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Home My WebLink AboutTerry Contracting 2001-2002TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of Letter UZUUM GIF UIRANBRIUUAL Date: 09 -Apr -02 Job No. 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure 0 Attached ❑ Under separate cover Via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order 0 Roll certifications COPIES DATE NO. DESCRIPTION 5 4/09/02 29b 60 mil HDPE Geomembrane Roll Certifications THESE ARE TRANSMITTED as checked below: 0 For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: 1. This submittal has been revised to include all geomembrane recently delivered to the Southold Landfill. At this time, no additional liner is expected to be necessary. This may change once installation is substantially completed. Copies To: James Bunchuck (w/o attachments) Igor Sikiric (w/o attachments) Chris Morris Signed: Ti oth owell If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 April 9, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: As has been discussed, additional survey work has been required at the Southold Landfill Closure Construction due to the following. 1. Several redesigns.made by the Engineer to the original grading plan (Additional Work Order #1 = $13,738.18). This work includes the following: a. All field and office time associated with the survey of the "woodchip windrows" present on site at the beginning of the project. b. All field and office time associated with the survey of Waste Excavation Area 3. c. All office time associated with all redesigns made to.. the original Contract Drawing #4 through revision #4D. d. All initial stake -out of previously staked areas required due to all redesigns of Contract Drawing #4 through revision #4D. 2. The Engineer's request made for additional surveys not originally required (Additional Work Order #2 = $6,734.35). This work includes the following: a. All office and field work associated with the requested survey of the gas vent layer below all liner installed as of this writing. 3. The Engineer's request to establish control for additional aerial photography (Additional Work Order #3 = $2,617.35). The requests for payment by L.K. McLean Associates and a complete breakdown of all work have been attached. It is our intention to bill the Town of Southold for .this work in its entirety. Please review the attached and return to us with any questions or comments. Thank you, Timothy � Howell cc: James Bunchuck (w/o attachments) Igor Sikiric.(w/o attachments) 4/9/2002 -,Page I of I TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 April 1, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: As discussed at the progress meeting of March 28, 2002, Terry Contracting and Materials, Inc. seeks approval to apply a single, 1.5' lift of screened sand in the area of the permanent, 17 -acre access road. �r The lower 6" of this lift will serve as the contour -grading layer. This portion of the lift will be compacted to a minimum dry density of 95% Standard Proctor (ASTM D698). The upper 12" of this lift will serve as the gas -venting layer. This portion of the lift will also be compacted to a minimum dry density of 95% Standard Proctor (ASTM D698). The subgrade will be graded and surveyed prior to placement of these lifts. The cost for screening of the sand used to construct this lift in this area will be the responsibility of the Contractor. Your written response is requested so that we may proceed with this work. Please contact me with any questions and/or comments. Thank you Timothy J. Howell TJH: tjh cc: James Bunchuck Igor Sikiric 4/1/2002 Page 1 of 1 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERIIEAD, NY 11901 ( 6 3 1 ) 727-0170 TAX: (631) 727-0410 April 8, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: At the progress meeting of March 28, 2002 it was stated that a revised grading plan for the Eastern portion of the Landfill would be provided by the close of business March 29, 2002. As of this time, no revised grading plan has been provided. This delay has forced us park machinery for several days and to stop work on the Eastern Portion of the Landfill. Efforts are currently focused on grading of the 17 -acre property. It is the Contractor's opinion that, without the discussed revised grading plan, a large quantity of excess material will be generated in achieving the current grading plan. The Contractor will not be responsible for this excess material. We again request that this grading plan be provided so as to prevent further delay to the job. Please contact me with any questions and/or comments. Thank you, Robert G. Terry RGT:TJH:tjh cc: James Bunchuck Igor Sikiric 4/8/2002 Page 1 of 1 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 March 22, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: Terry Contracting and Materials, Inc. is in receipt of your letter dated March 14, 2002 concerning the placement of backfill in the anchor trenches. We take issue with your position that this backfilling was not performed in conformance with the landfill closure specification (Section 4.3 F -10a). The following points are made: 1. The first anchor trench on this job was excavated and backfilled during the early part of February. As all anchor trench currently required has been completed, it seems that you should have raised this issue at an earlier time. 2. At best, the referenced specification is ambiguous in its requirement to place the backfill in multiple lifts, as the only indication of this is that the word lift has been pluralized. The referenced specification offers no instruction on the size of these lifts, nor if these lifts should be uniform. 3. To bring our construction methods into conformance with this specification, as you have chosen to interpret it, would require only the spreading and compacting of an additional lift of material at any thickness (2" or 21) over what has previously been placed. This effort would offer no benefit to the integrity of the anchor trench. 4. The Contractor does concur that the backfill material needs to be compacted to 90 percent Standard Proctor. The Contractor maintains that this compaction requirement has been met. Further anchor trench will be installed once liner has been deployed on the remainder of the site. Please direct us as to how you would like the anchor trench installed in the future. Additional payment may be sought if your requirements vary from the Contract Specification. Please contact me with any questions and/or comments. Thank you, Timothy Howell_ TJH/tjh cc: James"Bunchuck Igor Sikiric 3/22/2002 Page I of I TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 March 21, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: Subgrade contours for the Southold Landfill Closure have recently been modified due to the redesign for the eastern drainage system. Our records indicate that a grading plan that reflects these modifications has not been provided to our office. If available, please forward this plan to Chris Dwyer at the following e-mail address: cdwyer@lkma.com This information is needed so that we may complete grading of the Eastern Hill. If you have any questions, please do not hesitate to contact me. Thank you, ;�� Timothy J. Howell cc: James Bunchuck Igor Sikiric 3/21/2002 Page 1 of 1 TERRY CONTRACTING & MATERIALS, INC 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Holzmacher, McLendon & Murrell, P.C. 575 Broad Hollow Road Melville, NY 11747-5076 WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of Letter 0 Attached ❑ Prints ❑ Change Order ILEUUMP, ®IF URANOBUUUAL Date: 18 -Mar -02 Attention: Mr. George W. Desmarais, P.E. Re: Project No. SOHT 01-01 Town of Southold Solid Waste District Yard Waste Composting Facility ❑ Under separate cover Via ❑ Plans ❑ Samples ❑ Specifications Z Schedule of Values the following items: COPIES DATE NO. DESCRIPTION 5 3/18/02 3 Schedule of Values as to Section 01295 THESE ARE TRANSMITTED as checked below: 0 For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FOR BIDS DUE REMARKS: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Copies To: James Bunchuck (w/o attachments) Signed: Timdffy. owell , If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Holzmacher, McLendon & Murrell, P.C. 575 Broad Hollow Road Melville, NY 11747-5076 WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of Letter IL EU= ®1F 'TRAN0hffTUk1I.d Date: 13 -Mar -02 Attention: Mr. George W. Desmarais, P.E. Re: Project -No. SOHT 01-01 Town of Southold Solid Waste District Yard Waste Composting Facility © Attached ❑ Under -separate cover Via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ® Geotextile Pre -qualification Submittal COPIES DATE NO. DESCRIPTION 5 3/13/02 2 Geotextile Pre -qualification as to Section 02233(1.04)(A) TI=IESE'ARE TRANSMITTED'as c'ecked below: 0 For approval ❑ Approved as submitted ❑ For your use ❑ Approved as. noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FOR BIDS DUE REMARKS: ❑ Resubmit copies for approval ❑ Submit . copies for distribution ❑ Return corrected prints ❑ ❑ PRINTS RETURNED AFTER LOAN TO US u. Copies To>: James'Burichuck"(w/o attachments) - Signed: _ Tim . owell, a If enclosures are not as noted, kindly notify LETTER OF TRANSMITTAL DVIRKA AND BARTILUCCI Date: 05 -Mar -02 lJob No. 1314-F3 CONSULTING ENGINEERS Attention: Robert Terry 330 CROSSWAYS PARK DRIVE Re: General Construction WOODBURY NY 11797-2015 Contract No. 2000 Southold Landfill Closure PHONE: (516)364-9890 FAX: (516) 364 - 9045 TO: Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 WE ARE SENDING YOU: 0 Attached Under Separate Cover Via, the following items: 7 Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order ❑ COPIES No. TRANSMITTAL Received Returned DESCRIPTION 1 35a 03/05/2002 03/06/2002 Gas Monitoring Well Abandonment Methods 1 36a 03/05/2002 03/06/2002 Groundwater Monitoring Well Abandonment Methods 1 37a 03105/2002 03/06/2002 Existing Nonpotable Water Supply Well Abandonment Methods THESE ARE TRANSMITTED as checked below For approval ElFor your use 0 As requested 0 For review and comment REMARKS: Approved as submitted (A) Approved as noted (AAN) Disapproved (D) Rejected (R) Resubmit Submit Return Other Copies to:F-JBuiichuc� T. Howell Signed: T. Maher P. Sutherland M ria Wright, P.E. C. Morris L Sikiric If enclosures are not as noted, kindly'notify tis at once 35, 36,37transmit.xls copies for approval copies for distribution corrected prints TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING YOU ❑ Shop Drawings [I Copy of Letter ]LETUER ®1F URANOMYTUAL Date: 04 -Mar -02 I Job No. 13147F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure N Attached ❑ Under separate cover Via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order © Well Abandonment Methods . COPIES DATE NO. DESCRIPTION 5 3/04/02 35a Gas Monitoring Well Abandonmerlt Methods as to 2.6 F 5 3/04/02 36a Groundwater Monitoring Well Abandonment Methods as to 2.4 C 5 3/04/02 37a Existing Nonpotable Water Supply Well Abandonment Methods as to 2.5 H.12 77 THESE ARE TRANSMITTED as checked below: x❑ For approval ❑ Approved as submitted ❑ For your use 11 Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FOR BIDS -DUE REMARKS: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Copies -To.— James Bunchuck Igor Sikiric . Signed -.. -- -Tim&: Howell If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Dvirka and Bartilucci Consulting -Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 JL ]Ei TIEIR QNF `IZ'LRANSIvTIIU1UP.'_ Date: '04 -Mar -02 I Job No. 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure WE ARE SENDING YOU <] Attached ❑ Under separate cover Via the following items: 0 Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 5 03/04/02 38 Cast Iron Manhole Frame and Cover Specifications as to 6.4 GA THESE -ARE TRANSMITTED as.checke,d below: . 0 For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FORBIDS DUE REMARKS: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ I ❑ PRINTS RETURNED AFTER LOAN TO US Copies To: James Bunchuck (w/o attachments) .:.._:,._Signed: Igor Sikiric (w/o attachments) If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS, ,INC,.' 840 WEST MAIN STREET RIVERHEAD, NY 11901 (631) 727-0170 FAX: (631) 727-0410 February 26, 2002 Thomas F. Maher, P.E. Dvirka and:Bartilucci 330 Crossways Park Drive Woodbury,..NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher:' This letter is to provide a work plan for pipe installation along the east side of the landfill. This work plan reflects comments received from your office on February 11, 2002. Drainaae Excavation and Installation 1. Open cut excavation with any unshored slopes greater than 4' high to be sloped back safely to 2H:1V. A trench box will be used over most or all of the run to reduce the open cut volume. 2. The excavation will be to a depth of: up to 22 feet and will average about 12 feet in-depth. 3. A11 excavations will conform to OSHA "regu'1-at:ions. 4. Excavation assumes 3H:1V cut-back in northeast corner of landfill from'"exi sting grades' pr or'`to 'work. Tlie'maximum -ground' disturbance 'is' test--ima-ted ,to -'be ;abou't x3.8:; feet wide centered along the pipe alignment, where the excavation•'is about -19 -feet deep. At a".depth"bf -22- feet; the disturbance -could be up to''about 50 feet'wide; 'There - shall -be no unnecessary disturbance of the property lines, waste limits, or other structures. 6. Landfill gas monitoring shall be performed in the excavation under compliance with OSHA regulations. 7. Any clean concrete or other rubble encountered from the old gas control trenches shall be deposited at the base of the landfill borrow pit area as part of reclamation as directed by the Engineer. A contingency item for removal of up to 2000 CY of this material and backfilling with clean material has been added to the estimate. 8. Backfill will be with native bank run that is excavated from the pipe trench. The pipe:is to be laid on virgin, undisturbed, bank run•sand: Backfill up both sides of the pipe to the top of the pipe will be done in 1' lifts and tamped to achieve a minimum of 900 of the maximum dry density value per ASTM D1557 in the pipe zone-.