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HomeMy WebLinkAboutCorresp. All Parties; Change Orders 5 CHANGE ORDER (Revised May 8,2003) No. 13 DATE OF ISSUANCE EFFECTIVE DATE OWNER Town of Southold CONTRACTOR Terry Contracting and Materials,Inc. Contract: General Construction Project: Southold Landfill Closure OWNER's Contract No. 2000 ENGINEER's Contract No. 1314 ENGINEER Dvirka and Bartilucci Consulting Engineers You are directed to make the following changes in the Contract Documents: Description: See Attachment Reason for Change Order: See Attachment Attachments(List documents supporting change.): CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times: $ 5,216,366.50 Substantial Completion: 270 days Final Completion: 300 days Net Increase(Decrease)from previous Change Orders Net change from previous Change Orders No. I to 12 No. 2 to 12 Substantial Completion: 246 days $ 317,939.00 Final Completion: 246 days Contract Price prior to this Change Order: Contract Times prior to this Change Order: $ 5,534,305.50 Substantial Completion: 516 days Final Completion: 546 days Net increase of this Change Order: Net increase this Change Order: $ ' (389,804.87) Substantial Completion: 0 days Final Completion: 0 days Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: $ 5.144,500.63 Substantial Completion: 516 Final Completion: 546 RECOMMENDED: APPROVED: ACCEPTED: Dvirka and Bdgl -Co 1' E neers Town of Southold Terry Contracting and Materials,, c. bb , , '� Q Y: H Y c�� �—t..t.�t : Thomas F.Maher,Vice President James Bunchuck,Solid Waste Coordinat obert CTerry, e /Date: D.J' Date: �j Date: ♦1314\F0401302.DOC(R03) ATTACHMENT—CHANGE ORDER NO. 13 (Revised May 8,2003) Value Description Reason for Change Order of Chanee Decrease Bid Item 3—Clearing and Reduction in area cleared and grubbed ($45,600.00) Grubbing from 50 acres to 12 acres Increase Bid Item 4—Unclassified Increase in quantity from 74,000 cy to $51,425.00 Excavation&Relandfilling 84,285 cy due to changes in grading plan Increase Bid Item 5A—Removal& Increase in quantity from 2,000 cy to $67.60 Relandfilling of Buried Waste-Waste 2,010 cy due to increase in waste Excavation Area 1 Increase Bid Item 5B—Excavation of Increase in quantity from 2,200 cy to $9,504.00 Gas Migration Control Trenches 2,600 cy due to increase in trench length,plus 400 cy of gravel at$21/cy Add Bid Item 5D—Waste Excavation Removal of 7,138 cy of waste beyond $48,395.00 Area 2(Provided for in Change Order cap limit and backfill No.4 With No Increase in Contract Price) Add Bid Item 5E—Waste Excavation Removal of cy of waste $49,726.55 Area 3(Provided for In Change Order beyond cap limit and backfill No.4 With No Increase in Contract Price) Add Bid Item 5F—Waste Excavation Removal of cy of waste $2,678.10 Area 4 beyond cap limit and backfill Add Bid Item 5G—Waste Excavation Removal of cy of waste $943.78 Area 5 beyond cap limit and backfill Increase Bid Item 6—Contour Grading Increase in quantity from 36,000 cy to $224,307.00 Material,General Fill&Daily Cover 110,769 cy due to changes in grading from On-Site Sources plans,mixing sand with yard waste and C&D material,and settlement Delete Bid Item 7—Geotextile—Type Not required due to similar material ($332,000.00) 1 (Provided for in Change Order No. 5 used for subgrade surface and gas With No Decrease in Contract Price) venting layer Increase Bid Item 8—Gas Venting Increase in quantity from 56,000 cy to $3,900.00 Layer from On-Site Sources 57,300 cy due to increase in geomembrane area 0 1314/r0401301(R08) 1 w • ATTACHMENT—CHANGE ORDER NO. 13(continued) Value Description Reason for Change Order of Change Increase Bid Item 9—60 Mil Textured Increase in quantity from 166,000 sy to $30,449.16 HDPE Geomembrane 171,901 sy due to increase in waste surface area Increase Bid Item 10—Landfill Gas Increase in quantity from 39 vents to $11,840.00 Vents(Provided for in Change Order 49 vents due to use of loam for contour No. 6 With No Increase in Contract grading material and additional gas Price) venting capacity Increase Bid Item 11 -Geocomposite Increase in quantity from 39,000 sy to $124,244.40 61,000 sy due to error in contract quantity and additional 7,582 sy (Chenango letter 2/28/03)for increased slopes on eastern portion of landfill Increase Bid Item 12—Barrier Increase in quantity from 56,000 cy to $20,615.00 Protection Layer from On-Site Sources 57,300 cy due to increase in geomembrane area,and additional 2,823 cy for increase of 1 foot thickness under roads Increase Bid Item 13A—Vegetative Increase in quantity from 20,000 cy to $88,494.00 Growth Medium Using On-Site 32,642 cy due to manufacture of all Compost&On-Site Sand from Borrow topsoil on-site Area Delete Bid Item 13B—Contingency Manufacture of all topsoil using on- ($248,400.00) Topsoil from Approved Off-Site site source material and deletion of Sources topsoil in Borrow Area Decrease Bid Item 14—Erosion Deletion of seeding in Borrow Area ($76,392.00) Control Blanket Decrease Bid Item 16-Hydroseeding Deletion of seeding in Borrow Area ($18,551.00) Decrease Bid Item 17-Landscaping Deletion of plantings on the landfill ($27,208.00) cap Decrease Bid Item 18—Rip Rap, Stone Reduction of erosion control material ($2,856.00) Fill,Gravel&Reno Mattress in southeast quadrant drainage system Decrease Bid Item 19A—6-Foot High Decrease in the length of fencing from ($28,050.00) Fencing 6,030 feet to 4,534 feet Decrease Bid Item 19B—Foot High Decrease in the length of fencing from ($17,962.63) \ Fencing 800 feet to 345.25 feet 0 1314/T0401301(R06) 2 ATTACHMENT—CHANGE ORDER NO. 13(continued) Value Description Reason for Change Order of Change Increase Bid Item 19C—Gates Increase number of gates from 2 to 4 $5,976.00 Decrease Bid Item 20—Maintenance Decrease in area of roads from 2,600 ($1,584.00) Roads-6" Deep RCA sy to 2,336 sy Decrease Bid Item 21—Maintenance Increase in area of roads from 4,100 sy $13,133.75 Roads- 12" Deep RCA(Provided for to 5,601 sy in Change Order No. 7 With No Increase in Contract Price) Decrease Bid Item 22—Main Access Decrease in area of road from 6,500 sy ($177,650.00) Road(Provided for in Change Order to 2,320 sy No.7 With No Decrease in Contract Price) Decrease Bid Item 24A—Abandon Decrease in the length of wells ($13,500.00) Existing Landfill Gas Monitoring abandoned from 260 feet to 35 feet Wells Decrease Bid Item 24B—New Landfill Decrease in the length of wells ($760.00) Gas Monitoring Wells constructed from 570 feet to 560 feet Decrease Bid Item 25A—Abandon Decrease in the length of wells ($36,160.00) Existing Groundwater Monitoring abandoned from 980 feet to 377 feet Wells Decrease Bid Item 28—Water Supply Town contracted directly for ($38,000.00) Well and Electrical Service construction of the water supply well Delete Bid Item 30—Sand Pit Town will perform this work ($219,000.00) Regrading Add Bid Item 32—Test Pitting Required to delineate/confirm limits of $10,800.00 (Provided for in Change Order No.2 waste With No Increase in Contract Price) Add Bid Item 33—Waste Import Required to handle C&D material after ($10,615.00) (Provided for in Change Order No.3 at completion of baseline topographic an Increase of$75,000.00 in Contract survey—actual cost$64,385.00 Price) Deletion of Bid Item 35—Spreading of Not part of landfill closure project.— ($21,000.00) Greenport Pond Material(Provided for charged to the Town separately in Change Order No. 9 With an Increase of$21,000.00 in Contract Price) 0 1314/r0401301(R06) 3 ATTACHMENT—CHANGE ORDER NO. 13(continued) Value Description Reason for Change Order of Change Add Bid Item—Handling of C&D Required to handle C&D material as $375.00 Material—CAT 322 grading material Add Bid Item—Consolidation of Required to consolidate compost to $2,156.00 Unscreened Compost in Borrow Pit— manufacture topsoil CAT 322 Add Bid Item—Consolidation of Required to consolidate compost to $2,965.63 Unscreened Compost in Borrow Pit— manufacture topsoil CAT 980 Add Bid Item—Consolidation of Required to consolidate compost to $2,925.00 Unscreened Compost in Borrow Pit— manufacture topsoil CAT D7 Add Bid Item—Grading of Eastern Required to complete grading of the $11,025.00 Hill—CAT D7 eastern portion of the landfill Add Bid Item—Separate Loam for Required to separate loam to $400.00 Production of Vegetative Growth manufacture topsoil Medium—CAT D6 Add Bid Item—Separate Loam for Required to separate loam to $656.25 Production of Vegetative Growth manufacture topsoil Medium—CAT 322 Add Bid Item—Screening of Required to screen compost to $15,675.00 Unscreened Compost—Trommel 725 manufacture topsoil Add Bid Item—Temporary Asphalt Required to access temporary road to $2,835.00 Apron the Compost Facility Add Bid Item—Surcharge for Black Required for fencing adjacent to $3,995.00 Vinyl Fencing residential property Add Bid Item—Testing of 17-Acre Required for new source of material $12,970.00 Sand for Gas Venting&Barrier from Compost Facility Protection Layer Add Bid Item—Enlargement& Required to handle additional flow $64,667.14 Construction Changes to Recharge from southeastern drainage diversion Basin 3 system Add Bid Item—Segmented Installation Required to provide access to Compost $31,761.69 of Geomembrane for 17-Acre Road Facility during construction of the cap 0 1314rr0401301(R06) 4 ATTACHMENT—CHANGE ORDER NO. 13(continued) Value Description Reason for Chance Order of Change Add Bid Item—Additional Surveying Required due to changes in the project $58,943.90 Add Bid Item—Gas Migration Control Required to provide continuous gas $8,698.00 Trench Extension in Area of Scale migration control trench in the vicinity House of the scale house Add Bid Item—Liner Installation Required due to addition of catch basin $1,300.78 Around Eastern Drainage System Catch Basin 1 Add Bid Item—Final Grading of Required due to no payment item in —$5,000.00 Recharge Basins 1 &2 the contract for this work Add Bid Item—Transition Area Required to grade edge of cap to —$8,000.00 Grading preconstruction grade at landfill property boundary Add Bid Item—Relocation of Required to grade area between the —$8,000.00 Maintenance Road Along McBride road and landfill property line Property Add Bid Item—Extra Gas Migration Required to increase venting of the gas $4,000.00 Control Trench Vents and Turbines migration control trenches Elimination of Waterproofing Elimination of waterproofing due to ($2,100.00) Manholes Along Southwestern location of manholes outside the cap Drainage system Elimination of Truck Stand Elimination of truck stand due to ($700.00) agreement on truck volumes Substitution of Curlex for Erosion Cost reduction ($11,000.00) Control Blanket Delete Bid Item 37—Asphalt Curb Part of construction of Compost ($3,575.00) Along Pavement Road to Compost Facility to be charged to Compost Facility(Provided for in Change Order Facility No. 12 With an Increase of$3,575.00 in Contract Price) ($389,804.87) O 1314/r0401301(R06) 5 of" 0 0 Dv i rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@worldnet.att.net November 21,2003 Principals Nicholas J.Bartilucci,P.E. Preside,* Henry J.Chlupsa,P.E. ExeaAi�e Dice Rasi*W Thomas F.Maher,P.E. Mr. Robert Terry ViCe Pesldenf Terry Contracting&Materials, Inc. Robert TBuums,P.E. vice Pro i� 840 West Main Street Richard M.walks lice President Riverhead,NY 11901 Steven A.Fangmann,P.E. We President Theodore S.Pytlar,Jr. Re: Southold Landfill Closure VIM PesdeM Substantial Completion Certificate/Maintenance Bond Senior Associates D&B No. 1314 Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Marturano John Mirando,P.E. This letter is in response to your letter of transmittal dated November 17, 2003, rit P J.J Kenneth Pchard,P.E. Brian Kenneth . rit P.E. returning three (3) signed copies of the Certificate of Substantial Completion, as M. well as providing a Maintenance Bond for the above-referenced project. Associates Joseph F Baader Please be advised, the Maintenance Bond was not submitted in accordance with Garrett M.Byrnes,P.E. the requirements of the Contract Documents. In accordance with Section 5, Rudolph F.Cannavale Joseph A. Cannso,P.E. Paragraph 5.1.1 of the General Conditions, the Maintenance Bond shall be Thomas P.Fox,RG submitted in conjunction with the application for final payment. The effective Gerald Gould,C.P.G. date of the Maintenance Bond shall be predicated upon the date of approval of William D.Merkin,P.E. final payment. Please note, to date, proceedings for final payment in accordance Michael Neuberger,P.E. with the requirements of the Contract Documents have not been initiated. Edward J.Reilly Moreover, a written request for final inspection of the site, in accordance with Charles J.Wschsmuth,P.E. Section 14; Paragraph 14.11 of the General Conditions, has not been submitted to Kenneth P.Wenz,Jr.,C.P.G this office. Secondly, in accordance with Section 5, Paragraph 5.1.12 of the General Conditions, the Maintenance Bond shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. Based on discussions with a representative of the U.S. Department of Treasury, the surety company (American Manufacturers Mutual Insurance Company) providing the submitted Maintenance Bond is not on the current approved list. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvirka and Bartilu Ci CONSULTING ENGINEERS Mr. Robert Terry Page Two Terry Contracting &Materials,Inc. November 21, 2003 If you have any questions,please do not hesitate to contact me. Very truly yours, Thomas F. Maher,P.E. Vice President TFM/FDt/ld cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright,D&B ♦1314\TFM03(A)LTR-38.DOC rmov 2 5 TOWN OF Mff-M .Of Wse 0 d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net October 1, 2003 Prindpails Nicholas J.Bartilucci,P.E. P—wa Henry J.ChWpsa,P.E. EMr. Robert G. Terry rxubN Vice Thomas F.Maher,PE. Terry Contracting& Materials, Inc. Vi-Pr.w Robert T.Bums,P.E. 840 West Main Street vc.P "°"" Riverhead,NV 11901 Richard M.Walka Vic.P,sed«K SteVA_P A.Fangmann,P.E. Re: Southold Landfill Closure Vic.P�.aid.rk Theodore S.Pytlar,Jr. D&B No. 1314 Vic.PMUCA"W Senior Associates Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Joseph H.Marturano Based on your certification of all work completed through Payment Application John A.Mirando,P.E. No. 13, as contained in your letter dated September 11, 2003, and our site walk- Kenneth J.Pritchard,P.E. through on September 30, 2003, please find enclosed for your signature, three (3) Baan M.veith.PE. copies of the Certificate of Substantial Completion for work completed through AliOditq Payment Application No. 13. After you have signed all three (3) copies, return Joseph F.Baader them to me. Garrett M.Byrnes,P.E. Rudolph F.Cannavale Payment Application No. 14, which is for payment of retainage for work Joseph A.Fioraltso,P.E. performed through Payment Application No. 13, will be the amount requested Thomas P.Fox,P.G. ($267,187.61), less two (2) times the value of the punch list items as provided in Gerald Gould,C.P.G the Certificate of Substantial Completion ($50,000.00), for approved payment of William D.Merklin,P.E. $217,187.61. Upon satisfactory completion of the punch list items, a Certificate Michael Neuberger,P.E. of Final Completion will be prepared releasing final payment of the $50,000. Edward J.Reilly Charles J.Wachsmuth,P.E. As recognized in your letter of September 11, 2003, the Town reserves its right to Kenneth P.Went,Jr.,C.P.G have Terry Contracting & Materials, Inc. perform work under the landfill closure contract in addition to those work items through Payment Application No. 13. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. 1 0 1 • Dvirka and Bartilucci CONSULTING ENGINEERS E 8 Mr. Robert G. Terry 0CT:-:3 page Two Terry Contracting& Materials, Inc. October 1, 2003 TOWN OF SOUTHOLD DEPT,OF SOLID WASTE If you have any questions, please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam Enclosures cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B 01314\TFM03(A)LTR.DOC-29(R01) t d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 e 718-460-3634 • Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net September 17, 2003 Principals Nicholas J.Bartilucci,P E PPresident . Mr. Robert G. Terry Henry J.Chlupsa,PE Terry Contracting& Materials, Inc. Execufive Vice President Thomas F Maher,P E 840 West Main Street Vice President Riverhead, NY 11901 Robert T.Burns,P E. Vice President Richard M Walka Vice President Re: Southold Landfill Closure Steven A.Fangmann.PE As-built Drawings for Submittal 55 Electric Service Tho ore S D&B No. 1314 Theodore S.Pytlar,Jr. ✓Ice Resident senior Associates Dear Mr. Terry: Anthony 0 Conetta,P E. Dennis F Koehler PE We have reviewed the submittal identified as "As-built drawings for Submittal 55 Joseph H.Manurano Electric Service." The submittal was received on September 11, 2003 and, in John A.Mirando'P E accordance with your letter, has been reviewed with respect to the requirements of Kenneth J.Pritchard,P E. Division 16 of the Specifications for the above-referenced project. Brian M.Veith,P E. Assoclates In accordance with the Specifications, electrical submittals for the project shall Joseph F.Baader include the following information to the extent applicable: Garrett M.Byrnes,P E. Rudolph F Cannavale 1. Manufacturer's name and product designation or catalog number. Joseph A.Fioraliso,P.E. Thomas P Fox,PG 2. Electrical ratings. Gerald Gould,C.P.G 3. Conformance to applicable standards or specifications of ANSI, William D.Merklin,P.E. ASTM, ICEA, IEEE, ISA, NEC, NEMA, NFPA, OSHA, UL or other Michael Neuberger,P E. Edward J.Reilly organizations Charles J.WaWsmuth,PE. 4, Dimensioned plan, section and elevations showing means for Kenneth P Wi nz,Jr.,C.PG mounting, conduit connection and grounding. 5. Materials and finish specification, including paints. 6. List of components including manufacturer's names and catalog numbers. 7. Internal wiring diagrams indicating all connections to components and numbered terminals for external connections. 8. Manufacturer's instructions and recommendations for installation, operation and maintenance. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. r Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. September 17, 2003 In addition, the Contractor is required to provide: 9. Manufacturer's recommended list or spare parts. 10. Certificate of Compliance from the New York Board of Fire Underwriters or other authority having jurisdiction shall be provided upon job completion prior to submission of final payment. 11. Record drawings which shall include the following: a. One-line wiring diagrams of the complete distribution system. b. Actual in-place conduit and cable layouts with schedule of conduit sizes and number and size of conductors. c. Layout and arrangement of all equipment requiring electrical connections. d. Control and noncontrol wiring diagrams with terminal numbers and all devices identified, indicating point to point terminations. e. Copies of all as-built panel schedules, which shall also be affixed to the appropriate panels. The submittal did not include any of the above information. We request that you prepare a formal submittal including the above-referenced information and submit it for our review no later than September 19, 2003. Please do not hesitate to contact me at (516) 364-9890 if you have any questions. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/MDWt/jmy cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B ♦1314\TFM03(A)LTR.DOC-26(RO1) 1 Dvirka and 0 Bai tilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net September 5, 2003 Principals Nicholas J.Bartilucci,P E. Mr. Robert G. Terry Presdent Terry Contracting& Materials, Inc. Henry J.Chlupsa,P.E. Executive vice iRmsidenr 840 West Main Street Thomas F.Maher,P E. Vice President Riverhead,NY 11901 Robert T Bums,P E. vice PMsiM,* Richard M.Mika Re: Southold Landfill Closure VIM`resid " Final Gradin Plan(As-Built) Resubmittal Steven A Fangmann,P E. g Vice PresldeM D&B No. 1314 Theodore S.Pytlar,Jr. AM PRnsider" Dear Mr. Terry: Senior Aasociataa Anthony 0.Conetta,P E. Dennis F Koehler,P.E. We have reviewed the Final Grading Plan (As-Built) resubmittal, received in our Joseph H.Manurano office on September 3, 2003. We have reviewed the submittal with respect to the John A.Miranda,PE. requirements of the Contract Documents for the above-referenced project.y Kenneth J.Pritchard,P E Presented below are our comments: Brian M.Veith.P.E. "Soclatas 1. As previously commented, in accordance with Division 2, Section 2.0 Joseph F.Baader of the Standard Specifications, the As-Built survey shall include the Garrett M Byrnes.P E. locations of installed groundwater monitoring wells. Additionally, the Rudolph F.Cannavale elevation of the top of casing of each groundwater monitoring well Joseph A.Fioraliso,PE. shall be shown on the As-Built survey. The referenced submittal shall Thomas P Fox,P,G. be revised to clearly define locations of groundwater monitoring wells Gerald Gould,C.P.G and associated top of casing elevations. Wiliam D.Merklin,P.E. Michael Neuberger,P.E. 2. As previously commented, in accordance with Division 2, Section 2.0 Edward J.Reilly of the Standard Specifications, the As-Built survey shall include the Charles J.Wachsmuth,P.E. locations of landfill gas migration control trenches. The referenced Kenneth P.Wenz,Jr.,C.P G. submittal shall be modified accordingly. 3. As previously commented, the referenced submittal shall include locations of all installed temporary fencing. The referenced submittal shall be modified accordingly. 4. As a general comment, the gas monitoring well designations shall correlate with the contract appointed designations. The referenced submittal shall be modified accordingly. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS VF Mr. Robert G. Terry 14 Page Two Terry Contracting& Materials, Inc. September 5, 2003 TOWN OF SOUTHOLD DEPT.OF SOLID WRSTf The submittal has been stamped "revise and resubmit " contingent upon the specific comments above being addressed in a revised submittal, which we are requesting that you deliver to this office by September 19, 2003. Please do not hesitate to contact me at (516) 364-9890 if you have any questions. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/FDt/cmc cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland,Tectonic Engineering F. DeVita, D&B M. Wright, D&B ♦1314\TFM03(A)LTR.DOC-24 Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 11 718-460-3634 . Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net Principal* August 21, 2003 Nicholas J.Banilucci,P.E. Pr...** Henry J.Chlupsa,P.E. E—irm Vice Pr.aldenf Thomas F.Maher,RE. Mr. Robert G. Terry Tho vi- Terry Contracting & Materials, Inc. Robert T Bums.P.E. ��. 840 West Main Street R-�dM.s i Riverhead,NY 11901 Steven A.Fangmann,P.E. Vic.P4.aidw t Theodore S.Pytlar,Jr. Re: Southold Landfill Closure Vic.P...** D&B 1314 Senior Assodatas Anthony o.Conetts,P.E. Dear Mr. Terry: Dennis F.Koehler,P.E. Joseph H.Manurano The Town of Southold has considered your claim of remaining balances due in John A.Mirando,P.E. addition to your request for payment contained in Payment Application Number Kenneth J.Pritchard,P.E. Brian Kenneth VeimP.E. 13, both of which were provided in your letter dated August 7, 2003. M.Associates 1. In a meeting held on August 20, 2003, the Town has determined that Joseph F.Baader two of the remaining balance items are approvable for additional Garrett M.Byrnes,P.E. payment, these being fence repairs in the amount of approximately Rudolph F.Cannavale Joseph A.Fi armee.P.E. $3,000 as claimed and RCA on Cox Lane temporary road in the amount of$5,110 as claimed. Thomas P.Fox,P.G. Gerald Gould,C.P.G. William D.Merklin,P.E. 2. Payment Application Number 13 is approved. Please provide me with Mich"Neuberger,P.E. three original signed copies, together with an Affidavit of Contractor Edward J.Reilly and Contractor's Payroll Statement. Chanes J.Wachsmuth,P:E. Kenneth P.Wenz,Jr.,C.P.G. 3. With regard to the issue of Substantial Completion as also commented upon in your August 7, 2003, letter, as stated in my letter dated July 14, 2003, and in a recent telephone conversation, as stipulated in the Contract Documents, as a prerequisite to issuance of a Certificate of Substantial Completion, Terry Contracting and Materials (TC&M) is required to certify to the Town and D&B, in writing, that the work is substantially complete except for items specifically listed by TC&M. Until we receive this certification, we cannot address the release of retainage. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. M Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. August 21, 2003 If you have any questions, please call me. Very truly yours Thomas F. Maher, P.E. Vice President TFM/tam cc: John Romanelli, Councilman John Cushman, Comptroller James Bunchuck, Solid Waste Coordinator 01314\TFM03(A)LTR.DOC-20(R02) d1Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net August 18, 2003 Principals —�n— Nicholas J.Bartilucci,P.E. Mr. Robert G. Terry V E Henry .Chlupsa,P.E. Terry Contracting&Materials,Inc. D E—uNw,vice Pr amt 840 West Main Street Thomas F.Mahar'P.E. Riverhead,NY 11901 AUG 2 0 Wi Robert T.Bums.P.E. vlc.P.d«k Richard M.Walka Re: Southoid Landnil Ciosure TOWN Vice Pmaidsnf Status of Submittals �r Steven A.Fangmann,P.E. YL�' Vic.Avaid.m Submittal Nos. 43b and 52 Theodore S.Pytlar,Jr D&B No. 1314 ail.P,..d.M Senior""°Nato' Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. We have received a copy of a notarized affidavit signed by an authorized representative Joseph H.Marturano of the manufacturer for Submittal No. 43b - Erosion Control Material - Curlex I and John A.""rand°'P.E. approve this submittal. Kenneth J.Pritchard,P.E. Brian M.Veith,PE. With regard to Submittal No. 52 - Vegetative Growth Medium, we have received the Associates corrected report and approve this submittal. Joseph F.Baader Garrett M.Byrnes,P.E. As stated in our July 29, 2003 letter, we are awaiting information on the casing location Rudolph F.Cannavale and elevation for the new groundwater monitoring wells. We are also still awaiting Joseph A.Fioraliso,P.E. submittals for the electrical service as detailed in our letter dated May 7, 2003. Please Thomas P.Fox,P.G. submit the required information as a formal submittal. Gerald Gould,C.P.G William D.Merklin,P.E. We request that you provide the information previously requested, as soon as possible. Mikael Neuberger,P.E. Please do not hesitate to contact me at(516)364-9890 if you have any questions. Edward J.Reilly Charles J.Wachsmuth,P.E. V ly yo,,1W ' Kenneth P.Wenz.Jr.,C.P.G. Thomas F.Maher,P.E. Vice President TFM/MDW/jmy cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B ♦1314\TFM03(A)LTR.DOC-19 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 e 718-460-3634 e Fax: 516-364-9045 e-mail: db-eng(c&woddnet.att.net Principals July 30, 2003 Nicholas J.Banducci,P.E. P.—i-t Henry J.Chlupsa.P.E. E—b"Vice P--dent n Thomas F.Maher,P.E. v.e P. d .nt Mr. Robert G. Terry U Robert T.Bums,PE. Vice President Terry Contracting & Materials, Inc. Richard M.Walka 840 Nest Main Street v_PresMent AVG L '� Steven A.Fangmann,P E. Riverhead, NY 11901 Vice P—4m Theodore S.Pytlar,Jr. TOWN V—P1&,d.M Re: Southold Landfill Closure SEPT OF SOLID Senior Associates D&B No. 1314 SOLID WASTE Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Marturano John A.Mirando,PE. As a follow-up to conversations held on June 28, 2003 with Mr. Frank DeVita, Kenneth J.Pritchard,P.E. please provide a complete detailed topographical survey of the gas venting layer Brian M Vetth,P.E. for the above-referenced project, signed and sealed by a land surveyor licensed in Associates the State of New York. Joseph F.Baader Garrett M.Byrnes,P.E. If you have any questions, please call. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. TVery truly yours, Thomas P.Fox,PG Gerald Gould,C.PG William D.Merklin,P.E. Michael Neuberger,P.E. Edward J.Reilly Thomas F. Maher, P.E. Charles J.Wachsmuth,P.E Vice President Kenneth P.Wenz,Jr.,C.PG TFM/FD/jmy cc: 1. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B ♦1314\TFM03(A)LTR.D0C-12 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. r • • s d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net July 29, 2003 Principals Mr. Robert G. Terry Pm J.Bartducci,RE. Terry Contracting & Materials, Inc. Henry J.Chlupsa.P.E. 840 West Main Street E-6-V—Pnaq-nt Thomas F.Maher,P.E. Riverhead,NY 11901 vice Pres dom Robert T.Burr's'P.E. Vip Pr.-idrrd Re: Southold Landfill Closure Richard M.Walka Vice Rsaid*nf Status of submittals Steven A.Fangmann,P.E. Submittal Nos. -40c, 43b, 47a and 52 Vic*Prewd" Theodore S.Pytlar,Jr. D&B No. 1314 Vic.Prew" Senior Associates Dear Mr. Terry: Anthony O.Gonda,P.E. Dennis F.Koehler,P.E. We have reviewed Submittal No. 43b - Erosion Control Material - Curlex I and, Joseph H.Marturano as discussed, we are awaiting a copy of a notarized affidavit signed by an John A.Mirando.P.E. authorized representative of the manufacturer certifying that the proposed P J.J Kenneth Pritchard,P.E. Brian Kenneth . ri P.E. materials are suitable for the intended purpose, prior to final approval of this M. submittal. AssoOlatb Joseph F.Baader With regard to Submittal No. 47a - Headwall Submittal, we have received the Garrett M.Byrnes,P.E. certified test report from the manufacturer and the rebar tag as requested and Rudolph F.Cannavale Joseph A.Fioraliso.P.E. approve the submittal. Thomas P.Fox,RG Gerald Gould,C.P.G With regard to Submittal No. 52 - Vegetative Growth Medium, we are awaiting William D.Merklin,P.E. the corrected report requested in our letter dated July 17, 2003, prior to final Michael Neuberger.P.E. approval. Edward J.Reilly Charles J.Wachsmuth•P.E. With regard to Submittal No. 40c - Drybound Dense Graded Aggregate Base Kenneth P.Wenz,Jr.,C.P.G Course, we have reviewed your response to our comments and find the information acceptable. The submittal has been approved. Although the letter dated July 15, 2003 from your office, indicated that the casing location and elevation for the new groundwater monitoring wells will be provided on the as-built drawing, this information was not provided on the drawing provided to us on July 25, 2003. Please provide casing locations and elevations for the new groundwater monitoring wells, as well as the locations of the landfill gas monitoring wells. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. 0 Dvirka and BartilucciC� j [ 0 E CONSULTING ENGINEERS U r — AUG Mr. Robert G. Terry Page Two Terry Contracting &-Materials, Inc. TOWN OF UTH July 29, 2003 pEPT.OF SOLID WASTE We still are awaiting submittals for the electrical service as detailed in our letter dated May 7, 2003. Please submit the required information as a formal submittal. We request that you address the above comments as well as provide the information previously requested, no later than August 11, 2003. Please do not hesitate to contact me at(516) 364-9890 if you have any questions. