.XCAVATOR/FQUIPMENT OPF'' TOR T'po,ry �avti,r�u�Sa,c�q c�rac,Pl -- . INSPECrOR/Or- ICE "- S'rAR'I'/I'-INISII DATES r3 z h ELEVATION OF:GROUND SURFACRUBOTTOM OIC PIT CONDI'T'ION OF PIT (FT.ABOVE MSL) & ;-7 e I pz a>Llkl-t-k REMARKS: DEPTII SAMPLE OVA DESCRIPTION OF MATERIALS REMARKS y i meloc 4 IPGZ.c,� f/6it2't CO' 4- _"d - 8 all'aFlc_ 10 /p �tC1D Ctiv' S vP 11,�' �� 12 �1 /. i'{ �� l Y) r �G er 1941 lltle7 c, 14of yFo p��e Px�ac�`t —16 evielp 20 22 24 [:---26 28 30 TOWN OF SOUi'1101,b DEPARTMENT OF SOLID WASTE TEST PIT Loc TF ST PIT# LL. LOCATIO TRST PIT AWATION SKETCH NIAP J P S 7 CSN r1 � -IG f GACA Lr L) s J4l�9 1'RO.irCT NAME P-,Q -C 11rq L0 .SII I/Q5.4 i J 04-10 n �` " van I;xCAVA7'OR/rQI1IPMrNT OPrRA1TOR i Pr I`/ Lu INO W INSPECTOR/OFFICE i #1C ki G S'I'AR'1'/FINISII I)A'1'1., oZ ELEVATION OF:GROUND SIIRFACE/BoT I'OM OF PIT CONDITION 01,PIT (FT.MOVE MSE.) 1/ I , 1�,CMS .Sn'.�/co PX-HAMS: 4ca4ecl !'ll ayes f _c Tt o_I lkLo of sou y� 1 o FDrPTII SAMPLE; HOVADESCRIPTION OF MATERIALS REMARKS 0 Pei, k !r i� ell,r et) o F'l7�S •2FE a 4 .-D ) J -DOr 2 C C,lef"P 1/ -t I lgccctM Sof y'xtti R �I���• ;�dt t � lC 0 10 e�7Cc�ct �1 fQ(PCr 12 i V6 C-CttA-e- -14 16 18 20 22 24 -"—Z6 28 ----30 T OWN OF SOU11101,I) DFPARTMBNT OF SOLID WASTE + a art S • � ary'+. •,, h. F,BH 04.-g9' 10+14Y11��1+f f I D+S 16904 S PAGE t..f+ wc� ' ��1�'ENGfNEERS 7r! 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