-'The;bedding on.both sides 'of; the' pipe is- to be- •good; ' sandy bank -,run- excavated from 'the' trench - 9. -Backf21'l''above' the `pipe3'abrie= is. to -bee. `don'e irf) 21-, l5if.t's- and either track 'ed`with 'a dozet= `or _tamped with the excavator bucket _,.-. r 10. Backfifl- -above the pipe• _zone 'shall 'be -relatively firm without excessive yielding as determined by the Engineer. No compaction specification is contemplated. Compaction will be monitored visually by the Engineer and must be reasonable 2/26/2002 Page 1 of 2 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 (631) 727-0170 FAX: (631)_727-0410 based in using a bulldozer or excavator bucket for the compactive effort. The number of passes of the bulldozer or tamping cycles with the excavator will need to be determined in the field. The excavation will be slightly mounded to accommodate settlement. Placement of Fill in Area of Former Recharge Basin #4 1. Fill for this area will be comprised of unscreened sand and loam excavated from the 17 -acre parcel. The maximum ratio for blending these materials will be 1:1. Blending of materials will take place during excavation. If any additional blending is required after excavation, additional charges will be incurred. 2. Material will be placed in approximate 1' lifts. Grades stakes will control lift thickness. 3. Compaction will be by rolling with a 10 -ton, minimum, vibratory compactor. Compaction efforts will proceed until the lift under construction presents a firm and unyielding surface. A firm and unyielding surface is defined as a maximum 2" of deflection under the action of the vibratory compactor as determined by the engineer. 4. A single lift will be placed and compacted in its entirety before proceeding with construction of the next lift. S. During operations in wet conditions, the Contractor may have the option of eliminating the loam material from the blend. The loam material is not compactable when wet. 6. When all available loam is used on the 17 -acre parcel, the Contractor will continue the filling operation using unscreened sand from the landfill stockpile located in the borrow pit and clean material resulting from the excavation of the gas migration control trenches. 7. Tensar BX1100 geogrid will be installed prior to placement of the final 2' of fill. The geogrid will extend a minimum of 20' beyond the fill area as directed by the Engineer. Geogrid installation will incur an additional charge. This proposal is made under separate cover. S. The top 2' of fill will be constructed of screened sand from the 17 -acre property and compacted to 95% Modified Proctor in accordance with ASTM D1557. 9. Payment for this work will be as per item 6 of the Contract Documents. This completes the work plan for installation of the eastern drainage system. Please contact me with any questions and/or comments. Thank you, Timothy J. Howell TJH/RGT/tjh cc: James Bunckuck Igor Sikiric 2/26/2002 Page 2 of 2 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 February 25, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: In a letter dated February 13, 2002 we requested that revised grades for the eastern half of the landfill be provided so that work in this area may continue. As of this time, our request has gone unanswered. Current work involving the filling of former recharge basin *4 will be completed within 2-3 days. At this point,•,machinery, including two (2) off road haulers, one crawler excavator, and one bulldozer, will be placed on standby. In an effort to avoid this situation, we request that the necessary revised grades be provided at this time. Please contact me with any questions and/or comments. Thank you, i Timothy J. Howell TJH/tjh cc: James Bunchuck Igor Sikiric 2/25/2002 Page I of I FEB -19-02'10:01 FROM: ID:516364B875 PAGE 1/3 940 WEST MAIN STItEF ll` RIV. MEAD, Ni' 11901 X631) 727-0170 FAX. (631 ) 727-041 0 February is, 2002 Thomas F. Maher, P.E. Dvi.>:ka and Batrtilucci 3301 crossways Park Drive Woodbury, NY 11787-2015 Re: Southold Landfill Closure D" No 1314 Dear Mr. Ther: Post -it" Fax Mote 7671 Cate ,p f I ge ► To From Pttortb iY ono � 0 As you are aware, the non -shrink construction grout specified for use in installation of drainage systems on the Southold Landfill Closure ProieCt is cold weather restricted. specifically, the noxi -shrink construction grout is not recommend". for placement in conditions below 600 F and the non -shrink construction grout is not to be placed on structures with a surface temperature below 32° F. Currently, both these aonditicaa are present at the manhole and stilling basin structures on the job site. In order to continue Jnstallatiion of the dxainage system without cold weather de Jay* that may last for some time, the Contractor offers thb following lAstallotion methods for approval: I. A11 manhole and headwall structures are located outside the 11mits of waste. The Itiiling basin structure is located within the limits of waste. 2. All pipe penetrations into manholes and headwall wtll be grouted in place using a standard portland cement. 3. A rubber pipe seal will be clamped onto the pipe that penetrates the stilling basin. This, pipe seal will be greut*d. in place using a standard Portrl" Cement. 4. Drainage installat:3ot will be backfilled and completed as Specified. 5. A non -shrink construction grout wi,11 be installed on the interior surface of the pipe penetration into the stilling basin. This Interior grouting will complete the necessary watertight acal for this structure. If -you approve of these methods, please return this letter with your siTa,at:ure b0l,Qw. Please Contact says with any questions and/ox cq=ents. Thom s IT. Maher, p.9. Thank you+ � f Timathyr J. 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(tr9) t06tl xH `CIVEHISHAIR ,DNI `5'I'ri-aA.I,VW v 0.NI,TDvlKjLK0D x1allu , E/Z aova SZSSI?9E9LS°OI :WONA 10'®I Z0 -81 -sad FEB -16-02 10-02 FROM: ID:5163646B?S PAGE 3/3 TERRY CONTRACTING & MAT33RIALS,'INC. 84+0 WEST FAIN STRRST RIVERHEAD, NY 11901 (631) 72.7-0170 FAX.- (631,)__72760410 Y lid�t'RrFlrC TAOMa$ P. HaM;C f P.E. Thank yrau r '*eTim*rJ'. awa TJV/RGT/tjh cc: JAMS BL1Ychuck Igor Sikiric R 2 4112 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX:I(631) 727-0410 February 15, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: As you are aware, the non -shrink construction grout specified for use in installation of drainage systems on the Southold Landfill Closure Project is cold weather restricted. Specifically, the non -shrink construction grout is not recommended for placement in conditions below 60° F and the non -shrink construction grout is not to be placed on structures with a surface temperature below 32° F. Currently, both these conditions are present at the manhole and stilling basin structures on the job site. In order to -continue installation of the drainage system without cold weather delays that may last for some time, the Contractor offers the following installation methods for approval: 1. All manhole and headwall structures are located outside the `limits.of waste. The stilling basin structure is located .wi=thin the limits of waste. 2. All pipe -penetrations into manholes and headwall will be grouted in place using a standard portland cement. 3. A rubber pipe seal will be clamped onto the pipe that penetrates the stilling basin. This pipe seal will be grouted in place usiing a standard Portland cement. 4. Drainage installation will be backfilled and completed as specified. 5. A non -shrink construction grout will be installed on the interior surface of the pipe penetration into the stilling basin. This interior grouting'will complete the necessary watertight seal forlthis structure. I If you approve of these methods, please return this letter with your signature below. Please contact me with any questions and/or comments. X Thomas F. Maher, P.E. Thank you, .� TimothY J. OW11 TJH/tjh cc: James•Bunchuck : Igor Sikiric- 2/15/2002 Page 1 of 1 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET- RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 February 14, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: As you are aware, the non -shrink construction grout specified for use in installation of drainage systems on the Southold Landfill Closure Project is cold weather restricted. Specifically, the non -shrink construction grout is not recommended for placement in conditions below 60° F and the non -shrink construction grout is not to be placed on structures with a surface'temperature below 32° F. Currently, both these conditions are present at the manhole and stilling basin structures on the job site. ' In order to continue installation of the drainage system without cold weather delays that:may last for some time, the Contractor offers the following installation methods for approval: 1. All pipe penetrations into stilling basin, manholes, and -headwall will be grouted in place using a standard portland cement. 2. Drainage installation will be backfilled and completed as specified. 3. The non -shrink construction grout will be installed on the interior surfaces of all pipe penetrations, when weather conditions become favorable to do so. This interior grouting will provide the necessary watertight seal for the pipe penetration. 4. All manhole and headwall structures are located outside the limits of waste. The stilling basin structure is located within the limits of waste. If you approve of these methods, please return this letter with your signature below. Please contact me with any questions and/or comments. Thank you, . Timothy Howell; TJH/tjh _ _N cc: James-Bunchuck. Igor Sikiric 2/14/2002 Page 1 of 1 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 February 13, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: In response to your letter granting approval for extending geocomposite exposure from 14 days to 21 days, we must note the following. The test results submitted to your office for geocomposite indicate no material degradation after 500 hours'of U.V. exposure. Based on approximately 10 hours of daylight during the winter months, 500 hours of exposure would be approximately 50 days, not the 20.8 days indicated in your letter. We ask that you review your letter in light of this and increase the allowed exposure time to the 30 day period originally requested. Please contact me with any questions and/or comments. Thank you, Robert G. Terry RGT/TJH/tjh CC,. James Bunchuck Igor Sikiric j = 2/13/2002 Page 1 of 1 TERRY CONTRACTING & MATERIALS, INC. 4 840 WEST MAIN STREET RIVERHEAD, NY 11:901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 February 13, 2002 Igor Sikiric New York State Department of Environmental Conservation Division of Solid and Hazardous Materials Building 40 SUNY Stony Brook Stony Brook, NY 11790 Re: Southold Landfill Closure Well Abandonment Methods Dear Mr. Sikiric: This letter is to propose well abandonment methods for all water monitoring, gas monitoring, and water supply wells to be abandoned at the Southold Landfill Closure Construction. Please consider the following methods for abandonment of all wells: 1. --The Contractor will measure and record the actual depth of the well and the water elevation prior to proceeding with the abandonment;._ The depths will be. reported.in ;writing, to the nearest Q, 10,;f oot, to ,-,the Engineer... - .- T . 2.: The. Contract.or. w -i-11, ensure ,-that .no obstructions _exist. i.n,_the well,by-lowering a 10-foot,length,of--,-pipe through the entire well -depth-.. The OD of the pipe will be no less .than..%50 _of the ID of the well casing.- Obstructions will be removed, unless the Contractor demonstrates to the satisfaction of the Engineer that the obstruction cannot be removed, in which case the obstruction will remain. 3. Prior to abandoning the water monitoring wells, the Contractor will carefully remove the protective steel surface casing without damaging the well casing or compromising the ability to properly abandon the well - 4. No over-drilling will be attempted. For elimination of this work, the Contractor will credit the Town of Southold $20.00 per �foot Jfor abandonment'of the water monitoring wells and the gas monitoring wells and $30.00 per foot for abandonment of the water supply well. Their exists an estimated 260' of Landfill Gas Monitoring Wells to be abandoned, an estimated 980' of Groundwater Monitoring Wells to be abandoned, and an estimated 100' of Water Supply Well to be abandoned. The total credit for this work, based on Contract estimates, would be approximately $27,800.00. 5. All wells will be excavated to a depth of 5' below grade. , The casing will be cut.at.this point..and removed.. 6. The Contractor will seal., all --_casings by pressure_Iinjection of cement/bentonite grout, .iising; a trem-ie.,p: pe_ -7.. At:_ the,;top- paten -t; 9f,, the -,casing,thea, cement/bentbni.te grout ,will; be extended_ be,yond--the outer width of the casing, forming,,,a permanent ,cap, .sealing o,ff ,;the . casing-,- complet ely,. Casola Well Drillers, Inc_ has.submitted the above methods on.their. recommendation that over-drilling not be attempted. Over-drilling of a 2/13/2002 Pagel of2 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET r RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 well casing in its entirety is not feasible due to equipment limitations. The casing may be partially over-drilled till equipment failure, but this results in a non-uniform borehole with a disturbed wall. It would be impossible at this point to assure that the cement/bentonite grout has been uniformly packed into the remaining casing and the borehole. It is the opinion of Casola Well Drillers, Inc. that the simple pressure injection of cement/bentonite grout into the well casing will offer a superb seal to the well over any attempt at over-drilling. Terry Contracting and Materials, Inc. makes this proposal in full agreement with Casola Well Drillers, Inc. If you approve of these methods, please respond in writing for inclusion with the official submittal to Dvirka and Bartilucci. Please contact me with any questions and or comments. Thank you, Timothy J. Howell TJH/tjh cc: James Bunchuck Thomas Maher 2/13/2002 Page 2 of 2 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING COU ❑ Shop Drawings ❑ Copy of :Letter 0 Attached ❑ Prints 0 Change Order IL,IE` TEIR 010 UIRAYTONTT7P-L, Date: 01 -Feb -02 I Job No, 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure ❑ Under separate cover Via ❑ Plans ❑ Samples 0 Certifications ❑ Specifications the following items: _COPIES 1 DATE- N0. I DESCRIPTION 5 _ ' 02/01/02 24a Type I Geotextile Roll Certifications as to 4.1 D.3 5 02/01/02 25a Type I Geotextile QC Certification as to 4.1 D.3 I THESE ARE TRANSMITTED as checked below: 0 For approval ❑ Approved as submitted _ ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Copies To: James.Bunchuck _ _ - ___-- _ -- _-_-- - _ - -. -- _-_-_..Signed: Igor Sikiric': - _.. --- Timothy_) --_° -- tf enclosures are not as noted, kindly notify, _ _ TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 February 13, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: Terry Contracting and Materials,"'Inc.