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/MW(t)/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B 01314\TFM03(A)LTR-l 0.doc i Dvirka and 0 Bart,�lucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@woridnet.att.net July 29, 2003 Principals Nicholas J.Bartilucci,P.E. Mr. Robert G. Terry Henry J.Chlupsa,P.E. Terry Contracting & Materials, Inc. Exxu&` Vic.P-4--t 840 West Main Street Thomas F.Maher,P.E. VK-Proaft m Riverhead,NY 11901 Robert T.Bums,P.E. vios P'"'*t Richard M.Walka Re: Southold Landfill Closure vios Pnsidw* Steven A.Fangmann,P.E. Final Grading Plan(As-Built) Submittal V ics P,asae D&B No. 1314 Theodore S.Pytlar,Jr. v_Prssi w Senior Associates Dear Mr. Terry: Anthony o.Conetta,P.E. Dennis F Koehler,P.E. We have reviewed the Final Grading Plan(As-Built), which you submitted during Joseph H.Marturano the Progress Meeting on July 25, 2003. We have reviewed the submittal with John A.Mirando.P.E. respect to the requirements of the Contract Documents for the above-referenced Kenneth J.Pritchard,P.E. project. Presented below are our comments: Bnan M.Veith,P.E. Assoelotes 1. In accordance with Division 2, Section 2.0 of the Standard Joseph F.Baader Specifications, the As-Built survey shall include the locations of Garrett M.Byrnes,P.E. installed groundwater monitoring wells. Additionally, the elevation of Rudolph F.Cannavale the top of casing of each groundwater monitoring well shall be shown Joseph A.Fioraliso,P.E. .RG on the As-Built survey. While the submitted survey provides locations Thomas P.Fox Gerald Gould, RP.G. of all installed monitoring wells, it does not differentiate groundwater William D.Merklin,P.E. monitoring wells from gas monitoring wells. The referenced submittal Michael Neuberger,P.E. should be revised to clearly define locations of gas monitoring wells Edward J.Reilly and groundwater monitoring wells, and top of groundwater monitoring Charles J.Wachsmuth,P.E. well casing elevations. Kenneth P.Wenz,Jr.,C.P.G 2. In accordance with Division 2, Section 2.0 of the Standard Specifications, the As-Built survey shall include the locations of installed chain link fence. The submitted survey does not show all areas of installed fencing (i.e., northern property line adjacent to borrow pit). The referenced submittal should be revised to provide the locations of all installed chain link fencing, as well as temporary fencing. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. • Dvirka and Bartilucci E CONSULTING ENGINEERS t1UJ � .. .1 ✓ Mr. Robert G. Terry Page Two Terry Contracting&Materials, Inc. DEPT. WN July 29, 2003 3. In accordance with Division 2, Section 2.0 of the Standard Specifications, the As- Built survey shall include the locations of drainage swales. The submitted survey does not define the locations of drainage swales constructed with erosion control fabric. The referenced submittal should be revised to provide the locations all drainage swales constructed. 4. In accordance with Division 2, Section 2.0 of the Standard Specifications, the As- Built survey shall include the locations of landfill gas migration control trenches. The submitted survey does not define the location of the gas migration control trenches. The referenced submittal should be revised to provide the locations of the landfill gas migration control trenches. 5 In accordance with Division 2, Section 2.0 of the Standard Specifications, the As- Built survey shall include the limits of installed cap. The submittal survey does not define the limits of the cap. The referenced submittal should be revised to provide the limits of the cap. The submittal has been stamped "revise and resubmit " contingent upon the specific comments above being addressed in a revised submittal, which we are requesting that you deliver to this office by August 11, 2003. Please do not hesitate to contact me at (516) 364-9890 if you have any questions. Very truly yours, Thomas F. Maher,P.E. Vice President TFM/FDV(t)/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B 0 1314\TFM03(A)LTR-08.doC Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax:516-364-9045 e-mail: db-eng@worldnet.att.net July 17, 2003 Principals Nicholas J.Bartilucci,P.E. P.W.w Henry J.Chlupsa,P.E. Mr. Robert G. Terry Executive"ice President Terry Contracting&Materials, Inc. Thomas F.Maher,P.E. Vice Prosident 840 West Main Street Robert Bums,PE. Riverhead,NY 11901 Richard M.Walka Vice Prosldent Steven A,Fangmann,P.E. Re: Southold Landfill Closure Vice President Erosion Control Blanket- Curlex I Theodore S.Fytlar,Jr. Voe P—d.M Submittal Nos. -43, 47a and 52 Senior Associates D&B No. 1314 Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Marturano John A.Mirando,PE. We have reviewed the submittal provided for the Curlex I Erosion Control Kenneth J.Pritchard,P.E. Blanket. Please provide three copies of this submittal with the required stamp. Brian M.Veith,PE. We also request that the submittal be numbered "43b" in order to be consistent Associates with previous erosion control submittals. The submittal was received on July 15, Joseph F.Baader 2003, and in accordance with your letter has been reviewed with respect to the Garrett M.Byrnes.P.E. requirements of Section 4.7D of the Specifications for the above-referenced Rudolph F.Cannavale project and have the following comment: Joseph A.Fioraliso,P.E. Thomas P.Fox,P.G. 1. As required by Section 4.3.C.2 of the Specifications, the Contractor Gerald Gould,C.P.G. shall furnish a notarized affidavit signed by an authorized William D.Merklin,P.E. Michael Neuberger. E. representative of the manufacturer certifying that the proposed Edward J.Reilly materials are suitable for the intended purpose. Charles J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G. This submittal has been stamped"revise and resubmit." In addition, we have reviewed the information provided on July 15, 2003 for submittals 43, 47a, and 52. We have the following comments: 1. Submittal No. 47a - Headwall Submittal - we are awaiting the certificates of mil analysis and tensile and bond tests. 2. Submittal No. 52 - Vegetative Growth Medium - it appears that the results for pH and Organic Content for samples VGM-1 and VGM-2 have been switched. Please provide a revised report from Universal Testing. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci o • CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting &Materials,Inc. July 17, 2003 We request that you address the above comments, as well as provide the information previously requested for Submittal 40C and the electrical service,as soon as possible. Please do not hesitate to contact me at(516)364-9890 if you have any questions. V truly yours, Thomas F. Maher, P.E. Vice President TFM/MDWt/cmc cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering D M. Wright, D&B F. E I V E DeVita, D&B ♦1314\TFM03(A)LTR.DOC-06(R01) JUL 2 • OWN OF DEPT,OF EOLM WAST[ 07/22.•'2003 TUE 12:07 FAX 2001/001 • • Dvirka 0 Baftilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax:516-364-9045 e-mail: db-engCvworldnet.att.net July 14, 2003 ►r+no+a.rs Nicholas.l.Banileca,RE. VnWeat MenryJ Ctuupsa.P.E. Fac-are V"Reodw Mr. Robert G. Terry TA.Pr and Maher,RE. Terry Contracting&Materials,Inc. f F to Burma,PE. 840 West Main Street Richertl M Wake Riverhead,NY 11901 Vim t,..d.rx Steven/1.Fanpmann.P.E. "_Ar"Md"" Re: Southold Landfill Closure Theodore S.PWW.X.. "AP,>� D&B No. 1314 S*nW Assodates A weny O.Corona.PE. Dear Mr. Terry: Dennis F Koeh er.P.E. jusso M MSA This is a folio-w-up to your letter dated July 2, 2003, our letter dated July 3,2003, John A.Ovando,P.E. and your recent request regarding substantial completion. As stated in the July 3 Kan-A ',.Prik,ra.P.E. letter, as a prerequisite to issuance of a Certificate of Substantial Completion, Brian M.Vain.P.E. Terry Contracting and Materials(TC&M) needs to certify to the Town and.D&B, AtseWat" in writing, that the work is substantially complete, except for items jpqcifically Joseph F,Seeder listed by TC&M. ,;area M.Symms,P.E. Rudolph F.Cannavate If you have any questions,please call me. Joseph k Fiore U,P.E. Thanes P.Fox,PG Ve yours, 3snJ0 Could.C.P.0 VWmam D MerWin,PE. Michael Neuerye.P.F. Edward Q.E.J.Rath che,�; Wac,�,;lh. Thomas F. Maher,P.E. Kamwm P.�::.Jr.C.P.G Vice President TFMlcmc cc: J.Bunchuck,Town of Southold 1. Sikiric,NYSDEC F. DeVita,D&B M. Wright,D&B •13141TFM03(A)LT1LD0C-04 A DIVISiON OF WILLIAM F.COSULICH ASSOC�ATES,P.C. d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 • 718-460-3634 . Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net July 9, 2003 Principals Nicholas J.Banilucci,P.E. Pr..vd.M Henry J.Chlupsa,P.E. Mr. Robert G. Terry Exe 0-Vic.P—denf Terry Contracting & Materials, Inc. Thomas F.Maher,P.E. v"Pr...*v 840 West Main Street R�%T. ms.P.E. Riverhead,NY 11901 Richard M.Walka Vic.Pr—cont Steven A.Fangmann,PE. Re: Southold Landfill Closure P—w7f D&B No. 1314 Theodore S.Pytlar,Jr. Vic.PM..*f Senior Associates Dear Mr. Terry: Anthony 0.Conetta,P.E. Dennis F Koehler,P.E. This letter is in response to your letter dated July 7, 2003, regarding inspection Joseph H.Manurano activities conducted at the landfill site on July 1, 2003. First, please note that the John A.Mirando,PE. first sentence of your letter is not correct, as measurement of the erosion control Kenneth J.Prichard,P.E. blanket did not occur on July 1 st. Activities for this day involved measurement of Brian M.Veith,P.E. asphalt and RCA roadways, and measurement of temporary and permanent ,sates fencing. Joseph F.Baader Garrett M.Byrnes,P.E. Second, as agreed upon on June 30, 2003, Mr. Juan Collazos was to meet Frank Rudolph F.Cannavale DeVita of my office at the landfill at 11:00 a.m. on July 1st to measure Joseph A.Fioraliso,P.E. construction quantities for payment purposes. Quantities to be measured included Thomas P.Fox,RG RCA roadways, asphalt roadwa s installed temporary y , roadways, p ary and permanent fencing, Gerald Gould,C.P.G and erosion control blanket. However, because Mr. Collazos did not arrive at the William D.Merklm,P.E. site until approximately 1:00 p.m., he and Frank DeVita were only able to Michael Neuberger,P.E. Edward J.Reilly complete measurement of the RCA roadways, asphalt roadways, and installed Charles J.Wachsmuth,P.E. temporary and permanent fencing by approximately 3:00 p.m. that day. Kenneth P.Wenz,Jr.,C.P.G At this point, Mr. Collazos indicated that he would not be able to work past 3:30 p.m. due to other obligations. Therefore, since the remaining work would take at least four to five hours to complete, and Mr. Collazos' not being able to work past 3:30 p.m., it was agreed that the measurement of the erosion control blanket would be performed on July 2nd. Please note, as per Mr. DeVita, at no point during this conversation did Mr. DeVita indicate that "he was leaving because he had a two and one-half hour commute"as stated in your letter. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. July 9, 2003 Upon being notified of the lack of progress for that day, I directed Mr. DeVita to continue measurement of the erosion control blanket and to compile his findings that evening since the measurement of the erosion control blanket were necessary for our Progress Meeting on July 2nd. Mr. DeVita performed the continued measurement of the erosion control blanket utilizing a measuring wheel that he purchased that day, prior to Mr. Collazos arriving on-site. I hope that this clarifies this matter. Very ruly yours, Thomas F. Maher, P.E. Vice President TFM/FD(t)/ld cc: J. Bunchuck, Town of Southold 2 I. Sikiric,NYSDEC E D F. DeVita, D&B M. Wright, D&B ♦1314\TFMO3(A)LTR-02.D0C(R02) JUL 7 1 2C J3 TOWN OF SOUTHOLD DEPT,OF SOLID WASTE Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 h ii 516-364-9890 • 718-460-3634 Fax: 516-364-9045 l e-mail: db-eng@worldnet.att.net 14)N 3 O Principals DEPT. OF SOLID WASTDE Nicholas J.Bartilucci,P.E. P. 4.4 Henry J. m iPr a,P.E. EJune 26, 2003 xecu6ro VPr..idenf Thomas F.Maher,RE- V,_ Pnald.d Robert T.Bums,P.E. V "o°P—A.1" Mr. Robert G. Terry VimRichard d.WaNca Terry Contracting& Materials, Inc. t RicEll ardM. SteVk.ven A.Fangmann,P.E. 840 West Main Street 10 Theodore S.Pylar,Jr. Riverhead,NY 11901 vi-PlVadew ssnlw Associates Re: Southold Landfill Closure Todd;D Anthony o.Conetta,P.E. D&B No. 1314 Dennis F.Koehler,P.E. Joseph H.Marturano John A.Mirando,P.E. Dear Mr. Terry: Kenneth J.Pritchard,P.E. Brian M.with,PE. According to our records, we have not received updated Certificates of Insurance Baader tes for the above referenced project. Please provide us with the current certificates as Joseph F.Baader soon as possible. Future payment applications will not be considered until we Garrett M.Byrnes,P.E. receive the updated certificates. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. If you have any questions,please do not hesitate to call me. Thomas P.Fox,RG Gerald Gould,C.P.G Very truly yours, William D.Merklin,P.E. - Michael Neuberger,P.E. Edward J.Reilly �y J`E /• (�„yca Charter J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TFM03 LTR-106.D0C A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. '4 d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 a Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net June 13, 2003 Principals Nicholas J.Banilucci,P.E. P—d.W Henry J.Chlupsa,PE. Mr. Robert G. Terry Exmuhv Vim Provident Thomas F.Maher,P.E. Terry Contracting& Materials, Inc. Vice ProsideM Ruben T.Bums.P.E. 840 West Main Street Vomzmww Riverhead,NY 11901 Richard M.Walka vice Proelderd VimA.Fangma^^,P.E. VProeiderd Re: Southold Landfill Closure Vice Theodore S.Pytlar.Jr. D&B No. 1314 Vice Proeiderd Senior Associates Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. As a result of our telephone conversation today and most recent site inspection, Manu Joseph H.Manurano John h P.E. the following work remains to be completed: Kenneth J.Pritchard,P.E. Brian M.Veith,P.E. 1. Placement of topsoil, seeding and erosion control blanket on the north side of Recharge Basin No. 1 and placement of rip rap in this recharge Associates basin. Joseph F.Baader Garrett M.Bymes,P.E. Rudolph F.Cannavale 2. Reseeding and placement of erosion control blanket in Recharge Basin Joseph A.Fioraliso,P.E. No. 3. Thomas P.Fox,RG Gerald Gould,C.P.G 3. Installation of grate on the stilling basin. William D.Merklin,P.E. Michael Neuberger,P.E. 4. Cleanout of all catch basins and recharge basins. Edward J.Reilly Chanes J.Wachsmuth,P.E. 5. Placement of trash racks on all catch basins Kenneth P.Wenz,Jr.,C.P.G. 6. Placement of concrete blocks along Recharge Basin No. 2. 7. Replacement of damaged and stubbed concrete blocks along the road to the Compost Facility. 8. Drilling vent holes in groundwater monitoring well caps. 9. Completion of clearing of the existing Cox Lane Access Road. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci ---- CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. June 13, 2003 10. Final paving of the road to the Compost Facility, Main Access Road and the road to the Borrow Pit, including curbs along the roads to the Compost Facility and Borrow Pit. 11. Construction of concrete aprons. 12.Completion of passive gas vent caps. 13. Regrading of the RCA roads to remove tracks and uneven surfaces. 14. Placement of bollards (or other agreed upon protective structures) around gas and groundwater monitoring wells. 15. Placement of concrete pads around the gas and groundwater monitoring wells. 16. Regrading of area around eastern drainage system Manhole#2 (?). Inspection of the landfill next week may result in additional items to be completed. Also as discussed, prior to Final Completion, all as-built drawings and a color aerial photograph of the landfill and contiguous easements showing final as-built conditions shall be provided as specified in the Contract Documents. If you have any questions, please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&BM. Wright, D&B V 01314\TFM03 LTR-103.DOC(R02) JUN 14 2003 OWN OF SOUTHOLD DEPT.OF SOLID WASTE d1Dvi rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 • 718-460-3634 Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net Principals Nicholas J.Bartilucci,P.E. Pnaieent Henry J.Chlupsa,PE. June 2, 2003 E---bw Vice Pn ftnt Thomas F.Maher,RE. Vice PrewdeM Robert T.Bums.P.E. Prsadent Mr. Robert G. Terry Rish�yM.nWalka Terry Contracting & Materials, Inc. _ A. Steven A.Fangmann,PE. 840 West Main Street DFJ!" Vice nF Theodore S.Pyllar,Jr. Riverhead,NY 11901 Vice Plow Senior Associates Re: Southold Landfill Closure M Anthony O.Conetta.P.E. D&B No. 1314 Dennis F.Koehler,P.E. Joseph H.Marturano TOWN OF SOUTNOLD Dear Mr. Terry: DEPT OF SOLID WASTE John A.Mirando,P.E. Kenneth J.Pritchard,P.E. Brian M.Veth,P.E. Please find enclosed an Affidavit of Contractor which is required to be submitted with your next payment application. Associates Joseph F.Baader If you have any questions,please call me. Garrett M.Byrnes,P.E. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. very truly yOUrS' Thomas P.Fox,RG Gerald Gould,C.P.G / y William D.Merklin,P.E. Michael Neuberger,P.E. Thomas F. Maher, P.E. Edward J.Reilly Vice President Charles J.Wachsmuth,P.E. TF* Stam Kenneth P.Wenz,Jr.,C.P.G Enclosure cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TF M03 LTR-100.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. AFFIDAVIT OF CONTRACTOR TO: ADDRESS: RE: Project Name: Contract No.: Project No.: The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress payments received from the owner on account of work performed under the contract referred to in the attached claim have been applied by the undersigned to discharge in full all obligations of the undersigned incurred in connection with Work covered by prior Applications for Payment under said contract, being Applications for Payment numbered 1 through inclusive; and (2) all materials and equipment incorporated in said Project or otherwise listed in or covered by this Application for Payment are free and clear of all liens, claims, security interests and encumbrances. Dated 20_ (Contractor) By (Name and Title) COUNTY OF ] STATE OF ] SS Before me on this day of , 20 personally appeared to me, who being duly sworn, did depose and say that he is the of the Contractor above mentioned; that he executed the above Application for Payment and statement on behalf of said Contractor; and that all of the statements contained therein are true, correct and complete. Notary Public My Commission Expires ♦Engineer's Forrns\Affidavit of Contractor Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net May 23, 2003 Principalis Nicholas J.Banih m P.E. P00.dwo Henry J.Chkipsa.P.E. Mr. Robert G. Terry E»cuM vier PnNO*rR Thomas F.Mahar.P.E. Terry Contracting & Materials, Inc. Vim Rota T k 840 West Main Street vicRobeA T.Bums,P.E. ' -^ -a Riverhead,NY 11901 Richard M.Walha Vio-Pr-airwM Sevens nymann,PE. Re: Southold Landfill Closure Theodore S.Pytisr.Jr. D&B No. 1314 V"Aeoft Sen«An"claMes Dear Mr. Terry: An"O.Coneda.P.E. Dennis F.Kohler.PE. Based on our site inspection with Jim Bunchuck conducted on May 20, 2003, the Joseph N.Merk"eo following are items which require completion by May 31, 2003, as agreed upon: '- John A.Wando,P.E. Kenneth J.Pritchard,P.E. Brian M.WIN P.E. 1. Final grading, seeding and installation of erosion control material in Recharge Basins No. 1 and 2 Joseph F Baader CCA~M.Bymes.P.E. 2. Placement of rip-rap and stone in Recharge Basin No. 1 ar . Rudolph F.CannavaleY 5 Joseph A.Ficroso,P.E. Construction of Recharge Basin No. 3 Thomas P.Fox,PQ Gerald GoNd.C.PG 4. Installation of grate on the stilling basin J Wiliam D.Markin.P.E. /c-4 sl Michael Neuberm.PE. 5. Repair of the catch basin in area of former Recharge Basin No. 4 Edward J.Reilly Chanes J.WacnamuM.P.E. 6. Relocation of maintenance/access road along McBride property Kennelh P.Wenz,Jr.,C.P.G 7. Construction of support and placement of concrete blocks along Recharge Basin No. 2 8. Completion of topsoil and seeding and placement of erosion control material in transition areas 9. Wildflower seeding 10. Installation of additional vents with wind turbines along southeastern gas migration control trench A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. ' Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. May 23, 2003 11. Completion of gas and groundwater monitoring wells 12.Clearing and grubbing of existing Cox Lane access road 13. Completion of paving of maintenance/access roads, including curbs 14. Installation of concrete aprons 15. Completion of passive gas vents 16. Repair of erosion in northeast portion of landfill. In addition, there are new items to be completed by June 6, 2003: 1. Construction of catchment trench along Fluger property line 2. Installation of catch basin in the vicinity of the scale house 3. Grading of new Cox Lane access road. If you have any questions,please call me. Very truly yours, .l / ! f Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 0 1314\TFM03LTR-97.DOC(R02) 1 r • • t Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@woridnet.att.net May 23, 2003 Principals Nicholas J.Bartilucci,P.E. Pns d m Henry J.Chlupsa,P.E. Mr. Robert G. Terry Ere bw Vim P-4-nt Thomas F.Maher,P.E. Terry Contracting & Materials, Inc. ✓`"Pftsdew 840 West Main Street Rob rt T.Bums'P.E. Riverhead,NY 11901 Vice P,.aio«r Richard M.Walka Vies Proaldent Steven A.Fangmann,P.E. Re: Southold Landfill Closure Vico Proeidant Theodore S.Pytlar,Jr. D&B No. 1314 VAu PF@3~ Senior Associates Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Based on our site inspection with Jim Bunchuck conducted on May 20, 2003, the Joseph H.Marturano following are items which require completion by May 31, 2003, as agreed upon: John A.Mirando,P.E. Kenneth J.Pritchard.P.E. Brian M.Veith,P.E. 1. Final grading, seeding and installation of erosion control material in Recharge Basins No. 1 and 2 Associates Joseph F.Baader 2, Placement of rip-rap and stone in Recharge Basin No. 1 Garrett M.Byrnes,P.E. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. 3• Construction of Recharge Basin No. 3 Thomas P.Fox,RG Gerald Gould,C.P.G 4. Installation of grate on the stilling basin William D.Merklin,P.E. Michael Neuberger,P.E. S. Repair of the catch basin in area of former Recharge Basin No. 4 Edward J.Reilly Charles J.Wachsmuth,P.E. 6. Relocation of maintenance/access road along McBride property Kenneth P.Wenz.Jr.,C.P.G 7. Construction of support and placement of concrete blocks along Recharge Basin No. 2 8. Completion of topsoil and seeding and placement of erosion control material in transition areas 9. Wildflower seeding 10. Installation of additional vents with wind turbines along southeastern gas migration control trench A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. May 23, 2003 11. Completion of gas and groundwater monitoring wells 12.Clearing and grubbing of existing Cox Lane access road 13. Completion of paving of maintenance/access roads, including curbs 14. Installation of concrete aprons 15. Completion of passive gas vents 16. Repair of erosion in northeast portion of landfill. In addition, there are new items to be completed by June 6, 2003: 1. Construction of catchment trench along Fluger property line EC Q E2. Installation of catch basin in the vicinity of the scale house283. Grading of new Cox Lane access road. F SOUTHOLD If you have any questions,please call me. SOLID WASTE Very truly yours, o� Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold 1. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 0 1314\TFM03LTR-97.DOC(R02) Dvi rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals Fll.a J.Bartilucc.P.E. May 21, 2003 Henry J.Chlupsa,P.E. Exacufm Vic.Preaidant Thomas F.Maher,P.E. vice Pr.&*%t Mr. Robert G. Terry Robert T.Bums,P.E. rFM vi�.R--d.m Terry Contracting & Materials, Inc. EO Richard M.Walka840 West Main Street vio.Praid..nSteVkoven A.Fangmann.P.E. Riverhead,NY 1 1901 2 22013 Theodore S.Pytlar,Jr. "`°P"'`°°"' Re: Southold Landfill Closure Senior Associates D&B No. 1314 TOWN OF SOUTHOLD DEPT.OF SOLID WASTE Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Marturano John A.Mirando,P.E. As requested, provided below are the water surface elevations to be used for the Kenneth J.Pritchard,P.E. Brian Kenneth M.J.Pritchard, char limits of placing topsoil within Recharge Basins No. 1 and 2. E. Associates Water Surface Elevation Joseph F.Baader Recharge Basin No. 1 34'-0" Garrett M.Byrnes,P.E. Recharge Basin No. 2 41'-6 Rudolph F.Cannavale " Joseph A.Fioraliso,P.E. Thomas P.Fox,RG With respect to Recharge Basin No. 3, the topsoil limit is elevation 12'-0 since Gerald Gould,C.P.G this basin is an embankment construction. William D.Merklin,P.E. Michael Neuberger,P.E. If you have any questions,please call me. Edward J.Reilly Charles J.Wachsmulh,P.E. Very truly yours, Kenneth P.Wenz,Jr.,C.P.G Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TFM03 LTR-96.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. 05; 21/2003 WED 15:21 PAX • . 0OO1f041 D ita and Sarrtilucci CLO Ba CONSULTING ENGINEERS 330 CM@@Woyo park Drive,WOOdbury.NOW York,11'751 .2016 51t.-3OO-ww - 7ikE-4W-3634 ' Fax:516-3644KWS Mmail. dbwy@►9ridnet.ett,n4t 9MROPM ,.+ .P.R. May 21,2003 r...�I.iw"°"'nPR- wwrs F."Mm rye. Mr.Robert G. Terry Terry Contracting&Materiels,Inc. 840 West Main Street - FiwM��Mr"�n P.E• Riverhead,NY 11901 1Mag l�pow..k. "" Re: Southold T..andfill Cloxure 40"WANWIde.s D&B No. 1314 JIow Y D.CWAK P.C. awrw r•,Amm Pa Den Mr. Terry: it www" J"A,WMW%0e. Asuested,provided below arc the water surface elevation to be uwd for the aMA P"«Mr � wa.N.p-e- �. Now Pre, limits of placing topsoil within Recharge Basins No- 1 and 2. A"Mo an ;Water Surf=Elevation M WT I"rr" Recharge Basin No. 1 34'.0" +r�+•�Pe' Recharge Basin No. 2 dl'-6" ANW46,1819yo P4 TMOMP FOA,P.41 With respect to Recharge Basin No. 3,the topsoil limit is elevation 12'-0",since o.,w 40""A this basin is an embankment construction. V U m 0.wvwk P4. wwwo.►.• If you have any questions.Please cal I me. errws..�+w 000"J.m tewm^Pa. Very truly yours, NN"R w4,it..GIRD Thomas E. Maher, P.E. Vicc President T FM/tam ca: J. Bunchuck,Town of Southold I. Sibric,NYSDEC 1~. DeVita,D&B M. Wright,D&B 013 WT BM031.1 K-96.1)M A DIVISION OF WLLIAM F.COSULICN ASSOCIATES,PC Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 a Fax:516-364-9045 e-mail: db-eng@woddnet.att.net Principals Nicholas J.Bartilucci,P.E. May (1 9, 2003 President Henry J.Chlupsa.P.E. Esecuti-Vice Prosident Thomas F.Maher,P.E. V—Pisa lent Mr. Robert G. Terry Robert T.Bums,P.E. Terry Contracting& Materials, Inc. 1. Vice Proaident 15 - Ri�P alka 840 West Main Street , - -- t Steven A.Fangmann,P.E. Riverhead,NY 11901 Vice Promdent Theodore S.Pytlar,Jr. f,t MAY 1 2 10 vice Piesdent Re: Southold Landfill Closure Senior Associates D&B No. 1314 UTHOLD Anthony O.Conetta,P.E. TOWN OF DEPT. OF SAIDID WAVE _ Dennis F.Koehler,P.E. Dear Mr. Terry: - Joseph H.Marturano John A.Mirando.P.E. Please find enclosed three (3) copies of Change Order No. 3 for your signature. Kenneth J.Pritchard,P.E. After signing the change orders, retain one (1) copy for your files and return one Brian M.Veith,P.E. (1) copy to Mr. James Bunchuck and one (1) to me. This change order Associates incorporates the comments on the draft change order which you provided to me Joseph F.Baader on May 8, 2003. Garrett M.Byrnes,P.E. Rudolph F.Cannavale Very truly yOUTS, Joseph A.Fioraliso,P.E. Thomas P.Fox,P.G. Gerald Gould,C.P.G. William D.Merklin,P.E. Michael Neuberger,P.E. Thomas F. Maher, P.E. Edward J.Reilly Vice President Charles J.Wachsmuth,P.E. TFM/tam Kenneth P.Wenz,Jr.,C.P.G Enclosures cc: J. Bunchuck,Town of Southold. I. Sikiric,NYSDEC F. DeVita, D&B M. Wright,D&B 011314\TFM03LTR-92.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 Fax:516-364-9045 e-mail: db-eng@woridnet.att.net May 8,20I' M Prlowgpels r Nelolas J.Bartilucci,P.E. PnWrw ' Henry J.Chlupsa,P.E. Mr. Robert G. Terry E�rNN Vim Pre dwk Thom,P.E. Terry Contracting&Materials,Inc.Vim840 West Main StreetVim pni T. ,P.E. O�« Riverhead,NY 11901F Richard M.Wake Steven A.,Fangmann,RE. Re: Southold Landfill Closure Theodor.S.Ryder.Jr. D&B No. 1314 Vim Pmadrd :euro.tea, Dear Mr. Terry: Me"O.Coneft P.E. Dent F.Koehn,P.E. As discussed, additional gas migration control trench vents are required to be Joseph H.Meftrano installed every 50 feet along the southern boundary of the cap, east of the main John A.Mkando,P.E. Kenneth) Pritchard PE access road. These vents will be connected to the perforated pipe, which Elden M.veM.P.E. previously had been installed in the trench. Presently, vents have been placed every 200 feet. Wind turbines will be installed on all vents (new and existing) in IU.eei.t" this area. Joseph F.Baader Ganott M.Byrnes,P.E. C,&Tw F rnn,CannavRE As also discussed, your schedule is to install these additional vents and turbines RudolpJoseph A.Fbsliso,RE. next week. Please notify me at least 24 hours in advance of the installation of the Thomas P.Fox,RG vents. Gerald Gould,C.P.G Warn D.Maidin,P.E. Also, please provide me with a cost proposal to perform this work by Monday, M •PE. May 12,2003. If you have any questions,please call me. Edward J.Reilly Charles J.Wachamulh,P.E. Very truly yours, Kenneth P.WOM Jr.,CAG ' Thomas F. Maher,P.E. Vice President TFM/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright,D&B 01314\TFM03LTR-91.DOC(R01) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. • d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 • Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net Principals May 7, 2003 Nicholas J.Bartilucci,P.E. Pns~ Henry J.Chlupsa,P.E. Execu"Vice Pmside t Thomas F.Maher,P.E. Vk,F e*&dsrd Robert G. Terry Robert T Burns,P.E. VK.P� Terry Contracting & Materials, Inc. Richard M.tNalka vice P�.mdwd 840 West Main Street Steven A.Fangmann,P.E. Riverhead,NY 11901 Vice Prssid a Theodore S.Pyllar,Jr. Vice Prssid.M Re: Southold Landfill Closure Senior Associates D&B No. 1314 Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Marturano - John et J.Pritchard, P.E. As you are aware, we provided a letter to your office on February 4, 2003, Kenneth J.ith,R . P.E. regarding the status of outstanding submittals. The following details the Brian M.Veith,P.E. information requested in our letter dated February 4, 2003, for which we have not Associates received a response, as well as additional submittals stamped as "Approved as Joseph F.Baader Noted." Garrett M.Byrnes,P.E. Rudolph F.Cannavale 1. We have not received a response to outstanding comments on Joseph A.Fioraliso,P.E. ,RG Submittal No. 43 — Erosion Control Material Pre-qualification, that Thomas P.Fox Gerald Gould, R G were provided in our letter dated November 18, 2002. This submittal William D.Merklin,P.E. was approved as noted in our letter dated September 16, 2002. As of Michael Neuberger,P.E. this date we have not received the following information: Edward J.Reilly Charles J.Wachsmuth,P.E. a. Manufacturer's installation instructions for the proposed erosion Kenneth P.Wenz,Jr.,C.P.G control fabric. b. The approximate weights of the top and bottom netting of the erosion control blanket. 2. We reviewed Submittal No. 47a — Headwall Submittal, and provided comments to your office on December 13, 2002. We are waiting for a response to the following: A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. s Dvirka and Bartilucci CONSULTING ENGINEERS Robert G. Terry Page 2 Terry Contracting& Materials, Inc. May 7,2003 a. The design mix provided within the referenced submittal did not contain all of the required information to determine that all the parameters of the design mix conformed with the project specifications. Despite numerous requests, the required information has still not been provided. Based upon conversations with Timothy Howell of your office, it is our understanding that the concrete material supplier will not provide all of the required information. As a result, Terry Contracting and Materials (TC&M) will verify that the concrete used for the Work will meet or exceed the requirements of the project specifications by providing the following: • Testing and inspection reports, as performed by an independent testing laboratory, in accordance with the requirements of the Standard Specifications. • Delivery ticket and batch report, prior to the unloading of concrete at the project site, containing all required certifications. Additionally, the independent testing laboratory shall verify that the weight of the material falls within the limits of the design mix parameters. • Letter of certification from the independent testing laboratory certifying that the concrete used for this project will meet or exceed the specified design mix. It should be noted that if the results of testing of the concrete used for the Work do not conform to the specified strength, the defective work will be subject to removal and replacement at TC&M's expense. b. The submitted certificates of mil analyses, tensile and bond tests for the reinforcing steel are not acceptable. All reinforcements used in the construction of the headwall structure shall meet or exceed ASTM A615 Grade 60. c. In accordance with Section 6.3(E)(3)(a), the Contractor shall cure and protect concrete in accordance with ACI 301, Chapter 13 and ACI 302, Chapter 8 of the Standard Specifications. In addition, removal of forms shall be in accordance with Section 6.1(K) of the Standard Specifications. Form work shall not be removed unless approved by the Engineer. d. In accordance with Section 6.3(E)(1)(c) of the Standard Specifications, concrete work shall be performed in accordance with ACI 306R. In addition, the ambient temperature of the space adjacent to the concrete placement and surface to receive concrete shall be maintained at not less than 40°F at time of placement, and for a Dvirka and Bartilucci* CONSULTING ENGINEERS Robert G. Terry Page 3 Terry Contracting & Materials,Inc. May 7,2003 minimum of seven days after placement. The temperature of the concrete when placed shall not be less than 50°F, nor more than 75°F. Please be advised that Response No. 10 of the referenced submittal is not acceptable. TC&M must take special measures (i.e., heat the aggregate and mixing water) and to provide heat to maintain the temperature of the concrete as specified. We request TC&M provide a response to the above comments regarding the Headwall Submittal. 3. We received a letter from Mr. Timothy Howell dated January 17, 2003, regarding Submittal No. 52—Vegetative Growth Medium. These comments were provided as a response to the letter. The January 17 letter states "that the Contractor has no choice in the materials to be used for the manufacture of the vegetative growth medium." As you are aware, regardless of the source of the vegetative growth medium, the Contractor is responsible for ensuring that the medium meets the specifications contained in the Contract Documents. With regard to the statement that "the information (requested) is irrelevant," the information as requested in our letter dated January 16, 2003, is relevant to the Construction Certification Report, and we request that it be provided for documentation purposes. The submittal was stamped "revise and resubmit." We are waiting for receipt of a revised Vegetative Growth Medium Submittal. 4. We reviewed Submittal No. 40c — Drybound Dense Graded Aggregate Base Course Test Results and provided comments to your office on January 27, 2003. We are waiting for a response to the following: a. Although the submittal provides a total of five test results for five samples collected, the submittal does not indicate where the samples were collected or that the samples collected were representative of the material installed. Please provide additional information on the sample locations and sample collection method in order to demonstrate that the samples were representative. b. Although the submittal indicated that the contract-specified minimum maximum density of 145 pounds per cubic foot has been waived, we have no record of a request to waive this requirement. Please provide an explanation. Dvirka and Bartilucci • —1 M CONSULTING ENGINEERS i Robert G. Terry M AY4 Terry Contracting & Materials, Inc. May 7,2003 TOWN UTH" �_.. .. DE SOLID WASTE We request TC&M provide a response to the above comments regarding this submittal. The following submittals were noted in your letter dated January 6, 2003 as to be submitted at a future date. Please provide an estimated time for submittal of the following: • Casing location and elevation for new groundwater monitoring wells; • Electrical service—certificate of inspection all electrical work; • Electrical service — shop drawings — conduit, sealing fittings, flexible conduit, 600-volt insulated cable, pull and junction boxes, motor starters, lighting and distribution panels, and disconnect switches; • Electrical service—results of ground resistance testing; and • Electrical service—overhead pole lines shop drawing. In addition, we understand that TC&M is planning to utilize Curlex I as an erosion control material for the landfill. Although we acknowledge that some informational material on Curlex I had been provided to our office previously, this submittal was not complete. Please provide us with a complete, formal submittal for use of Curlex I. We request that you provide the requested information as soon as possible in order not to encounter any delays in the project. As discussed previously, review and approval of the next payment application is predicated on receipt and approval of all outstanding submittals as described above. If you have any questions with regard to this matter, please call me. Very truly your / n Thomas F. Maher, P.E. Vice President TFM/MDW/cmc cc: J. Bunchuck, Town of Southold 1. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright,D&B F. DeVita,D&B ♦1314\TFM05073RGTLTR.DOQR01) Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 is 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@worldnet.att.net April 25, 2003 Mr. James C.Terry IA7M;2 P""dP'�s Terry Contracting and Materials,Inc.Nicholas J.Banilucc,P.E. 840 West Main Street Henry J.CMupsa,P.E. Riverhead,New York 11901E".ub-Vip PromdentThomas F.Maher,P.E.V*.Pn..d.* Re: Southold Landfill Closure ms,P.Robert T.BuE. WHO 2WOO�,;ds"t D&B 1314 OM 3 Richard M.Walka Vios Pmodard Dear Mr. Terry: Steven A.Fangmann,P.E. Theodore S.Pytlar,Jr. Vics Prsaider* The purpose of this letter is to confirm the telephone conversation held between you and SoMorFrank DeVita of this office on April 24, 2003, regarding seeding and installation of An" C oaat� erosion control material. According to observations made by our field inspector(Stephen F. Koehler. P.E. Tauss) on April 24, 2003, an area approximately 12,000 square feet in size that was DennisDnrns F.Koehler.P.E. hydroseeded on April 23, 2003, does not have erosion control material installed. Joseph MH.ando,MartuE Conversely, reports from your construction crew indicate that the only seeded area JohnA. J.Pritchard, P.E. currently without erosion control material is a small area (approximately 2,500 square Kenneth J.ith,R . P.E. feet) where the hydroseed was oversprayed. This discrepancy is the result of the green Bean M.verth.PE. dye not being used in the hydroseed mix on April 23,2003. wssocMtK Joseph F.Baader Please note that, in accordance with Section 4.7 E.7 of the Contract Documents, erosion Garrett M.Byrnes,P.E. control material must be installed on the prepared seed bed within 36 hours of the Rudolph F.Cannavale placement of the seed and the landscaping materials. As was agreed in your conversation Joseph A.Fioraliso,RE. with Mr. DeVita, all areas where erosion control material has not been installed by Thomas P.Fox,RG 11:00 p.m. on April 24, 2003 (36 hours after the end of seeding as documented by our Gerald Gould,C.P.G. field inspector), including the 12,000 square foot area in question,will be reseeded prior William D.Mertdin,P.E. to the installation of erosion control material at no additional cost to the Town of Michael Neuberger,P.E. Southold. Edward J.Rally Charles J.Wachsmuth,P.E. If you have any questions or require any additional information, please do hesitate to call Kenneth P.Wenz,Jr.,C.P.G. me at(516)364-9890. Very t ly yours, Th as F. Maher, P.E. TFM/KPWt/jmy Vice President cc: J.Bunchuck,Town of Southold I. Sikiric,NYSDEC M. Wright, D&B F. DeVita, D&B ♦1314\TFM03LTR.D0C-89 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. d1Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 . 718-460-3634 a Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net April 15, 2003 Principals Nicholas J.Bartilucci,P.E. PM$dW* Henry J.Chlupsa,P.E. E+ecuti�s Vice Proaident r Mr. Robert V. Terry Thomas F.Mt aher,P.E. Terry Contracting &Materials, Inc. (�f� Vice Pr...* D lb E TV Robert T.Bums,P.E. 840 West Main Street �K.ProakNM Riverhead,NY 11901 Richard M.Walka R /n� Vic.Proe doM APR 1, 1 " W"A Steven A.Fangma^^,P.E. vice Pr.sirHnt Re: Southold Landfill Closure �j Theodore S.Pytlar,Jr. D&B No. 1314 Vim.Pr..*t TOWN OF SOUTHOID DEPT.OF SOLID WASTE Senior Assodates Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis Koehler,F.KoeP.E. Joseph F. Mhler, o On April 14, 2003, Mr. Stephen Tauss of my office inspected the landfill gas and John A.Mirando,P.E. groundwater monitoring wells. According to Mr. Tauss, none of the "items to be Kenneth J.Pritchard,P.E. completed," which previously were provided to you on January 6, 2003, have Brian M.Veith,P.E. been completed. As previously discussed, remaining payment for the wells will not be considered until all of the items are completed. Associates Joseph F.Baader Garnett M.Byrnes,P.E. If you have any questions,please contact me. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. Very truly yours, Thomas P.Fox,PQ Gerald Gould,C.P.G William D.Merklin,P.E. Mikael Neuberger,P.E. Thomas F. Maher, P.E. Edward J.Reilly Vice President Chanes J.Wachsmuth,P.E. TFM/tam Kenneth P.Wenz,Jr.,C.P.G cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TFM03LTR-87.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 a Fax:516-364-9045 e-mail: db-eng@worldnet.att.net Principals R l9 L5 April 15, 2003 D E E p V 2 Nicholas J.Bartilucci,P.E. P�.sid«a Henry J.Chlupsa,P.E. Mr. Robert G. Terry �p� E,ecu&-V�' Pr—dent AN 16 fM1A1f0 Thomas F.Mahersidord ,PE. Terry Contracting&Materials, Inc. vim Pr' 840 West Main Street Robert T.Bums,P.E. vi.P""°°^' Riverhead,NY 11901 TOP�� Mi Xo Richard M.Walka Kn Vice Prsiare Steven A.Fangmann,PE. vice Prosiderw Re: Southold Landfill Closure Theodore S.Ryder,Jr. D&B No. 1314 vivo P S*nlor Assodatss Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis hler, F.Koee ,P.E. Joseph Mhlero We have reviewed your claim of$7,500 for extra rebar in the redesigned headwall John A.Wrando,PE. as provided in your fax transmittal dated April 4, 2003. Our analysis, which is Kenneth J.Pritchard,P.E. attached, shows that the additional rebar in the apron and wall, including the Brian M.veith,RE. additional concrete in the apron, would be a total addition of$2,150, less deletion of the energy dissipation baffle, for an approved total cost of a change order in the Associates Joseph F.Baa.Baader amount of$1,716. Garrett M.Bymes,P.E. Rudolph F.Cannavale If you have any questions,please call me. Joseph A.Fioraliso,P.E. Thomas P.Fox,RG Very truly yours, Gerald Gould,C.P.G. William D.Merklin,P.E. Michael Neuberger,P.E. Edward J.Reilly Thomas F. Maher, P.E. Charles J.Wachsmuth,P.E. Vice President Kenneth P.Wenz,Jr.,C.P.G TFM/tam Attachment cc/att: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TFM03LTR-88.D0C A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Sheet No. of 3 O Bartllucci By - . ; i r� I s S onto CONSULTING ENGINEERS C h k d. by -Onto Project: 5co,>i H 0 F r Job No. 1 3 1 4 Subject: -- -ALL ^��' A- D 17 -D1T „ DEn�td N TfAa APr.GN s LAB 4 , 1 A PA F Eq Cp-ef -r_- 1 . S0 c_ Y IL x � �. sr� � � = 334 , 1 ^ 4 c= It 9ArL x 1, 041 LYT = 4!1 LD/ Lov :> S u�l 50/{+N S �8To�—AL SL� Q � oa S! A.J C,j'IvN Cos�' oAI-n l6 fN EDrQ � �^�� Dvirka • • and Sheet No. Z of 3 0 Bartilucci B y R , PA l'il C- D ate !`� A CONSULTING ENGINEERS C h k d. by -Date Project: S6o7H 4c D L4\-JD FrLL Job No. 131 Subject: Ain STC-�L LL a ¢Z f �, r�E�, f- j e o C8 STEL -/; r--r L 4 I , /r ; Dvirka, and Shoot No. of 3 0 Bartilucci By 2. H"4L r � oate 14 AI,r, CONSULTING ENGINEERS C h k d. by -Onto Project: So ��+,'� ��� ��,� r: .. C! o;�nL Job No. ' 314 Subject: G°s� c S T► h ��� �-FCa� w��L �^'�4- b Poe IrFF/_C- d, Gam' o. 3 3 6. 33 v. go L � 4o t !- sT e_- Pati X 1 , 44- L / - 4t7 N^- (L 04FF LG r Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 - 718-460-3634 - Fax:516-364-9045 e-mail: db-eng@worldnet.att.net April 15, 2003 Principals Mr. Robert G. Terry Nichdas J.Bartilucd,P.E. P-4.* Terry Contracting & Materials,Inc. Henry J.Chlupsa,P.E. 840 West Main Street Executive vid President Thomas F.Maher,P.E. Riverhead,NY 11901 Vice Pnambw Robert T.Bums,P.E. vk,P Re: Southold Landfill Closure Richard M.walks D&B No. 1314 Vice Proaiderd Steven A.Fangmann,P.E. Vice Presider f Theodore S.Pytlar,Jr. Dear Mr. Terry: vice President .. Senior Associates As a follow-up to our telephone conversation on April 14, 2003, regarding your Anthony o.Coneaa.PE. suggestion of increasing the draft Change Order No. 13 geomembrane quantity by Dennis F.Koehler,P.E. 300 sy to reconcile the remaining difference in quantity between D&B and Joseph H.Marturano Chenango, I have increased Bid Item 9 — 60 Mil Textured HDPE Geomembrane John A.Mirando,P.E. Kenneth J.Pritchard,P.E. to 171,901 sy. This change also results in slight quantity increases for gas venting Brian M.Veith,PE. layer and barrier protection layer. These changes will be the final quantities for these items. Please find enclosed revised Change Order No. 13 (revised April 14, Associates 2003) which reflects these changes, as well as a reduction in geocomposite to Joseph F.Baader 68,582 sy based on Chenango Contracting's letter dated February 28, 2003. Garrett M.Byrnes,P.E. Rudolph .Canes,REale Other changes include: increasing the number of gates from 1 to 4; deletion of Joseph A.F ammo,P.E. "Deletion of Bid Item 34" of$40,000, which was not a contract value increase in Thomas P.Fox,PG Change Order No. 8; addition of "Additional Surveying" in the amount of Gerald Gould,C.P.G. $58,943.90; and deletion of Bid Item 37/Change Order No. 12 ($3,575), which is William D.Merklin,P.E. a cost to the Compost Facility project. Michael Neuberger,P.E. Edward J.Reilly If you have any questions,please call me. Charles J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G V / y yo Thomas F. Maher, P.E. Vice President TFM/tam Enclosures cc: J. Bunchuck, Town of Southold F. DeVita, D&B M. Wright,D&B 01314\TFM03LTR-77.DOC(R04) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. - DRAFT - CHANGE ORDER (Revised April 14,2003) No. 13 DATE OF ISSUANCE EFFECTIVE DATE OWNER Town of Southold CONTRACTOR Terry Contracting and Materials,Inc. Contract: General Construction Project: Southold Landfill Closure OWNER's Contract No. 2000 ENGINEER's Contract No. 1314 ENGINEER Dvirka and Bartilucci Consulting Engineers You are directed to make the following changes in the Contract Documents: Description: See Attachment Reason for Change Order: See Attachment Attachments(List documents supporting change.): CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times: $ 5,216,366.50 Substantial Completion: 270 days Final Completion: 300 days Net Increase(Decrease)from previous Change Orders Net change from previous Change Orders No. 1 to 12 No. 2 to 12 Substantial Completion: 246 days $ 317,939.00 Final Completion: 246 days Contract Price prior to this Change Order: Contract Times prior to this Change Order: $ 5,534,305.50 Substantial Completion: 516 days Final Completion: 546 days Net increase of this Change Order: Net increase this Change Order: $ (412,204.87) Substantial Completion: 0 days Final Completion: 0 days Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: $ 5,122,100.63 Substantial Completion: 516 Final Completion: 546 RECOMMENDED: APPROVED: ACCEPTED: Dvirka and Bartilucci Consulting Engineers Town of Southold Terry Contracting and Materials,Inc. by: by: by: Thomas F.Maher,Vice President James Bunchuck,Solid Waste Coordinator Robert G.Terry,President Date: Date: Date: ♦1314\F0401302.DOC(R02) ATTACHMENT—CHANGE ORDER NO. 13 (Revised April 14,2003) Value Description Reason for Change Order of Change Decrease Bid Item 3—Clearing and Reduction in area cleared and grubbed ($45,600.00) Grubbing from 50 acres to 12 acres Increase Bid Item 4—Unclassified Increase in quantity from 74,000 cy to $51,425.00 Excavation&Relandfilling 84,285 cy due to changes in grading plan Increase Bid Item 5A—Removal& Increase in quantity from 2,000 cy to $67.60 Relandfilling of Buried Waste-Waste 2,010 cy due to increase in waste Excavation Area 1 Increase Bid Item 513—Excavation of Increase in quantity from 2,200 cy to $1,104.00 Gas Migration Control Trenches 2,600 cy due to increase in trench length Add Bid Item 5D—Waste Excavation Removal of 7,138 cy of waste beyond $48,395.00 Area 2(Provided for in Change Order cap limit and backfill No.4 With No Increase in Contract Price) Add Bid Item 5E—Waste Excavation Removal of cy of waste $49,726.55 Area 3 (Provided for In Change Order beyond cap limit and backfill No.4 With No Increase in Contract Price) Add Bid Item 5F—Waste Excavation Removal of cy of waste $2,678.10 Area 4 beyond cap limit and backfill Add Bid Item 5G—Waste Excavation Removal of cy of waste $943.78 Area 5 beyond cap limit and backfill Increase Bid Item 6—Contour Grading Increase in quantity from 36,000 cy to $224,307.00 Material,General Fill&Daily Cover 110,769 cy due to changes in grading from On-Site Sources plans,mixing sand with yard waste and C&D material,and settlement Delete Bid Item 7—Geotextile—Type Not required due to similar material ($332,000.00) 1 (Provided for in Change Order No. 5 used for subgrade surface and gas With No Decrease in Contract Price) venting layer Increase Bid Item 8—Gas Venting Increase in quantity from 56,000 cy to $3,900.00 Layer from On-Site Sources 57,300 cy due to increase in geomembrane area 01314/70401301(R07) 1 ATTACHMENT—CHANGE ORDER NO. 13(continued) Value Description Reason for Change Order of Change Increase Bid Item 9—60 Mil Textured Increase in quantity from 166,000 sy to $30,449.16 HDPE Geomembrane 171,901 sy due to increase in waste surface area Increase Bid Item 10—Landfill Gas Increase in quantity from 39 vents to $11,840.00 Vents(Provided for in Change Order 49 vents due to use of loam for contour No. 6 With No Increase in Contract grading material and additional gas Price) venting capacity Increase Bid Item 11 -Geocomposite Increase in quantity from 39,000 sy to $124,244.40 61,000 sy due to error in contract quantity and additional 7,582 sy (Chenango letter 2/28/03)for increased slopes on eastern portion of landfill Increase Bid Item 12—Barrier Increase in quantity from 56,000 cy to $20,615.00 Protection Layer from On-Site Sources 57,300 cy due to increase in geomembrane area,and additional 2,823 cy for increase of 1 foot thickness under roads Increase Bid Item 13A—Vegetative Increase in quantity from 20,000 cy to $88,494.00 Growth Medium Using On-Site 32,642 cy due to manufacture of all Compost&On-Site Sand from Borrow topsoil on-site Area Delete Bid Item 13B—Contingency Manufacture of all topsoil using on- ($248,400.00) Topsoil from Approved Off-Site site source material and deletion of Sources topsoil in Borrow Area Decrease Bid Item 14—Erosion Deletion of seeding in Borrow Area ($76,392.00) Control Blanket Decrease Bid Item 16-Hydroseeding Deletion of seeding in Borrow Area ($18,551.00) Decrease Bid Item 17-Landscaping Deletion of plantings on the landfill ($27,208.00) cap Decrease Bid Item 18—Rip Rap, Stone Reduction of erosion control material ($2,856.00) Fill,Gravel&Reno Mattress in southeast quadrant drainage system Decrease Bid Item 19A—6-Foot High Decrease in the length of fencing from ($28,050.00) Fencing 6,030 feet to 4,534 feet Decrease Bid Item 19B—Foot High Decrease in the length of fencing from ($17,962.63) Fencing 800 feet to 345.25 feet 0 1314/t0401301(R06) 2 ATTACHMENT—CHANGE ORDER NO. 13 (continued) Value Description Reason for Chance Order of Change Increase Bid Item 19C—Gates Increase number of gates from 2 to 4 $5,976.00 Decrease Bid Item 20—Maintenance Decrease in area of roads from 2,600 ($1,584.00) Roads- 6" Deep RCA sy to 2,336 sy Decrease Bid Item 21 —Maintenance Increase in area of roads from 4,100 sy $13,133.75 Roads- 12" Deep RCA(Provided for to 5,601 sy in Change Order No. 7 With No Increase in Contract Price) Decrease Bid Item 22—Main Access Decrease in area of road from 6,500 sy ($177,650.00) Road(Provided for in Change Order to 2,320 sy No. 7 With No Decrease in Contract Price) Decrease Bid Item 24A—Abandon Decrease in the length of wells ($13,500.00) Existing Landfill Gas Monitoring abandoned from 260 feet to 35 feet Wells Decrease Bid Item 24B—New Landfill Decrease in the length of wells ($760.00) Gas Monitoring Wells constructed from 570 feet to 560 feet Decrease Bid Item 25A—Abandon Decrease in the length of wells ($36,160.00) Existing Groundwater Monitoring abandoned from 980 feet to 377 feet Wells Decrease Bid Item 28—Water Supply Town contracted directly for ($38,000.00) Well and Electrical Service construction of the water supply well Delete Bid Item 30—Sand Pit Town will perform this work ($219,000.00) Regrading Add Bid Item 32—Test Pitting Required to delineate/confirm limits of $10,800.00 (Provided for in Change Order No. 2 waste With No Increase in Contract Price) Add Bid Item 33 —Waste Import Required to handle C&D material after ($10,615.00) (Provided for in Change Order No. 3 at completion of baseline topographic an Increase of$75,000.00 in Contract survey—actual cost$64,385.00 Price) Deletion of Bid Item 35—Spreading of Not part of landfill closure project.— ($21,000.00) Greenport Pond Material(Provided for charged to the Town separately in Change Order No. 9 With an Increase of$21,000.00 in Contract Price) 0 1314/r0401301(R06) 3 • i ATTACHMENT—CHANGE ORDER NO. 13(continued) Value Description Reason for Change Order of Change Add Bid Item—Handling of C&D Required to handle C&D material as $375.00 Material—CAT 322 grading material Add Bid Item—Consolidation of Required to consolidate compost to $2,156.00 Unscreened Compost in Borrow Pit— manufacture topsoil CAT 322 Add Bid Item—Consolidation of Required to consolidate compost to $2,965.63 Unscreened Compost in Borrow Pit— manufacture topsoil CAT 980 Add Bid Item—Consolidation of Required to consolidate compost to $2,925.00 Unscreened Compost in Borrow Pit— manufacture topsoil CAT D7 Add Bid Item—Grading of Eastern Required to complete grading of the $11,025.00 Hill—CAT D7 eastern portion of the landfill Add Bid Item—Separate Loam for Required to separate loam to $400.00 Production of Vegetative Growth manufacture topsoil Medium—CAT D6 Add Bid Item—Separate Loam for Required to separate loam to $656.25 Production of Vegetative Growth manufacture topsoil Medium—CAT 322 Add Bid Item—Screening of Required to screen compost to $15,675.00 Unscreened Compost—Trommel 725 manufacture topsoil Add Bid Item—Temporary Asphalt Required to access temporary road to $2,835.00 Apron the Compost Facility Add Bid Item—Surcharge for Black Required for fencing adjacent to $3,995.00 Vinyl Fencing residential property Add Bid Item—Testing of 17-Acre Required for new source of material $12,970.00 Sand for Gas Venting&Barrier from Compost Facility Protection Layer Add Bid Item—Enlargement& Required to handle additional flow $64,667.14 Construction Changes to Recharge from southeastern drainage diversion Basin 3 system Add Bid Item—Segmented Installation Required to provide access to Compost $31,761.69 of Geomembrane for 17-Acre Road Facility during construction of the cap 0 1314/T0401301(R06) 4 , r . ATTACHMENT—CHANGE ORDER NO. 13 (continued) Value Description Reason for Change Order of Change Add Bid Item—Additional Surveying Required due to changes in the project $58,943.90 Add Bid Item—Gas Migration Control Required to provide continuous gas $8,698.00 Trench Extension in Area of Scale migration control trench in the vicinity House of the scale house Add Bid Item—Liner Installation Required due to addition of catch basin $1,300.78 Around Eastern Drainage System Catch Basin 1 Add Bid Item—Final Grading of Required due to no payment item in ? Recharge Basins 1 &2 the contract for this work Add Bid Item—Transition Area Required to grade edge of cap to ? Grading preconstruction grade at landfill property boundary Add Bid Item—Relocation of Required to grade area between the ? Maintenance Road Along McBride road and landfill property line Property Elimination of Waterproofing Elimination of waterproofing due to ($2,100.00) Manholes Along Southwestern location of manholes outside the cap Drainage system Elimination of Truck Stand Elimination of truck stand due to ($700.00) agreement on truck volumes Delete Bid Item 37—Asphalt Curb Part of construction of Compost ($3,575.00) Along Pavement Road to Compost Facility to be charged to Compost Facility(Provided for in Change Order Facility No. 12 With an Increase of$3,575.00 in Contract Price) ($412,204.87) 01314/f0401301(R06) 5 ESTIMATED CLOSURE CONSTRUCTION COSTS REMAINING TO BE BILLED (Revised April 14, 2003) Contract/ Claimed by TC&M Item Scheduled as of Appl.No.11 D&B Determined D&B Estimate to Remaining No. Description of Work Value (%Complete) Completed Work Complete Work To Be Billed 1 Pre-Mobilization 208,000.00 208,000.00(100%) 208,000.00(100%) 208,000.00 0 2 Mobililization,Maintenance& 102,000.00 71,400.00(70%) 71,400.00(70%) 102,000.00 30,600.00 Demobilization 3 Clearing&Grubbing 60,000.00 14,400.00(24%) 14,400.00(1000/6) 14,400.00 0 4 Unclassified Excavavation&Relandfilling 370,000.00 324,750.00(881/6) 421,425.00(100%) 421,425.00 96,675.00 5A Removal&Relandfilling of Buried 13,560.00 13,627.60(100%) 13,627.60(100%) 13,627.60 0 Waste-Waste Excavation Area 1 5B Excavation of Gas Migration Control 6,072.00 7,176.00(1000/6) 7,176.00(100%) 7,176.00 0 Trenches 5C Removal&Relandfilling of Buried 9,000.00 9,000.00(100%) 9,000.00(100%) 9,000.00 0 Waste—Waste Excavation Area 2 5D Waste Excavation Area 2 - 48,395.00(100%) 48,395.00(100%) 48,395.00 0 5E Waste Excavation Area 3 - 49,726.55(100%) 49,726.55(100%) 49,726.55 0 5F Waste Excavation Area 4 - 2,678.10(100%) 2,678.10(1000%) 2,678.10 0 5G Waste Excavation Area 5 943.78((10(%) 943.78(1001/6) 943.78 0 6 Contour Grading Material, General Fill & 108,000.00 332,307.00(100%) 332,307.00(100%) 332,307.00 0 Daily Cover from On-site Sources 7 Geotextile-Type 1 332,000.00 0(0-/.) 0(1000/0) 0 0 8 Gas Venting Layer from On-Site 168,000.00 168,000.00(1000/6) 171,900.00(1001/6) 171,900.00 3,900.00 9 60 Mil Textured HDPE Geomembrane 856,560.00 856,560.00(100%) 887,009.16(100%) 887,009.16 30,449.16 10 Landfill Gas Vents 46,176.00 58,016.00(100%) 58,016.00(1001/6) 58,016.00 0 • 11 Geocomposite 163,800.00 256,200.00(1000/6) 288,044.40(100%) 288,044.40 31,844.40 12 Barrier Protection Layer from On-site 280,000.00 280,000.00(1000%) 300,615.00(1000%) 300,615.00 20,615.00 Sources 13A Vegetative Growth Medium Using On-site 140,000.00 113,029.00(81%) 88,494.00(40%) 228,494.00 115,465.00 Compost&On-site Sand from Borrow Area 13B Contingency Topsoil from Approved Off- 248,400.00 0(0-/.) 0(100-/o) 0 0 site Sources 14 Erosion Control Blanket 453,600.00 136,002.54(30%) 133,608.30(351/6) 377,208.00 241,205.46 15 Erosion Control Fabric 60,000.00 39,148.35(65%) 60,000.00(100%) 60,000.00 20,851.65 16 Hydroseeding 90,400.00 22,894.40(25%) 25,449.20(35%) 71,849.00 48,954.60 17 Landscaping 53,200.00 12,141.00(23%) 12,141.00(47%) 25,992.00 13,851.00 01314,70403302(R06) 1 s Contract/ Claimed by TC&M Item Scheduled as of Appl.No.11 D&B Determined D&B Estimate to Remaining No. Description of Work Value (%Complete) Completed Work Complete Work To Be Billed 18 Rip Rap,Stone Fill,Gravel&Reno 269,763.00 233,739.85(87%) 233,739.85(87%) 266,907.00 33,167.15 Mattresses 19A 6-Foot High Fencing 113,062.50 40,885.00(36%) 40,885.00(481/1.) 85,012.50 44,127.50 19B 12-Foot High Fencing 31,600.00 11,622.90(37%) 11,622.90(850/6) 13,637.38 2,014.48 19C Gates 6,000.00 0(0-/0) 0(0./0) 11,976.00 11,976.00 20 Maintenance Roads-6 Deep RCA 15,600.00 7,146.00(46%) 14,016.00(1001%) 14,016.00 6,870.00 21 Maintenance Roads-12 Deep RCA 35,875.00 35,875.00(100%) 49,008.75(100%) 49,008.75 13,133.75 22 Main Access Road 276,250.00 202,227.75(731/6) 98,600.00(100%) 98,600.00 (103,627.75) 23 Guide Rail 78,000.00 13,650.00(181/1.) 13,650.00(18%)? 78,000.00 64,350.00 24A Abandon Existing Landfill Gas 15,600.00 2,100.00(14%) 2,100.00(100%) 2,100.00 0 Monitoring Wells 24B New Landfill Gas Monitoring Wells 43,320.00 8,025.60(190/6) 42,560.00(1001/6) 42,560.00 34,534.40 25A Abandon Existing Groundwater 58,800.00 22,640.00(39%) 22,640.00(100%) 22,640.00 0 Monitoring Wells 25B New Groundwater Monitoring Wells 25,200.00 0(00/0) 25,200.00(1001/6) 25,200.00 25,200.00 26 Drain Pipe Inlet/Outlet Structures, Stilling 65,528.00 65,528.00(1001/1o) 65,528.00(100%) 65,528.00 0 Basins&Manholes 27 Swale Underdrains & Anchor Trench 60,000.00 60,000.00(100%) 60,000.00(100%) 60,000.00 0 Drains 28 Water Supply Well and Electrical 42,000.00 4,000.00(1000%) 4,000.00(100%) 4,000.00 0 Service 29 Siren&Electrical&Telephone Service 92,000.00 0(0'/'.) 0(00/0) 92,000.00 92,000.00 30 Sand Pit Regrading 219,000.00 0(00/.) 