-will soon be' -ready to"begin final grading of the"subgrade on the Eastern half of the Landfill Project. The need for a"revised grading plan in this area has'been'discussed and at this time we ask that it be provided so that our work may proceed without interruption. Please contact me with any questions and/or comments. Thank you, Timothy J. Howell TJH/tjh cc: James Bunchuck Igor Sikiric 2/13/2002 Page 1 of I TERRY CONTRACTING & MATERIALS, INC - 840 WEST MAIN STREET RIVERH13AD, NEW YORK 11901 -PHONE-:(631)327-0170, FAX (631) 727-0410 ---.-To:--Dvirkaanci_Bartilucci__,._ Consulting -Engineers _ ._ 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of Letter 0 Attached ❑ Prints ❑ Change Order IL ELL 1L 1.4dIR ®11 1L R 1 V PYAY J.111 1L J1 d `\.1:.�� Date: 08 -Jan -02 I Job No. 1314-F3 Attention: Thomas Maher, Re: General Construction ......Contract.No...20.00 _ Southold Landfill Closure ❑ Under separate cover Via ❑ Plans ❑ Samples ❑ Specifications 0 Well Abandonment Methods the following items: COPIES DATE NO. DESCRIPTION 5 2/07/02 35 Gas Monitoring Well Abandonment Methods as to 2.6 F 5 2/07/02 36 Groundwater Monitoring Well Abandonment Methods as to 2.4 C- 5 i 2/07/02 i 37 Existing Nonpotable Water Supply Well Abandonment Methods as to 2.5 H.12 i ----- THESE ARE TRANSMITTED as checked below: Nx For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FOR BIDS DUE REMARKS: Copies To: James Bunchuck Igor Sikiric .-a ❑ Resubmit copies for approval []Submit copies for distribution ❑ Return corrected prints 11 ❑ PRINTS RETURNED AFTER LOAN TO US Signed: i moth . Howell If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 February 6, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D8,B No. 1314 Dear Mr. Maher: This letter is to propose well abandonment methods for all water monitoring, gas monitoring, and water supply wells to be abandoned at the Southold Landfill Closure Construction. Please consider the following methods for abandonment of all wells: 1. The Contractor will measure and record the actual depth of the well and the water elevation prior to proceeding with the abandonment. The depths will be -reported in writing to the nearest 0.10 foot to the Engineer. 2. The Contractor will ensure that no obstructions exist in the well by lowering a'10 -foot length of pipe through the entire well depth. The OD of the pipe will be no less than X50 of the ID of the well casing. Obstructions will be removed, unless the Contractor demonstrates to the satisfaction of the Engineer that the obstruction cannot be removed, in which case the obstruction will remain. 3. Prior to abandoning the water monitoring wells, the Contractor will carefully remove the protective steel surface casing without damaging the well casing or compromising the ability to properly abandon the well 4. No over-drilling will be attempted. For elimination of this work, the Contractor will credit the Town of Southold $20.00 per foot for abandonment of the water monitoring wells and the gas monitoring wells and $30.00 per foot for abandonment of the water supply well. Their exists an estimated 260' of Landfill Gas Monitoring Wells to be abandoned, an estimated 980' of Groundwater Monitoring Wells to be abandoned, and an estimated 100' of Water Supply Well to be abandoned. The total credit for this work, based on Contract estimates, would be approximately $27,800.00. 5. All wells will be excavated to a depth of 5' below grade. The casing will be cut at this point and removed. 6. The Contractor will seal all casings by pressure injection of cement/bentonite grout using a tremie pipe: 7. At the top extent of the casing, the cement/bentonite grout will be extended beyond the outer width of the casing, forming a permanent cap, sealing off the casing completely. Casola Well Drillers, Inc. has submitted the above methods on their recommendation that over-drilling not be attempted. Over-drilling of a well casing in its entirety is not feasible due to equipment 2/6/2002 Pagel of 2 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 limitations. The casing may be partially over-drilled till equipment failure, but this results in a non-uniform borehole with a disturbed wall. It would be impossible at this point to assure that the cement/bentonite grout has been uniformly packed into the remaining casing and the borehole. It is the opinion of Casola Well Drillers, Inc. that the simple pressure injection of cement/bentonite grout into the well casing will offer a superb seal to the well over any attempt at over-drilling. Terry Contracting and Materials, Inc. makes this proposal in full agreement with Casola Well Drillers, Inc. Please contact me with any questions and or comments. Thank you, Timothy J. Howell cc: James Bunchuck Igor Sikiric 2/6/2002 Page 2 of 2 Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 Southold Landfill Closure Contract No. 2000 Date: 02/07/02 Submittal Number: 35 Equipment Identification No.: Contract Drawings No.: Specification Section: 2.6 F This document has been reviewed, coordinated and checked in detail for accuracy of content and for compliance with the Contract 'Documents and is hereby approved. The information contained ,herein has been coordinated with all involved CONTRACTORS. CONTRACTOR: Terry Contracting and Materials, Inc. Signed/Date: � 11716 Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 Southold Landfill Closure Contract No. 2000 Date: 02/07/02 Submittal Number: 36 Equipment Identification No.: Contract Drawings No.: Specification Section: 2.4 C This document has been reviewed, coordinated and checked in detail for accuracy of content and for compliance with the Contract Documents and is hereby approved. The information contained herein has been coordinated with all involved CONTRACTORS. CONTRACTOR: Terry Contracting and Materials, Inc. Signed/Date: - �/��j2 Terry Contracting & Materials, Inc... 840 'West Main Street Riverhead, NY 11901 Southold Landfill Closure Contract No. 2000 Date: 02/07/02 Submittal Number: 37 Equipment Identification No.: Contract Drawings No.: Specification Section: 2.5 H.12 This document has been reviewed, coordinated and checked in detail for accuracy of content and for compliance with the Contract Documents and is hereby approved. The information contained herein has been coordinated with all involved CONTRACTORS. CONTRACTOR: Terry Contracting and Materials, Inc. Signed/Date: TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAW STREET RMERHEAD, NY 11901 (516) 727-0170 Febrw:t y 5, 2002 James Bunchuck Solid Waste Coordi.na'tor Southold Tc,wv Solid Waste District P.O.Box 962 Cutcho13ue, NY 11935 Dear Mr. Bunchuck: f am in receipt of your letter dated yesterday, February 4, 2002. We have complied with your direction to move the plant south of the stockpiled leaves and brush on the 17 acres. As you know, this morning we had to suspend the moving of leaves and brush because now that we are south of them, they are Mowing into our sand and stone contaminating them. Because of the prevailing winds thistimeof year it was agreed that we would always stay to the north of the leaves to protect against this type of. contamination. i must dispute your claim that the area was available on January 18, 2002 as it is still not available today, Our screening operation also had to stop today because the southern area is too close to the road.to screen without the protection of the proposed berms in windy conditions. Based on the above, we had to park two (2) pay loaders, the screening plant, two (2) 40 -ton haulers and a hydraulic excavator today. This equipment, could have been shifted elsewhere on site if we had a decision on the driving range, so you can see the importance of getting that resolved soon. I realize I did not point .out all the implications of your directions yesterday, because I was not expecting such a sudden change �md had not thought of them at the time. :As far as your COHI netlts regarding'sand quantities and daily productions of our plant, I must state that those quantities dial not come from us. We do need a decision on the town's intentions for screening. Your direction does seer". -to conflict with the. town board's authorization to produce l 00:000 Cy of screened sand for $3.65/cy at our rneeting before then,.. I think we. need to resolve sorne of these issues as soon as possible to mitigate the delays to both projects and continue with their* successful completion. Sincerely, Robert G. Z ROT/jin vi :Q 840 West thein Stmet Riverhead, NY 11901:,Terry • • i 631.727.0170 Fax 631-727-0410 Materials, Inc. I t Fm o� James BUnchuck From Julie for Robert G. Terry Fam 734-7976 Pages: 2 phone: Dates 2-"2 met Southold Landfill closure CC: Ll Urget:t O For Review Q Plsese Comment C3 Pleas® Reply O please Recycle TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 February 5, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: As previously discussed, waste in the southeast boundary of the cap (east of the center access road, closest to the town facilities), currently extends beyond the proposed cap limits. This waste area is as reported by Chris Morris. Terry Contracting and Materials, Inc., requests direction on what work need be performed in this area to remedy the situation. Either the waste should be excavated and removed or the cap limit should be extended. Please contact me with any questions and or comments. Thank you, Robert`G. Terry cc: James Bunchuck Igor Sikiric 2/5/2002 Page I of I TERRA' CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 (516) 727-0170 February 5, 2002 James Bunchuck Solid Waste Coordinator Southold Town Solid Waste District P.O.Box 962 Cutchogue, NY 11935 Dear Mr. Bunchuck: I am in receipt of your letter dated yesterday, February 4, 2002. We have complied with your direction to move the plant south of the stockpiled leaves and brush on the 17 acres. As you know, this morning we had to suspend the moving of leaves and brush because now that we are south of them, they are blowing into our sand and stone. contaminating them. Because of the prevailing winds this time of year it was agreed that we would always stay to the north,of the leaves to protect against this type of contamination. I must dispute your claim that the area was -available on January 18, 2002 as.it' is still not available today. Our screening operation also had to slop'today because the southern area 'is too close to, the road to screen without the protection of the proposed berinsqiitwind'y.conditions. Based on the above, we had to park two (2) pay loaders, the screening.plant; two (2) 40 -ton haulers and a•hydraulic excavator today. This equipment could'have been shifted elsewhere on site if we had a decision on the driving range, so you can see the importance of getting that resolved soon. I realize I did not point out all the implications of your directions yesterday, because I was not expecting such a sudden change and had not thought of them at the time. As far as your comments regarding sand quantities and daily productions of our plant, I must state that those quantities did not come from us. We do need a decision on the town's intentions for screening.. Your direction.,does seem to conflict with the town board's authorization to produce 100,600 CY of screened sand.`for $3.65/cy at our meeting before them. I think we need to resolve some of these issues assoon as possible to mitigate the delays to both projects and continue with their'succe'ssful completion. ' Sincerely, Robert: RGT/jm a" TERRY CONTRACTING & MATERIALS,' INC. 840 WEST INIAIN STREET RIVERIIEAD, NY 11901 (631) 727-0170 FAY: (631) 727-0410 February 1, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Deur Mr. Maher: As discussed at the Southold Landfill Closure progress meeting'of Wednesday January 30, 2002, Terry Contracting and Materials, Inc.. will perform the following work in lieu of a credit for the reduction-dn excavation depth and the reduction in depth of manholes *1 and *2 in the drainage system located on the south end of the landfill property: 1.. Supply and installation of additional (approximately 40') 24" CHDPE drainage pipe necessary due to relocation of the stilling basin. 