0(1000/0) 0 0 31 32 Test Pitting - 10,800.00(100%) 10,800.00(1000/0) 10,800.00 0 33 Waste Import C.O.3 64,385.00(100%) 64,385.00(100%) 64,385.00 0 (75,000.00) 34 Screening 17-Acre Material/Stone for Gas - 0(00/.) 0(0%) 0 0 Trenches 35 Spreading of Greenport Pond Material - 0(00/0) 0(00/0) 0 0 36 Southeastern Drainage Diversion System C.O. 10 208,461.60(95%) 208,461.60(95%) 218,354.00 9,892.40 Handling of C&D Materials-CAT 322 - 375.00(1000%) 375.00(1000/0) 375.00 0 Consolidation of Unscreened Compost in - 2,156.25(1000%) 2,156.00(100%) 2,156.00 0 Borrow Pit-CAT 322 Consolidation of Unscreened Compost in - 2,965.63(100%) 2,965.63(100%) 2,965.63 0 Borrow Pit-CAT 980 Consolidation of Unscreened Compost in - 2,925.00(100%) 2,925.00(1001/6) 2,925.00 0 Borrow Pit-CAT D7 Grading of Eastern Hill-CAT D7 - 11,025.00(100%) 11,025.00(100%) 11,025.00 0 0 1314/f0403302(R06) 2 Contract/ Claimed by TC&M Item Scheduled as of Appl.No.11 D&B Determined D&B Estimate to Remaining No. Description of Work Value (%Complete) Completed Work Complete Work To Be Billed Separate Loam for Production of - 400.00(1000%) 400.00(100%) 400.00 0 Vegetative Growth Medium-CAT D6 Separate Loam for Production of - 656.25(100%) 656.25(100%) 656.25 0 Vegetative Growth Medium-CAT 322 Screening of Unscreened Compost- - 15,675.00(100%) 15,675.00(100%) 15,675.00 0 Tromme1725 Temporary Asphalt Apron - 2,835.00(1000/0) 2,835.00(1000%) 2,835.00 0 Surcharge for Black Vinyl Fencing - 3,995.00(100%) 3,995.00(100%) 3,995.00 0 Testing of 17-Acre Sand for Gas Venting& - 12,970.00(100%) 12,970.00 12,970.00 Barrier Protection Layer Enlargement & Construction Changes to - 64,667.14(100°/x) 64,667.14 64,667.14 Recharge Basin 3 Segmented Installation of Geomembrane - 31,761.69(100%) 31,761.69 31,761.69 for 17-Acre Road Additional Surveying - 58,943.90(100%) 58,943.90 58,943.90 Final Grading of Recharge Basins 1&2 - ? Transition Area Grading - ? Gas Migration Control Trench Extension in - 8,698.00 8,698.00 8,698.00 Area of Scale House Relocation of Road Along McBride - ? Property Liner Installation Around Eastern Drainage - 1,300.75(100%) 1,300.78 1,300.78 System Catch Basin 1 Elimination of Waterproofing Manholes - (2,100.00)(100%) (2,100.00) (2,100.00) Along Southwestern Drainage System Elimination of Truck Stand - (700.00)(1000%) (700.00) (700.00) 5,216,366.50 4,270,541.20 1,063,590.71 01314/r0403302(R06) 3 CLOSURE CONSTRUCTION COST SUMMARY AS OF APRIL 14,2003 Change Order No. 12 $5,534,305.50 Draft Change order No. 13 (412,204.87) New Contract Value $5,122,100.63 Original Contract Value $5,216,366.50 New Contract Value 5,122,100.63 Remaining $ 94,265.87 Billed as of Payment Application No. 11 $4,058,490.15 To Be Billed as of 4/9/03 Based on Work To Be Completed and Draft Change Order No. 13 1,063,590.71 Total To Be Billed $5,122,208.86 Work Still To Be Performed Final Grading of Recharge Basins 1 &2 —$ 6,800 Transition Area Grading — 5,500 Relocation of Road Along McBride Property 7,500 $19,800 Other Items Claimed by Bob Terry Extended Time for On-Site Superintendent, Utilities and Services(7/1/02— 12/31/02) $52,544.35 Insurance Extension- 9,575.00 Extra Truck Hire Due to Town Use of Landfill 5,400.00 Access Road During Construction Extra Rebar in Recharge Basin No. 3 Headwall — 7,500.00 Trommel for Manufacture of Topsoil 5,000.00 $80,019.00 Estimated Total Construction Cost $5,222,080.00 Original Contract Value 5,216,366.50 Over $5,714.00 0 1314/r0410301(R03) SOUTHOLD LANDFILL CLOSURE ORIGINAL BUDGET AND ESTIMATE FOR COMPLETION Remaining Balance Estimate for Bu get Item Original Budget Thru 4/30/03 Completion Landfill Cap and Closure Refuse&Garbage Capital Outlay Construction Costs Landfill Cap r 5,200,431.82 1,137,773.41 5,222,100.00 Force Account 4,066.24 4,066.24 Construction Costs 5,204,498.06 1,141,839.65 Engineering Costs Planning Fees 0.00 (704.36) Design Fees 47,142.12 0.00 0.00 Construction Related Fees 481,730.34 (72,181.22) 714,465.00 Engineering Costs 528,872.46 (72,885.58) Other Expenses Bond Counsel Costs 25,000.00 9,848.74 Outside Legal Counsel 105,000.00 91,228.34 Easements 125,000.00 96,478.01 Fiscal Services Costs 5,290.25 5,290.25 Net Interest 0.00 0.00 Equipment Costs 17,280.00 9,980.00 Contingencies 319,157.88 213,364.25 Other Expenses 596,728.13 426,189.59 Insurance Costs Administration 43,228.00 43,228.00 Direct Expenses 84,618.00 84,618.00 State Bond Issuance 12,154.00 12,154.00 Issuance Costs 140,000.00 140,000.00 Capital Outlay 6,470,098.65 1,635,143.66 Refuse&Garbage 6,470,098.65 1,635,143.66 Bond Anticipation Notes Interest BAN Interest B.A.N.Interest 0.00 8,306.86 BAN Interest 0.00 8,306.86 Interest 0.00 8,306.86 Bond Anticipated Notes 0.00 8,306.86_ Landfill Cap and Closure 6,470,098.65 3,643,450.52 01314AM414303QW) Southold Landfill Closure Well Status Report and Gas Monitoring Well Field Readings April 14,2003 Monitoring Well Items to be Completed % LEL CO ppm %02 1-12S ppin GMW-I Needs sampping samplingnipple and concrete slab 0 0 20.9 0 GMW-2 Needs sampling nipple and concrete slab 0 0 20.9 0 GMW-3 Needs sampling nipple,tube to well port and concrete slab 0 0 19.8 0 GMW-4 Needs sampling nipple,tube to well port and concrete slab 0 0 20.9 0 GMW-5 Needs concrete slab 0 0 19.8 0 GMW-6 Needs concrete slab 37 0 16.0 0 GMW-7 Needs sampling nipple and concrete slab 0 0 20.9 0 GMW-8 Needs sampling nipple and concrete slab 0 0 20.9 0 GMW-9 Needs concrete slab 0 0 19.6 0 , GMW-10 Needs sampling nipple and concrete slab 0 0 20.1 0 GMW-1 I Needs sampling nipple and concrete slab 0 0 20.9 0 GMW-12 Needs sampling nipple,tube to well port and concrete slab 0 0 16.7 0 GMW-13 Needs sampling nipple and concrete slab 0 0 20.0 0 GMW-14 Needs compression plug,sample port assembly and 0 0 20.9 0 concrete slab- lock and casing provided,but not installed GMW-15 Needs sampling nipple and concrete slab 0 0 20.9 0 MW-I Needs vented cap and concrete slab MW-2 Needs vented cap and concrete slab MW-3 Needs vented cap and concrete slab MW-4 Needs vented cap and concrete slab MW-5 Needs vented cap and concrete slab MW-6 Needs vented cap and concrete slab Dvi rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net April 15, 2003 Principal= Mr. Robert G. Terry Nicholas J.Chl psa, d.PE. Terry Contracting&Materials, Inc. D C E I vr.ard.,�t "envy J.c O Prwos P.E. 840 West Main Street Executlro Vip President Thomas F.Maher,P.E. Riverhead, NY 11901 Robert T.Bums,P.E. AN 16 "k'P/,0806M Re: Southold Landfill Closure Richard M.Pn.sWalka vD&B No. 1314vi— idat Steven A.Fangmann,P.E. id vice Prsswg Theodore S.Pytlar,Jr. Dear Mr. Terry: vice Premolar* S•"ier Assoelates As a follow-up to our telephone conversation on Aril 14 2003 re azdin Anthony o.Conetta,PE. P � , g g Your Dennis F.Koehler,P.E. suggestion of increasing the draft.Change Order No. 13 geomembrane quantity by Joseph H.Marturano 300 sy to reconcile the remaining difference in quantity between D&B and John A.Mirando,P.E. Che�nango, I have increased Bid Item 9 — 60 Mil Textured HDPE Geomembrane Kenneth J.Pritchard,P.E. to 1 /1,901 sy. This change also results in slight quantity increases for gas venting Brian M.Veith,PE. layer and barrier protection layer. These changes will be the final quantities for _ociates these items. Please find enclosed revised Change Order No. 13 (revised April 14, Joseph F.Baader 20003) which reflects these changes, as well as a reduction in geocomposite to Garrett M.Byrnes,P.E. 68,582 sy based on Chenango Contracting's letter dated February 28, 2003. Rudolph F.Cannavale Other changes include: increasing the number of gates from 1 to 4; deletion of Joseph A.Fioraliso,P.E. "Deletion of Bid Item 34" of$40,000, which was not a contract value increase in Thomas P.Fox,RG Change Order No. 8; addition of "Additional Surveying" in the amount of Gerald Gould,C.PG $58,943.90; and deletion of Bid Item 37/Change Order No. 12 ($3,575), which is William D.Merklin,PE. a cost to the Compost Facility project. Michael Neuberger,P.E. Edward J.Reilly If you have any questions,please call me. Charles J.Wachsmuth,P.E. Kenneth P.Went,Jr.,C.P.G Vpryvly your—S, Thomas F. Maher, P.E. TFM/tam Vice President Enclosures cc: J. Bunchuck, Town of Southold F. DeVita,D&B M. Wright, D&B 01314\TFM03 LTR-77.DOC(RO4) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES.P.C. • - DRAFT - • CHANGE ORDER (Revised April 14,2003) No. 13 DATE OF ISSUANCE EFFECTIVE DATE OWNER Town of Southold CONTRACTOR Terry Contracting and Materials,Inc. Contract: General Construction Project: Southold Landfill Closure OWNER'S Contract No. 2000 ENGINEER'S Contract No. 1314 ENGINEER Dvirka and Bartilucci Consulting Engineers You are directed to make the following changes in the Contract Documents: Description: See Attachment Reason for Change Order: See Attachment Attachments(List documents supporting change.): CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times: $ -,216,366.50 Substantial Completion:_270 days Final Completion: 300 days Net Increase(Decrease)from previous Change Orders Net change from previous Change Orders No. 1 to 12 No. 2 to 12 : Substantial Completion: 246 days $ 317 939.00 Final Completion: 246 days Contract Price prior to this Change Order: Contract Times prior to this Change Order: $ 5,534,305.50 Substantial Completion: 516 days Final Completion:_546 days Net increase of this Change Order: Net increase this Change Order: $ (412,204.87) Substantial Completion: 0 days Final Completion:_0 days Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: $ 5 122 100.63 Substantial Completion: 516 Final Completion: 546 RECOMMENDED: APPROVED: ACCEPTED: Dvirka and Bartilucci Consulting Engineers Town of Southold Terry Contracting and Materials,Inc. by. by: by: Thomas F.Maher,Vice President James Bunchuck, Solid Waste Coordinator Robert G.Terry,President Date: Date: Date: ♦131470401302.DOC(R02) ATTACHMENT—CHANGE ORDER NO. 13 (Revised April 14,2003) Description Value Reason for Change Order of Change Decrease Bid Item 3—Clearing and Reduction in area cleared and grubbed ($45,600.00) Grubbing from 50 acres to 12 acres Increase Bid Item 4—Unclassified Increase in quantity from 74,000 cy to $51,425.00 Excavation&Relandfilling 84,285 cy due to changes in grading plan Increase Bid Item 5A—Removal & Increase in quantity from 2,000 cy to $67.60 Relandfilling of Buried Waste-Waste 2,010 cy due to increase in waste Excavation Area 1 Increase Bid Item 5B—Excavation of Increase in quantity from 2,200 cy to $1,104.00 Gas Migration Control Trenches 2,600 cy due to increase in trench length Add Bid Item 5D—Waste Excavation Removal of 7,138 cy of waste beyond $48,395.00 Area 2(Provided for in Change Order cap limit and backfill No.4 With No Increase in Contract Price) Add Bid Item 5E—Waste Excavation Removal of cy of waste $49,726.55 Area 3 (Provided for In Change Order beyond cap limit and backfill No.4 With No Increase in Contract Price) Add Bid Item 5F—Waste Excavation Removal of cy of waste $2,678.10 Area 4 beyond cap limit and backfill Add Bid Item 5G—Waste Excavation Removal of cy of waste $943.78 Area 5 beyond cap limit and backfill Increase Bid Item 6—Contour Grading Increase in quantity from 36,000 cy to $224,307.00 Material,General Fill&Daily Cover 110,769 cy due to changes in grading from On-Site Sources plans,mixing sand with yard waste and C&D material, and settlement Delete Bid Item 7—Geotextile—Type Not required due to similar material ($332,000.00) 1 (Provided for in Change Order No. 5 used for subgrade surface and gas With No Decrease in Contract Price) venting layer Increase Bid Item 8—Gas Venting Increase in quantity from 56,000 cy to $3,900.00 Layer from On-Site Sources 57,300 cy due to increase in geomembrane area O 1314/r0401301(R07) 1 ATTACHMENT—CHANGE ORDER NO. 13 (continued) Value Description Reason for Change Order of Change Increase Bid Item 9—60 Mil Textured Increase in quantity from 166,000 sy to $30,449.16 HDPE Geomembrane 171,901 sy due to increase in waste surface area Increase Bid Item 10—Landfill Gas Increase in quantity from 39 vents to $11,840.00 Vents(Provided for in Change Order 49 vents due to use of loam for contour No. 6 With No Increase in Contract grading material and additional gas Price) venting capacity Increase Bid Item 11 -Geocomposite Increase in quantity from 39,000 sy to $124,244.40 61,000 sy due to error in contract quantity and additional 7,582 sy (Chenango letter 2/28/03)for increased slopes on eastern portion of landfill Increase Bid Item 12—Barrier Increase in quantity from 56,000 cy to $20,615.00 Protection Layer from On-Site Sources 57,300 cy due to increase in geomembrane area,and additional 2,823 cy for increase of 1 foot thickness under roads Increase Bid Item 13A—Vegetative Increase in quantity from 20,000 cy to $88,494.00 Growth Medium Using On-Site 32,642 cy due to manufacture of all Compost& On-Site Sand from Borrow topsoil on-site Area Delete Bid Item 13B—Contingency Manufacture of all topsoil using on- ($248,400.00) Topsoil from Approved Off-Site site source material and deletion of Sources topsoil in Borrow Area Decrease Bid Item 14—Erosion Deletion of seeding in Borrow Area ($76,392.00) Control Blanket Decrease Bid Item 16-Hydroseeding Deletion of seeding in Borrow Area ($18,551.00) Decrease Bid Item 17- Landscaping Deletion of plantings on the landfill ($27,208.00) cap Decrease Bid Item 18—Rip Rap, Stone Reduction of erosion control material ($2,856.00) Fill,Gravel&Reno Mattress in southeast quadrant drainage system Decrease Bid Item 19A—6-Foot High Decrease in the length of fencing from ($28,050.00) Fencing 6,030 feet to 4,534 feet Decrease Bid Item 19B—Foot High Decrease in the length of fencing from ($17,962.63) Fencing 800 feet to 345.25 feet U 1314IM401301(R06) 2 ATTACHMENT—CHANGE ORDER NO. 13 (continued) Value Description Reason for Change Order of Chance Increase Bid Item 19C—Gates Increase number of gates from 2 to 4 $5,976.00 Decrease Bid Item 20—Maintenance Decrease in area of roads from 2,600 ($1,584.00) Roads-6" Deep RCA sy to 2,336 sy Decrease Bid Item 21 —Maintenance Increase in area of roads from 4,100 sy $13,133.75 Roads- 12" Deep RCA(Provided for to 5,601 sy in Change Order No. 7 With No Increase in Contract Price) Decrease Bid Item 22—Main Access Decrease in area of road from 6,500 sy ($177,650.00) Road(Provided for in Change Order to 2,320 sy No. 7 With No Decrease in Contract Price) Decrease Bid Item 24A—Abandon Decrease in the length of wells ($13,500.00) Existing Landfill Gas Monitoring abandoned from 260 feet to 35 feet Wells Decrease Bid Item 24B—New Landfill Decrease in the length of wells ($760.00) Gas Monitoring Wells constructed from 570 feet to 560 feet Decrease Bid Item 25A—Abandon Decrease in the length of wells ($36,160.00) Existing Groundwater Monitoring abandoned from 980 feet to 377 feet Wells Decrease Bid Item 28—Water Supply Town contracted directly for ($38,000.00) Well and Electrical Service construction of the water supply well Delete Bid Item 30—Sand Pit Town will perform this work ($219,000.00) Regrading Add Bid Item 32—Test Pitting Required to delineate/confirm limits of $10,800.00 (Provided for in Change Order No. 2 waste With No Increase in Contract Price) Add Bid Item 33 —Waste Import Required to handle C&D material after ($10,615.00) (Provided for in Change Order No. 3 at completion of baseline topographic an Increase of$75,000.00 in Contract survey—actual cost$64,385.00 Price) Deletion of Bid Item 35—Spreading of Not part of landfill closure project.— ($21,000.00) Greenport Pond Material(Provided for charged to the Town separately in Change Order No.9 With an Increase of$21,000.00 in Contract Price) 0 1314/T0401301(R06) 3 • s ATTACHMENT—CHANGE ORDER NO. 13(continued) Value Description Reason for Change Order of Change Add Bid Item—Handling of C&D Required to handle C&D material as $375.00 Material—CAT 322 grading material Add Bid Item—Consolidation of Required to consolidate compost to $2,156.00 Unscreened Compost in Borrow Pit— manufacture topsoil CAT 322 Add Bid Item—Consolidation of Required to consolidate compost to $2,965.63 Unscreened Compost in Borrow Pit— manufacture topsoil CAT 980 Add Bid Item—Consolidation of Required to consolidate compost to $2,925.00 Unscreened Compost in Borrow Pit— manufacture topsoil CAT D7 Add Bid Item—Grading of Eastern Required to complete grading of the $11,025.00 Hill—CAT D7 eastern portion of the landfill Add Bid Item—Separate Loam for Required to separate loam to $400.00 Production of Vegetative Growth manufacture topsoil Medium—CAT D6 Add Bid Item—Separate Loam for Required to separate loam to $656.25 Production of Vegetative Growth manufacture topsoil Medium—CAT 322 Add Bid Item—Screening of Required to screen compost to $15,675.00 Unscreened Compost—Trommel 725 manufacture topsoil Add Bid Item—Temporary Asphalt Required to access temporary road to $2,835.00 Apron the Compost Facility Add Bid Item—Surcharge for Black Required for fencing adjacent to $3,995.00 Vinyl Fencing residential property Add Bid Item—Testing of 17-Acre Required for new source of material $12,970.00 Sand for Gas Venting&Barrier from Compost Facility Protection Layer Add Bid Item—Enlargement& Required to handle additional flow $64,667.14 Construction Changes to Recharge from southeastern drainage diversion Basin 3 system Add Bid Item—Segmented Installation Required to provide access to Compost $31,761.69 of Geomembrane for 17-Acre Road Facility during construction of the cap 0 1314/r0401301(R06) 4 • ATTACHMENT—CHANGE ORDER NO. 13 (continued) Value Description Reason for Change Order of Change Add Bid Item—Additional Surveying Required due to changes in the project $58,943.90 Add Bid Item—Gas Migration Control Required to provide continuous gas $8,698.00 Trench Extension in Area of Scale migration control trench in the vicinity House of the scale house Add Bid Item—Liner Installation Required due to addition of catch basin $1,300.78 Around Eastern Drainage System Catch Basin 1 Add Bid Item—Final Grading of Required due to no payment item in ? Recharge Basins 1 &2 the contract for this work Add Bid Item—Transition Area Required to grade edge of cap to ? Grading preconstruction grade at landfill property boundary Add Bid Item—Relocation of Required to grade area between the ? Maintenance Road Along McBride road and landfill property line Property Elimination of Waterproofing Elimination of waterproofing due to ($2,100.00) Manholes Along Southwestern location of manholes outside the cap Drainage system Elimination of Truck Stand Elimination of truck stand due to ($700.00) agreement on truck volumes Delete Bid Item 37—Asphalt Curb Part of construction of Compost ($3,575.00) Along Pavement Road to Compost Facility to be charged to Compost Facility(Provided for in Change Order Facility No. 12 With an Increase of$3,575.00 in Contract Price) ($412,204.87) 0 1314/r0401301(R06) 5 Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Parts Drive,Woodbury, New York, 11797-2015 516-364-9890 * 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@woddnet.att.net April 14, 2003 Prledp.ls Nichoin J.Bartilueei.P.E. A�tlNrw ,;,� Mr. Robert G. Terry ,� PE. Terry Contracting&Materials,Inc. ealdwW Pobeft T Bums PE. 840 West Main Street - I Vim President -F—hjP!1 ee4'?QTY 11901 Ricard M.vlarra t'h APR 1 � wo.ANON rm. Steven A.F-9—,PE. Re: Southold Landfill Closure AMidrk Theodore S.Pow,Jr. D&B No. 1314 towel s"'1 W o oE�r.of souD wASR 'i11er Dear Mr. Terry: Anthony O.Coneft P.E. Dennis F.H.Morkm,P.E.ano This is in response to our letter dated April 11, 2003,regarding work planned Sr Joseph nA Mirando,RE next week. Although you do not plan to work until Wednesday, April 16, 2003, Kerarelh J.Pritchard.PE. as discussed, work planned to be performed from April 16 through April 25 will Brian M.With,PE. involve only manufacture and placement of topsoil, hydroseeding, placement of erosion control blanket, and possibly fencing. If there is any change, please Assisdatisis contact either Frank DeVita or me 48 hours prior to changed work. Garred M.Byrnes,P.E. %dole,F.Car wyaa If you have any questions,please contact me. Joseph A.Fiorelbo,P.E. Thomas P.Fox,RG Very truly yours Gerald Gould,C.P.G Mem D.Merldin,P.E. Michael Natib"er,P.E. �� v Edward J.Railly Thomas F. Maher.P.E. Charles J.Wadamulh,PE. Vice President Kenneth P.Went,Jr.,C.P.G TFM/tam - cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright,D&B O 1314\TFM[03L7 R-96.DOC(R01) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. w 0 TERRY CONTRACTING & MATERIALS, INC, 840 WEST MAIN SMUEr JUVMUIBAD,NY 11901 (631)727-0170 April 11,2003 'Phomas F. Maher, P.E. Dvirka and Bartilucei 330 Crossways Park Drive Woodbury, NY 1 l 797-2015 RE: Southold Laxadfll Closure D&B 1314 Dear Mr. Maher: Due to weather conditions,the schedule for the week of April 14 through April 17,2003 has been delayed. We are waiting for the site to dry adequately and feel that Wednesday, April 1.6, 2003 is the soonest we will be able to work on the hill. We.will give your office twenty-four(24)hour notice before going to the site. Please call if there are any questions. Very truly yours, I r` a rt President d141/jm Cc: James Bunchuck, Town of Southold 14 840 Wert(Main Street❑ RivaA &d.IVY 11901 631-')'27-0170 Fax 631-727-0410 Terry Contra Ct Ing Foot or Onmd Street,SUke 103❑ M-aterials, Inc. Stratford,CT 06615 203-375-8460 Fax 203.375-8410 ftx Tat James Bunchuck Prmm Julie for Robert 0,Terry l 734-7976 PlrerNc '34-7685 OMtM 4-11.03 M' CC: unt 0 For Rawlew ❑Ploww ConwIMM 13 Plow RMpy ❑pto r Itaoydo Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 a 718-460-3634 • Fax:516-364-9045 e-mail: db-eng@woddnet.att.net April 9, 2003 D E c E ! U E 111" Pals Nicholas J.Bartilucci,P.E. Pmaldalt Henry J.Chlupsa,PE. Mr. Robert G. Terry APR 10 Ex u"Vim A.w«d Thomas F.Mir•P.E. Terry Contracting&Materials, Inc. Vim`"'""" 840 West Main Street TOWN OF SOUTHOLO Robert T.awns.P.E. DEPT,OF SOLID WASTE Vt. Riverhead,NY 11901 Richard M.Walks Vic.Rsridrd Steven A.Fangma^^•P.E.Vim Pr*0011101t Re: Southold Landfill Closure Thaw S."r.Jr. D&B No. 1314 Vim PmaidW* s'"llw Dear Mr. Terry: Anthony O.Coneaa,P.E. Dennis F.Koshbr,P.E. H Marano As discussed, since there has not been much work performed at the landfill this JosephJohn A.Mirando,PE. week, the Progress Meeting originally scheduled for Friday, April 11, 2003, will Kenneth J.Pritchard,P.E. be postponed. The rescheduled date is Wednesday, April 16, 2003, at 9 a.m. at Brian M.Valth,PE. Jim Bunchuck's office. In the interim, please provide me by close of business on April 10, 2003, a schedule of work planned for next week. Joseph F.Baader Garrett M.Byrnes,P.E. If you have any questions,please call me. Rudolph F.Cannavale Joseph A.Fioratiso,P.E. Very truly yours, Thomas P.Fox,RG Gerald Gould,C.P.G William D.Merldin,P.E. "Michael Neuberger,P.E. Thomas F. Maher,P.E. Eduard J.Reilly Vice President Charles J.Wachsmuth,P.E. TF t/tam Kenneth P.Went,Jr.,C-PG cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright,D&B 01314\TFM03LTR-84.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS D ((a 330 Crossways Park Drive,Woodbury, New York, 11797-2015 11D 516-3649890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net April 8, 2003 aPEk lPrinapais TOWN OF SOUTHOLD DEPT.OF$DLID WAM Nicholas J.Bartilucd,P.E. v,.w.rr Mr. Robert G. Terry Henry � Terry Contracting&Materials,Inc. Thomas F.Maher,P.E. 840 West Main Street vi. T Bums,P.E. Riverhead,NY 11901 V" Richard M.Walks vk.A.md.nr Re: Southold Landfill Closure Steven A.Fangmann,P.E. D&B NO. 1314 viw Pnddaw Theodore S.Pytlar,Jr. Vim P­kbw Dear Mr. Terry: Senior Associates Anthony O.Conetta,P.E. Dennis F Koehler,P.E. Since we do not intend to provide full-time construction inspection for the Joseph H.Marturano remainder of the project, it is extremely important that we be provided with John A.Miirando,P.E. weekly schedules of work on the Thursday preceding the weekly schedule in Kennet,J.Pritchard,P.E. order to schedule inspection based on the work to be performed. Also, we will Brian M.Veith,P.E. require 48 hours prior notification of any change in the schedule in order to adjust planned inspection. Work performed which is not provided on the weekly Associates Joseph F.Baader schedule or for which we do not receive adequate notification will not be Garrett M.Byrnes,RE. approved for payment or may need to be re-performed at no additional cost to the Rudolph F.Cannavale Town. The schedule of work for next week(week of April 13) should be faxed to Joseph A.Fwaliso,P.E. me at(516-364-3448)with a cc to Frank DeVita by noon on April 10. Thomas P.Fox,RG Gerald Gould,C.P.G Thank-you for your attention to this matter. William D.Merklin,P.E. Michael Neuberger,P.E. Very- y yours, Edward J.Reilly ll ✓ Charles J.Wachsmuth,P.E. Kenneth P.Went,Jr.,C.P.G Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B U 1314\TFM03LTR-83.D0C(R01) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvi rka and O Bartilucci CONSULTING ENGINEERS (� (� 330 Crossways Park Drive,Woodbury, New York, 11797-2015d1 D �'C (�' 516-3649890 • 718-460-3634 Fax:516-364-9045 e-mail: db-eng@woddnet.att.net APR 1 o April 8, 2003 TOWN OF SOUTHOL Prinapa's DEPT.OF SOLID WAST[ Nicholas J.Bartilucci,P.E. Pn".Wd Henry J.Chlupsa,PE. Mr. Robert G. Terry E—ur.►V' Pr ai i—t Thomas F.Maher,PE. Terry Contracting&Materials, Inc. Pr•�°r* 840 West Main Street Robert T.Bums,P.E. Vim Pend°'" Riverhead,NY 11901 Richard M.Walka W..P—derd Steven A.Fangmann,P.E. vii.Pr•aidsrd Re: Southold Landfill Closure Theodore S.Pylar,Jr. D&B No. 1314 Vi-Pr..iderd Senior Associates Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F Koehler,P.E. Joseph H.Koehler. P As a follow-up to my letter dated April 7, 2003, regarding topsoil, as a reminder, Marturano John A.Miirando,PE. Terry Contracting & Materials, Inc., is required, as specified in the Contract Kenneth J.Pritchard,P.E. Documents, to obtain samples of on-site manufactured vegetative growth medium Man M.veilh,P.E. every 1,000 cy for analysis of pH, organic content, grain size and visual soil classification. Associates Joseph F.Baader Garrett M.Bymes,P.E. If you have any questions,please call me. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. 7Velyours, Thomas P.Fox,P.G.Gerald Gould,C.P.G.William D.MerkHn,P.E. (/6 Mikael Neuberger,P.E. Thomas F. Maher, P.E. Edward J.Reilly Vice President Charles J.Wachsmuth,P.E. TF* /tam Kenneth P.Wenz,Jr.,C.P.G. Enclosures cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B U 1314\TFM03LTR-82.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net D E (A E 8 �n April 8, 2003 ��p.� APR 0 2 Nicholas J.Bartilucci,P.E. Pr.sidrk Henry J.Chlupsa,P.E. Mr. Robert G. Terry TOWN OF SOUTHOLO En U&w Vic.Pmw..r DEPT. OF SOLID WASTE Thomas F.Maher,P.E. Terry Contracting& Materials, Inc. vice 840 West Main Street Robert T.Bums,P.E. Vk.""1IN9 Riverhead,NY 11901 Richard M.WAlks Vice Proaxwe Steven A.Fangmann.P.E. Re: Southold Landfill Closure Vk.Pfewd.-t Theodore S.Pylar.Jr. D&B No. 1314 ft.Pirzd" tiara.A..eaat" Dear Mr. Terry: Ant" Conetts,P.E. Dennis F.Koehler,P.E. Joseph H.Mehler. o In preparation of the Closure Certification Report and review of test results, we John A.Mirando,RE. noticed that the reporting of the analytical results are not correct for vegetative Kenneth J.Pritchard,P.E. growth medium samples VGM-1 and VGM-2. It appears that the results for pH Brian M.Vaith,RE. and organic content are transposed. Also, the sample type is not reported correctly for VGM-1 and VGM-2 for grain size and analysis (see enclosed ""°°`'t" analytical reports from Universal Testing). Please have Universal correct these Joseph F.Baader Gam M. aadeP.E. test reports and provide me with revised reports as soon as possible. Rudolph F.Cannavele Joseph A.Fioraliso.RE. If you have any questions,please call me. Thomas P.Fox,RG Gerald Gould,C.P.G Very truly yours, William D.Markin,P.E. Michael Neuberger,P.E. Edward J.Reilly ��- Charles J.Wachsmuth,P.E. nomas F. Maher, P.E. Kenneth P.Went,Jr.,C.RG. Vice President TFM/tam Enclosures cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 0 1314\TFM03LTR-80.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. S 82 oris street. UNIVERSAL TESTING 1w. Babylon, new york 11704 inspection services, inc. tel. (631) 491-5252 fax. (631) 491-5959 REPORT NO.: 02-2607 P 2/2 DATE: 07/11/02 CLIENT: Terry Contracting 841 Main Street Riverhead New York 11901 PROJECT: Southold Landfill SAMPLED BY: Universal DELI`v RED LY: 'Universal SAMPLE TYPE: VGM TYPE TEST: Ph & Organic Content Ph VGM - 1 9.20 % VGM -2 4.86% Omgnic VGM - 1 6.6 • Content VGM -2 6.8 RECENE0 JUL- 1 6 2002! bor tory ire or 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. r 82 otic street UNIVERSAL TESTING babylon, new york 11704 inspection services, inc. tel. (631) 491-5252 fax. (631) 491-5959 REPORT NO.: 02-2607 P 1/2 DATE: 07/11/02 CLIENT: Tegy Contracting 841 Main Street Riverhead New York 11901 PROJECT: Southold Landfill SAMPLED BY: Client DELIVERED BY: Universal - SAMPLE TYPE: Fill Material TYPE TEST: radation PERCENT PASSING SIEVE SIZE #1 #2 /2#r 100 100 3/8" 92.2 99.7 #4 87.0 96.3 #10 65.4 63.5 #40 31.0 26.6 #200 12_�� Sample Identification (LN/GM - VGM -2 Visual Soil' SM SM Classification RECEIVED j OF Laboratory 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. 1 Dvirka and , 0 Bartiluccr CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 5164364-9890 • 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@woddnet.att.net April 7,2003 Ph Palo Kchdas J.BatlWod,P.E. Pnddrw Henry J.Exem"Ch qsa.P.E. Than"F.M".ReMr. Robert G. Terry vice Prow"' Terry Contracting&Materials,Inc. Robert P.E. 840 West Main Street Richard Yke ."'."'�"`a Riverhead,NY 11901 a aw A.Fargnwn.P.E. vim nfe~ Theodore S.Pydw.Jr. Re: Southold Landfill Closure 'vice""'°" D&B No. 1314 •..eeaar! Av"o.Carrera.PE. Dear Mr. Terry: Dennis F.Ko~,P.E. Joseph".M""no On Thursday, April 3, 2003, when I asked you about your schedule for seeding, John A.hirand0.P.E. JohnA.M sndot P P.E. you explained to me that hydroseeding would not occur until the week of April 7. OrionKooneK vow PE. On Friday, April 4, 2003, I had an inspector (Stephen Tauss) go to the landfill to check the depth of topsoil prior to hydroseeding. When he arrived, he observed "vice''`" your workers seeding the top of the middle hill on the east side of the landfill with Joseph F Baader a spreader and the seeded area was being covered with the erosion control Gartalt M.Byrnes,P.E F oa�w" blanket. My inspector also noticed that the swale between the middle and RudolphJa„ph A.Fiaralloo,P.E. southern hill had erosion control material in it and was likely seeded. When Mr. Thomas P Fes,RG Tauss spoke with your supervisor, Juan, and indicated that the method of seeding Gerald Gard.CAG was not in conformance with the contract documents, he was told that Frank William D.Morldin.PE. DeVita of my office approved the method of using a spreader, which is not true. Michael NeubogW,P.E. Juan then told Mr. Tauss that the seeding he was performing was only Edward J.Rally "preliminary" (even though the erosion control blanket had been placed over the Charles J.YNeO1wnud%PE. seeded area)and that it would be hydroseeded at a later date. Kernslh P.Were Jr.,C.R.G Because the seeding was performed without proper notification and because the seeding was not performed in accordance with the Contract Documents, the erosion control material will need to be removed, both on the hill and in the Swale,and hydroseeded properly. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. ' Mirka and Bartilucci CONSULTING ENGINEERS D C (� �] E Mr. Robert G. TerryPa I � a Two Terry Contracting& Materials, Inc. A P R 1 2003 g April 7, 2003 TOWN OF SOUTHOLD DEPT. OF SOLID WASTE In addition, the depth of topsoil significantly exceeded 6 inches in many areas. When Mr. Tauss spoke to Juan about this matter, he was told that he (Juan) was aware that the southern hill was only rough graded, but that the middle hill was complete and ready for seeding, which he was performing. However, on the middle hill, there are areas which are less than 6 inches near the top of the hill and substantially greater than 6 inches(up to 11 inches)on the southern portion of the middle hill (see attached figure). Before hydroseeding can proceed, the thickness of topsoil Y ill need t^ 've djusted to achieve the reenq»lred 6 inches and we wil! need t^ check+he ad;Justed depths. Please note that any seeding performed for which we, or the Town, do not have the opportunity to observe,as well as check the thickness of topsoil,will not be paid and will need to be re-performed at no additional cost to the Town. Also note, as previously discussed,the pH of the manufactured topsoil for two samples collected (7.6; see attached sample results) exceeds the Contract Document range for 5.5 to 6.8 (Sectio 4.61(Ex 1(e). Therefore, the pH of the manufactured topsoil will need to be adjusted. Please provide me information on how you plan to adjust the pH. If you have any questions,please call me. Very truly yours, Thomas F. Maher,P.E. Vice President TFM/tam Ill"cc: 11140*11 I. Sikiric,NYSDEC P. Sutherland,TEC F. DeVita,D&B M. WrigK D&B 0 1314\T7M03LTR-75.DOC(R04) - r fir► � �� _� - � � •� . � rt=e'. �� to 4 ` O —t, "qom "_ f �p+� (3��4-'. 331 -����-� � �_ jr ��"�i��� J�-•t, '`' J' f�a'-v• P a�;C �1v'f� ♦I • _ �r.�,;-rr •-r't�• `.r� - •• y'r�..�(J"YYa �✓p�r VyO �� ��'�W��ri. � -���'s-2�,,, �.44+� �,•-'�.:. �'►::�►:�+�C�..1�i••wy��3����.c�i�• i�►f!{i�2t v�`'� 1 04/07/2003 09:03 845-5556 TECTONIC ENGOPING PAGE 02/02 Fl s m* 1ptlw� UWA WNW Ll" F moo* P�'M0� T°'v�"' � ca m oewMel 3 '� send i %FkMs & 1.0 ....... ................ 8A 7.6 SAND PTS- 15.8 7.8 wigwEERm TECTON,C CONSULTANTS PSL/RVEY/NO Project No-.3136.01 Of LA�lOrB�•Results 2670 Route 8W Project Southold Landfill CQA InspmMon&Tasting cv"Mall,w 12518 Telephone: (845)534-3450 Fax: (854)534-3556 Location: Southold,NY Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net April 4, 2003 Prindp.b Nicholas J.Bar ilucci.P.E. A..a.w Henry J.Ch qm,P.E. E""""h„o■Av&WWW Mr. Robert G. Terry Tvim preadwo"a"aa F.Maher.PE. Terry Contracting&Materials,Inc. vRobert�9kms,P.E. 840 West Main Street im M.'Wawa Riverhead,NY 11901 W0. SlavenA.Fwgmarxn,P.E. "°■°""°'"r Re: Southold Landfill Closure Theodore S.Pya.r.Jr. D&B No. 1314 WeR..a«r $*law A..oa.a. Antiony o.Coneaa.PE. Dear Mr. Terry: Dennis F.Kosher,P.E. Joss►H.MwWraw On April 2, 2003, Frank DeVita of my office was at the Southold Landfill to John A.Mirando.PE. inspect the installation of the concrete walls for the headwall located in Recharge Kenneth J.Pritchard,P.E. Basin No. 3. Upon review of the form work and reinforcement placement, as Brien M.Vait,,PE. completed by Terry Contracting & Materials (TC&M) early that afternoon (about A,.,a,llies noon), Mr. DeVita noted that the following items listed below were not performed Joseph F.Baader in accordance with the approved shop drawings as submitted by TC&M under Garrett M.Byrnes.P.E. Submittal 47a on December 11, 2002: Rudolph F.Cannavele Joseph A.Ficraliso,P.E. 1. The initial three comer reinforcements were not placed in accordance Thomas P.Fox.PG with Detail 1 of the approved shop drawings. Upon notifying your site Gerald Gould,C.P.G supervisor of this situation, the remaining two corner reinforcements William Markin, PE properly iE. werenstalled. However, because the initial three corner Michael Edward J. reinforcements were not corrected, Mr. DeVita once again informed Chances J.Wadromuth,P.E. your site s»tPrvisor that the corner reinforcement assembly still was Kennet,P.Wenz,Jr.,C.PG not acceptable. At this point, your supervisor proceeded with the placement of concrete in this area even though the corner reinforcements were not acceptable. 2. Construction of the headwall edge was not completed in accordance with Section E-E of the approved shop drawings. A 6-inch concrete sill at the headwall edge was not constructed. Mr. DeVita notified your site supervisor of this situation, at which point your supervisor acknowledged that the headwall was not constructed in accordance with the approved shop drawings. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. 0 Dvirka and Bartilucci CONSULTING ENGINEERS r'APIR - s Mr. Robert G. Terry Page Two Terry Contracting& Materials, Inc.April 4, 2003 OF SOLID WUN Please be aware that if the corner of the headwall develops cracks, patching will not be acceptable, and the entire headwall shall be replaced at your cost. If you have any questions,please call me. Very truly yours, 7 Thomas F. Maher,P.E. Vice President TFM/FDV(t)/tam,ld cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, TEC F. DeVita, D&B M. Wright, D&B O 1314\TFM03LTR-73.DOC(R02) Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net Principals April 4, 2003 Nicholas J.Bartilucci,P.E. Pnrriduk Henry J.Chlupsa,P.E. En bw wu r PM8Xft Mr. Robert G. Terry Thomas F.Maher.P.E. Vic.Priiid"w Terry Contracting&Materials,Inc. Robot T.Burns, P.E. Vice v�.a.rx 840 West Main Street Vim E:d la. �' Riverhead NY i 1901 vw.R.awdox , Seven A.Fangmann,P.E. vk-Pmwdmr Theodore S.Ryder,Jr. Re: Southold Landfill Closure V``-"°.** D&B No. 1314 sono.Associates An"o.Conetta,P.E. Dear Mr. Terry: Dennis F.Koehler,P.E. Joseph H.Merturano This is in reference to Christopher Dwyer's letter to you dated March 4, 2003, John A.Mirando,P.E. providing an explanation of additional surveying costs. Kenneth J.Pritchard,P.E. Brian M.Veith,P.E. Based on the letter and discussion with Mr. Dwyer on April 3, 2003, it is my Associstea understanding that a total of$84,908.51 is being claimed as additional surveying Joseph F.Raeder costs. While we concur with most of the costs being claimed, we do not agree Garrett M.Byrnes,P.E. Rudolph F.Cannavale with the following: Joseph A.Fioraliso.P.E. Thomas P.Fox,RG 1. As explained in my letter dated April 26, 2002, we do not concur with Gerald Gould.C.P.G the $6,734.55 for the Gas Vent Soil Layer Certification on the West William D.Merldin,PE. Side of the Cap Area, since this survey was necessitated because the Michael Neuberger,P.E. subgrade contours were not correct prior to placing gas vent soil. Edward J.Reilly chart J.Mclismudi,PE. 2. The $7,000.00 as a preliminary Budget for work associated with the Kenneth P.Went-Jr.,CRG Compost Facility should be billed to the Compost Facility project, if the Town of Southold agrees. 3. The $7,285.77 for work performed on the Compost Facility (stakeout, restakeout, assist in design of the floor, ramps,roadways and drainage) should be billed to the Compost Facility project, if the Town agrees. 4. The $1,176.20 for preliminary deed investigation and plot-plan of Proposed Land Swap should be billed directly to the Town of Southold, if the Town deems this an eligible cost. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci �.o._____._-- CONSULTING ENGINEERS (�.' 1}i V E Mr. Robert G. Terry AN 8 Page Two Terry Contracting& Materials, Inc. OWN MW HOLO April 4, 2003 DEQ SO 10 wA51E 5. The $3,768.09 for work associated with the Conceptual Driving Range Plan was not requested by either D&B or the Town. If I recall correctly, you previously indicated that this work was performed at your cost. In total, the costs with which we do not concur total $25,964.61. Therefore, we will approve $58,943.90 in additional surveyi^a. In discussion with Mr. Dwyer, he indicated that the monies remaining in the original $100,000 budget for surveying ($14,820.28 as stated in his letter of February 2, 2003) is sufficient to perform all required remaining surveying for this project, including performance of a topography survey of the final cover layer(for project certification), stakeout fence lines and performance of an as-built of the drainage structure and storm water impoundments. Our approval is predicated on the fact that there will be no additional charge for surveying to complete the project, unless new work is approved. If you have any questions with regard to this letter,please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright,D&B 01314\TFM03LTR-71.DOQR01) d1Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 • 718-460-3634 Fax:516-364-9045 e-mail: db-eng@woddnet.att.net P►indpals Nicholas J.Bartilucci,P.E. `Li Agri � 6'01 U Henry J.Chlupsa,P.E. L�3 l7 E xufiw we.Pm3ml nr Thomas F.Maher,P.E. Vice PreaidoW Mr. Robert G. Terry APA 3 - 2003 Robert T Bums,P.E. Vic•�dvit Terry Contracting& Materials, Inc. vim M.Walks 840 West Main Street TOWN OF SOUTHOLD viw Pn•id«M Steven A.Fangmann,P.E. Riverhead NY 11901 DEPT.OF SOLID WASTE Theodore S.Pynar,Jr. Vku P10.0111,10! Re: Southold Landfill Closure s.mo.Associates D&B No. 1314 Anthony O.Conetts,P.E. Dennis F.Koehler,P.E. Joseph H.Marturano Dear Mr. Terry: John A.Mirando,P.E. Kennan,J. rido,aro,P.E. This is in response to your letter dated March 28, 2003, regarding your request for Man M.Vein,,P.E. payment for protecting additional work. As previously explained, the Contract Documents pertain to the protection of all work. Therefore, there is no Associates justification for additional protection. Joseph F.Baader Garrett M.Byrnes,P.E. Rudolph M. Cans,RE If you have any questions or comments, please call me. ale Joseph A.Fioraliso,P.E. Thomas P.Fox,RG Very truly yours Gerald Gould,C.P.G. William D.Markin,P.E. /- Michael Neuberger,P.E. Edward J.Reilly Thomas F. Marr, P.E. Maher,civ Charles J.Wachsmuth,P.E. Vice President Kenneth P.Wenz,Jr.,C.P.G. T F t/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 0 1314\TFM03LTR-69.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net Principals March 28, 2003 Nicholas J.Bartilucci,P.E. Pr$.Wl Henry J.Chlupsa,P.E. Ex b-Vice Pr dent Thomas F.Maher,P.E. Mr. Robert G. Terry P"OSKFS t Terry Contracting & Materials, Inc. Robert T Bums,P.E. v;_Rem 840 West Main Street Richard M.Walka Vice Pie.ident Riverhead,NY 11901 Steven A.Fangmann,P E. vic.President Theodore S.Pytlar,Jr. Re: Southold Landfill Closure W..P-01.9 D&B No. 1314 Senior Associates Anthony o.Conetta,P.E. Dear Mr. Terry: Dennis F.Koehler,P.E. Joseph H.Marturano John A.Mirando,P.E. On March 27, 2003, Mr. Frank DeVita of my office was at the Southold Landfill Kennett,J.Pritchard,P.E. to inspect the installation of the concrete headwall footer located in Recharge Brian M.Veith,P.E. Basin No. 3. Upon arrival at the site and speaking with your site supervisor, Mr. DeVita was informed that an independent laboratory would not be present to Associate: Joseph F.Baader perform testing and inspection services of the concrete headwall footer in Garnett M.Byrnes,P.E. accordance with Section 6.3(F)(1)(a) of the Standard Specifications. At this time, Rudolph F.Cannavale Mr. DeVita informed you and the site supervisor that this situation is not Joseph A.Fioraliso,F.E. acceptable and that Terry Contracting & Materials would not be permitted to Thomas P.Fox,RG proceed with the work. Gerald Gould,C.P.G William D.Merklin,P.E. As a result of the above, you proposed to have your workers perform the slump Michael Neuberger,F.E. testing of the concrete with the appropriate equipment at the time of delivery. In Edward J.Reilly addition, cylinders of the delivered concrete required for 7-day and 28-day Charles J.wachsmuth,PE. compressive strengths also would be collected at the time of delivery to be picked Kenneth P.Wenz,Jr.,C.P.G up later by your independent laboratory for testing. As we had no objections, we suggested that four (4) compression cylinders be collected for both the 7-day and 28-day compressive strength test, respectively. However, upon delivery of the concrete from Suffolk Cement, Mr. DeVita was informed that the compression cylinders were available, but the equipment required to perform the slump testing was not available on-site. Therefore, the slump testing of the delivered concrete could not be performed. As this was once again unacceptable, Mr. DeVita informed you and the site supervisor that the work could not proceed as a result of being unable to perform the slump testing of the delivered concrete. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci* CONSULTING ENGINEERS E EaHOLD Mr. Robert G. Terry VAR Page Two Terry Contracting & Materials, Inc. March 28, 2003 TOWN OF:SL%?T.OF Subsequent to Mr. DeVita's direction, you called to inform me that you recognized the absence of the required testing equipment, but would proceed to pour the concrete to which I responded that it would be at your risk. If the cylinder test results are not satisfactory, the footing will need to be removed and repoured at your cost. If you have any questions,please call me. Very truly yours, Thomas F. Maher,P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TFM03 LTR-66.DOC(R02) Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 a 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net March 24, 2003 principals Nicholas J.Bartilucci,P.E. ProaidwR Mr. Robert G. Terry Henry J.Chlupsa,P.E. Terry Contracting & Materials, Inc. Execufi.e Vic.Pr-SWr Thomas F.Maher,P.E. 840 West Main Street f" Riverhead,NY 11901 Robert T.Bums,P.E. Viw Prerdwk Richard M.Walks Re: Southold Landfiii Closure vice PrenieeM Steven A.Fangmann,P.E. D&B No. 1314 vice Preaid.rd - Theodore S.Pyllar,Jr. Ps wwit Dear Mr. Terry: aonim Associates Anthony o.Conetta,P.E. This is in response to Chenango Contracting's letter (Mr. Charles Rhoades), dated Dennis F.Koehler,P.E. February 28, 2003,which you transmitted to me on March 21,2003. Joseph H.Merturano John A.Mirando,P.E. With regard to the matter of the anchor trenches, we would like to request copies Kenneth J.Pritchard,RE. Brian thM.J. ri P.E. of Mr. Mark Foran's field sketches. If panel measurement to the inside of the anchors is documented in the field sketches, we likely will agree with the liner Associates material claimed for panels 221 to 380. Joseph F.Baader Garrett M.Byrnes,P.E. Garrett M. cans,RE With regard to the remaining panels, which were installed under the supervision Joseph A.Ffo nnav,P.E. of Mr. Wade Bows, without documentation that the panel measurements were Thomas P.Fox,RG made to the inside of the anchor trenches, I stand by my letter of February 25, Gerald Gould,C.P.G 2003, which provided documentation that liner in the anchor trenches (for panels William D.Merklin.P.E. other than 221 to 380)was not subtracted from the panel lengths. Michael Neuberger.P.E. Edward J.Reilly With regard to payment for geocomposite, as discussed, we have approved Charles J.Wachsmuth,P.E. payment for 61,000 sy, which equates to the original contract quantity (39,000 Kenneth P.Wenz,Jr.,C.P.G sy), in addition to 22,000 sy to correct the original project quantity. As discussed, for payment of the 68,582 sy claimed by Chenango Contracting, we will require documentation of the rolls and lengths used at the Southold Landfill, since it is my understanding that some of the rolls of geocomposite delivered to Southold were used elsewhere, such as at the Fishers Island Landfill. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. .1 Dvirka and Bartilucci �J CONSULTING ENGINEERS D E C E 9 U E MAR 2 5 2008 Mr. Robert G. Terry Page Two Terry Contracting& Materials, Inc. TOWN OFSOUTHOLD March 24, 2003 DEPT.OF SOLID WASTE If you have any questions, please call me. Very truly yours, Thomas F. Maher,P.E. Vice President TFM/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 0 1314\TFM03LTR-64.DOC 03/11/2003 TUE 12:12 FAX 10001/001 r Dvirka L� cL� � IC� and , D dhBart�lucci CONSULTING ENGINEERS WAR 1 42003 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718460.3634 @ Fax:516.364-9045 e-mail: db-eng(oworldnct.att.net TOWN OF SOUTHOLD DEPT. OF SOLID WASTE r.iaalwls March 11,2003 rlldwas J.86rulucd,P.E. P-664 I Ianry J.ch1up",P.F. i„n-4-VM ph"AWN g Thomas P.Mvhw,P.E. M . Robert G. Terry VW P%v4 Bums P.C. Terry Contracting&Materials, Inc. �ot 840 West Main Street pxhoro M.Y"Pro~ s, Rivcnccad, NY 11901 UOYSM A.Fenger ann.P.E. W"Fm~ Tmoodam S."lar,A Re: Southold Landfill Closure D&B No. 1314 •eefor&s "Ines MlhWryo.c*WW P.E. Dear Mr. Terry: Dema F.Kash4r,P.C. JO!!ph H.MfmJmo John A.M Marto no We have reviewed the drawings of the headwall you propose to use for Recharge Kannom J Pnwhad P.E. Dasin No. 3, which were provided to us in a transmittal dated March 6, 2003, er;vi M.With.011, Your proposal is difficult to evaluate without knowing how the headwall is going to tie in with the design grades of the recharge basin and provide slope stability "`''cleft' given the angle at which the pipe from Manhole #IA enters the recharge basin. JotlWf T.M. ar eu Q,rfi%"PhM. "(1wyrnes RE. Please provide us with a drawing showing the installation of this headwall. Ru"ph F.cannevate JoeophA.RaMiW P.E. Tf you have any questions,please call me. T w9s P.Fat,r,G G"b GWa,CAC% Very truly your W,alam D.Merfdim.P.E. J r•.' Wmad Neuberger,P.E. EtlwMtl J.'Rsaly ��'C� 00"J.wadumulh,P.E. "Phomas F. Maher, P.E. Kenneth P.wenz,Jr.,C.F.G Vice President TFM/tam cc: J. Bunchuck, Town of Southold 1. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&13 Q 1314`rFM03LTR-63.DOC A DIVISION OF WILLIAM F.COSULICM ASSOCIATES,PC,'. • • i TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD,NY 11901 (631)727-0170 March 12, 2003 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury,NY 11797-2015 RE: Southold Landfill Closure D&B 1314 Dear Mr. Maher: I suggest the headwall we proposed for Basin# 3 be moved by adding 5' to 10 ` of pipe to the run. This would move it away from the bank and eliminate the need to retain such a high bank of soil. Because the waste is so deep in the landfill there I would think it would be prudent to move the recharge basin away from the waste to avoid the storm water from draining into waste under the cap. If the above installation as described sounds acceptable, we will prepare a formal headwall submittal as required by the contract. The change in location would be shown on the as built drawing and a credit for this installation issued because of the reduced cost of construction. If you have any questions then please call me. Thank you. Sinc ly obert G.4c President RGT/j m d1Dvirka �- and D E 0 Bartilucci CONSULTING ENGINEERS MAR 13 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 . 718-460-3634 . Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net TOWN OF SIMHOLO DEPT.OF SOLID WASTE PNndpals March 11, 2003 Nicholas J.Bartilucci,P.E. PM.W,K Henry J.Chlupsa,P.E. Ex..4w Vice P,.ad nt Thomas F Maher,P.E. Mr. Robert G. Terry Vice Pr..id W Terry Contracting & Materials, Inc. Robert T.Bums,P.E. vim P,.ad.nr 840 West Main Street Richard M.Walk' Vice P,.aMrd Riverhead,NY 11901 Steven A.Fangmann,P.E. Vic.P,.a i" Theodore S.Pylar,Jr. Re: Southold Landfill Closure Vim Pl awww D&B No. 1314 S*nW Assodat" Anthony D.Conetta.P.E. Dear Mr. Terry: Dennis F.Koehler,P.E. Joseph H.Marturano P.E. We have reviewed the drawings of the headwall you propose to use for Recharge John A.Mirando, Kenneth J.Pn o,RE P.E. Basin No. 3, which were provided to us in a transmittal dated March 6, 2003. Brian M.Veith.RE. Your proposal is difficult to evaluate without knowing how the headwall is going to tie in with the design grades of the recharge basin and provide slope stability "'soda'" given the angle at which the pipe from Manhole #1A enters the recharge basin. Joseph F.Baader Joseph M.Bader P.E. Please provide us with a drawing showing the installation of this headwall. Rudolph F.Cannavale Joseph A.Floraliso,P.E. If you have any questions, please call me. Thomas P.Fox,RG Gerald Gould,C.P.G. Very truly your William D.Merklin,P.E. Michael Neuberger.P.E. Edward J.Reilly Chanes J.Wachsmuth,P.E. Thomas F. Maher, P.E. Kenneth P.Wenz.Jr.,C.P.G Vice President TFM/tam cc: J. Bunchuck,Town of Southoldi I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B G 1314\TFM03LTR-63.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 a 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net March 5, 2003 PAndpals Nicholas J.Bartilucci,P.E. PnaidaM Mr. Robert G. Terry Henry J.Chlupsa,P.E. Terry Contracting& Materials, Inc. Ea .lr a Vic.Pmaidant Thomas F.Maher,P.E. 840 West Main Street Ax.P"adsw Riverhead,NY 11901 Robert T.Bums,P.E. viPr Richard M.walks V"Pnaidanr Re: Southold Landfill Closure Steven A.Fangmann,P.E. D&B No. 1314 vita PnadrM Theodore S.Pyoar,Jr. Viw PMadrM Dear Mr. Terry: Sanlor Assoolatos Anthony o.Coneda,P.E. This is in response to your letter dated February 19, 2003, regarding your Dennis F.Koehler,P.E. Joseph F. Mehler. o obligation to protect your work at the site. With regard to your question John h .Marto,P.E. pertaining to your responsibility for the protection of work not originally covered Kenneth J.Pritchard,P.E. in your bid, please be aware that, in the General Conditions for the Contract Brian M.Veith,P.E. Documents, Work is defined as the following: Aaa°°lat" "Any and all obligations, duties and responsibilities necessary to the Joseph F.Baader Joseph M.Baader P.E. successful comyletion of the Project assigned to or undertaken by GarrettRudolph M. Byrnes,CannaRE CONTRACTOR under the Contract Documents, including all ale Joseph A.Fioraliso,P.E. labor, materials, eguiument and other incidentals, and the furnishing Thomas P.Fox,RG thereof Gerald Gould,C.P.G William D.Markin,P.E. and that Contract Documents are defined as the following: Michael Neuberger,P.E. Edward J.Reilly "The Agreement, Addenda (whether issued prior to the opening of Chanes J.wachsmuth,P.E. Bids or the execution of the Agreement), Instructions to Bidders, Kenneth P.Wenz,Jr.,C.P.G. CONTRACTOR's Bid, the Bonds, the Notice of Award, these General Conditions, the Supplementary Conditions, the Specifications, Drawings and Modifications." Therefore,the Contract is very explicit that Terry Contracting& Materials, Inc., is responsible for protection of all Work, including modifications to the Work. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. r d1Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 • 718-460-3634 a Fax: 516-364-9045 e-mail: db-eng@woridnet.att.net March 5, 2003 Prindpals Nicholas J.Bartilucci,P.E. Preade.M Mr. Robert G. Terry Henry J.Chlupsa,P.E. Terry Contracting & Materials, Inc. lff auuw Vice Pnaidsnt Thomas F.Maher.P.E. 840 West Main Street Vice Prewdw r Riverhead,NY 11901 Robert T Burns.P.E. vice Pnaww* Richard d Walka Vice PreuderM Re: Southold Landfill Closure Steven A.Fangmann,P.E. D&B No. 1314 Vim Pnadnr Theodore S."ar,Jr. Vo-Pnadent Dear Mr. Terry: sonilor A.sodatas Anthony o.Conetta.P.E. 1. In a letter dated February 10, 2003, we requested a schedule for completion of Dennis F Koehler,P.E. the landfill closure project, and that this schedule be provided at the next Mar Joseph H.Marturano John h u P.E. Progress Meeting, which it was not. We again discussed the need for this Kenneth J.Pritchard,P.E. schedule at the February 24, 2003, Progress Meeting at which you stated that Brian M.Veith,P.E. it would be provided by February 28, 2003. As of this date, we have not received the requested schedule. Please be advised that future payment Assodatas requests will be not reviewed until a schedule is received and approved. Joseph F.Baader Garrett M.Bymes,P.E. Rudolph F.Cannavale 2. In a letter dated February 10, 2003, we requested confirmation of statements Joseph A.Fioraliso,P.E. made by Mr. Timothy Howell regarding the billing of three work items Thomas P.Fox,PG associated with Change Order No. 4, and that a response be provided at the Gerald Gould.C.P.G next Progress Meeting, which it was not. This matter again was discussed at William D.Merklin,P.E. the February 24, 2003, Progress Meeting, at which you stated that you would Michael Neuberger,P.E. provide a response by February 28, 2003. Since we have not received a Edward J.Reilly response, we assume that Mr. Howell's comments are correct and there will Charles J.waehsmuth,P.E. be no additional payment for these items. Kenneth P.Wenz.Jr.,C.P.G 3. In a letter dated February 21, 2003, which was given to you at the February 21, 2003, Progress Meeting, we provided a summary of submittals that have not been fully approved and revised submittals which are required. Some of the submittal comment letters for which we have not received responses date back to November 18, 2002. Please be advised that future payment requests will not be reviewed until the submittals identified in our February 21 letter are received and fully approved. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvirka and Bartiluc 0 d CONSULTING ENGINEERS D Mai - 7 aooa Jai fl ; Mr. Robert G. Terry )OUT Page Two Te Contracting& aterials,����11pp((N Of SOUTHOLD 'LID WWE ' DEi't:Of SOLID WASTE March 5, 2003 4. At the January 29, 2003, Progress Meeting, a construction status report for the landfill gas and groundwater monitoring wells was provided to Mr. Timothy Howell, which identified items that were required for the wells to be considered complete. Mr. Howell stated at the meeting that he would check the wells that day to determine if the items had been completed. Because we never received a response from Terry Contracting & Materials regarding this matter, the well construction status report again was provided to you at the February 21, 2003, Progress Meeting, at w1 ich you responded that you would have Casoll_a check the wells. As of this date, we still have not received a response as to the status of well completion. Please be advised, as previously discussed, there will be no further payment for the monitoring wells until they are complete, with the exception of the concrete pads, which we agreed could be completed in the spring. If you have any questions, please call me. Ve ly yours Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TFM03LTR-61.DOC(R02) 1 Dvirka and Bartilucci CONSULTING ENGINEERS D E M C E � V E Mr. Robert G. Terry MAR - 7 2000 Page Two Terry Contracting & Materials, Inc. TOWN OF SOUTHOLD March 5, 2003 KFE OF SOLID WASTE If you have any questions, please call me. Very truly yours, J Thor„as F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TFM03LTR-58.DOC(R02) 0 Dvirka d[ and- 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net February 25, 2003 Prindpais Nicholas J.Bartilucci,P.E. Pr.aidak Henry J.chtu Pro=**P.E. FMr. Robert G. Terry a.cae»Vic.Pro=** Thomas F.Maher,P.E. Terry Contracting&Materials, Inc. WOO Pr-aid" Robert T.Bums,P.E. 840 West Main Street Vies PnW dw* Riverhead,NY 11901 Richard M.Walka fte Plaid.. Steven A.Fangmann,P.E. v«:.PnadnA Re: Southold Landfill Closure Theodore S.Pytlar,Jr. Submittal 51 vi.Pl ae«r D&B No. 1314 s.nio. t.s Anthony O.Conetta.P.E. r Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Martursno John A.Mirando,P.E. This letter is a follow-up to our discussion at the February 24, 2003, Progress Kenneth J.Pritchard,PE. Meeting, regarding review of the Panel Placement Logs and the As-built Record Brian M.Veith,PE. Drawing for Billing prepared by Chenango Contracting,Inc. A..oei.t" Joseph F.Beader 1. In review of the Record Drawing, in particular the panels placed along C.arrett M.Byrnes,P.E. the western boundary adjacent to the 17-acre parcel, where the panel Rudolph F.Cannavale widths are shown to be a full 23 feet; along the northern boundary Joseph A.Fiaaliso•P.E. adjacent to the McBride property, where most of the panel lengths are Thomas P.Fox,RG shown to be 503 feet and greater up to 508 feet; and along the southern Gerald Gould,C.P.Ca boundary adjacent to the residential area, where the lengths of Wiilkam D.Merklin,P.E. panel/roll segments are substantially greater than 503 feet when the Mich"Neuberger,P.E. anchor trench material is included (see attached table), it is apparent Edward J.Reilly that the total liner area contained in the Panel Placement Logs ChaAes J.Wachsmulh,P.E. Kenneth P.went,Jr., RE. (1,568,752.5 ft ) includes material placed in the anchor trenches. Based on the length of anchor trench of 4,871 if and 5 feet of liner in the trench,the quantity of liner in the trench equates to 24,355 ft2. 2. In the Panel Placement Logs, panels P-83R through P-88R are replacement panels for damaged panels P-79 (partial) and P-80. These replacement panels equate to 4,909 fly. 3. Panel P-379 is a patch panel which was used to cover damaged panel P-125. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. l Dvirka and Bartilucci r CONSULTING ENGINEERS i I 4 FEB 2 Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. TOWN OF SOt" February 25, 2003 DEPT. of 4. The Panel Placement Logs show panel P-268 to be an average of 538 feet in length, which does not appear to be correct. (Typical panel lengths are approximately 503 feet.) Therefore, an excess quantity of 787.5 ft2 was reported for this panel. Adjusting for item 1 (-24,355 ft2), item 2 (-4,909 f), item 3 (-793 ft) and item 4 (-787.5 ft2) results in a total adjustment of 30,844.5 ft2 for a total area of 1,537,908 ft2 or 170,878.7 sy for pas1n:ert pwrposes. If you have any questions, please call me. Very truly yours, Thomas F. Maher,P.E. Vice President TFM/tam Enclosure cc: J. Bunchuck, Town of Southold P. Sutherland, Tectonic Engineering F. DeVita, D&B M. Wright, D&B O 1314\TFM03 LTR-56.DOQR04) ANALYSIS OF PANEL/ROLL SEGMENTS ALONG SOUTHERN BOUNDARY ADJACENT TO RESIDENTIAL AREA Roll No. Panel No. Average Length(ft.) Anchor Trench(ft.) Total ft. 0215 91 159 5 92 153.5 5 93 153.5 5 94 36 - 502 15 517 Roll No. Panel No. Average Length (ft.) Anchor Trench (ft.) Total ft. 0266 95 122 5 96 153.5 5 97 148.5 5 98 73.5 - 497.5 15 512.5 Roll No. Panel No. Average Length(ft.) Anchor Trench(ft.)) Total ft. 0267 99 70.5 5 100 139 5 101 137 5 102 126.5 5 103 18 - 491 20 511 Roll No. Panel No. Average Length(ft.) Anchor Trench (ft.) Total ft. 0268 104 98 5 105 99.5 5 106 87.5 5 107 75 5 108 55.5 5 109 58.5 5 110 12 5 486 35 521 OT1314/T0225301 1 Roll No. Panel No. Average Length (ft.) Anchor Trench (ft.) Total ft. 0204 111 46.5 5 112 58.5 5 113 61.5 5 114 64.5 5 115 66 5 116 68 5 117 74.5 5 118 61 - 119 9.5 5 510 40 550 OT1314/T0225301 2 Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net F"IMAP.te February 24, 2003 Nicholas J.Bartilucci,P.E. Pi.aid.rk Henry J.Chlupsa,P.E. E­*-Vb.Pr&d nt Thomas F.Maher,P.E. Mr. Robert G. Terry Vie.Pr-aider �T Robert T.Bums,P.E. Terry Contracting&Materials, Inc. vim""�"' 840 West Main Street Richard M.Walka vie.Pt.,drw Riverhead,NY 11901 Steven A.FaNmann,P.E. vie.Pl ai*N Theodore S.Roar,Jr. Re: Southold Landfill Closure Vires Pmwdwk - D&B No. 1314 senior Associates Anthony O.Conan,P.E. Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Marturano John A.Wrando,P.E. This is in response to your letter dated February 14, 2003,regarding grades for the Kenneth J.Pritchard,P.E. transition areas, relocation of the road along the McBride property and revised Brian M.Veith,P.E. plan for Recharge Basin No. 3. Assoaates Joseph F.Baader 1. Based on the stakes set by L.K. McLean Associates (LKMA) along the Carrett M.Byrnes,P.E. eastern boundary of the landfill, we recently evaluated transition Rudolph F.Cannavale grading in this area. The location of the stakes according to Mr. Joseph A.Ficraliso.P.E. Christopher Dwyer of LKMA represents a 1-foot offset from the Thomas P.Fox,RG property line. Based on the location of these stakes and the 1-foot Gerald Gould,C.P.G offset, it appears that transitioning from the edge of the maintenance William D.Mersin,P.E. road to the preconstructlon grades along the eastern property line can Michael Neuberger,P.E. be accomplished at a maximum slope of 2%2:1, except for a few Edward J.Railly locations along the Corrazzini property, where, in order to maintain a Charles J.Wachsmulh,P.E. maximum slope of 21/2:1, the toe of slope will encroach on the Kenneth P.Wenz,Jr.,C.P.G Corrazzini property. This need to encroach onto the Corrazzini property was discussed previously and, according to the Town (Mr. James Bunchuck), Mr. Corrazzini has been informed of this situation and approved the encroachment. It should be noted that the evaluation of transitioning was not conducted along the Shroder property, since you indicated that this could not be performed until Recharge Basin No. 3 and grading in this area were completed. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci U, CONSULTING ENGINEERS L F r ", 7 ? 2003 �UU Mr. Robert G. Terry Page Two Terry Contracting&Materials, Inc. TOWN OF SOUTM " February 24, 2003 pEPT. OF SOLID WASTE Therefore,the grading plan in the transition area will involve grading a constant slope from the edge of the maintenance road to the property line, except along the Corrazzini property which will be graded a maximum of 2%2:1. We do not believe additional survey by KLMA is necessary to implement this grading plan. We will have a construction inspector on-site when you perform this work to work with your equipment operator and address any transition grading changes that may be necessary. 2. We have evaluated the concept of relocating the maintenance road along the McBride property and it appears feasible as previously discussed. This determination is based on the stakes set by LKMA, which, as indicated by Mr. Dwyer, are offset 1-foot from the property line. When the snow dissipates, we will lay out the roadway in the fieli with you to confirm that the road relocation is feasible. This should be accomplished by the first week in March. 3. The revised plan for Recharge Basin No. 3 was provided to you on February 11, 2003. With the above information, you should be able to fully develop the schedule which was requested on February 10, 2003. Please provide the updated schedule by February 26, 2003. If you have any questions,please call me. Very truly yours, Thomas F. Maher,P.E. Vice President TFM/ld cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright, D&B 0 1314\TFM03LTR-51.130C(R02) w Dvirka d,, and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 - 718-460-3634 - Fax:516-364-9045 e-mail: db-eng@worldnet.att.net February 24, 2003 Principals Nicholas J.Bartilucci,PE. Presld.W Henry J.Chlupsa,P.E. Executive Vice Pr-4-t Thomas F.Maher,P.E. Mr. Robert G. Terry Vv.`r-'."# Terry Contracting& Materials, Inc. Robert T.Burns,P.E. W-P-0.4 840 West Main Street Richard M.Walka Vics Pr--idea Riverhead,NY 11901 Steven A.Fangmann,P.E. Vice Preaident Theodore S.Pular,Jr. Re: Southold Landfill Closure Vice Preaidenr Submittal 51 Senior Associates D&B No. 1314 Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Marturano John A.Mirando,P.E. Kenneth J.Pritchard,P.E. This letter is a follow-up to our discussion at today's Progress meeting, and in Brian M.Veith,PE. response to your letter dated January 31, 2003, regarding Submittal 51 - Access Road. Based on our review of the materials list, no reference was made to the Associates materials to be utilized for the tack coat or prime coat for the asphalt pavement. Joseph F.Baader Your response indicated that these materials will not be used in construction of Garrett M.Byrnes, Rudolph M. Cans,P.E.P.E thief access road, as per the project specifications. In accordance with Section ale Joseph A.Fioraliso,P.E. 2.7.B.2•B.2 of the Standard Specifications, the New York State Department of Thomas P.Fox,PG Transportation (NYSDOT) Standard Specifications for Construction and Gerald Gould,C.P.G Materials, is made part of the Standard Specifications. Therefore, in accordance William D.Merklin,P.E. with the NYSDOT Specifications, Section 407 - Tack Coat (see attached), Michael Neuberger,P.E. existing bituminous surface shall be prepared with bituminous tack coat. Since Edward J.Reilly the surface course of the access road has not been placed, the existing surface Charles J.wachsmuth,P.E. shall be prepared and treated with bituminous tack coat prior to placement of the Kenneth P.Wenz,Jr.,C.P.G. surface course in accordance with the Specifications. In addition, Section 2.7.F.2.d of the specifications indicates, "where necessary to connect to existing road pavement on or off the Site ...Contractor shall cut back top layer of existing roadway a minimum of 2 inches all around point of joint. Surfacing course shall be installed after applying a tack coat on cutback of existing pavement." Since the access road will be connected to existing pavement in the vicinity of the scale house,tack coat must be applied in accordance with the Specifications. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci • CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting& Materials,Inc. February 24, 2003 The submittal was stamped "approved as noted" contingent upon the specific comments above being addressed in a revised submittal, which we are requesting that you deliver to this office by March 3, 2003. Please do not hesitate to contact me at (516) 364-9890 if you have any questions. Very truly yours, �n Thomas F. Maher, P.E. Vice President TFM/MDW(t)/ld Attachment cc: J. Bunchuck, Town of SoutholdI. Sikiric,NYSDEC F:n T. Howell, TC&M P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita,D&B 1314\TFM03LTR-54.D0C(RO1) • §407-3 405-3.07 Pavement Sealing. Either prior to initial compaction or immediately after compacting the mix, No. I size key stone meeting the requirements of subsection 703-02, Coarse Aggregates, shall be uniformly spread upon the surface at the rate of 10-15 pounds per square yard and the course rolled. No. I size key stone meeting the requirements of subsection 703-02,Coarse Aggregates,at the rate of 10-20 pounds per square yard, may be used for key stone on the base course mixes. After placement of the No. IA size key stone, the pavement shall be opened to traffic for a minimum of 3 days before placing the seal coat. Prior to the application of the seal coat, the pavement surface shall be thoroughly swept and cleaned of all excess material. The seal coat shall be bituminous material asphalt emulsion meeting the requirements of subsection 702-3101 or subsection 702-4001 applied at the rate of 0.30 to 0.50 gallons per square yard (Type 1 mix. Table 405-1) or 0.50 to 0.65 gallons per square yard (Type 2 mix, Table 405-1). This shall be immediately followed by an application of No. 1A cover aggregate at the rate of 15-20 pounds per square yard which shall then be rolled. In the case where multiple lifts of Cold Mix Bituminous Pavements are used, only the surface of the top most course shall require a seal coat.In multiple lift construction,each lift requires an application of key stone to fill voids in the mat. 405-4 METHOD OF MEASUREMENT. The bituminous cold mix pavement shall be measured by the number of tons of compacted aggregate, including key and cover stone, placed in accordance with the specifications. The liquid bituminous material shall be measured by the gallon. 405-5 BASIS OF PAYMENT. The unit price bid per ton shall include the preparation of base, the cost of furnishing all the aggregate, the mixing, placing, compaction and all labor and equipment necessary to complete the work. The bituminous material will be paid for under its appropriate item. Payment will be made under. Item No. Item Pay Unit 405.0101 Cold Mix Bituminous (Open Graded) Ton SECTION 406 (VACANT) SECTION 407 — TACK COAT 407-1 DESCRIPTION. This work shall consist of preparing and treating an existing bituminous or portland cement concrete surface with bituminous tack coat in accordance with these specifications and in reasonably close conformity with the limits shown on the plans or established by the Engineer. 407-2 MATERIALS. The bituminous tack coat shall meet the requirements of the following designation: Asphalt Emulsion for Tack Coat 702-90 The bituminous tack coat will be sampled and tested in accordance with the Department's written instruction. 407-3 CONSTRUCTION DETAILS. 407-3.01 Equipment. The Contractor shall provide a distributor for applying the tack coat. The distributor shall be designed, equipped,maintained and operated so that the tack coat can be heated and applied uniformly on variable widths of surface up to 15 feet at readily determined and controlled rates from 0.03 to 2.0 gallons per square yard, with uniform pressure, and with an allowable variation from any specified rate not to exceed 0.02 gallons per square yard. Distributor equipment shall include a tachometer, accurate metering device or a calibrated tank,and a therometer for measuring temperatures of tank contents. Distributors shall be equipped with a power unit for the pump,and full circulation spray bars adjustable laterally and vertically. The distributor may be equipped with an attached bristle broom designed such that it drags on the pave- ment behind the spray bars. If the broom is used, it shall be adjustable laterally and vertically so that the full width of the applied tack coat is broomed uniformily into the pavement surface. Distributors shall be equipped with an approved bituminous material sampling valve. The valve shall be installed as described in Department written instructions. When samples are taken through such valves, they shall be considered representative of all material in the tank. Smaller power spray units of hand spray equipment will be permitted only in areas where the Engineer determines that the use of a distributor is impractical. 407-3.02 Application of Bituminous Material. The tack coat shall be uniformily applied by a pressure distributor to a prepared clean pavement. The tack coat shall be applied as approved by the Engineer to offer the least inconvenience to traffic and to permit one-way traffic,where practical,to prevent pickup or tracking of the bituminous material. Tack coat shall not be applied on a wet pavement surface or when the surface temperature is below 45°F. The temperature and areas to be treated shall be approved by the Engineer prior to application. The applica- tion rate shall be 0.03 to 0.07 gallons per square yard as approved by the Engineer. 4-23 Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 e 718-460-3634 e Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals February 21, 2003 Nicholas J.Bartilucci,P.E. President Henry J.Chlupsa,P.E. Ex Ulir a Vice Presidenf Thomas F.Maher,P.E. Vic.PesrdeiM Robert G. Te rry Robert T.Burns,P.E. vw°P' I.W Terry Contracting & Materials, Inc. Richard M.Walka vice President 840 West Main Street V Dvirka and Bartilucci • CONSULTING ENGINEERS Robert G. Terry Page Two Terry Contracting& Materials, Inc. February 21, 2003 a. The design mix provided within the referenced submittal did not contain all of the required information to determine that all the parameters of the design mix conformed with the project specifications. Despite numerous requests, the required information has still not been provided. Based upon conversations with Timothy Howell of your office, it is our understanding that the concrete material supplier will not provide all of the required information. As a result, Terry Contracting and Materials (TC&M) will verify that the concrete used for the Work will meet or exceed the requirements of the project specifications by providing the following: • Testing and inspection reports, as performed by an independent testing laboratory, in accordance with the requirements of the Standard Specifications. • Delivery ticket and batch report, prior to the unloading of concrete at the project site, containing all required certifications. Additionally, the independent testing laboratory shall verify that the weight of the material falls within the limits of the design mix parameters. • Letter of certification from the independent testing laboratory certifying that the concrete used for this project will meet or exceed the specified design mix. It should be noted that if the results of testing of the concrete used for the Work do not conform to the specified strength, the defective work will be subject to removal and replacement at TC&M's expense. b. The submitted certificates of mil analyses, tensile and bond tests for the reinforcing steel are not acceptable. All reinforcements used in the construction of the headwall structure shall meet or exceed ASTM A615 Grade 60. c. In accordance with Section 6.3(E)(3)(a), the Contractor shall cure and protect concrete in accordance with ACI 301, Chapter 13 and ACI 302, Chapter 8 of the Standard Specifications. In addition, removal of forms shall be in accordance with Section 6.1(K) of the Standard Specifications. Form work shall not be removed unless approved by the Engineer. d. In accordance with Section 6.3(E)(1)(c) of the Standard Specifications, concrete work shall be performed in accordance with ACI 306R. In addition, the ambient temperature of the space adjacent to the concrete placement and surface to receive concrete shall be maintained at not less than 40°F at time of placement, and for a Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Three Terry Contracting & Materials, Inc. February 21, 2003 minimum of seven days after placement. The temperature of the concrete when placed shall not be less than 50°F, nor more than 75°F. Please be advised that Response No. 10 of the referenced submittal is not acceptable. TC&M must take special measures (i.e., heat the aggregate and mixing water) and to provide heat to maintain the temperature of the concrete as specified. We request TC&M provide a response to the above comments regarding the Headwall Submittal. 3. We received a letter from Mr. Timothy Howell dated January 17, 2003, regarding Submittal No. 52 —Vegetative Growth Medium. These comments were provided as a response to the letter. The January 17 letter states "that the Contractor has no choice in the materials to be used for the manufacture of the vegetative growth medium." As you are aware, regardless of the source of the vegetative growth medium, the Contractor is responsible for ensuring that the medium meets the specifications contained in the Contract Documents. With regard to the statement "that the information (requested) is irrelevant," the information as requested in our letter dated January 16, 2003, is relevant to the Construction Certification Report, and we request that it be provided for documentation purposes. The submittal was stamped "revise and resubmit." We are waiting for receipt of a revised Vegetative Growth Medium Submittal. The following submittals were noted in your letter dated January 6, 2003 as to be submitted at a future date. Please provide an estimated time for submittal of the following: • Casing location and elevation for new groundwater monitoring wells, Electrical service - certificate of inspection all electrical work, • Electrical service - shop drawings -conduit, sealing fittings, flexible conduit, 600 volt insulated cable, pull and junction boxes, motor starters, lighting and distribution panels, and disconnect switches, • Electrical service -results of ground resistance testing, and • Electrical service - overhead pole lines shop drawing Dvirka and BartilucciE � CONSULTING ENGINEERS F Mr. Robert G. Terry ! F E1,3 2003 Page Four Terry Contracting & Materials, Inc. February 21, 2003 DPW OF SOUTHOLD WASTE We request that you provide the requested information as soon as possible in order not to encounter any delays in the project. If you have any questions with regard to this matter, please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/MDW/jmy cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B ♦1314\TFM03LTR.DOC 47(R02) r Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net February 19, 2003 Principals Nicholas J.Banilucci,P.E. Prsaidrx Henry J.Chlups.Pma,aidsP.E. EMr. Robert G. Terry xecuOw Vicfte Pnnt Thomas F.Maher.P.E. Terry Contracting&Materials, Inc. Vic.PIOWS M Robert T.Bums.P.E. 840 West Main Street P"'i°"" Riverhead,NY 11901 Richard M.Walka v_Plosclilim Steven A.Fanvim PftawliPmgma^",P.E. Re: Southold Landfill Closure Theodore S.Pytlar.Jr. D&B No. 1314 Vico Pnai Woo Senior Associates Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Joseph H.Marturano This is in response to your letter dated February 6, 2003, regarding charges for John A.Mirando,P.E. extra survey work in reference to the letter from L.K. McLean Associates Kenneth J.Pritchard,P.E. (LKMA), dated February 2, 2003, which is an attachment to your letter. Brian M.Veith,P.E. Items 1 and 2 Associates Joseph F.Baader Garrett M.Byrnes,P.E. As discussed previously, in review of the letter from LKMA (Mr. Christopher Rudolph F Carnevale Dwyer), which you previously faxed to me, the backup to LKMA's letter does not Joseph A.Fioraliso,P.E. provide sufficient information to determine if the extra charges for Items 1 and 2 Thomas P.Fox,P.G. in Mr. Dwyer's letter are approvable. Gerald Gould,C.P.G. William D.MoVin,P.E. The information I will need requires a cost breakdown for each survey activity, Mikael Neuberger,P.E. such as survey of the eastern drainage system, or survey of the gas vent layer on Edward J.Reilly the western portion of the landfill, or set grade stakes for the revised grading plan Charles J.wachsmuth.P.E. on the eastern portion of the landfill as examples. Kenneth P.Wenz,Jr.,C.P.G In an attempt to assist you in this matter, I discussed this with Mr. Dwyer last week, and he indicated that he understood the detail I require, and said that he would forward additional cost breakdown information for my review, but as of this date, I have not received it. Please note that while I am attempting to work directly with LKMA, as the prime contractor, it is ultimately Terry Contracting & Materials, Inc. responsibility to provide me with the required information. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry D Page Two Terry Contracting& Materials, Inc. February 19, 2003 I F E B 2 4 2003 TOWN OF SOLITHOLD Item 3 DEPT. OF SOLID WASTE With regard to this item,we agree that it should not be billed to the landfill closure project, but to the compost facility project. Item 4 Since this item involves a Town property transfer matter, it is not clear if this should be billed to the landfill closure project. This can be discussed with Mr. James Bunchuck at the next Progress Meeting. Item 5 It is unclear what aerial map is involved and what work was performed regarding the map. More information is required. Item 6 We agreed that this item should not be billed to the landfill project, as well as not to the Town at all. If you have any questions,please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/ld cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright,D&B ♦1314\TFM03LTR-45.DOC(RO2) d1Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 a 718-460-3634 • Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net February 18,2003 Principals Nicholas J.Bartilucci,P.E. Pnddux Henry J.Chlupsa,P.E. Execi*w vice P eadent Thomas F.Maher,P.E. Mr. Robert G. Terry Vks s Terry Contracting&Materials,Inc. LLII Robert T.Burns,P.E. I V« 940 West Main Street t Richard M.Walks Riverhead,NY 11901 v� � SEB � ,n even A.Fangmann,P.E. FDA Vks an.d nt Theodore P„llar,Jr. Re: Southold Landfill Closure TOWN Of SOUTHOLD D&B No. 1314 DEPT. OF SOLID WASTE Senior A..ociatss Anthorry o.Conena,P.E. Dear Mr. Terry: Dennis F.Koehler,P.E. Joseph H.Marturano This is in response to your letter dated February 6, 2003, regarding your claim for John A.Mirand0,P.E. payment to repair liner damage. Kenneth J.Pritchard,P.E. Brian M.Veith,P.E. As previously discussed in my letter to you dated February 4, 2003, in accordance plates with the Contract Documents, Terry Contracting & Materials, Inc. is responsible Joseph F.Baader for the protection of Work. Therefore, as stated in my February 4th letter,the cost Garren M.Byrne,P.E. for repair of the liner is not approved. Rudolph F.Cannevale Joseph A.Fioraliso,P.E. If you have questions,please call me. Thomas P.Fox,RG Gerald Gould,C.P.G. William D.Merklin,P.E. Very ery truly yours, Michael Neuberger,P.E. Edward J.Reilly Charles J.Wachsmuth,P.E. Kenneth P.Went,Jr.,C.P.G. Thomas F. Maher, P.E. Vice President TFM/ld cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright,D&B ♦1314\TFM03LTR43.DOC(R01) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. hDvirka and CONSULTING Bartilucci ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 a 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net February 18, 2003 PHadpals Nicholas J.Bartiluca,P.E. Henry J.chlupsa,P.E. Mr. Robert G. Terry ��-Vk.P�r Terry Contracting&Materials,Inc. Thomas F.Manor,P.E. 840 West Main Street f! V�P BRobert T. um,RE. Riverhead, 11901 FLS Richard M.Walka vim Preavied Re: Southold Landfill Closure Steven A. P.E. D&B No. 1314 TOWN OF SOUTHOLD Theodora S.Roar.Jr. DEPT. OF SOLID WASTE Vico Preavw* Dear Mr. Terry: somm Asaodat" Anthony O.Conetta.P.E. This is in response to your letter dated February 6, 2003, regarding protection of Dennis F.Koehler,P.E. erosion control blanket. Joseph H.Marturano John A.Mirando,P.E. Kenneth J.Pritchard,P.E. As you are aware, the proper protection of materials, in particular,the erosion control Brian M.Vaith,PE. blanket, has been an issue throughout this project. To the best of my knowledge,the erosion control blanket, including the roll ends, has never been fully covered. As A1,111160Nat" discussed previously, the delay in the project can be attributed to your request to Joseph F.Boader delay seeding until the spring. Also, if protected properly, the degradation of the Garrett M.Byrnes,P.E. erosion control blanket material is less of an issue. As you are also aware, in Rudolph F.Cannavale accordance with the Contract Documents,Terry Contracting&Materials,Inc. is fully Joseph A.Fioraliso,P.E. responsible for the protection of its work, including storage of materials. Therefore, Thomas P.Fox,RG there is no justification for additional charges to protect the erosion control blanket. Gerald Gould,C.P.G William D.Marldin, •E. E. If you have any questions,please call me. Michael Neuberger. Edward J.Reilly Charles J.Wachsmuth,P.E. Very truly yours, Kenneth P.Wenz,Jr.,C.P.G Thomas F. Maher,P.E. Vice President TFM/ld cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright,D&B ♦1314\TFM03LTR-44.DOC(RO1) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvi rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@woddnet.att.net Pdrwipals February 11, 2003 Nicholas J.Bartilucci,P.E. Pr.aidwd Henry J.Chlupsa,P.E. Ex Ufw Vic.PI—d—t Thomas F.Maher,PE. Mr. Robert G. Terry V_Pr.ad.* Robert T.Burn.P.E. Terry Contracting&Materials, Inc. vj.Pr°"°"'' 840 West Main Street Richard M.Walka Vi-P Riverhead,NY 11901 Steven A.Fangmann,P.E. vitro Pt"~ Theodore S.Pynar,Jr. Vice PrsadW Re: Southold Landfill Closure D&B No. 1314 s.nW Assoclates Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Marturano John A.Miirando,RE. Please find enclosed revised Drawing 4D, which illustrates construction of Kenneth J.Pritchard,PE. Recharge Basin No. 3. The revision provides for 12 inches of stone to be placed Brian M.veith,P.E. beneath an area of 12 inches of rip rap to enhance energy dissipation where the flows from the three drainage systems enter the basin. Please provide us with a Joseph F.Baader revised cost proposal to include the additional stone at the February 14, 2003, Garrett M.Byrnes,PE. Progress Meeting. Rudolph F.Cannavale Joseph A.Floraliso,PE. If you have any questions,please call me. Thomas P.Fox,P.C. Geral Gould•C.P.G Very truly yours, William D.Merklin•P.E. Michael Neuberger,P.E. /A Edward J.Reilly Charles J.Wachsmuth,P.E. �® Kenneth P.Wenz•Jr.,C.P.G Thomas F. Maher, P.E. Vice President TFM/tam Enclosure cc/enc: J.Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland,Tectonic Engineering M. Wright,D&B F. DeVita,D&B 01314\TFM03LTR.DOC-35 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. °�4ss 1,2 C TCt. xTT.c ` s -:k��sc.��! �` `�-•�'f�f�' L� � o � �tr.,. � � � _ �:`{'" �51.0 47.9 �_ -....,....._� �_�r..�---" .._..,.-- e'','�i Sl ���.�.�;�,E�� �T�j ; `�J G� � IN ES �j t � :i3 t� x�, j({ (,P �,,,..----•--.... "� �`',;•..,,ems, .. ,� .,,ti..,,��_.'`- -.,\,�.... '`\\ ':?©�� `"`� i f � � O �P � � i� ` � � ��� �' e`;����f 's�.---'-':II��1�` J ,t �`�� °��•�-�� � v cv } j '''''� i T i A�,r C d',,i - s'•-`�^^`e . _ dr'f ` � u tkifff!i { r , � 007;� _ �..,_. "a..-a "`•�-,... _�.,,,,, ✓" - r 'lk i �* � �:�'e��t.-�>r�•. -�i - -,,,t r-;��`}J l - ; qqq �"'�y-... pp ,4 "�,`EVIS GRADING-< _._ ___ o o °° i'� _ ( i f !.a Z f` i. 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'�-.l '� l�� 4��#��4;�`j}�� �`,:'jr/rr�r� '�' :-�' �.,�`::., � � � +'� '« � 9 .a' �j t < � ,f��t`j Jj �j` ` ' �� ����k'� �-.•\ �` �r+'------•�-'-'t�..-�,,,e `.'^-•.- �,.� � � -�� a��i Sf .....-::.-�i�/ �';�.��� � � � � f { t �,.!, l� •l f 11 � jAs �f' i j 76.5 ; f �e.. rr,r: !� I ,� s�.r � � _ � ' �1 =�^.,..-----'"-!=��,f�`o� � ' � "�' r j' r'.- ` �`f• , �`� � � � tl F7-8.-51 ?� 1 ISED G. X493 XSv.3 yt` 564 j jj, j ,i 1, D NOOO*ASTE TENANIF 11 49.e,X t ��. E$a X4se UI QE2AD S sa.9 L ! ' X69. b � 9 � s f 6 � � 49,5 {t/ 33.6 r>Ealzrs � � �, >C I a NOTE: LE$3?T$ Design modifications performed under this revision aR I not reflected throughout the entire Contract Drawing SeL 477 l 6�.9 69, to rot ...ar M r. UNgtllllp02ED AUE1tlOpN OR AODIIION TOWN OF SOUTHOLD "°gr"° °""' ttvtm rams SWAPS rat tnarFttt a teawnt Saar to• TO TMS 72M Oil 6 A VI YORK STME 17,4 ® "°"°t "" taeowrwroattetaMaua a .A �,Lm. "E"10�` " SUFFOLK COUNTY, NEW YORK GRADING PLAN — SUBGRADE CONTOURS art aAMMUMMY,.a ue MOM4D ya/at ao t.in ttn.erM...,wu war t ra DVM AMOWRNaICp SOUTHOLD LANDFILL CLOSURE AND REVISED ROAD CONSTRUCTION. ` "'00D P.M M.,, ntnme wwIn ® /a roue®o PUMM M O t�owrr Fw T.M F.0. Meets tett anti t«atM=MOND rotMt eartaan ra DOW W. CONISULIM ENONEEM GENERAL CONSTRUCTION ,•_ t •vaa n twro a stare tstrtrs n twos a s MMI. " I I LK/FA S.H. A MVWW OF OAMU F.COSIL04 ASSOCNTES.P.C. i ! Dvi rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 • 718-460-3634 • Fax:516-364-9045 e-mail: db-eng@woddnet.att.net February 10, 2003 Principals Nicholas J.Bartllucci,P.E. Pft..%rd Henry J.Chlupsa,P.E. Mr. Robert G. Terry "VimP'"dw` Terry Contracting &Materials,Inc. Thomas F.Maher,P.E. Vke P 840 West Main Street Robert Bums.P.E. Riverhead,NY 11901 VIp PYsyd&ent Richard M.Walka Vow PisederM Steven A.Fangmann,P.E. Re: Southold Landfill Closure Vks PM&d@W Theodore S.Roar,Jr. D&B No. 1314 Senior Associates Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. At the January 29, 2003, Progress Meeting, we reviewed the cost summary for Joseph H.Marturano closure of the landfill, which I prepared. Based on comments provided by Mr. Kennet,J.Pritchard,P.E. Timothy Howell,I would like to confirm the following: Brian M.Veith,P.E. AsseC'at" • Change Order No. 4 — Backfill 3,000 cy Waste Excavation in Waste Joseph F Baader Excavation Area 2 ($10,800) has been billed to Bid Item No. 6 Garrett M.Byrnes'P.E. (Contour Grading Material, General Fill and Daily Cover from On-Site Rudolph F Cannavale Sources). Joseph A.Fioraliso,P.E. Thomas P.Fox,P.G. Gerald Gould,C.P.G. • Change Order No. 4 —Additional Excavation to Remove Waste from William D.Merklin,P.E. Low Area of Waste Excavation Area 2 ($4,800) has been billed to Bid Michael Neuberger,P.E. Item No.32 (Test Pit Excavation). Edward J.Reilly Richard P.Russell,P.E. Change Order No. 4 — Pull Back and Relandfilling of Waste in Charles J.Wachsmuth,P.E. Excavation Area 3 ($4,750)has been billed to Bid Item No. 5E (Waste Kenneth P.Wenz,Jr.,C.P.G. Excavation Area 3). In addition, you indicated that you intend to claim additional costs for extended trailer and utility use (approximately $9,000), and extended time for the On-Site Superintendent (approximately $32,000). Please provide me with detailed documentation for these costs by or at the February 14, 2003,Progress Meeting. Also, this is to confirm your estimated costs for the following activities to be conducted in the spring. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting& Materials,Inc. February 10, 2003 Final grading of Recharge Basins 1 and 2 - $6,800 Grading of Transition Areas - $5,500. One final item is that you indicated you would provide me with documentation for placement of the geocomposite, which also is requested to be provided by or at the February 14, 2003, Progress Meeting. If you have any questions with regard to this letter,please call me. Ve truly yours Thomas F. Maher,P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B 01314\TFM03LTR.DOC-3 6(R0l) Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury,New York, 11797-2015 516-3649890 • 718-460-3634 11 Fax:516-364-9045 e-mail: db-eng@woddnet.att.net February 10, 2003 Principals Nicholas J.Bartilucci,P.E. P.=*.N Henry J.Chlupsa,PE. Mr. Robert G. Terry Execubw Vk.Pre&kimr Terry Contracting&Materials, Inc. Thomas F.Maher,P.E. P W.01 840 West Main Street Robert T.Bums,PE. Riverhead,NY 11901 Vke Psaiderd Richard M.Walka Vk.P..