2. supply and installation of manhole *lA 3. Supply and installation of the approved venting system in.the gas migration control trenches. If you concur with the content of this letter, please return it with your signature below. X Page 1 of I TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 January 29, 2002 James Bunchuck Town of Southold Solid Waste Management District P.O. Box 962 Cutchogue, NY 11935 RE: Compost Facility Development Related Job Costs Dear Mr. Bunchuck: This letter is to provide a summary of costs associated with relocation of the temporary 17 -acre access road necessary to proceed with construction of the permanent access road. As agreed, all work will be billed based on equipment time. Equipment Billable Hours Hourly Rate Total Daewoo 330 - Excavator 8 $225.00 $1800.00 CAT D7 - Bulldozer 4 $187.50 $750.00 TEREX TA40 - Hauler 2 $225.00 $550.00 CAT 980 - Payloader 4 $187.50 $750.00 LABORER 3 $62.30 $186.90 Total: 1 $4036.90 As this work is directly related to the development of the 17 -acre parcel, it will be billed to that project. If you agree with the content of this letter, please return it with your signature below. X Thank you, xo 1. . Robert G. er James Bunchuck 1/29/2002 Page 1 of 1 \ I K L R I V 1;. K I I I-. ;1 1) , N l 1 1 9 () I ( 6 3 1) 7 2 7- l l 1° 7 I`A (6,31) 727 11-110 January 7_4, 2002 Thomas E. Maher_, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B�No. 1314 Dear Mr. Maher: Attached, please find a letter from Engineered Synthetic Products, Inc. explaining that the geocomposite material being used on this job may be exposed for up to 30 days without any adverse effects. Based on this letter and supporting documentation previously submitted to your office, Terry Contracting and Materials, Inc. requests the allowable period of exposure for the geocomposite material be extended to 30 days. Please contact me with any questions and/or comments. Thank you, Robert G. Terry cc:. James Bunchuck Igor-Sikiric -°JanT23-02 03:30P Chenango Contracting 6.07 729 2415 P_03 Wednesday, January 23, 2002 Mr. Chuck Rhoades Chenango Contracting, Inc. 29."utus Road .Johnson Cly, NY 13790. Rte: ssGU*Wld Lar M Closure, NY U.V.; Exp urs of Geotssul" Door Mr. Rhoades: The TNS Advanced Technologies HOW is presently being used on the above project. The TNS H080 is the nwmmn geot mMe that is laminated on the Tranwnt, 220-2- HOBO mmiie. The HOW geoblte is mads w#th U:V.,tr�eaiad abets and is capoble of wi>hstandhfp reasonable sunlight exposure wit not ceabte degradadon. The faciaralmt afiiect the rate at which the U.V, lays w(H begs to break damn to geo(SAIS tlbem-are *ypsrature, Intensity, of the sun, 1mV1h of daily exposure and surface. heat Since to ' is being done in the winter in du state of Now York, the 9ootextIle should not have any noticeable degradation during,Me 30 days, of exposure. Therefore, we mammmdahat you altowu #».geoteoQite to be exposed for 30 days if needed to. covllnue the constructlbn process. Greg Scott. 3ynthetl Engineered c Products.. Inc. 7 TERRY CONTRACTING & MA'TERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 (631) 727-0170 FAX: (631) 727-0410 January 24, 2-002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold.Landfill Closure D&B No. 1314 Dear Mr. Maher: In a letter dated November 29,:2001, Tectonic Engineering Consultants provided direction for testing. of the screened sand being produced in relation to.the Compost Facility Development. Much of this testing is not required by the original Contract Documents. The following rates will apply for any testing above and beyond the original Contract requirements. Particle Size Analysis, ASTM D422 $65.00 Standard Proctor, ASTM D698 $95.00 Permeability, ASTM.D2434$150.00 Visual Identification of Soils (U.S.C.S.), ASTM D2488 $50.00' Interface Friction, ASTM D5321 $600.00' Attached, please find a• summary of additional testing expected as a result of this change. Payment for additional testing.will be sought after test results have been submitted for review. Please contact.me with any questions and/or comments. Thank you,, Timothy J. Howell ,. cc: James Bunchuck Igor Sikiric ` 1/24/2002 Page I of I Testing . Testing Cost .Original Contract Testing Frequency Revised Testing Frequency Total Estimated Tests Required Above Original Contract Quantities* Total Estimated Additional Cost Particle Size Analysis $65.00 0 1/1,000 cy 56 $3,640.00 Moisture/Density Standard Proctor) $95.00 1/5,000 cy 1/2,500 cy 11 $1,045,00 Visual Identification of Soils" U.&C.S. $50.00 1/1,000 cy, 1/1,000 cy 0 $0.00 Permeablility $150.00 0 1/5,000 cy 12 $1,8300.00. Interface Friction(With 60 Mil Textured HDPE Geomembrane) $600.00--1 -$600:00` T TESTING TO BE PERFORMED ON BARRIER PROTECTION MATERIAL Testing Testing Cost, Original Contract Testing Frequency. Revised Testing Frequency Total Estimated Tests Required Above Original Contract Quantities* Total Estimated Additional Cost Particle Size Ana[ sis $65.00 0 1/1,000 cy 56 $3,640.00 Moisture/Density (Standard Proctor) " .. $95.00. 1/5,000 cy" 1/2,500 cy 11 $1,045.00 Visual Identification of Soils (O.S.C.S.) $50.00 1/1,000 cy 1/1,000 cy 0 $0.00, Interface Friction (With 60 Mil Textured HDPE Geomembrane and Gecompbsite Drainage Layer) $600.00 2 $1,200.00 TERRY CONTRACTING & MATERIALS. INC. 840 WEST MAIN STREET RIVERIIEAD, NY 1190.1 (631) .727-0170 FAY: (631) 727-0410 January 21, 2002 Thomas F. Maher, :P.E•.. Dvirka and Bartilucci 330 Crossways Park Drive Woodl5ary, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: During the Construction Progress Meeting of September:27, 2001, it was agreed that ten (10) working days would be added to the Contract Time for the additional work performed in Waste Excavation Area 2 and twelve (12) working days.,would be added to the Contract Time for the additional work performed in Waste Excavation Area 3. This is reflected .in the minutes of this meeting. This letter is to inform you that our office has yet-to•receive 'any - formal' documentatio ny- formal'documentation for this -time extension. We request that this documentation now be provided and that this time extension be finalized. Please contact me with.any questions and/or comments. Thank you, • /��%2�LJ Timoth J. Howell• cc: James Bunchuck Igor Sikiric Page 1 of 1. WE ARE SENDING YOU: Shop Drawings Copy of Letter F7X Attached F� Under Separate Cover Via. Prints E] Plans Change Order 0 Samples the following items: Specifications TRANSMITTAL COPIES No. Received Returned DESCRIPTION 1 27c 1/18/02 1/21/02 Pre -cast concrete Specifications - Manholes and Stilling basin THESE ARE TRANSMITTED as checked below LETTER OF TRANSMITTAL DVIRKA AND BARTILUCCI Date: 21 -Jan -02 lJob No. 1314-F3 CONSULTING ENGINEERS Attention: Robert Terry 330 CROSSWAYS PARK DRIVE Re: General Construction WOODBURY NY 11797-2015 Contract No. 2000 your use Southold Landfill Closure PHONE: (516)364-9890 Submit copies for distribution FAX: (516) 364 - 9045 As requested TO: Terry Contracting & Materials, Inc. Disapproved (D) 840 West Main Street ElFor Riverhead, NY 11901 WE ARE SENDING YOU: Shop Drawings Copy of Letter F7X Attached F� Under Separate Cover Via. Prints E] Plans Change Order 0 Samples the following items: Specifications TRANSMITTAL COPIES No. Received Returned DESCRIPTION 1 27c 1/18/02 1/21/02 Pre -cast concrete Specifications - Manholes and Stilling basin THESE ARE TRANSMITTED as checked below 7 For approval ® Approved as submitted (A) Resubmit copies for approval ElFor your use Approved as noted (AAN) Submit copies for distribution F7 As requested Disapproved (D) Return corrected prints ElFor review and comment Rejected (R) Other REMARKS: Copies to: ' 7: Bunchuck T. Howell Signed: IN&L4 t�71 T. Maher P. Sutherland Maria Wright, P.E. C. Morris I. Sikiric If enclosures are not as noted, kindly notify us at once 27ctransmit.xls TERRY CONTRACTING & MATERIALS' "IN - C. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAK (631) 727-0410 ,To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 ----TJ—ob No. 1314-173. Date: 17 -Jan -02 Attention: Thomas Maher Re: Generat Construction, Contract No. 2000 Southold Landfill Closure WE ARE SENDING YOU; 9 Attached _,13 Tinder separate cover Via 0` Shop Drawings ❑Prints-. 11 Plans" ❑Samples 11 Copy of Letter 0 Change Order F1 the following, items: 0 Specifications " COPIES DATE NO. DESCRIPTION 01/17/02 27C Pre -cast concrete Specifications — Manholes and Stilling -Basin — as to 6.4 E.2 `THESE ARE tRANSNH'TTE*D"-as'cfi6-ck6d'be-.I-ow'.-.-�-"--".'-''*-'-- 0 For. approval 0 Approved as submitted I] Resubmit copies for approval For your use 0 Approved as noted [I Submit copies for distribution [I.As requested' 0 Returned for corrections 0 Return corrected prints 11 For review and comment ❑ rLJFOR BIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US RENIARKS. Headwall structure -will -be cast in place. Submittals will be as appropriate. 1 Submittals for cast iron products will be made under, separate cover. James Bunchuck (w/o attachments) -qopies.-,To:., Signed: Igor Sikiric (w/o attachments) owell If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS; INC. L, `� `II" TE ', (0) T'y? y,l �;u.l ;� L, s . t'_ 840 WEST MAIN- STREET _.. RIVERHEAD, NEW YORK 11901 s PHONE: (631) 727-0170, . FAX: (631) 727-0410 To: Dvirka and Bartilucci -.. Consulting Engineers 330 Crossways. Park Drive. Woodbury, NY 11-797-2015- ------------------------------ - ----- Date: 17 -Jan -02 Job No. 1314-F3 Attention: Thomas Maher Re: General. Construction Contract No. 2000. Southold Landfill Closure WE ARE SENDING YOU ff Attached ❑ Under separate cover Via ❑ Shop Drawings [I Prints 1 Plans ❑Samples ❑ .Specifications ❑Copy of Letter ElChange Order- 0 Roll certifications the following items: COPIES DATE NO. DESCRIPTION 5 01/17/02 30b Geocomposite Roll Certifications as to 4.4 D.2'.L- Resubmit 2' THESE.ARE TRANSMITTED as checked. below: ❑O For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved. as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Returm corrected prints ❑ For review and comment ❑. ❑ FOR BIDS DUE ❑ PRINTSRETURNED AFTER LOAN TO.US: `. REMARKS: - Copies•To: James Bunchuck (w/o attachments) Igor Sikiric (w/o attachments) Signed:, / TddoJ., Howell, If enclosures are not as noted, kindly, notify TERRY CONTRACTING & NfATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 (63 1.) 727-0170 FAX: (631) 727-0410 January 15, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold -Landfill Closure D&B No. 1314 Dear Mr. Maher: With this letter, Terry Contracting and Materials, Inc. seeks approval to'eliminate the waterproof coating for all precast manhole structures as required by section 6.4 G.6 of the Contract Documents. This letter is to supercede any previous letter concerning elimination of the waterproof coating. It is the Contractor's experience that only those structures used in a.. sanitary system or those structures located within the limits of waste require -a waterproof coating., All manholes for this job are to be installed outside of the limits of waste and will only handle storm water runoff. As such, waterproofing of these structures seems unnecessary. The stilling basin, which is,to be installed within the limits of waste, will receive the,waterproof coating. If approval is given, the Town of Southold will receive a credit of $1700.00 for elimination of this work. Your written response is requested. Please contact me with any questions and/or. comments . Thank you, Timothy J. Howell cc: James Bunchuck. Igor Sikiric TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 (631) 72.7-0170 FAX: (631) 727-0410 January li, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: With .this letter, Terry Contracting and Materials, Inc. seeks approval to eliminate the waterproof coating for all precast concrete structures as required by section 6.4 G.6 of the Contract Documents. It is the Contractor's experience that waterproof coatings are necessary only when dealing with concrete structures in sanitary systems. As the concrete structures for this job will only handle storm -water runoff, the waterproof coating seems unnecessary. If approval is given, the Town of Southold will receive a credit of $2100.00. Your written response is requested. Please contact me with any questions and/or comments. Thank you, Timothy J. Howell cc: James Bunchuck Igor Sikiric TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAY: (631) 727-04.10 January 11, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: This letter is to quantify changes in project cost associated with the drainage redesign necessary due to the Compost.Facility access road. Change From ITEM Original Contract Unit Unit Cost Total Cost Quantity 18" CHDPE Pipe.- Supply -3 Feet -$70.00 -$210.00 and Install 24" CHDPE Pipe - Supply +42 Feet +$80.00 +$3360.00 and Install Manhole 1A - Supply and +1 Each +$4125.00 +$4125.00 Install Total: +$7275.00 We intend to bill the.above quantities to the Compost,Facility. Payment will not be sought until drainage installation is complete. If you concur with the content of this letter, please return it with your signature below. Please contact me with any questions and/or comments. X Thomas F. Maher, P.E. Than you ic�rt cc: James Bunchuck Igor Sikiric 1/11/2002 Page 1 of 1 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 (631) 727-0170 FAY: (631) 727-0410 January 11, 2002 Thomas F. Maher,, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: At your Direction, we have installed two landfill gas test vents on the eastern portion of the landfill. These test vents extend approximately 18' into waste. It is our intention to seek payment for this work at the contract price of $1184.00 per vent. The 18' depth and additional gravel fill required fully compensate in cost for the lack of lateral extensions on the vents. These vents will be billed under item 10 of the Contract Bid Sheets. If you concur with the content of this letter, please return it with your signature below. Please, contact me with any questions and/or, comments.. X Thomas F. 'Maher, P.E. Thank -you, obert G. %e Dy cc: James Bunchuck Igor Sikiric 1/11/2002 Page 1 of 1 TERRY CONTRACTING & MATERIALS, INC 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of Letter Date: 08 -Jan -02 Job No. 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure 9 Attached ❑ Under separate cover Via ❑ Prints ❑ Plans ❑ Samples El. Change Order ❑x Specifications the following, items: COPIES DATE NO. DESCRIPTION 5 01/08/02 34 Corrugated High Density Polyethylene Drain Pipe Specifications —as to 3.1 D. THESE ARE TRANSMITTED as checked"below: 0 For approval ❑ Approved as submitted ❑ For your use ❑ Approved. as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FOR BIDS DUE REMARKS:. ❑ Resubmit copies for approval ❑ Submit copies for distribution, ❑ Return corrected prints, ❑ PRINTS RETURNED AFTER LOAN TO. US C . o ,ie., s_ T.o:: James.Bunchiick (w/o att.achments). ..:. Signed: Igor Sikinc (w/o attachments) ' Ti ..Howell If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS',INC. IIE`1T= 011F UT141\N0RQUUAL 840 WEST MAIN STREET RIVERHEAD, NEW Y0 . 1901 Date: 08=Jan-02 Job No. 1314-F3 Attention: Thomas Maher PHONE: (631) 727-0170 Re: General- Construction FAX: (631)'727-0410 Contract No. 2000 Southold Landfill Closure . To. Dvirka and Bartilucci . Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015, WE ARE SENDING YOU 0 Attached 11Under separate cover Via the following items: 0 Shop Drawings ❑ Prints:,,❑ Plans ❑ Samples ❑ Specifications '❑ Copy of Letter ❑ Change Order ❑ 1NESE; 'RE TRANSMITTED as checked below al 0 For approval El Approved as submitted- [I Resubmit copies for approv ❑ For. your use ❑ Approved as noted. : ,C] Submit copies.for distribution ❑ As requested ❑ Returned for corrections 11 Return corrected prints': ❑ For.review and comment „ 11 FOR BIDS DUE ElPRINTS RETURNEDAFTER LOAN TO .US. . REMARKS:. mittals for headwall and cast iron covers will.t be made under separate cover ` James Bunchuck (w/o:attachments) Copies' To _ Igor Sikiric (w/o attachments) Signed - _:.. ._Timoth J Howell ' - y notify; If enclosures are not as noted, kindly TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive L Woodbury, NY 11797-2015, ,WE ARE SENDING YOU © Shop Drawings ❑' C6py of Letter ILI 'T=IR c31F 7RAJ\\?5hU ilk.'' Date: 28 -Dec -01 Job No. 1314-173 Attention: Thomas Maher Re: General Construction Contract No.. 2000 Southold Landfill' Closure - 0 Attached ❑ Under separate cover Via. ❑ Prints. ❑-Plans ❑ Samples Q Change Order the following items: Specifications COPIES DATE NO. DESCRIPTION 5 12/28/01 27a Pre -cast concrete Specifications - Manholes and Stilling Basin - as to 6.4 E.2 `4 THESE ARE TRANSMITTED as checked below D 'For approval D. Approved,as submitted:. , 11 Resubmit copses foie. approval 11 For your use. ❑ Approved as noted, ❑ Submit copies-for.distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected: prints ❑For review and. comment: ❑ , ❑ FOR BIDS DUE ❑ PRINTS RETURNED. AFTER LOAN TO US REMARKS 1.Submittals for -headwall and cast iron covers will, be made under separate cover Jaes Bunchuck Copses'.To IEor Sikirsc (w/o attachments) mw/o attachments) ) - Signed- ' - _ Ifenclosuresanoas -1 r TERRY CONTRACTING & MATERIALS, )INC. 840 WEST MAIN STREET RIVERBEAD, NEW YORK 11901 PHONE: (631) 727-01,70 FAX: (63 :) 1) 727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 17,11 ll L s1F-1 (0 1. T. I U 1 P'll-k 11 T 117, �llll� LL Date: I 27 -Dec -01 —Job No. 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure WE ARE SENDING YOU RE Attached 0 Under -separate cover Via the following items: [I Shop Drawings 0 Prints 0 Plans .0 Samples ❑ Specifications El Copy of Letter El Change Order. 9'Roll ,certifications TBESE'ARETRANSM=Das"c'b:6dked'below: Z For approval L oved as submitted Approved d 0 Re submii copies f6r approval El For your use [I Approved. as noted. Submit copies for distribution J. As requested 0 Returned for corrections D Return corrected prints 11 For review and comment El FOR BIDS DUE F1 PRINTS . RETURNED AFTER LOAN TO US, REMARKS: TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STFEET RIVE AD. NY 31901 (516) 727-0170 December 12, 1-001 11 Mr. Thornas Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Dear Ivor. Maher, The liner crew has left the site without installing any liner. Subsequent correspondence will follow to Outline, in detail why a claim will be made. I am very disappointed that the project has taken such a serious turn. Sincerely, Robert G. Terry RGT7jm TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET �:... RIVERHEAD, NY 11901 t' ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 December 12, 2001 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: In accordance with 4.3-F.l.k of the Contract Documents, the contractor has allowed ample time for the taking and testing of conformance samples in accordance with 4.3- F.l.j. Rolls slated for installation on the west hill were sampled in the presence of the Engineer on November 13, 2001 and have yet to be tested. As you are aware, this issue has been raised on several occasions with resulting confusion over which party, (Dvirka and Bartilucci or Tectonics), is responsible for conformance testing. Recent communications with you and with Tectonics' field representative indicate that Tectonics is responsible for conformance testing and does not wish to do so at this time. It has also been stated that Tectonics may perform conformance sampling and testing at a later date from material that has already been installed. We find this approach to conformance testing unacceptable and not valid under the contract documents. It is our position that the Engineer has now waved his right to perform conformance sampling and testing on this material and that such sampling and testing will not take place. We ask for written confirmation of this so as to avoid any future conflict over conformance sampling. Please contact me with any questions and/or comments. Thank you, Timothy J. Howell cc: James Bunchuck Igor Sikiric 12/12/2001 Page I of 1 TERRY CONTRACTING & MATERIALS, INS. 840 VIrEST MAIN STREET RNiPMAD, NX11901 (518j 727-og90 December 12, 2001 Mr. Thomas Maher, P.E. Dvirka and )far tilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Dear Mr. Maher, Last week, I faxed you the enclosed letter regarding my concerns writh Tectonics compaction testing. When we discussed this letter, I was concerned about working Saturday on overtime to remove the gas venting materials in order for Tectonic to re -test the area. We asked that Tectonic be onsite to retest because liner was scheduled to begin on Monday. Tectonic refused to work.Saturday and arrived late to work Monday to start testirkg this area. At the time it was the only issue remaining to began liner installation. I must remind you that you agreed to pay for Saturday's work if my assertions regarding Tectonics' Compaction. Testing prove to be correct. I look forward to your response as compaction testing of the sub grade is stili not complete and a correction will greatly affect our costs to corzaplete this work. Sincerely, Robert G- 'ferry/jm Enclosure TERRY CONTRACTING & MATERIALS, INC. 846 WEST MAIN STREET RIVERHEAD, NY 11901 (516) 727-0170 December 7, 2001 Mr. Thomas Maher, P.E. Dvi-rka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Compaction Testing Dear Mr. Maher: As discussed we have experienced difficulty in achieving acceptable compaction test results over the past two (2) weeks. We have consistently maintained that our methods and means as conditionally approved by your office yield acceptable compaction results. As you recall there have been several arguments about this issue where Peter Sutherland has maintained that he had to "direct our lab in correctmethods, to use to arrive at a meaningful proctor for this material." Our lab has consistently maintained that Peter Sutherland is not correct in his application of the Standard or his use of the Troxler equipment on this material. I checked with Troxler Electronic Laboratories, Inc. regarding their equipment and its use on materials with high gravel content. They feel their equipment would normally be used in the backscatter mode because direct transmission may disturb the aggregate and lower the density. At my request Tectonic tried this yesterday and- was not able to get a reading from the machine. The machine would not operate properly in the backscatter mode. Another question both Universal and Troxler wanted to know was how were the results of the cone tests as compared to the Troxler readings. Why didn't Tectonic run some sand cone tests, as is the normal procedure? Another serious flaw.in this process has been Peter Sutherland's insistence on a gravel correction being performed on the material. I went online to the ASTM web site to review the relevant documents, referenced in the project specifications'. I have enclosed copies of the relevant standards foryour reference: A review of test method D698 -00A Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 KN-M/M3)) seems to indicate under section 1.2 Note 3 that for soils with 30% or less by weight of material retained on the 3/4- inch sieve we should see Practice D4718. A review of Practice D4718-87 (2001) Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles under section 1.3 indicates that our -materials do not meet the criteria to be considered. for a gravel correction. The "practice- is applicable: to soils and soil -rock mixturesiil which . up to 40% of the material is retained. -ori the No.4 sieve." That means at least 60% of the materials must pass the No.4 Sieve to fulfill the soil fraction of the soil -rock mixtures. To ignore this criteria would mean we could apply the standard to a combined mixture of/2" to 1" gravel without any soil component at all. I ihink we could agree that the Standard is written so as to avoid such an error. In. fact, there is .an appendix to this standard that I Y have enclosed that further substantiates the criteria for using the gravel correction. The section is x1.2 and states, "The upper limit of oversize particles in this practice has been set at 40% of the plus No. 4 material and 30% of the plus 3/4 inch material." It seems that they intend that both criteria be met. Every sample of the contour grading material tested failed to meet the basic minimum criteria necessary for performing a gravel correction. We tested nine (9) samples and not a single one retained less than 40% on the NoA Sieve, which indicates that the gravel portion of this material is too high to do a gravel correction on it. Peter Sutherland directed our lab to the standard and how he wanted it performed. It appears to me that he was completely in error and caused at least a two (2) - week delay on the job and the considerable expense of adding water and rolling this material. As you know, the gas venting materials now being placed are all passing at greater than 96% with no water added or rolling. It certainly requires less effort to compact bank run sand than screened sand yet we have expended tremendous efforts to achieve a lower value (90%) in the bank run (contour. grading material) than in the venting sand. I have spoken to Larry Mercandante at Universal laboratories, Inc. about this and he confirmed for me that Peter Sutherland specifically directed him as to how he wanted the gravel correction done. A letter from Larry Mercardante will follow. I think what I have outlined above speaks for itself. At this time I must reserve the right to make a claim for extra money and time, however, I would like to wait and see how the job progresses from this point forward before making a decision on whether to pursue this claim or not. An additional basis for this claim is the fact that the use of the 17 -acre materials was never contemplated at the time we bid for this project. However, I think it is unfair for the Town to have to pay extra for our working with a better material just because Tectonic failed to properly test the compaction of the material and caused us to incur additional expense trying to satisfy them. I look forward to your response to this letter and hope we can move on to a more productive working relationship on the job. I know you and I have discussed a mutual desire for this to happen. Sincerely, �' Obert G�. T President Enclosures RGT/jm 2 D4718-87(2001) Standard Practice for Correction of Unit Weig.. Page 1 of 4 Document Summary To order the full text, see ordering options at Developed by left. ASTMPractice D4718-87(2001) Standard Subcommittee: ubco Practice for Correction of Unit Weight D18.0 and Water Content for Soils Containing Adoptions: Oversize Particles DOD Approved Copyright 2001 AMERICAN SOCIETY FOR ANSI Adopted .STING AND MATERIALS, West Book of Standards Conshohocken, PA. All rights reserved. Volume: 04.08 1.. Scope Order Now: 1.1 This practice presents a procedure for Credit Card Only . Download calculating the unit weights and water contents of containing oversize particles when the data Full Text (PDF) soils Mail are known for the soil fraction with the oversize Delivery= particles removed. North America o Mail 1.2 The practice also can be used to calculate the Delivery- unit weights and water contents of soil fractions International when the data are known for the total soil sample Price: $ 25.00 containing oversize particles. 1.3 This practice is based on tests performed on Pages: 3 soils and soil -rock mixtures in which the portion Delp Desk considered oversize is that fraction of the material retained on the No. 4 sieve,Wsed on these tests, this practice is applicable to soils and soil -rock mixtures, in-which��u�o 40% of the -material is retained on the No. 4 sieve. The practice also is http://www.astm.../D4718.htm?L+mystore+oogp 1020+100720070 11/30/01 D4718-87(2001) Standard Practice for Correction of Unit Weig.. Page 2 of 4 considered valid when the oversize fraction is that portion retained on some other sieve, such as the 3/4 -in. sieve, but the limiting percentage of oversize particles for which the correction is valid may be lower. However, the practice is considered valid for materials having up to 30% oversize particles when the oversize fraction is that portion retained on the 3/4 -in. sieve. 1.4 The factor controlling the maximum permissible percentage of oversize particles is whether interference between the oversize particles affects the unit weight of the finer fraction. For some gradations, this interference may begin to occur at lower percentages of oversize particles, so the limiting percentage must be lower for these materials to avoid inaccuracies in the computed correction. The person or agency using this practice shall determine whether a lower percentage is to be used. 1.5 This practice may be applied to soils with any percentage of oversize particles subject to the limitations given in 1.3 and 1.4. However, the correction may not be of practical significance for soils with only small percentages of oversize particles. The person or agency specifying this practice shall specify a minimum percentage of oversize particles below which the practice need not be applied. If a minimum percentage is not specified, 5% shall be used. 1.6 This practice may not be applicable to soil - rock mixtures which degrade under field compaction. 