** Steven A.Fangmann,P.E. Re: Southold Landfill Closure Theodore S.Pyllar,Jr. D&B No. 1314 Vk.Peaidard Senior Associates Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. We request that a construction schedule be prepared that will show the schedule Joseph H.Marturano of work to be performed by Terry Contracting & Materials, Inc., and its Kenneth J.Pritchard,P.E. subcontractors from mid-March,which you indicated would be the time when you Brian M.Veith,P.E. would begin manufacture of topsoil, to May 31, 2003, which you indicated the Associates project would be complete (final completion). At a minimum, the schedule Joseph F.Baader should reflect time lines for the following activities: Garrett M.Byrnes,P.E. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. • Repair of any erosion Thomas P.Fox,RG • Manufacture of topsoil Gerald Gould,C.P.G • Placement of topsoil William D.Merklin,P.E. • Placement of erosion control blanket Michael Neuberger,P.E. • Construction of Recharge Basin 3 Edward J.Reilly a Completion of Recharge Basins 1 and 2 Richard P.Russell,P.E. a Completion of plantings around Recharge Basin 1 Charles J.Wachamu[h,P.E. Kenneth P.Wenz,Jr.,C.P.G. • Completion of roadways, including placement of additional RCA where required, paving, asphalt curbing and placement of concrete blocks • Completion of transition grading • Relocation of the roadway along the McBride property • Other. Also, could you provide a schedule for submittal of all record/as-built drawings. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci� CONSULTING ENGINEERS Mr.Robert G. Terry Page Two Terry Contracting & Materials, Inc. February 10,2003 Please provide this schedule prior to or at the latest at the next progress meeting scheduled for Friday, February 14, 2003. If you have any questions,please call me. Very truly yours, f Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland,Tectonic Engineering M. Wright, D&B F. DeVita, D&B 01314\TFM03L-1R.DOC-33(R0I) Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 a Fax:516-364-9045 e-mail: db-eng@worldnet.att.net February 6, 2003 pirindpals Nicholas J.Bartilucci,P.E. Henry J.Chk,psa,P.E. Mr. Robert G. Terry E.ftv"Vim Pr"°'"' Terry Contracting& Materials,Inc. Thomas F.Maher,P.E. vice Prea«x 840 West Main Street Robert T.Bums,P.E. R iver}i?'1f� Nv 11901- Vice'rswdaM , _ _ Richard M.Walka Vk.Preadwir Steven A.Fangmann,P.E. Re: Southold Landfill Closure Vim P"'"d"" D&B No. 1314 Theodore S.Pylar,Jr. Ili-Pvwawsm A„eclat" Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. This is in response to your fax dated February 4, 2003, transmitting L.K. McLean Joseph H.Marturano Associates' (LKM) letter dated February 2, 2003, presenting additional surveying Kenneth J.Pritchard,P.E. costs related to closure of the Southold Landfill. Brian M.Veith,P.E. RGOdat" As we discussed, item 3 of the LKM letter (Compost Facility), item 4 (Land Joseph F.Baader Swap) and item 6 (Driving Range) do not pertain to the closure project. Also, for Garrett M.Symes,P.E. Item 5 (Aerial Map), it is unclear what work was performed and how it relates to Rudolph F.Cannavale the closure project. Joseph A.Fioraliso,P.E. Thomas P.Fox,RG As also discussed, I need a more detailed description of work and cost breakdown Gerald Gould,C.P.G to determine payment eligibility for item 1 (Changes) and item 2 (Gas Venting William D.Mertdin,P.E. Soil Layer). Michael Neuberger,P.E. Edward P Russell PE As you suggested, I will call Chris Dwyer in an attempt to obtain more Charles J.Wachsmulh,P.E. information related to items 1, 2 and 5. However, while I will attempt to work Kenneth R Wenz,Jr.,C.P.G directly with Chris, since LKM is a subcontractor to you on the project, it is ultimately Terry Contracting & Materials, Inc.'s responsibility to provide me with the required information. Until this information is provided, additional survey costs cannot be approved. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting& Materials, Inc. If you have any questions, please call me. Very truly yours, Thorpas F. Maher, P.E. Vice President TFM/tamjmy cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B 01314\TFM03LTR.D0C-31(R01) d1Dvi rka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 • Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net February 4, 2003 Principals Nicholas J.Bartilucci,P.E. Mr. Robert G. Terry Henry J.chlupsa,P.E. Terry Contracting&Materials, Inc. E`uh Vk*P1e"d°"t 840 West Main Street '�" Maher,P.E. Riverhead,NY 11901 Robert T.Bums,P.E. Vr P.*_,d-nr Richard M.Walks Re: Southold Landfill Closure V"' D&B No. 1314 Steven A.Fangmann,P.E. Vice PmwdwIt Theodore S.Pular.Jr. vDear Mr. Terry: rc.p..d«M sonior As000latoa On January 31, 2003, Frank DeVita of my office conducted an inspection of the Anthony O.Conetta,P.E. Dennis F.Kehler, R erosion control blanket stored on-site. Based on his observations, there still are E. Joseph H.Marturano approximately nine unprotected rolls on the eastern portion of the landfill. Since Kenneth J.Pritchard,P.E. these rolls have been totally exposed for a long period of time, they no longer can be Brian M.Veith,P.E. used on this project and will need to be replaced at Terry Contracting & Materials, Inc., cost. Aasoelatoa Joseph F.Baader Also, the rolls of erosion control blanket in the trailer area still are not fully protected Garrett M.Byrnes,P.E. as requested on numerous occasions. As you are aware, protection of this material Rudolph F.Cannavale has been a long-standing issue. We again request that these rolls be fully protected, Joseph A.Fioreliso,P.E. Thomas P.Fox,P.G including all roll ends. Damaged erosion control blanket to be used in the spring will Gerald Gould,C.P.G be rejected in whole or part if determined by the Engineer to be damaged. All William D.Merklin,P.E. rejected material will be replaced at Terry Contracting&Materials, Inc., cost. Michael Neuberger,P.E. Edward J.Reilly If you have any questions,please call me. Richard P.Russell,P.E. Charles J.wachsmuth,P.E. Very truly yours, Kenneth P.Wenz,Jr.,C.RG Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC P. Sutherland,Tectonic Engineering M. Wright, D&B F. DeVita,D&B 0 1314\TFM03LTR.DOC-30 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 - 718-460-3634 - Fax:516-364-9045 e-mail: db-eng@woridnet.att.net February 4, 2003 Pirincipols Mr. Robert G. Terry Nicholas ai�J.Banilucci.P.E. Terry Contracting & Materials, Inc. Henry J.Chlupsa,P.E. 840 West Main Street Execufm Vke Pr"idsnr Thomas F.Maher,P.E. Riverhead,NY 11901 vice Prsaidw* weob ms PE XnP• Southold Landfill Closure Richard M.Walks vice PrsD&B No. 1314 aider- Steven A.Fangmann,P.E. Via PrOUCANd Theodore S.Pytlar,Jr. Dear Mr. Terry: woe Prealdwk t;«,b.Associates This is in response to Mr. Timothy Howell's letter dated January 28, 2003, Anthony o.Conetta,P.E. regarding a request for payment to repair liner damaged in the area of the access Dennis F.Koehler,P.E. road to the 17-acre parcel. Joseph H.Marturano Kenneth J.Pritchard,P.E. As discussed at the January 30, 2003, Progress Meeting, according to the Contract Brian M.Veifh,P.E. Documents, General Conditions, Section 6.21 — Safety and Protection, the ""°°''t" Contractor "shall provide the necessary protection to prevent damage, injury or Joseph F.Baader loss to all the Work and all materials or equipment to be incorporated therein, Garrett M.Byrnes,P.E. whether in storage on or off the Site." Therefore, the costs claimed in the January Rudolph F.Cannavale 28, 2003, letter are not approved. Joseph A.Fioraliso,P.E. Thomas P.Fox,RG Gerald Gould,C.P.G. If you have any questions,please call me. William D.Merklin,P.E. 1 Michael Neuberger,P.E. Very truly yours, Edward J.Reilly i Richard P.Russell,P.E. Charles J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G. Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B O 1314\TFM03LTR.DOC-29 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. "A 0 Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury,New York, 11797-2015 516-364-9890 a 718-460-3634 • Fax:516-364-9045 e-mail: db-eng@worldnet.att.net February 4, 2003 Principals Nicholas J.Bartilucci,P.E. President Henry J.Chlupsa,RE- 151-01-Vice President Mr. Robert G. Terry Thomas F.Maher,P.E. V;-PTerry Contracting & Materials, Inc. Robert T Burns.P.E. vita Pl,esidem 840 West Main Street Richard M.Walka Riverhead NY 11901 Vice President Steven A.Fangmann,P.E. V1C.Pr it Re: Southold Landfill Closure Theodore S.Pytlar,Jr. Vke P'e"°"d D&B No. 1314 Senior Associates Anthony O.Conetta,P.E. Dear Mr. Terry: Dennis F.Koehler,P.E. Joseph H.Marturano We are in receipt of Mr. Timothy Howell's letter dated January 23, 2003, with Kenneth J.Pritchard,P.E. regard to the status of the outstanding submittals. The following is our response: Brian M.With,P.E. Associates 1. We have not received a response to outstanding comments on Joseph F.Baader Submittal No. 43- Erosion Control Material Pre-qualification, that Garrett M.Byrnes,P.E. were provided in our letter dated November 18, 2002. This submittal Rudolph F.Carnevale was approved as noted in our letter dated September 16, 2002. As of Joseph A.Fioreliso,P.E. this date we have not received the following information: Thomas P.Fox,RG Gerald Gould,C.P.G William D.Merklin,P.E. p • Manufacturer's installation instructions for the proposed osed erosion Michael Neuberger,P.E. control fabric Edward J.Reilly Richard R Russell,P.E. • The approximate ,w7_eights of the top and bottom netting of the Charles J.Wachsmuth,P.E. erosion control blanket. Kenneth P.Wenz,Jr.,C.P.G 2. We acknowledge receipt of the depths of the existing landfill gas monitoring wells that were abandoned. The letter did not address that the following submittals are to be submitted at a future date. Please provide an estimated time for submittal of the following: • Casing location and elevation for new groundwater monitoring wells, Electrical service - certificate of inspection all electrical work, A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. w f Dvirka and Bartiluccil CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. February 4, 2003 • Electrical service - shop drawings -conduit, sealing fittings, flexible conduit, 600 volt insulated cable, pull and junction boxes, motor starters, lighting and distribution panels, and disconnect switches, • Electrical service-results of ground resistance testing, and • Electrical service-overhead pole lines shop drawing We request that you provide the requested information as soon as possible in order not to encounter any delays in the project. If you have any questions with regard to this matter, please call me. Very truly yours, �f Thomas F. Maher, P.E. Vice President TFM/MDWt/jmy cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B ♦1314\TFM03LTR.D0C-25(R02) Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 a 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@woridnet.att.net January 31, 2003 Principals Mr. Robert G. Terry Nicholas J.Banilucci.P.E. Terry Contracting & Materials, Inc. Pnsidwrr Henry J.Chlupsa.P.E. 840 West Main Street E'"`"""Vke Preddenr Riverhead,NY 11901 Thomas F.Maher,P.E. Vico Plwl biw Robert&.Bums,P.E. resid via ParM Re: Southold Landfill Closure Richard M.Walks Submittal 51 vice Pfsaidsnr Steven A.Fangmann,P.E. D&B No. 1314 Vies PMaidenr Theodore S.Pytlar,Jr. Vice Prtakw* Dear Mr. Terry: Senior Assedates Anthony 0.Conetta,P.E. We have reviewed the submittal stamped as follows: Submittal 51 - Access Road Dennis F.Koehler.P.E. Submittal. The submittal was received on January 24, 2003, and in accordance Joseph H.Marturano with your stamp has been reviewed with respect to the requirements of Kennet,J.Pritchard,P.E. Section 2.7.0 of the Specifications for the above-referenced project. Based on our Brian M.Veith,P.E. review of the materials list, no reference was made to the materials to be utilized Associates for the tack coat or prime coat for the asphalt pavement. These materials should Joseph F.Baader be included on the list. Garrett M.Byrnes,P.E. Rudolph F.Cannavals The submittal has been stamped"approved as noted" contingent upon the specific Joseph A.Fioraliso,P.E. comments above being addressed in a revised submittal, which we are requesting Thomas P.Fox,Rr. that you deliver to this office by February 5, 2003. Please do not hesitate to Gerald Gould,C.RQ contact me at(516) 364-9890 if you have any questions. William D.Merklin,P.E. Michael Neuberger,P.E. Very truly yours, Edward J.Reilly Richard P Russell,P.E. Charles J.Wachsmuth,P.E. n p/ Kenneth P.Wenz.Jr.,C.P.G. Thomas F. Maher, P.E. Vice President TFM/MDWt/jmy Cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B ♦1314\TFM03LTR.DOC-27 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Z Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 a 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net January 28, 2003 Principal* Mr. Robert G. Terry Nicholas J.Banilucci,P.E. Terry Contracting& Materials, Inc. P,.aid.,d Henry J.Chlupsa,P.E. 840 West Main Street E.uffm vim P,.awwd Riverhead,NY 11901 Thomas F.Maher,P.E. Vim Praaid" Robert T.Bums.P.E. Re: Southold Landfill Closure vi..P. Richard M.Walks Submittal No. 52—Vegetative Growth Medium vka Posmdwd D&B No. 1314 Steven A.Fangmann,P.E. vio Pmaid" Theodore S.Pyllar,Jr. Dear Mr. Terry: vim Pr"XAW*� 0.Conetta, ionoyr at"This is in response to Mr. Timothy Howell's letter dated January 17, 2003, regarding vegetative growth medium submittals. Dennis F.Koehler,P.E. Joseph H.Manurano Kennet,J.Pritchard,P.E. 1. The January 17 letter states "that the Contractor has no choice in the Brian M.veith,P.E. materials to be used for the manufacture of the vegetative growth medium." As you are aware, regardless of the source of the vegetative "a111110aat" growth medium, the Contractor is responsible for ensuring that the Joseph F.Baader medium meets the specifications contained in the Contract Documents. Garrett M.Byrnes,P.E. With regard to the statement "that the information (requested) is Rudolph F Cennavale irrelevant," the information as requested in our letter dated January 16, Joseph A.Fioraliso,P.E. 2003, is relevant to the Construction Certification Report, and we request Thomas P.Fox,PC. Gerald Gould,C.PG that it be provided for documentation purposes. William D.Merklin,P.E. WilliamchaeNeubergerRE. 2. With regard to the assertion that the soil modification report provided by Edward J.Reilly TC&M was rejected because the Town of Southold was unable to provide Richard P Russell,P.E. the quantity of organic material recommended by the professional soil Charles J.Wachsmuth,P.E. scientist, this statement is completely false. The reason for not using the Kenneth P.Wenz,Jr.,C.P.G mixture ratio suggested in the report was that, based on the organic content data obtained by the Town, the specification for minimum 5% organic content by weight was achieved by using a substantially lesser percentage of compost (50%) rather than the report suggested percentage of 75%-80%. In fact, it was attempted on a number of occasions to determine the basis of the suggested mixture, including the percent organic content used to develop the mixture ratio (the organic content was not provided in the report), but the information could not be provided by TC&M after repeated requests by the Town. In fact, you, yourself, expressed frustration at not being able to get a clarification of the report. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting& Materials, Inc. January 28, 2003 3. The statement"that the mixture of 1:1:1 of sand, loam, and organic material was decided by testing performed by the Town of Southold and Dvirka and Bartilucci Consulting Engineers" also is incorrect. The mixture suggested by the Town and D&B, agreed to by TC&M, and used to manufacture the vegetative growth medium placed on the landfill, was 3:2:1 of compost, loam and sand. Based on the comments made above,the submittal has been stamped"revise and resubmit." If you have any questions, please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck, Town of Southold 1. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B O 1314\TFM03LTR.DOC-22(R03) Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Palk Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net January 27, 2003 Pdnaaa Mr.Robert G.Teary Nicholas J.Bartilucci,P.E. Terry Contracting&Materials,Inc. p"°'°t 840 West Main Street Henry J.Chlupsa,P.E. E,.a.w.viae P,W** Riverhead,NY 11901 Thomas F.Maher,P.E. woe PI.eN..w Robert T.Bums,P.E. Re: Southold Landfill Closure vimPV..ie.* Sub uittal 40-- Richard M.Walks via,Proadwt D&B No. 1314 Steven A.Fangmann,P.E. woo Ri at Dear Mr. Terry: Theodore S.Pylar,Jr. SeMor waha.t« We have reviewed the submittal stamped as follows: Submittal 40c- Drybound Dense Anthony o.conetta,P.E. Graded Aggregate Base Course Test Results. The submittal was received on January 24, Dennis F.Ko~,P.E. 2003, and, in accordance with your stamp, has been reviewed with respect to the JoseO H , art„re,o requirements of Section 2.7.C.2.a.I of the Specifications for the above-referenced project. Kenneth J.Pritchard,P.E. Brian M.Veith,PE. 1. Although the submittal provides a total of five test results for five samples collected, the submittal does not indicate where the samples were collected or Esso at" that the samples collected were representative of the material installed. Please Josepf 1 F asader provide additional information on the sample locations and sample collection Garrett M.Byrnes,P.E. method in order to demonstrate that the samples were representative. Rudolph F.Cannevale Joseph A.Fioraliso,P.E. 2. Although the submittal indicated that the contract specified minimum maximum Thomas P Fox,PG density of 145 pounds per cubic foot has been waived, we have no record of a Gerald Gould,C.P.G request to waive this requirement.Please provide an explanation. William D.Marklin,P.E. Mich"Nsubergar,P.E. The submittal has been stamped "approved as noted." Please do not hesitate to contact Edward J.Reilly me at(516)3649890 if you have any questions. Richard P.Russell,P.E. Chanes J.Wachsmuth.P.E. Very ly yours, Kenneth P.Wenz,Jr.,C.P.G Thomas F. Maher,P.E. TFM/MW(t)/ajm Vice President cc: J.Bunchuck,Town of Southold I. Sikiric,NYSDEC T.Howell,TC&M P. Sutherland,Tectonic Engineering M. Wright,D&B F. DeVita,D&B ♦1314\TFM[03LTR-24.doc A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. I t d1Dvi rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 • 718-460-3634 • Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net January 17, 2003 PAndpsis Nicholas J.Bartilucci,P.E. Mr. Robert G. Terry a..me.M Henry J.Chlup58 PE. Terry Contracting& Materials, Inc. Execubw Vice Anaidwt 840 West Main Street Thomas Fvi" .Maher'P.E. Riverhead,NY 11901 Robert T.Burns,P.E. Vice Pftakwd Richard M.Walka Re: Southold Landfill Closure VkoPfo ism D&B No. 1314 Steven A.Fangmann,P.E. Vice PR sidaA Theodore S.Pytlar,Jr. viw a..meWr Dear Mr. Terry: &Mlor at** This is in response to your letter to Supervisor Joshua Horton, dated January 2, 2003, Anthony O.Conetta,P.E. Dennis F.Koehler.P.E. which you provided to me at our meeting with the Town on January 10, 2003. We Joseph H.Marturano take exception to a number of your assertions in this letter. Kenneth J.Pritchard,P.E. Brian M.Veith,P.E. 1. Request for Delay in Seeding AssocWt s We strongly disagree with your contention that you did not request a Joseph F.Baader delay in seeding. It has been documented in discussions during a number Garrett M.Byrnes.P.E. Rudolph M. Byrnes.REale of Progress Meetings and meeting minutes, and in numerous Joseph A.Flaaliso,P.E. correspondence that you, in fact, did request the delay in seeding until the Thomas P.Fox,RGspring. Gerald Gould,C.P.G William D.Merklin,P.E. 2. Reason for Delay in Seeding Michael Neuberger,P.E. Edward J.Reilly While it is convenient to take credit that your request to delay seeding Richard P.Russell,P.E. was fcr the be:eft of the Town, as you are aware, you were months Charles J.Wachsmuth,P.E. behind schedule on a number of items, which could result in liquidated Kenneth P.Wenz,Jr.,C.P.G damages of at least $75,000 according to the terms of your contract with the Town. Your request for delay in seeding also could possibly be interpreted as a reason to extend the Dates of Substantial and Final Completion to avoid liquidated damages. 3. Cost of Purchase of Compost Not to downplay the cost of compost planned to be purchased from Long Island Compost, but the cost was $120,000 and not$300,000. The reason that the compost was being purchased was because of the Town's desire to complete the project by December 1, 2002, as agreed upon with you, or at least by the end of 2002. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting& Materials, Inc. January 17, 2003 4. Need for Inspection You are fully aware that except for a few half-day inspections,the only personnel that we have had on-site during the last few weeks (since December 20, 2002) is a geologist to oversee installation of the gas and groundwater monitoring wells, and the only reason we have a geologist on-site at this time is because the installation of the wells is over two months behind schedule, and still is not complete as of this date. Therefore, your statement that "D&B was on-site for nothing" is knowingly and patently false and misleading. 5. Cause of Delays With regard to the cause of delays, throughout this project it has been the observed by me, our inspectors, our subconsultant and the Town, that sufficient resources were not committed to the landfill closure project to complete it on schedule. To the best of my knowledge, Terry Contracting& Materials rarely worked overtime in order to meet your own schedule I hope that this clarifies matters. Also, it would be appreciated, when you send letters to the Town of Southold that pertain to our involvement in the project,that we be copied. If you have any questions,please do not hesitate to call me. Very truly yours , Thomas F. Maher,P.E. Vice President TFM/tam cc: Supervisor Joshua Horton Councilman John Romanelli Councilwoman Louisa Evans Councilman William Moore Councilman Craig Richter Councilman Thomas Wickham Town Attorney Gregory Yakaboski James Bunchuck 01314\TFM03LTR.DOC-13(R01) Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 a Fax:516-364-9045 e-mail: db-eng@worldnet.att.net January 16, 2003 Principal. Nicholas J.Bartilucci,P.E. PnMdad Henry J.Chlupsa,P.E. Mr. Robert G. Terry Execu"vb.p'aidard Terry Contracting&Materials, Inc. '� her,PE. 840 West Main Street Robert T.Bone,P.E.vice Pfesidwo Riverhead,NY 11901 Richard M.Walke Ww p"dw* Re: Southold Landfill Closure Steven A.Fangmann,P.E. V".Ppmd" D&B No. 1314 Theodore S.Pydar,Jr. vroa Prewd,w Dear Mr. Terry: tl<.alor A..oclats�s Anthony O.Conotts,P.E. Dennis F.Koehler,P.E. We have reviewed Payment Application 11 and conditionally have certified it for Joseph H Martursno payment. It appears that the cost to construct the permanent road to the 17-acre Kennet,J.Pritchard,P.E. parcel has been charged to the landfill closure project in Item 22. It is my Brian M.Vaith,P.E. recollection and that of Jim Bunchuck that, as discussed on a number of occasions, since this item was necessitated due to construction of the yard waste compost facility A"OCFt" Joseph F.Baader on the 17-acre parcel, it should have been included in your cost proposal to construct Garrett M.Byrnes,P.E. the compost facility and charged to the compost project. An adjustment to Item 22 Rudolph F.Cannavale may be required in Payment 12. This will be discussed further at the January 17, Joseph A.Fb2ilso,P.E. 2003, Progress Meeting. Thomas P.Fox,RG Gerald Gourd.C.P.G With regard to the next and subsequent payment applications, we request that the William D.Marklin,P.E, quantities, both for the payment period and total be submitted in the same format as Mich"pie„berW,P.E. the application, together with the unit prices. This will assist in and shorten the Edward J.Reidy review period for the payment applications. Richard P.Russell,P.E. ChadesJ.Wachsmuth,P.E. If yo'.have any glitsti.Dns,please call mP. Kenneth P.Wenz,Jr.,C.P.G Very_truly yours, Thomas F. Maher,P.E. TFM/tam Vice President cc: J. Bunchuck,Town of Southold F. DeVita,D&B M. Wright,D&B O 1314\TFM03LTR.DOC-19(801) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. e d1Dvi rka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 • 718-460-3634 a Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net January 16, 2003 PdriwPsls Nicholas J.Bartiluca,P.E. Mr. Robert G. Terry Presi�denr Henry J.Chlupsa.P.E. Terry Contracting& Materials, Inc. Executive V100 PrMidanr 840 West Main Street Thomas F.Maher,P.E. Vim Pmadff" Riverhead,NY 11901 Robert T.Bums,P.E. vice Preslderk Richard M.Walks Re: Southold Landfill Closure Vim P-Ndww Steven A.Fangmann,P.E. D&B No. 1314 vice P"iderk Theodora S.Pytlar,Jr. V0_ Dear Mr. Terry: Sardo►Assoaatos Anthony o.Conetta,P.E. We are in receipt of your letter dated January 6, 2003 with regard to the status of Dennis F.Koehler,P.E. the outstanding submittals. The following is our response: Joseph H.Marturano Kenneth J.Pritchard,P.E. 1. Submittal No. 43 - Please refer to our letter dated November 18, 2002. Brian M.Veith,P.E. This submittal - Erosion Control Material Pre-qualification was As.•a.t" approved as noted in our letter dated September 16, 2002. As of this Joseph F.Baader date we have not received the following information: Garrett M.Byrnes,P.E. Rudolph F.Cennavale • Manufacturer's installation instructions for the proposed erosion Joseph A.Fioraliso,P.E. Thomas P.Fox,RGcontrol fabric Gerald Gould.C.P.G William D.Merklin,P.E. • The approximate weights of the top and bottom netting of the Michael Neuberger,P.E. erosion control blanket. Edward J.Reilly orchard P Russell.P.E. Please provide this information to complete our records. Charles J.Wachsmuth.P.E. Kenneth P.Wenz,Jr.,C.P.G 2, Your responses to potable water supply source approval, gas venting layer certification, and barrier protection layer are acceptable responses. 3. With regard to the vegetative growth medium, in accordance with Section 4.6.E.l.a of the Specifications, the Contractor shall prepare a submittal which defines the source, nature, physical characteristics, and quantity of topsoil, proposed mixture, methods of mixing, test results and opinion of the professional soil scientist or agronomist. Your responses to the construction test results and quantity records are acceptable. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. January 16, 2003 4. With regard to the stone fill and source approval, since the stone fill was obtained on- site, your response is acceptable with regard to the reno mattress stone source approval. Since the baskets were obtained from Maccaferri, in accordance with Section 2.11.A.8 of the Specifications, the Contractor shall furnish the name and location of the source of the material. 5. With regard to the access roads, in accordance with Section 2.7.0 of the Specifications, the Contractor shall submit manufacturer's specifications and other data required to demonstrate compliance with the specified requirements; a completed materials list showing all items to be furnished and installed under this section; representative samples of the drybound dense graded aggregate base course and source of the location if obtained off-site; copies of test reports from the Testing Laboratory for particle size distribution, field density tests, optimum moisture- maximum density curve, plasticity index, los angeles abrasion and soundness. Please provide this information to complete our records. 6. With regard to the depths of the existing landfill gas monitoring wells, in accordance with Section 2.6.F.2 of the Specifications, the Contractor shall measure the actual depth of the well prior to proceeding with abandonment and shall be reported to the Engineer. Please provide this information to complete our records. 7. With regard to the depths of boreholes for overdrilling of landfill gas monitoring wells, in accordance with Please provide this information to complete our records.Section 2.61.7 of the Specifications, the Contractor shall accurately measure and record the depth of borehole prior to sealing and report to the Engineer. Please provide this information to complete our records. 8. Your responses to site approval for the new landfill gas monitoring wells, well construction logs for the new landfill gas monitoring wells and well construction logs for the new groundwater monitoring wells are acceptable. 9. Your response to landscaping delivery notification is acceptable. 10. With regard to the landscaping water transport certification, in accordance with Section 2.9.G.9.b of the Specifications, The Contractor shall provide a written certification that the proposed transportation vehicle has only been used for water. Please provide this information to complete our records. A ` Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Three Terry Contracting& Materials, Inc. January 16, 2003 11. We acknowledge that the following submittals are to be submitted at a future date. Please provide a schedule for submittal of the following: • Casing location and elevation for new groundwater monitoring wells, Electrical service - certificate of inspection all electrical work, • Electrical service - shop drawings -conduit, sealing fittings, flexible conduit, 600 volt insulated cable, pull and junction boxes, motor starters, lighting and distribution panels, and disconnect switches, • Electrical service -results of ground resistance testing, and • Electrical service -overhead pole lines shop drawing We request that you provide the requested information as soon as possible in order not to encounter any delays in the project. If you have any questions with regard to this matter, please call me. Very truly yours, -�2z '44, Thomas F. Maher, P.E. Vice President TFM/MW(t)/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC T. Howell, TC&M P. Sutherland, Tectonic Engineering M. Wright, D&B F. DeVita, D&B 01314/TFM03LTR.doc-1 5(R01) Dvi rka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 • Fax:516-364-9045 e-mail: db-eng@woddnet.att.net January 16, 2003 pArmApals Nicholas J.Bartilucci,P.E. Mr. Robert G. Terry Pnsiderx Henry J.Chlupsa,P.E. Terry Contracting& Materials, Inc. Ex UbwVleePneident 840 West Main Street Thomas F.Maher,P.E. Vice Pr.aiarhr Riverhead,NY 11901 Robed T Bums,P.E. Vice Prowdorif Richard M.Walks Re: Southold Lz nd11.1 Closure viw Preeid«d Steven A.Fan9mann,P.E. D&B NO. 1314 vim P,eeiwx Theodora S.Pytlar.Jr. vi-Pm~ Dear Mr. Terry: lor s Anthony .