1.7 This practice offers a set of instructions for performing one or more specific operations. This http://www.astm.../D4718.htm?L+mystore+oogp 1020+100720070 11/30/01 D4718-87(2001) Standard Practice for Correction of Unit Weig.. Page 3 of 4 document cannot replace education or experience and should be used in conjunction with professional judgment. Nat all aspects of this practice may be applicable in all circumstances. This ASTMstandard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project's many unique aspects. The word "Standard" in the title of this document means only that the document has been approved through the ASTM consensus process. 2. Referenced Documents C127 Test Method for Specific Gravity and Absorption of Coarse Aggregate D1556 Test Method for Density and Unit Weight of Soil In Place by the Sand -Cone Method D1557 Test Methods for Moisture -Density Relations of Soils, and Soil -Aggregate Mixtures Using 10-1b (4.54 -kg) Rammer and 18 -in. (457 - mm) Drop D2167 Test Method for Density and Unit Weight of Soil In Place by the Rubber -Balloon Method D2216 Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock D2922 Test Methods for Density of Soil and Soil - Aggregate In Place by Nuclear Methods (Shallow Depth) D3017 Test Method for Moisture Content of Soil and Soil -Aggregate In Place by Nuclear Methods (Shallow Depth) D4253 Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table D698 Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort http://www.astm.../D4718.htm?L+mystore+oogp 1020+100720070 11/30/01 D4718-87(2001) Standard Practice for Correction of Unit Weig.. Page 4 of 4 Ell Specification for Wire -Cloth Sieves for Testing Purposes Index Terms oversize particles; unit weight; water content http://www.astm.../D4718.htm?L+mystore+oogp 1020+100720070 11/30/01 Dec 07 01 12:33p P.2 q • D•4718 APPENDIX (Nonmandatory Information) 4.: IONAI. E Xl. RAT X 1,1 The calculations to correct the unit , weight and water content of soil samples containing oversize pard are based on the premise that the percentage of such particles is small enough that they do not interfere with the compac- tion of the finer fraction during the compaction process, Thus, the finer fraction of the soil will achieve the same unit weight and water content with the oversize partidles absent as with them present. The equation used for the calculation of unit weight is based on the work of Ziegler. 5, ; X1.2 Tests conducted by the Bureau of Reclamation °,' -'Ziegler , E. J., `Effect of Materials Retained on the No; 4 Sieve on the Compaction Test of Soil," Proceedings, Highway Research Board, vol. 29, 1948; pp 409-414. 6 Merriam, J., Research on Compaction Control Testing for Gravelly Soils," Earth Research Program Report Ebf662. U.S. Bureau or Reclamation, Denver, CO, August 1963. Holtz, W. G., and Lowhz, C. A., "Compaction Characteristics of Gravelly soils," U.S. Bureau ejReciamatron Earth Laboratory FWPO t No. 509, Denver, CO, September 1957, . . • r.; and the Waterways Experiment Station" indicate that the limiting oversize particle (plus No. 4 sieve) content may be as high as 40 %. It is necessary in evaluating such studies to ensure that the gradation of the finer fraction does not change as the oversize particle content changes. The uppet', limit of oversize particles in this practice has been set at 40'% of the plus No. 4 material and 30 % of the plus 314 -in, material. X1.3 It is assumed that in a moist, compacted sample of soil containing oversize particles, those oversize particles absorb moisture from the surrounding medium. The max' imum water content that the oversize particles can The, max. a approaches as a limit the percent absorption of the oyersize fraction, as measured by Test MethodC 127. The water content .of the oversize fraction also may be measured- directly easured directly by Method D 2216. e Don- aghe, R. T., and Townsend, F. C., "Compaction Charauteristim, or Earth -Rock lvlixtures," Report 2 `Blended Material," Misc, Paper S-73-25, US Army Engineer Waterways Experiment Station, Vicksburg, MI, August 1975.:;, 3_ ne � The American Sociery for Testing and Materials takes no positron respecting the validity of any patent rights asserted in connectlort wth any item mentioned in this standard, Users of this standard are.expressly advised that determ/nation of the valldhy of any such patent rights, and the risk of infringement Of such rights, are entirely their own.responsibRity This standard is subject to revision at any'llm6 by the responsible technical committee and must be rdviewed every tine years and if not revised, either reapproved or withdrawniYour comments are invited ether for revlslon of,this standard or for additimalstarrdards and should be addressed to ASTM Headquarters. Your, comments will receive careful consideration at a maeUtig of the resoonsitrle faehnipal Commitee, which you may attend. ff you feel that ycur comments have hot received a left hearing you should make your views known to the ASTM Committee on Standards, 1916 Race St., Philadeiphle, PA 19103. 00 0 D698 -00a Standard Test Methods for Laboratory Compa... /sup>) Page 1 of 7 • Downloa Full Text (PDF) 1.1 This test method covers laboratory Mail compaction procedures used to determine the Delivery - NorthAmerica relationship between water content and dry North A • Mail Delivery - Tntemitinnal Price: $ 35.00 Pages: 11 unit weight of soils (compaction curve) compacted in a 4 or 6 -in. (101.6 or 152.4 - mm) diameter mold with a 5.5-lbf (24.4-N) rammer dropped from a height of 12 in. (305 mm) producing a compactive effort of 12,400 ft-lbf/ft3 (600 kN-m/m3). Help Desk Note 1 -The equipment and procedures are similar as those proposed by R. R. Proctor ( Engineering News record -September 7, 1933) with this one major exception: his rammer blows were applied as "12 inch firm strokes" instead of free fall, producing http://www.astm.org/cgi-bin/Sof.../D698.htm?L+mystore+oogp 102 11/30/01 Document Summary Other users of this *To order the full text, see ordering options standard at left. also Developed by downloaded: ASTMTest Method D698 -00a Standard Test Subcommittee: D18.03 Methods for Laboratory Compaction D1557: Test Method for Characteristics of Soil Using Standard Laboratory Adoptions: Building Codes 3 Effort (12,400 ft-lbf/ft (600 kN- Compaction Characteristics m/m3)) of Soil Using Book of Modified Effort Standards Copyright 2001 AMERICAN SOCIETY FOR (56,000 ft - Volume: 04.08 TESTING AND MATERIALS, West lbf/ft3 2 700 Conshohocken, PA. All rights reserved. kN-m/m3 Order Now: Credit Card Only 1. Scope d • Downloa Full Text (PDF) 1.1 This test method covers laboratory Mail compaction procedures used to determine the Delivery - NorthAmerica relationship between water content and dry North A • Mail Delivery - Tntemitinnal Price: $ 35.00 Pages: 11 unit weight of soils (compaction curve) compacted in a 4 or 6 -in. (101.6 or 152.4 - mm) diameter mold with a 5.5-lbf (24.4-N) rammer dropped from a height of 12 in. (305 mm) producing a compactive effort of 12,400 ft-lbf/ft3 (600 kN-m/m3). Help Desk Note 1 -The equipment and procedures are similar as those proposed by R. R. Proctor ( Engineering News record -September 7, 1933) with this one major exception: his rammer blows were applied as "12 inch firm strokes" instead of free fall, producing http://www.astm.org/cgi-bin/Sof.../D698.htm?L+mystore+oogp 102 11/30/01 D698 -00a Standard Test Methods for Laboratory Compa... /sup>) Page 2 of 7 variable compactive effort depending on the operator, but probably in the range 15,000 to 259000 ft-lbVft3 (700 tol,200 kN-m/m3). The standard effort test (see 3.2.2) is sometimes referred to as the Proctor Test. Note 2 -Soils and soil -aggregate mixtures should be regarded as natural occurring fine - or coarse-grained soils or composites or mixtures of natural soils, or mixtures of natural and processed soils or aggregates such as silt, gravel, or crushed rock. 1.2 These test methods apply only to soils that have 30% or less by weight of particles retained on the 3/4 -inch (19.0 -mm) sieve. Note 3 -For relationships between unit weights and water contents of soils with 30% or less by weight of material retained on the 3/4 -in. (19.0 -mm) sieve to unit weights and water contents of the fraction passing 3/4 -in. (19.0 - mm) sieve, see Practice D4718. 1.3 Three alternative procedures are provided. The method used shall be as indicated in the specification for the material being tested. If no procedure is specified, the choice should be based on the material gradation. 1.3.1 Method A: 1.3.1.1 Mold 4 -in. (101.6 -mm) diameter. 1.3.1.2 Material -Passing No. 4 (4.75 -mm) sieve. 1.3.1.3 Layers -Three. http://www.astin.org/cgi-bin/Sof../D698.htm?L+mystore+oogpIO2 11/30/01 D698 -00a Standard Test Methods for Laboratory Compa... /sup>) Page 3 of 7 1.3.1.4 Blows per layer -25. 1.3.1.5 Use -May be used if 20% or less by weight of the material is retained on the No. 4 (4.75 -mm) sieve. 1.3.1.6 Other Use -If this method is not specified, materials that meet these gradation requirements may be tested using Methods B or C. 1.3.2 Method B: 1.3.2.1 Mold -4-in. (101.6 -mm) diameter. 1.3.2.2 Material -Passing 3/8 -in. (9.5 -mm) sieve. 1.3.2.3 Layers -Three. 1.3.2.4 Blows per layer -25. 1.3.2.5 Use -Shall be used if more than 20%. by weight of the material is retained on the No. 4 (4.75 -mm) sieve and 20% or less by weight of the material is retained on the 3/8 - in. (9.5 -mm) sieve. 1.3.2.6 Other Use -If this procedure is not specified, materials that meet these gradation requirements may be tested using Method C. 1.3.3 Method C: 1.3.3. Wold -6-in. (152.4 -mm) diameter. 1.3.3.2 Material -Passing 3/4 -inch (19.0 -mm) sieve. http://www.astin.org/cgi-bin/Sof../D698.htm?L+mystore+oogpIO2 11/30/01 D698 -00a Standard Test Methods for Laboratory Compa... /sup>) Page 4 of 7 1.3.3.3 Layers -Three. 1.3.3.4 Blows per layer -56. 1.3.3.5 Use -Shall be used if more than 20% by weight of the material is retained on the 3/8 -in. (9.5 -mm) sieve and less than 30% by weight of the material is retained on the 3/4 - in. (19.0 -mm) sieve. 1.3.4 The 6 -in. (152.4 -mm) diameter mold shall not be used with Method A or B. Note 4 -Results have been found to vary slightly when a material is tested at the same compactive effort in different size molds. 1.4 If the test specimen contains more than 5% by weight oversize fraction (coarse fraction) and the material will not be included in the test, corrections must be made to the unit weight and water content of the specimen or to the_ appropriate_fi. eld in _place density test specimen using Practice D4718. 1.5 This test method will generally produce a well defined maximum dry unit weight for non -free draining soils. If this test method is used for free draining soils the maximum unit weight may not be well defined, and can be less than obtained using Test Methods D4253. 1.6 The values in inch -pound units are to be regarded as the standard. The values stated in SI units are provided for information only. 1.6.1 In the engineering profession it is customary practice to use, interchangeably, http://www.asttn.org/egi-bin/Sof../D698.htm?L+mystore+oogpIO2 11/30/01 D698 -00a Standard Test Methods for Laboratory Compa... /sup>) Page 5 of 7 w units representing both mass and force, unless dynamic calculations ( F = Ma ) are involved. This implicitly combines two separate systems of units, that is, the absolute system and the gravimetric system. It is scientifically undesirable to combine the use of two separate systems within a single standard. This test method has been written using inch - pound units (gravimetric system) where the pound (Ibf) represents a unit of force. The use of mass (lbm) is for convenience of units and is not intended to convey the use is scientifically correct. Conversions are given in the SI system in accordance with IEEE/ASTM SI 10. The use of balances or scales recording pounds of mass (lbm), or the recording of density in lbm/ft3should not be regarded as nonconformance with this standard. 1.7 This standard does not purport to address all of the safety problems, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. 2. Referenced Documents C127 Test Method for Specific Gravity and Absorption of Coarse Aggregate C136 Method for Sieve Analysis of Fine and Coarse Aggregate D1557 Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Efforts (56,000 ft-lbf/ft3 (2,700 kN- http://www.astm.org/egi-bin/Sof../D698.htm?L+mystore+oogpIO2 11/30/01 . D698 -00a Standard Test Methods for Laboratory Compa... /sup>) Page 6 of 7 -1 r m/m3)) Drop D2168 Test Methods for Calibration of Laboratory Mechanical -Rammer Soil Compactors D2216 Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass D2487 Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) D2488 Practice for Description and Identification of Soils (Visual -Manual Procedure) D3740 Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction D422 Test Method for Particle Size Analysis of Soils D4220 Practices for Preserving and Transporting Soil Samples D4253 Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table D4718 Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles D4753 Specification for Evaluating, Selecting and Specifying Balances and Scales For Use in Soil, Rock, and Construction Materials Testing D4914 Test Methods for Density of Soil and Rock in Place by the Sand Replacement Method in a Test Pit D5030 Test Method for Density of Soil and Rock in Place by the Water Replacement Method in a Test Pit http://www.astm.org/cgi-bin/Sof.../D698.htm?L+mystore+oogp 102 11/30/01 D698 -00a Standard Test Methods for Laboratory Compa... /sup>) Page 7 of 7 P, D6026 Practice for Using Significant Digits in Geotechnical Data D653 Termninology Relating to Soil, Rock, and Contained Fluids D854 Test Methods for Specific Gravity of Soil Solids by Water Pycnometer E1 Specification for ASTM Thermometers E11 Specification for Wire -Cloth Sieves for, Testing Purposes E177 Practice for Use of the Terms Precision and Bias in ASTM Test Metods E319 Practice for the Evaluation of Single - Pan Mechanical Balances E691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method IEEE/ASTM SI 10, Standard for Use of the International System of Units (SI): the Modern Metric System Index Terms impact compaction using standard effort; density; moisture -density curves; proctor test; compaction characteristics; soil compaction; laboratory tests http://www.asttn.org/cgi-bin/Sof../D698.htrn?L+mystore+oogpIO2 11/30/01 �a Nov 19 01 10:25a r rlN1 VERSAL TES TING inspection services, ine. P.1 82 otis street zea. babylon, new york 11704 tel. (631) 4915252 ,fax. (631) 491-5959 REPORT NO.: 01-2435 P112 DATE:_,11/19101 CLIENT: Terms Ccntracting - 841 Main St..Riverhead. NY 11901 PROJECT: Southold Landfill . SAMPLED BY:_ Universal DELIVERED BY: Universal SAMPLE TYPE: General Fill TYPE TEST: __ Gradation__ _ PERCENT PASSING SIEVE SIZE #1 #7 #3 #4 ##5 #6 4" 100 100 100 100 100 100 3" 100 100 100 100 100 100 2" 100 100 89.4 100 100 100 1 " 82.3 86.1 87.4 89.1 817 90.1 314" 74.2 70.1 .05.5 77.6 74.3 84.1 318" 52..7 61.7 56.8 61.7 66.5 60.7 #4 54..4 55.1 51'.6 52.1 59.7 53.1 #10 43.3 40.1 44.6 41.6 50.3 40.7 940 10.9 67 13.4_ 13.9 9..9 10.7 #200 .5 .81 1.0 1`.2 .5 8 Sample Identification CGM-1 CGM-2 CGM-3 CGM-4 CGM-5 CGM-6 Labatatory Direc or�`'r This report relates only to the item or exact Location tested. It is the confidential property of the Client, and information contained may not be published or reproduced without; our written permission. Nov 19 ai lb:25a UNIVERSAL TESTING inspection services, inc. P.2 82 Otis street zee. babylon, new york 11704 i -el. (631),191-5252 fax. (631) 491-5959 REPORT NO.: 01-2435 P212 DATE: 11/19/01 CLIENT: Terry Contracting 841 Main St. Riverhead, NY 11901 PROJECT: Southold Landfill SAMPLED BY: Universa! _DELIVERED BY: universal SAMPLE TYPE: General Fill TYPE TEST:` Gradation PERCENT PASSING SIEVE SIZE #7 #8 #9 411 100 100 100 3" 100 100 1 DO 211 92.3 100 100 ill 85.1 90.1 86.4 3/4" 72.1 76.7 75.6 3/8" 59.0 63.9 64.3 4 52.7 55.1 54.9 #10 44.0 49.1 42.4 #40 11.2 11.7 16.3 #200 1.5 1.4 1.9 Sample Identification CGM-7 CGM-8 CGM-9 Labothtory Director This report relates only to the item or exact location tested. It is the confidential property of the Client, and information contained may not be published or reproduced without our written permission. Dec 07 01 03:24p p.1 iversal Terry Contracting 840 West Main Street Riverhead, New York 11901 Dear Bob, �,an,7\ 'll (r-"�, Engineering • Materials Testing • Construction Inspection • Full Service Laboratory December 6, 2001 Re: Southold Landfill . have reviewed the documents you faxed regarding "Correction for oversize particles" (ASTM D4718) again. Although we believe the criteria for this practice .to be performed is two fold, using the #4 and 3/4seve .Wperesanda proctors in accordance to ASTM D698 and D4per consultant'sS Although it is important to follow proper test methods to determine unit weight in the laboratory; it is equally important for proper procedures to be followed in field particularly when the place material has large particles. Using a nuclear density gauge in a direct transmission mode may cause the movement of the larger gravel particles during drill rod insertion causing a void and recording a lower density reading. Backscatter tests along with direct transmission tests would provide a better correlation. Direct transmission tests sites should be dug up and visually examined to determine, if the test material is. representative of the full material in general and if rock correction is required. The use of the sand -cone test method (ASTM D1556) may also prove to be helpful. Very ytruly yours, Larry Mlardante President LM/lk 82 OTIS STREET, WEST BABYLON, NY 11704 r Serving The Northeast Fax: (631.) 491-59 Tel: (631) 491-5252 TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 November 9, 2001 Thomas F. Maher, P.E. Dvirka and Bartilucci 33.0 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: Attached, please find a detail of the proposed method of construction for the gas migration control trenches, as discussed by yourself and Robert Terry. Such methods are proposed because the Contractor is unable to construct the trenches as designed by the Engineer. The proposed method preserves the critical details of the gas migration trenches and, excluding the proposed ventilation system, can be constructed at contract prices. The proposed methods will supersede any conflicting detail as described in 2.3 'G.2 of the Contract Documents and as shown on the Contract Drawings. Please contact me with any questions and/or comments. Thank you, Timothy J. Howell cc: Igor Sikiric James Bunchuck 11/9/2001 Page 1 of 1 ivsdoL .9 -7' V7 iy 1,V7 TERRY CONTRACTING & MATERIALS; INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631)-727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of Letter IC,I=E R GIF URANOIv1111 UA L Date: 05 -Nov -01 Job No. 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure 0 Attached ' ❑ Under separate cover Via the following items: ❑ Prints ❑ Plans ❑ Samples, ❑ Specifications ❑ Change Order © List of "Or Equals COPIES DATE NO. DESCRIPTION 1 11/5/01 28 List of Proposed, "Or Equals as to GC 2.8.4 THESE ARE TRANSMITTED as checked below: © For approval ❑ Approved- as submitted ❑ For your use ❑ Approved as noted. ❑ As requested: ❑ Returned for corrections ❑ For review and. comment ❑ FORBIDS`DUE REMARKS`. Copies To: James Bunchuck Igor Sikiric ❑ Resubmit: copies for approval ❑ Submit. copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO -US Signed: / Timothy J. Howes If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (631) 727-0410 November 6, 2001 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: This letter is to provide the list of proposed "or equal" items. This list is submitted in accordance with GC 2.8.4. Item Description 1. Erosion Control Blanket as to 4.7 D.2 Proposed "or equal" 1. American Excelsior Company Curlex I •- ' Product specifications and samples for proposed "or equal" items are attached. Should the Contractor be given permission to use this "or equal" item for construction at the Southold Landfill Closure a credit of $0.20 will be given for each square yard (app. 216,000 sy total) of Erosion Control Blanket used on the job. Upon approval of this list, the Contractor will submit product specifications for final approval. Please contact me with any questions and/or comments. Thank you, Timothy"✓Jr. rowell cc: James Bunchuck Igor Sikiric 11/6/2001 Page I of 1 �.. . CURLER° I Revised 02/17/99 v Erosion Control Blanket Replaces 04/06/98 CURLER® I MATERIAL SPECIFICATIONS Materials: Great Lakes Aspen Excelsior Polypropylene netting QuickGrass (green excelsior - optional) Roll Sizes Width Length Area Weight 4 ft (1.22m) 180 ft (54.9m) 80.0 sy (66.9 ml) 58.4 Ib (26.49 kg) Description: Curie^ erosion control, blanket is a natural, excelsior blanket which provides a temporary organic cover to reduce erosion, protect seeds, enhance germination and hasten re - vegetation. Typically, Gur/exml is suitable for severe slopes up to 1.5:1 and channels up to 5.0 fps (1.5 mps). Cur/exot is furnished in rolls with polyethylene wrapping (paper wrapping for,QuickGrass) to protect against. the elements prior to installation and may be ordered stjetch-wrapped in Master-Paks of six rolls each to minimize material handling requirements. Physical Properties: Fiber: Great Lakes Aspen Excelsior with no weed. seeds Curled, interlocking fibers with barbed. edges. Fiber Size:, 80% of fibers a minimum of 6" (15.24 cm) long 0.038"'±:0.010"'wide by 0.0 1 811z ± 0.003" thick (0.97 mm ± 0.25 mm wide by 0.45 mm ± 0.08mm thick) Water Absorption: 250%±:25% Weight: 0.7a Ib/sy(0.40 kg/m2) t 10% Net: Polypropylene -(green or white-Wdegrader additive) Net Opening Size:. 3/4" wide -by 1-5/8 long` (19 mm wide by 41 mm long) Net Configuration:; Top side only All weights and measures are based on product at timeofmanufacture American Excelsior - Com pa n.y® AN' E M P L. O. YE. E. O: W N E -D C; O M . P A: N. Y P.O. Box 50671 850 Avenue H East, Arlington, TX 76011 Phone 800-777=SOIL, Fax. 817-649-7816. SUGGESTED CURLEX° 1 SPECIFICATIONS Section 2720 - Erosion Control Blanket (ECB) GENERAL The Erosion Control Blanket (ECB) is a rolled excelsior matting for the purpose of erosion control and revegetation. ECB's shall be furnished inelastic bags or paper -wrappers. Each roll shall be labeled to provide identification sufficient for inventory and quality control purposes. PRODUCTS ECB shall be Curlex° I, as manufactured by American Excelsior Company, Arlington, TX (800-777-7645). ECB shall be made of aspen excelsior with one layer of polypropylene netting stitched together to form a three-dimensional matrix. ECB shall be free of weed seed and of consistent thickness. Fiber shall be curled and interlocked to form a mat, shall have barbed edges and shall be evenly distributed. A minimum of 80 percent of the fibers shall be 15cm (6 in) or greater in length. Excelsior color shall be QuickGrassT" (green) or standard (natural). The ECB shall have the following material characteristics: . Unit Weight 397g/m2 (11.7 oz/sy) Tensile Strength (MD xXD) 92Nx47N (per l0cm) (63.2 lb/ftx 32.4lb/lf) Thickness 12.7mm (0.5 in) Roll Dimensions 2.4m x 27.4m (8 ft x 90 ft) 1.2m x 54.8m (4 ftx 180 ft) Roll Area 66.9m2 (80 sy) Anchors shall be steel wire staples a minimum of 15cm (6 in) in length. EXECUTION Before placing ECB, the finished grade shall be inspected by Owner'.s Representative to insure that it has been .- properly compacted; has been graded smooth; has no depressed, void, soft or uncompacted areas; is free from (. . obstructions, such as tree roots, projecting stones or other foreign matter; and has been seeded. Contractor shall not proceed until all unsatisfactory conditions have been remedied. The extent of'ECB shall be as shown on Drawings. Anchors shall be installed as identified on the Drawing stapling pattern detail(s). Channels: ECB shall be unrolled parallel to the direction of water- flow. The first roll shall be centered . longitudinally in the channel and anchored with staples. Subsequent rolls: shall be installed outward to the edges of the channel and be lapped to allow .installation of a common row of staples. ECB ends shall be. overlapped sufficiently for a common row of staples with the upstream end on top ("shingled."). Staple the overlap across the end of each of the overlapping. lengths. A. trench shall` be constructed at the upstream termination [15cm.(6 in) min depth]. ECB shall'be stapled to the'bottom of the trench. Backfill and compact the trench. Slopes: ECB shall be oriented in vertical or horizontal strips -and anchored with staples. Joints may either be overlapped to allow for installation of a common row of staples or abutted.. Horizontal. joints shall be shingled. Along flanks., and where exposed to overland sheet flow from" above, construct a termination trench (staple;.backfill and compact). Disclaimer: CUREEX® I is a system for erosion control and revegetation on slopes and channels. American Excelsior Company (AEC) believes that the information contained herein to he reliable and accurate for use in erosion control and revegetation applications. However, since. physical. conditions vary from job site. to job site and even'.within a given job site, AEC. makes no performance guaranteesand assumes -no obligation or liability for the reliability or accuracy of inforination con tainedherein, forthe results,"safety or suitability of using CUREEX I, or fordamages occurringin connection -with the installation of ainy erosion control product whether ornot made byAEC orits affiliates, except as separately and specificallymade in writing byAEC. These specifications are subject to change without.advance notice. American Excelsior: Comp any - EARTH SCLENCE� DIVISION 850. Avenue H East Arlington, Texas 76011 8007777 -SOIL (7645) 817=640-3624 (fax): www:curlex.com^ Form # 235-1099- lex,, Curlew ITM The Industry Standard for Most Slope &Channel Protection Needs This is the one that started it all - the erosion control blanket that literally defined an industry: Curlex L Born in 1963 and thoughtfully refined over the last four decades, Curlex I continues to set the standard for the majority of erosion control blanket requirements. Material Characteristics Curlex I is an erosion control blanket l)mbining our unique, barbed Curlex liber (aspen excelsior) and a top layer of polypropylene netting. Other blankets draw the line at 270g/ni2 (1/2 lb/sy), but not Curlex L At just under 400g/m2 (3/4 lb/sy), Curlex I brings 50% more erosion fighting fiber to your job site. Combine that with a'roll that's 45cm (18 in) wider than conventional blankets and you've got today's best multi-purpose blanket. • Roll Dimensions- 2.4mX27.4m(8ftX9.0ft) 1.2mX.54.8m.(4 ft X 180 ft) Performance Capabilities • Channels - : Shear Stress: 96Pa (2 psf) • Slopes - Steepness: 2H: 1V Typical Applications: O:Highway Embankments, Ditches, Bridge, Approaches and Medians O `Landfill Caps and Side Slopes 0 Pipeline Right -Of -Ways O Golf Course Fairways and Roughs El Mine Site Reclamation Projects El Residential, Industrial, Commercial and Institutional Site. Development TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 .PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING YOU 0 Shop Drawings ❑ Copy of Letter. Date: 05 -Nov -01 Job No. 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure ❑x Attached ❑ Under separate cover Via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 5 1115101 27 Pre -cast concrete Specifications — Manholes and Headwall — as to 6.4 E.2 THESE ARE TRANSMITTED as checked below: © For approval ❑ Approved as submitted ❑ For your use El'Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FOR BIDS DUE REMARKS: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ ❑ PRINTS RETURNED AFTER LOAN TO US James Bunchuck 7`E Copies To: Signed: G� Igor Sikiric Timothy J. If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 ( 6 3 1 ) 727-0170 FAX: (6.31)-727-0410 November 5, 2001 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: As discussed at the November 2, 2001 progress meeting, payment for relocation of the temporary RCA access road to,the 17 -acre parcel will be billed on a per day basis for all equipment used. The following rates will apply. 1. .Daewoo 330 Excavator 2. Cat D7 Bulldozer $1800/day $1750/day If you concur with the content of this letter, please return it with your signature below. P Thank you, Robert G. Terry cc: 'James Bunchuck 11/5/2001 Page 1 of I TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of Letter L1l RAPz 01)1' I I't:R\tilll"l Date: l -Nov -01 Job No. 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure N Attached ❑ Under separate cover Via_ ❑ Prints ❑ Plans ❑ Samples ❑ Change Order 0 Specifications the following items: COPIES DATE NO. DESCRIPTION 5 11/1/01 26 CHDPE Drainage Pipe Specifications as to 3.1 B.1 THESE ARE TRANSMITTED as checked below: 0 For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FOR BIDS DUE REMARKS: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Copies To: James Bunchuck Signed: Igor Sikiric Timothy J. If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 727-0170 FAX: (631) 727-0410 To: Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING YOU ❑ Shop Drawings 0 Copy of Letter ILIF,77ER ®IF URANSDUTTAL Date: 30 -Oct -01 I Job No. 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure © Attached ❑ Under separate cover Via the following items: 0 Prints ❑ Plans ❑ Samples © Specifications ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION -w 5 10/30/01 6b Geotextile Affidavit as to 4.1 B.2.b — Resubmit 2 1k-.3 10/30/01 7b Geotextile Data and Specifications.as to 4.1 B.2.a — Resubmit 2: 1.8'.S 10/30/01 8b Geotextile Material and QC as to 4.1 B.1.c —Resubmit 2 THESE ARE TRANSMITTED as checked below: ❑x For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted 0 As requested ❑ Returned for corrections ❑ For review and comment ❑ FOR BIDS DUE . ,REMARKS: 0 Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 0 PRINTS RETURNED AFTER LOAN TO US Copies To: James Bunchuck Signed: Igor Sikiric Timothy J. If enclosures are not as noted, kindly notify TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NEW YORK 11901 PHONE: (631) 72T-0170 FAX: (631) 727-0410 To. Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, NY 11797-2015 WE ARE SENDING YOU ❑ Shop Drawings 0 Copy of Letter LETTER RZ 07 7RA1�15MR77A , Date: 29 -Oct -01 Job No. 1314-F3 Attention: Thomas Maher Re: General Construction Contract No. 2000 Southold Landfill Closure © Attached ❑ Under separate cover Via the following items: D Prints 0 Plans ❑ Samples ❑ Specifications ❑ Change Order N Certifications COPIES DATE NO. DESCRIPTION 5 10/29/01 24 Type I Geotextile Roll Certifications as to 4.1 D.3 5 10/29/01 25 Type I Geotextile QC Certification as to 4.1 D.3 THESE ARE TRANSMITTED as. checked below: For approval ❑ Approved as submitted ❑ For your use 0 Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ FORBIDS DUE REMARKS: Copies. To:_James Bunchuck Igor Sikiric ❑ Resubmit copies for approval 0 Submit copies for distribution ❑ Return corrected prints PRINTS RETURNED AFTER LOAN TO US Signed: If enclosures are not as noteg kindly notify J. TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 (631.) 727-0170 FAX. (631) 727-0410 October 9, 2001 Thomas F. Maher, P.S. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797--2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: This letter is to confirm that Terry Contracting and Materials, Inc. will receive payment for excavation of test holes in the vicinity of the pe=anent 17 -acre access road for purposes of quantifying the amount of waste in this area. This work is being performed with a crawler excavator and will be billed at a rate of $1200.00 per day. If you concur with the content of this letter, please sign below and return to the sender. Thank you, �s/ Robert G. Ferry cc:. James Mulligan James Bunchuck Igor Si.kiric 10/9/2001 Page 1 of 1 TERRY CONTRACTINTG a INI ATE' RI ALS, INC 8 4 0 XV F .5 T NI AIN S T R F, F T R I N' E R I I I.-, 'k D , NY 1 1 9 0 1 6 3 1 7 2 7 - 01 7 0 FAN: ((1 3.1 ) 7 2 7, 0 4 10 P F- , WeH Constn"on Techniques 0 URGENT 0 FOR RF.VTFW 11 PLEASE (-n- MMFN'T' Cl Pl,,P,.ASF REPLY 13 PLBA,5F, RE(,-WT.,F FACSIMILE TRANSMITTAL SHEET FRoJ" Jaynes 11mchuck Tiinodiv- J. Rowell Southold Town 9/24/.';(K)1 FAX N.U.%f8FK TOTAf NO. OF PAGE5 MICLUDINC.; COVER:. (031) 7.34-7976 PftQNE,'lA;N(lAf-',,Rt CAxttoN copv- ((,31) 7347685 David Glass, Igor Sikijicjvu.cm Mull mn P F- , WeH Constn"on Techniques 0 URGENT 0 FOR RF.VTFW 11 PLEASE (-n- MMFN'T' Cl Pl,,P,.ASF REPLY 13 PLBA,5F, RE(,-WT.,F TERRY CONTRACTING & MATERIALS, INC 840 WEST. MAIN STREET RIVFR.K.EAD., NFW YORK 11901 PHONE- (63 1) 727-0170 FAX: (63 1) 7' .17-04 10 T,,._Pyirka and Bartilucci. Consultin Engineers u330 Crosswa+s Park Drive Woodbu!y, N y , 797-2015 - 7 LE 771E,1R. (DTF 7T4JT5T,., U171 UPIL, Date: 24 -Sep -01 , LJ9b.No. 1314-F3 Attemion: David Glass Re-, Cieneral Constniction Contract No. 2000 Southold Landfi11. Closure WE ARE SENDING YOU N Attached F.1 Under separate cover Via following itetns- Shop Drawings C Prints FJ1 Plans 0 Samples ❑ Specifications I' Copy of Letter D Change Order 09 Non -Potable Water Supply Well Methods COPIES DATE No DESCRIPTION 1 q/24101 -- 17 _Proposed Non -•Potable Water Supply Well Construction Methods THESE ARE TRANSMITTED as checked below 0 For 'approval [7 Approved as submitted [.1 For Your USC 0 Approved as noted" C:! As requested E Retwiled for corrections ,17', For review and oo mment 7, FOR BIDS DUE REMARKS: Copies To: Jarnes.Runchuck (via fax) James Mulliman 0 Resubmit copies for approval 0 Submit copies for distribution 0 Return corrected prints El PRINTS RETURNED AFTER LOAN TO US Signed: Timothy J. peow tf enclomiresare not asnote(4 kitu#Y notr(y TFRR(J N T R A CTING & NIATF,RiiI,S, INC 9 4 0 W F, S T M. A. I N ST R V,. F. 'J' R 1 V F, R H F..A 1) , N N' 1 1 9 0 1 . ( 6 3 1 j 7 2 7 - 0 1 7 0 F.A N - (6 1 ) - 7 --) 7 - 0 4 1 0 September 16, 2001 Jame`: A, Righter, R.A. Southold Town Engineering Dppartment. Town Hall 530'-45 Main Road 3outhol.d, NY 119*71 Re! Gaut? -cold Larldf i I I, Closure Dear Mr. Richter: Per your request, "I" am submitting the following co,,st proposal for handling of the approximate 6,500 cy of pesticide contaminated soil within the, Sr--,uthuld Town La.t-jdfill. Closure. 1. Placement and Compaction of pe-o'tic-i(le $3.(JU / ton contaminated Soi 1 as Pe. 1, cot-ttract specifications. Payment will 1-.)e based an. actual weight (7.f material received it the Southold Town L , ondfill as measured andrecor.ded by the Southold Town Lan(Jfill, vehicle load Please contact me with any cju4!.AsLion�; of comments. Thank you, G. Terry Cr7: James Bunchuck 9/18/2001 Page 1 of 1 ID 0 1 2 3 4 5 6 9 10 1i 12 13 14 15 is 17 18 19 20 21 22 23 zd 25 2s 27 28. .. zs 30 31 32 33 34 35 36 37 38 TERRY CONTRACTING AND MATERIALS. INC 840 WEST MAIN STREET RIVERHEAD, NY 11901 (631)727-0170 SOUTHOLD LANDFILL CLOSURE - WEEKLY CONSTRUCTION SCHEDULE Oct 14•'01 F' Task Name Duration Start irnsh 10/14/01 10/15/01 10/16!01 10/17/01 10/18/01 19/19/01 10/20/01 Construction Schedule -Week of October 14, 2001 5 days 10/15/01 10/19/01 Contractor's Work Force To Be On -Site 5 days 10/15/01 10/19101 Site Superintendent 5 days 10/15/01 10/19/01 Foreman 5 days 10/15/01 10/19/01 Equipment Operators - 4 5 days 10/15/01 10/19/01 r Truck Drivers - 2 5 days 10/15/01 10/19/01 Contractor's Equipment To Be On -Site 5 days 10/15/01 10119101 Terex TA40 - 1 5 days 10/15/01 10/19/01 Terex TA40 - 2 5 days 10/15/01 10/19/01 Daewoo 330 Excavator - 1 5 days 10/15/01 10/19/01 _ Daewoo 330 Excavator - 2 5 days 10/15/01 10/19/01 Cat D-7 5 days 10/15/01 10/19/01 Cat D-6 5 days 10/15/01 10/19/01 Clarke Payloader 5 days 10/15/01 10/19/01 Cat 980 Payloader 5 days 10/15/01 10/19/01 Chieftan 1200 Screening Plant 5 days 10/15/01 10/19/01 rT Hamm Compactor 5 days 10/15/01 10/19/01 Subcontractor's To Be On -Site 5 days 10/15101 10/19/01 L.K. McLean Survey Crew - As required 5 days 10/15/01 10/19/01 Primary Construction Activities 5 days 10/15/01 10/19101 MEW Screening of Highway Department Sand 5 days 10/15/01 10/19/01 Grading of Permanent 17 -acre Access Road 5 days 10/15/01 10/19/01 Excavation of Gas Migration Control Trenches 5 days 10/15/01 10/19/01 Lining and Filling of Gas Migration Control Trenches 5 days 10/15/01 10/19/01 F7777_ Placement and Compaction of 6" Subgrade Lift 5 days 10/15/01 10/19/01 Secondary Construction Activities 5 days 10115/01 10/19/01 Erection"of Construction Fence - As Required 5 days 10/15/01 110/19/01. Transfer of Loam From 17 -acres to Borrow Pit 5 days 10/15/01 10/19/01 3 Survey Operations 5 days 10/15/01 10/19/01 Swale and Roadbed Stakeout - As required 5 days 10/15/01 10/19/01 Material Delivery 1 day 10/19/01 10119/01 60 mil HDPE 1 day 10/19/01 10/19/01 —_ — -- - ----' --- Page 1 of 2 0 Construction Schedule - Week of October 14, 2001 1. No Testing To Be Conducted On -Site 2. No Overtime Conditions Proposed 37 Material Delivery 1. Material Delivery Is Tentative TERRY CONTRACTING AND MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901 (631) 727-0170 SOUTHOLD LANDFILL CLOSURE - WEEKLY CONSTRUCTION SCHEDULE Page 2 of 2 MONTHLY REPORT of SltF PltQ ECT NO. " CONTRACTOR'S MING RITY AND WOMEN'S OUSIN ESS (MIWRE) MONTIILY REPORT The following infnrmatiort indicates the payment amounts made to the cuntractor by Ille _ of, _ ° and paylnenls male to NYS certified M/WREs from the contractor ole (his project, The paymcros as stimis made to theme are in compliance willt contract documents fiu Tire above referenced project: MONTH YEAR _2O'0 j I Er2RyCo�ft2�ciNG ,✓ -- �C1�0 C()NTRACTOR AYA %21141.25 __t'k%CCONTRA(T NO. CONTRACT AMOUNTS AMOUNT PAID TO CONTRACTORTins MONTH Al BE GoallAn�onnl�o % = $ �i �ZZ/ �6 dbVBE (:oallArnaunl _f' % = S Work Status Total Payments & Subcontractor This Report P Total Sub, C:aml. Am( S Payments This Month Previous Payrnents Male t®1Date MBE WBE MME WBE MBE WOE MBE WBE _Active 366 – 4ZZt —Attire pj �(nactlre A ctt�t 162 dive _Comp(ele ; Active —Inmelive - —Cumpiele _Active _Inactive _Camplale _ _Active Inarlive Compklc ---- Active -_inactive -- ( um plele w t k t S v, LVA f .'- - a Sltl� ['ltUiEC N CIJYTR�ICTOR :S R1INORI I Y ANI)'WC)111'�N'S llUS1Nf' SS'(M/WIIE} MON 11I1,Y RIE['OR'1' x.: a i -lie 16116wliib I )rnrnlAll' 1pd�calcs the ailperll a!iI, 'Afs• m¢dr Ip Ilie contractor llylhe _ _ of -and paymenla aH�de to NYS ceilifcd h4(Wlils frc►m the --. conlrachr oq1 lhts �rn�cel, 11tc papmclds as sho►�p ppde to them are Ill ecnnplianee vvp6 co-nlracl'docu�penis for Ihe`above referenced project:. M11�1`iTll V U_`- YEAR I ,R CO AC%G91 Z(?ip C( . ACU �M CCOyTRA(TNO..NA % S'z�r, 3(06, ., . ! AMOUNT PAIIU TO C(?NT11ACTOR 1 ITIS MONT CONT!WT AMOUNTS H 4— —�,;;�'� ;. 111 3E CoaIJAmRlrnt(.oat/Amourll Work Status Total Payments & Subcontractor This Rqurt Taia1 Sub. C:aml. Aml S Paymenis This Nlonlh Previous Payments Made to Dale MBE WRE h9BE WBE - MBE WBE MBE WBE ' I CN�/vi�lU� � lcliyc �toa�tire - �QZZ X66 " Coml?Icte / 1. Anirc _AnitY • _ . IIftICtlYe Campiete; _Active 111 itl# �•r '. ... In]ccive _ - Adh•e -- ". -- „ Insclivc Cumptete MONTHLY REPORT of SRP PROJECT NO. CON7R�tCTON's MIryU1tI'TY AND Vy(1h1EN'S BUSINESS {M%WUE} MONT'ILLY REI'nR"I' he IoIl�i�gplg lrlf61`1pa4lnq irultcalcs the pa 'co! m�tdr to the cumeactorhy the uF and payipcnl� nuiJe to NYS ccrlified A1l4VRI: fram:.the ` CO,.actor.on 1,1" p`roject. lic pap1a1 , 11tade to them are �tt'conrpli►nec tivit contr�el 1oc_urne. nts for the above referenced project: " _I410NTI1 �O`O%J�ite YEAfi Z.� OryTRACTQA%ONTATNQ.' ZCTO , CotjTRACT Ahlout S i 2'y AMOUNT PAID TO C(?NTOM TOIL PHIS MONTH -- R1Broal�fl�t�!tlnt�g% S %�22�6 �YBE(.oal/A1naurtl1%=S "S ��. MONTHLY REPORT of SKi� ['1tUlEC"I' NU• CONTRACTOR'S MINORITY AND WOMEN'S BUSINESS (M/WRE) MONTI[LY REPORT 7Lelo11uiving infnrmauon indicates 11re payment amo{rats made to the contractor by ttte _ of and payments made to NYS cerlified M/WRF% from the contractor on this prrijeet. flee payments as Alma made In them are in compliance with contract Ilocurnenls for the above referenced project: h1ON 1C/ZMOS !E CQ 1IC 1A/� P4 7-Q7 T Ct1NTRACTQI(jUG� CONTRACT NO. S 2-16 .f. C- s-3 CONTRACT ANIOUNT S _ AMOUNT !'AIR TO CONTRACTOti; THIS MONTH MME Goal/Ainonnt A %' = S / -�66 WBE Goal/Amount-- -��— Subcontractor Work Sta@us This Reptir@ Taral Sub C_ow@. Ami $ Payments This Month Previous i'ayments Total Payments & N9atlle to Date MBF WBE h1O!! WQE MBE WOE MBE WBE /80 a.az/g Active Q .y Z Atlift - }C�i ° _Inactive _Comptek - _ Active - - ' - InadAr ('umptetr _ _Arlin Imctive ' compirle - _Active _In®rthe' _Cemp'ctt _ Artivc- r Inactive —1'um plrtc XOTAL . . MONTHLY REPORT of Sltl� ['KUiC'I' N CONTRACTOR :S NJINORITY AND WOAIEN'S BUSINESS (MIWB ) MONTI[LY REPORT ILe iolluwing information indicates the payment amounts made le the euolractor by the of and payments made to NYS certified M/WRFs from the contractor oat lhispmjcct. The pa}nieiNs as shu+gn made In then are in cotnpliance tvilh contract documents fir Ihe" above referenced project: ONT11 YEAR Ct1NTRACTOli �1fOdT£, //qGS�_ /t!G CONTRACT NO. AVO X2/6 39616-6 2Z CONTRACT AMOUNT S AMOUNT PAI® TO CONTRACTOR "fllto5 MIDNTN aZ2�66 W"E (:oat/Amount /./.=s 111 BE GaaHAtnrutn Subconlraclor Work Status This Report Total Sub. Coot. Ami S Payments This Month Previous Payments Total Payments & Made -lo, Date MBE WBE h1BE WHE MBE WBE 1116E WBE ��r—_eusuiftne— .A Irtivt; 6Z2��6d .S%, /gl�9a.6z - _Active Inaclive ('om e[e— g � V /6 Y Arlin Inactive' Complete — _Active • �fwnptere —Ariirr _(:ompltl! — Inorlhe - _l'nmplctr - ---- AdWe -- In4divr —Cum pirle — TOTAL 876, o 11