►soda,R It has come to our attention as a result of a field inspection on Jan 15, 2003, that Ma,y o.Conena,P.E. Pe January Dennis F.Koehler,P.E. the width of the RCA and asphalt is less than that specified in the upper area of the Joseph H.Marturano paved road to the Borrow Pit (see attached figure) and the turnarounds on the east Kennan,J.Pritchard,P.E. side of the landfill are 46-47 feet in diameter when they should be 50 feet. While we Brian M.Vein,,P.E. took measurements only at the ends of each road during this inspection,there may be other areas along the lengths of the access and maintenance roads which also do not ~'Ode`s' Joseph F.Baader have the required minimum width. Garters M.Byrnes,P.E. Rudolph M. Byrnes,RE Please check the widths of all the roads every 50 feet and provide us with these ale Joseph A.Fioraliso,P.E. measurements, including a drawing illustrating the checkpoint identification numbers Thomas P.Fox,RG and locations. We will require this for our Certification Report. Please provide this Gerald Gould,C.P.G information by January 22,2003. William D.Merklin,P.E. Michael Neuberger,P.E. If you have any questions,please call me. Edward J.Reilly Richard P.Russell.P.E. Very truly yours, Charles J.Wachsmuth,P.E. �--1/ Kenneth P.Wenz,Jr.,C.P.G Thomas F. Maher,P.E. Vice President TFM/tam Attachment cc/att: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TFM[03 LTR.DOC-20(R01) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. y - - - y y y y y y y y y y y y y IV y y y y y y y y y y y y y y y y y y y y i i y y y y i y i y y I y y i y y ' y y i y y y IV y y y y y y y � y y i y i y y IV y y y y IV .v IV y .v y y . y yy y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y ,y y y y y y y y y y y y y y IV V y y IV " y y y y y y y y y y y y y y y y 'v y y y yy .v y y y y y IV y y y y y y y r 0 Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 • 718-460-3634 Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals Nicholas J.Bartilucci,P.E. Prsagwit Henry J.Chlupsa,P.E. January 15, 2003 Exft%*W vice Prnardenr Thomas F.Maher,P.E. vk.R..kranr Robert T.Bums,P.E. VIM A Mr. Robert G. Terry RichgrdM Wplka T_ !'r.....a�-...a:.�.. pp�� 71.T..�.,.�..1.. T..._. vkop,•adsnt terry %-lo itra hill&1v1t11G11cu1J, 1111+. Steven A.Fangmann,P.E. 840 West Main Street vice Pma W Theodore S.Pytlar,Jr. Riverhead,NY 11901 Vks Pmalds•t senior Associates Re: Southold Landfill Closure Anthony o.Conetta,P.E. D&B No. 1314 Dennis F.Koehler,P.E. Joseph H.Marturano Dear Mr. Terry: Kenneth J.Pritchard,P.E. Brian M.Veith,P.E. The enclosed letter was inadvertently not mailed on January 9, 2003. Associates Joseph F Baader Garrett M.Byrnes,RE. Very truly yours, Rudolph F.Cannavale j Joseph A.Fwraliso,P.E. it Thomas P.Fox,RG l Gerald Gould,C.P.G Thomas F. Maher, P.E. William D.Merkin,P.E. TFM/tam Vice President Michael Neuberger,P.E. Enclosure Edward J.Reilly cc/encl: J. Bunchuck, Town of Southold Richard P.Russell,P.E. G 1314\TFM03LTR.DOC-18 Charles J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. d1Dvi rka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 11 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net January 9, 2003 Prindpals Nicholas J.Bartilucci,P.E. Mr. Robert G. Terry HeJ.chlupsa,P.E. Terry Contracting& Materials,Inc. Enouffm vies Pros°'"' 840 West Main Street Thomas F.Maher,P.E. vice Pr.aid««k Riverhead,NY 11901 Robert T.Bums,P.E. vice PM=d.M Richard M.Walks Re: Southold Landfill Closure VIM PM&,A ' D&B No. 1314 Steven A.Fangmann,P.E. vies Pr.aid rd Theodore S.Roar,Jr.Vks Dear Mr. Terry: $*War Associates This is in response to your letter dated December 30, 2002, regarding your claim of Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. additional costs that may be incurred due to delaying placement of topsoil until Joseph H.Marturano Spring 2003. Kenneth J.Pritchard,P.E. Brian M.Veith,P.E. As you are aware,the Town was actively pursuing purchase of 7,000 cubic yards (cy) of compost and/or topsoil from Long Island Compost to mix with loam and sand at Associates the landfill to manufacture a vegetative growth medium to complete construction of Joseph F Baader the landfill cap. In fact,the Town feels strongly that it was in a position, after having Garrett M.Byrnes,P.E. Rudolph F.Canes,REale finalized a cost with Long Island Compost, to begin delivery of topsoil to the landfill Joseph A.Fi annao,P.E. on November 11, 2002, at a rate of 420 cy per day, six days per week. Assuming Thomas P.Fox,RGmanufacture of vegetation growth media at a rate of 840 cy per day, 14,000 cy could Gerald Gould,C.P.G have been placed and seeded by or about December 1, 2002. As discussed, and as William D.Merklin,P.E. actually proposed by you, winter rye or wheat was to be added to the seed mixture to Michael Neuberger,P.E. promote vegetation growth during the colder months, with which we and the Town Edward J.Reilly agreed. Also, as you are aware, the Contract Documents [Section 2.9"(c)] allow Richard P.Russell,P.E. seeding after December 1 (for the period between October 15 and April 1) also Charles J.Wachsmuth,P.E. utilizing winter rye or winter wheat. Kenneth P.Wenz,Jr.,C.P.G At the November 7, 2002, Progress Meeting, you stated your preference for delaying seeding until the spring, and also stated that, if the Town agreed to the delay, Terry Contracting and Materials would be responsible for repairing erosion of the barrier protection material that may occur during the winter. To the best of my and the Town's recollection, you never stated at the meeting that the Town would incur additional cost due to your requested delay in seeding. Therefore, we must conclude, based on discussions at the November 7 Progress Meeting,that the Town of Southold will not be responsible for any costs associated with erosion repair. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting&Materials, Inc. January 9, 2003 If you have any questions,please call me. Ve ly yours, Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright,D&B 01314\TFM03 LTR.DOC-03(R04) Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Paris Drive,Woodbury,New York, 11797-2015 516-3649890 a 718-460-3634 a Fax:516-364-9045 e-mail: db-eng@worldnet.att.net Pna�.rs Nicholas J.Barttucci,P.E. January 14, 2003 Pr.ok nr Henry J.Chlupsa,P.E. E�ncuew vice Pft www Thomas F.Maher,P.E. Me P,.� Mr. Robert G. Terry Robert T Bung'PE. Terry Contracting& Materials, Inc. RicFreatw hard "is 840 West Main Street Steven A.Fangmann,P.E. Riverhead,NY 11901 M PieaiMrK Theodore S.Pylar,Jr. M fta*m Re: Southold Landfill Closure SsMor Associates D&B No. 1314 Anthony O.Conetta,P.E. Dennis F.Koehler.P.E. Dear Mr. Terry: Joseph H.Marturano Kenneth J.Pritchard,P.E. Please find enclosed the outstanding work to be completed as of December 20, Brian M.Veith,PE. 2002, and schedule for completion that was discussed at the January 6, 2003, Associates Progress Meeting. Joseph F.Baader Garrett M.Byrnes,P.E. If you have any questions,please call me. Rudolph F Cannavale Joseph A.Fioraliso,P.E. Thomas P.Fox,RGVe truly yours' Gerald Gould,C.P.G William D.Merk"n,P.E. L�y Michael Neuberger,P.E. �T Edward J.Reilly Thomas F. Maher, P.E. Richard P.Russell,P.E. TFM/tam Vice President Charles J.Wachsmuth,P.E. Enclosure Kenneth P.Wertz,Jr.,C.P.G. cc/encl: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright, D&B 0 1314\TFM03LTR.DOC-12 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. 0 OUTSTANDING WORK TO BE COMPLETED AT THE SOUTHOLD LANDFILL AS OF DECEMBER 20,2002 AND SCHEDULE FOR COMPLETION Schedule for Completion New Work Spring • Construction of headwall at Recharge Basin No. 3 Spring • Construction of Recharge Basin No. 3 1/31 . Installation of flat concrete blocks along both sides of road leading to 17- acre parcel Spring • Placement of top course of asphalt(1'/z") on road leading to 17-acre parcel, road leading down to Borrow Pit and area just north of scales Spring 0 Construction of asphalt curbing on road leading to 17-acre parcel and road leading to Borrow Pit Spring • Construction of concrete aprons at: - main access road (north of scales) - base of Borrow Pit road - road leading to 17-acre parcel (southwest area) 2/15 • Installation of fencing 1/31 • Construction of deep groundwater monitoring well 3D and completion of remaining work on installed wells, except for concrete pads 1/31 • Construction of gas monitoring well 14 and completion of remaining work on installed wells,except for concrete pads Spring . Construction of concrete pads for all groundwater and gas monitoring wells Spring . Placement of topsoil/hydroseed/erosion control blanket on southern end of west half of landfill and southern end of east half of landfill and all recharge basins 0 1314/r0109301(RO1) 1 * 0 Schedule for Completion New Work(Continued) - 1 . Placement of erosion controls on exposed BPL areas -2 . Placement of remaining plantings 1/313 . Performance of grading along: - east property line from Corazzini to Shroder properties - perimeter road by McBride property -4 . Performance of grinding of brush and trees stockpiled by McBride property - 5 . Installation of electric hook-up for siren -6 . Installation of gabions and stone on north side of maintenance road by McBride property 2/28 . Installation of new water supply well (responsibility of Fire District and construction oversight by Town) - 7 . Construction of new access road from Cox Lane (contingent on Town swapping property with Corazzini) 1 Will wait to see if there are dust problems 2 No more plantings planned at this time 3 Include Corazzini and Fluger; Shroder will be performed in the spring with construction of Recharge Basin No. 3 4 Town will perform grinding with hauling of material to grinder by TC&M 5 Town needs to provide power requirements 6 Pending discussion with McBride 7 Contingent on Town swapping property Completion of Work Somewhat Finished Spring . Fine grading of Recharge Basins No. 1 and 2 Spring . Repair of swale near Recharge Basin No. 3 1/15 . Removal of debris in swales O1314/T0109301(ROl) 2 i Completion of Work Somewhat Finished(Continued) 1/10 • Placement of additional stone in: - swale at intersection of main access road and road leading to 17-acre parcel (north of scales) - swale at west side of main access road(north end) Complete • Fine grading of all RCA road/swale edges 1/31 . Repair of concrete walls on Catch Basin No. 2 (south end of eastern drainage system) Administrative Work Release of easements (by end of January 2003?) after grading transition areas: - Corazzini - Fluger - Shroder - McBride Pending 0 TC&M to provide D&B extra cost of McLean surveys Complete . TC&M to provide D&B a complete "top of gas venting layer" survey, and record drawing and panel logs for geomembrane 0 1314/TO 109301(RO 1) 3 0 i Dvi rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 a 718-460-3634 • Fax:516-364-9045 e-mail: db-eng@worldnet.att.net PHWHAPds January 9, 2003 Nicholas J.Bartilucei,P.E. Pleated. J.Chlupsa,P.E. Mr. Robert G. Terry Emuh'Vim Wider'' Terry Contracting&Materials, Inc. Thomas F M.her,P.E. 840 West Main Street Robert T.BumsVIM Plewt** ,P.E. Rlvt:rhead,NY 11901 Richard M.Walks "k'`'°m°"" Re: Southold Landfill Closure Steven A.Fangmann,P.E. Via Pis1di'' D&B No. 1314 Theodore S.Pytlar,Jr. Vice Presided s«ao.A..aa.t;.. Dear Mr. Terry: Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. This is in response to your letter dated December 30, 2002 (enclosed), regarding Joseph H Mart„rano removal of your trailer. Kenneth J.Pritchard,P.E. Brian M.veith,P.E. This matter was discussed at the November 27, 2002, Progress Meeting. At that time, Tim Howell, and I think you as well, agreed that, because of the limited amount ""°a't" of work to be completed at the landfill, use of the Town's trailer after December Joseph F.Baader Would be suitable. In addition, it was mentioned at the meeting that the break room Garrett M.Byrnes,P.E. Rudolph M. Cans,REale trailer, which has a separate office and telephone, also would be available for your Joseph A.Fi annao,P.E. use. Based on this agreement and availability to Town office space,the Town feels it Thomas P.Fox,PGhas no obligation to pay for your trailer after December 31,2002. Gerald Gould,CRG William D.Merklin,P.E. If you have any questions,please call me. Michael Neuberger.P.E. Edward J.Reilly Very ly yours, Richard P.Russell,P.E. Charles J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G �t / Thomas F. Maher,P.E. Vice President TFM/tam Enclosure cc/encl: J.)amuck,Towh of Southold I. Sikiric,NYSDEC F. DeVita,D&B M. Wright, D&B 01314\TFM03LTR.DOC-05(R02) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD,NY 11901 (631)727-0170 D:;cember 30, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 RE: Southold Landfill Closure D&B 1314 Dear Mr. Maher: Recently, you suggested that we could remove our office trailer by December 31, 2002 and use the town facility on a limited basis. We do not feel this is practical. Our trailer will remain onsite as we feel it is necessary for our operation. The cost due to the town's delay will be charged to the town under this contract. Thank you, Sincerely, Robert G. erry RGT/j m Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 a 718-460-3634 • Fax:516-364-9045 e-mail: db-eng@worldnet.att.net January 9, 2003 Principals Nicholas J.Bartilucci,P.E. Mr. Robert G. Terry P-..,.t Terry Contracting&Materials,Inc. Henry J.Chlupsa,P.E. Ex ubwVicePmside t 840 West Main Street Thomas F.Maher,PE. Vim P,,,idsnr Riverhead,NY 11901 Robert T.Bums,P.E. Vice P—d-t Re: Southold Landfill Closure Richard M.Walka VD&B No. 1314 V..Prosiderrf Steven A.Fangmann,P.E. Vice President Theodore S.Pytlar,Jr. Dear Mr. Terry: Vice President Senior Associates At the December 6, 2002, Progress Meeting,you indicated that the erosion along the road Anthony o.Conetta,P.E. leading down to the Borrow Pit had not worsened and that repairs will be made in the Dennis F.Koehler,P.E. spring when Recharge Basin No. 3 is constructed. However, during an inspection Joseph H.Marturano conducted at the landfill by Frank DeVita of my office on December 7, 2002, it was Kenneth J.Pritchard,P.E. observed that erosion has worsened and that areas of geomembrane and geocomposite are Brian M.veith.P.E. exposed. (It should be noted that these areas previously were exposed as a result of earlier erosion and covered, but now again are exposed.) These areas of exposed Associate: Joseph F.Baader geosynthetics need to be repaired immediately and control measures should be Garrett M.Byrnes,P.E. implemented to stabilize this area and prevent further erosion. Rudolph F.Cannavale In addition, while it was observed that the tops of the stockpiled erosion control blanket Joseph A.Fioraliso,P.E. were re-covered with tarps, the unprotected ends of the rolls of material are still exposed, Thomas P.Fox,PG which will cause damage to the ends of the rolls. The ends of the stockpiled material Gerald .P. C Gould. G William D.Gould. .R P.E. need to be properly protected. The proper protection of this material has been a long- standing issue. Damaged erosion control blanket will be replaced by Terry Contracting Michael Neuberger,P.E. & Materials at no additional cost to the Town. Edward J.Reilly Richard P.Russell,P.E. If you have any questions,please call me. Chades J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G Very truly yours Thomas F.Maher, P.E. Vice President TFM/tam cc: J.Bunchuck,Town of Southold 1. Sikiric,NYSDEC F. DeVita, D&B M. Wright,D&B 01314\TFM03LTR.D0C-]0(R01) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. L d1Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 - 718-460-3634 - Fax:516-364-9045 e-mail: dt-eng@woddnet.att.net January 9, 2003 Principals Mr. Robert G. Terry Nicholas J.Bartilucci,P.E. Terry Contracting& Materials, Inc. P-md«u Henry J.Chlupsa,P.E. 840 West Main Street E_udw vk.P �-. r Riverhead,NY 11901 Thomas F.Maher,P.E. vk.P.,w.rd VA- .Burns P.E. Re: Southold Landfill. Closure vbo P.renr Richard M.Walka D&B No. 1314 Vks Pr"d" Steven A.Fangmann,P.E. vk-P-md.rd Theodore S.Pytlar,Jr. Dear Mr. Terry: vim P&I*W soma.Assoclates This is in response to your letter dated December 30, 2002 (enclosed), regarding Anthony 0.Canna.P.E. your contention that the Town will be charged for any repairs to the Barrier Dennis F.Koehler,P.E. Protection Layer(BPL) which occur during the winter. Joseph H.Marturano Kenneth J.Pritchard,P.E. At the November 7, 2002, Progress Meeting, when you expressed your preference Brian M.Vaith,P.E. to delay remaining seeding until Spring 2003, you also stated that Terry Associates Contracting & Materials would be responsible for repairing erosion of the Joseph F.Baader exposed BPL which occurred over the winter, with the exception of erosion that Garrett M.Byrnes,P.E. occurs as a result of a catastrophic event. This was documented in the meeting Rudolph F.Cannvale minutes and can be confirmed by Mr. James Bunchuck who was in attendance at Joseph A.Foralnso,P.E. the meeting. Therefore, the Town feels strongly that it has no obligation to pay Thomas P.Fox,PG for for any repairs to the BPL. Gerald could.C.PG William D.Merklin,P.E. Michael Neuberger,P.E. If you have any questions, please call me. Edward J.Reilly Richard P.Russell,P.E. Very truly yours, Charles J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G Thomas F. Maher, P.E. Vice President TFM/tam Enclosure cc/encl: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 01314\TFM03 LTR.DOC-08(R02) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. } TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD,NY 11901 (631)727-0170 December 30, 2002 Thomas F. Maker, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 RE: Southold Landfill Closure D&B 1314 Dear Mr. Maher: A review of the meeting minutes of the November 7, 2002 progress meeting Item 6 state that I indicated that we would be responsible for repairing erosion of the barrier protection layer(BPL) over the winter. I must clarify that the town will be charged for any repairs to the BPL. The town's failure to provide topsoil or compost in time for seeding was the cause for this delay. Sincerely, Robert G. Terry RGT/j m d1Dvi rka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 • 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@worldnet.att.net January 9,2003 Prindpals Nicholas J.Bartilucci,P.E. Mr. Robert G. Terry PrOwdew Terry Contracting&Materials,Inc. Henry J.Chlups ,Pro P.E. E840 West Main Street recw.e Vim ip Prsaidenr Thomas F.Maher,P.E. Riverhead,NY 11901 Woe Prosidsrx Robert T.Bums,P.E. Vice prosido x Re: .riCu:hola Landfil!f:IOo„re Richard M.Walka VD&B No. 1314 Vico PrsaidsrM Steven A.Fangmann,P.E. Vico Pmaidow Theodore S."ar,Jr. Dear Mr. Terry: Vico Prosiderx Senior Associates This is in response to your letter dated December 30, 2002 (enclosed), regarding Anthony o.Conetta,P.E. placement of topsoil along the transition areas by the Town. Sorry that you were Dennis F.Koehler.P.E. surprised to read it in the December 12, 2002, meeting minutes; however, this topic was Joseph H.Marturano discussed at the meeting as an item under consideration by the Town to reduce project Kenneth J.Pritchard.P.E. costs. Brian M.Vaith,P.E. With regard to your questions pertaining to this item, as discussed at the January 6, 2002, Associates Joseph F.Baader Progress Meeting, the Town is considering three options: the first is for the Town to Garrett M.Byrnes,P.E. manufacture and place topsoil in the transition area (most likely in the fall), including Rudolph F.Cannavale seeding and installation of erosion control material; the second is for the Town to Joseph A.Fiaaliso,P.E. manufacture the topsoil and for Terry Contracting & Material (TC&M) to place the Thomas P.Fox,RGtopsoil in the transition areas, including seeding and installation of erosion control material; and the third is for TC&M to manufacture the topsoil using the town's compost Gerald Gould,C.P.G William D.Merklin,P.E. (in the fall) and place the topsoil, including seeding and installation of erosion control material. Michael Neuberger,P.E. Edward J.Reilly This will be discussed further at the January 17,2003, Progress Meeting. If you have any Richard P.Russell,F.E. questions,please call me. Charles J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G Very truly yours, Thomas F. Maher,P.E. TFM/tam Vice President Enclosure cc/encl: J.Bunchuck,Town of Southold I. Sikiric,NYSDEC F.DeVita,D&B M. Wright,D&B 011314\TFM03 LTR.DOC-09(R01) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD,NY 11901 (631)727-0170 December 30, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury,NY 11797-2015 RE: Southold Landfill Closure D&B 1314 Dear Mr. Maher: I was reviewing the meeting minutes of the December 12, 2002 progress meeting and was surprised to read, "placement of topsoil along the transition areas would be performed by the town". I do not recall this discussion at the meeting. I need further clarification of what this means. Is the town also going to hydroseed and place erosion control materials on these areas? Please provide details of what is planned. Sincerely, Robert G. RGT/jm d1Dvi rka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 • 718-460-3634 Fax:516-364-9045 e-mail: db-eng@woddnet.att.net Principals Nicholas J.Bartilucci,P.E. January 8, 2003 Proaident Henry J.Chlupsa,P.E. ExecutlN vie.PmWenr Thomas F.Maher,P.E. Woe Pr"Kill d Mr. Robert G. Terry Robert T.Bums,P.E. vire P.,.aidd Terry Contracting & Materials, Inc. Richard M.Walka 840 West Main Street Vies Prs doW Steven A.Fangmann,P.E. Riverhead,NY 11901 Vies Pnaidwit Theodore S.Pytlar,Jr. VkoP Re: Southold Landfill Closure Senior Associates D&B No. 1314 Anthony O.Conetts,P.E. Dennis F.Koehler,P.E. Dear Mr. Terry: Joseph H.Marturano Kennet,J.Pritchard'P.E. This is in response to your letter dated December 30, 2002 (enclosed), regarding a Man M.Veith.P.E. list of work to be completed at the landfill. Please note that this list was faxed to Assoeiat" your office on December 30, 2002, and sent via mail that same day. Joseph F.Baader Garrett M.Byrnes'P.E. If you have any questions,please call me. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. Thomas P.Fox,RG, Very truly yours, Gerald Gould,C.P.G. William D.Merklin,P.E. Michael Neuberger,P.E. Edward J.ReillyThomasF. Maher, P.E. Richard P.Russell,P.E. (� Vice FLCsident Charles J.Wachsmuth,P.E. TFM/tam Kenneth P.Wenz,Jr.,C.P.G Enclosure cc/encl: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B Ct 1314\TFM03LTR.DOC-07 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. R • TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD,NY 11901 (631)727-0170 December 30, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossivays Park Drive Woodbury, NY 11797-2015 RE: Southold Landfill Closure D&B 1314 Dear Mr. Maher: We have been waiting for some weeks now for the " list" of work to be done at the above referenced project. Please forward this list as soon as possible, so that we may address it. Sincerely, Robert G. Terry RGT/j m Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 - 718-460-3634 - Fax:516-364-9045 e-mail: db-eng@worldnet.att.net Principals January 8,2003 Nicholas J.Bartilucci,P.E. PIW&W»M Henry J.Chlupsa,P.E. Mr. Robert G.Terry Ex .ffwv'°-Pr-sJd-nr Terry Contracting&Materials,Inc. Thomas F.Maher,P.E. Vics Pr-aidr- 840 West Main Street Robert T Bums,P.E. Riverhead,NY 11901 Vic-Pr-showRichard M.Walka Vin Pmardrnt Re: Southold Landfill Closure Steven A.Fangmann,P.E. Vic*Pr-mD&B NO. 1314 dsnf Theodore S.Pytlar,Jr. vice Plowdw* Dear Mr.Terry: Senior Associates Anthony o.Conetta,P.E. This is in response to your letter dated December 30, 2002 (enclosed), regarding your Dennis F.Koehler,P.E. comments on the summary of project additions and deletions,which we prepared. Joseph H.Marturano Kenneth J.Pritchard,P.E. Your letter does not identify the deletions to which you object and would leave the Man M.Veith,P.E. project in an unfinished state to which you allude. Also, we are not aware of claims Associates made by Terry Contracting & Materials for alleged delays and previous "unauthorized" Joseph F.Baader deletions. Garrett M.Byrnes,P.E. Rudolph F.Cannavale With regard to assertions of"unauthorized" deletions, please be aware that the Contract Joseph A.Fioraliso,P.E. Documents (Bid Sheets) state that"The OWNER reserves the right to omit or add to the Thomas P.Fox,P.G. construction or any portion or portions of the work heretofore enumerated or shown on Gerald Gould,C.P.G the plans without forfeiture of Contract or claims for loss of anticipated profits or any William D.Merkiin,P.E. claims by the BIDDER on account of such omissions or additions." Michael Neuberger,P.E. Edward J.Reilly If you have any questions,please call me. Richard P.Russell,P.E. Charles J.Wachsmuth,P.E. Very truly yours, "� Kenneth P.Wenz,Jr.,C.P.G. r� Thomas F. Maher, P.E. Vice President TFM/tam Enclosure cc/encl: J.Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright,D&B 01314\TFM03LTR.DOC-06 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. t j TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD,NY 11901 (631)727-0170 December 30, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury,NY 11797-2015 RE: Southold Landfill Closure D&B 1314 Dear Mr. Maher: Recently, you provided a summary of all project additions and deletions for my review. This summary includes several deletions that we object to and would also leave the project in an unfinished state. It also does not address claims made by this firm for delay and previous unauthorized deletions. The final outcome of these and the potential need to purchase topsoil add significant costs to the overall project. Sincerely, Obert e RGTi jm f 1 Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 • Fax:516-364-9045 e-mail: db-eng@woddnet.att.net January 6, 2003 Principals Nicholas J.Bartilucci,P.E. P.-W-R Henry J.Chlupsa,P.E. Es ukw wa Pmsideor Robert Terry Thomas F.%Maher'P.E. Terry Contracting& Materials, Inc. vice P�.,id.�r . Robert T.Bums,P.E. 840 West Main Street Vip Prsaider,r Richard M.Walks Riverhead,NY 11901 via Pread-t Steven A.Fangmann,P.E. W'�"ewddnt Re: Southold Landfill Closure Theodore S.Pytlar,Jr. VD&B No. 1314 ia Pn.,dd.,d Senior Associates Anthony o.Conetta,P.E. Dear Mr. Terry: Dennis F.Koehler,P.E. Joseph H.Marturano Inspection of the above-referenced site, as performed by this office on Kenneth J.Pritchard,P.E. December 31, 2002, revealed the following: Brian M.Veith,P.E. Associates 1. Several landfill gas vents on the eastern half of the landfill were Joseph F.Baader observed without vent caps. We request that this item be addressed no Garrett M.Byrnes,P.E. later than January 10, 2003. Rudolph F.Cannavale Joseph A.Fiorallso,P.E. 2. Landfill gas vents throughout the landfill were observed with caps Thomas P.Fox,PG, consisting of a different color than the vent pipe color. As previously Gerald Gould,C.P.G discussed with Timothy Howell of your office, all components of the William D.Merklin,P.E. landfill gas vents shall consist of the same color. We request that this Michael Neuberger'P.E. item be addressed by no later than January 10, 2003. Edward J.Reilly Richard P.Russell,P.E. Charles J.WaChsmuth,P.E. g 3. Landfill gas n :)ni+irC np� wells tl': b ou hotit t!he iai_df111 are incc*nrle.e in Kenneth P.Wenz,Jr.,C.P.G construction. Some of the deficiencies include, but not limited to, lack of weather-resistant padlock for the protective steel casing, lack of protective steel casing, lack of concrete slab, lack of sampling port and sampling port not connected to the monitoring well. (See the attached table for a summary of the status of construction of the gas monitoring wells.) Be advised, landfill gas monitoring wells are to be constructed in accordance with Section 2.6 of the Standard Specifications, and Drawing 20 of the General Construction Drawings. We request that this item be addressed by no later than January 10, 2003. Payment for this item will not be processed until all landfill gas monitoring wells are constructed as required. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. i Dvirka and Bartilucci CONSULTING ENGINEERS Robert Terry Page Two Terry Contracting& Materials, Inc. January 6, 2003 4. Groundwater monitoring wells throughout the landfill are incomplete in construction. Some deficiencies include, but are not limited to, lack of weather-resistant padlock for protective steel casing, lack of protective steel casing and lack of concrete slab. (See the attached table for a summary of the status of construction of the gas monitoring wells.) Additionally, all wells installed have not yet been developed. Be advised, groundwater monitoring wells are to be constructed in accordance with Section 2.4 of the Standard Specifications and Drawing 20 of the General Construction Drawings. We request that this item be addressed no later than January 10, 2003. Payment for this item will not be processed until all groundwater monitoring wells are constructed as required. 5. Erosion control materials stockpiled on-site in the area of the trailers are exposed to the elements and were not properly protected. Tarps which were placed over the material were not properly secured and have blown off. We request that this item be addressed by no later than January 6, 2003. Be advised, material damaged due to improper storage shall be rejected, removed from the job site and replaced at no additional cost to the Town. 6. Rolls of erosion control material were observed stockpiled on the eastern half of the landfill without being properly protected. Be advised, this material shall be removed and replaced at no additional cost to the Town. 7. The engineer's field trailer is still on-site. As previously discussed, Terry Contracting and Materials, Inc. agreed to remove this field trailers by the end of November since there would be limited construction activities after this month. Be advised, there will be no payment for this item after November 30, 2002. Should you have any questions in regards to this letter please contact me at(516) 364-9890. Very truly yours, Thomas F. Maher, P.E. Vice President TFMlFDt/jmy,cmc cc: J. Bunchuck, Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright, D&B 0 0 SOUTHOLD LANDFILL CLOSURE GAS MONITORING WELL CONSTRUCTION STATUS MONITORING WELL ITEMS TO BE COMPLETED GMW-1 Needs protective steel casing,lock,sampling port and concrete slab GMW-2 Needs protective steel casing,lock,sampling port and concrete slab GMW-3 Needs protective steel casing,lock,sampling port and concrete slab GMW-4 Needs protective steel casing,lock,sampling port and concrete slab GMW-5 Needs lock,sampling port and concrete slab GMW-6 Needs,lock,concrete slab,sampling port supplied but not connected to well GMW-7 Needs lock,sampling port and concrete slab GMW-8 Needs lock,sampling port and concrete slab GMW-9 Needs lock,sampling port and concrete slab GMW-10 Needs lock,sampling port and concrete slab GMW-11 Needs lock,concrete slab,sampling port supplied but not connected to well GMW-12 Needs protective steel casing,lock,sampling port and concrete slab GMW-13 Needs protective steel casing,lock,sampling port and concrete slab GMW-14 Well not installed GMW-15 Needs lock,concrete slab,sampling port supplied but not connected to well -PRIVILEGED AND CONFIDENTIAL- ,o.mowupd— Page 1 of 2 Prepared at the Request of and to Provide Technical Advice to Legal Counsel SOUTHOLD LANDFILL CLOSURE GROUNDWATER MONITORING WELL CONSTRUCTION STATUS MONITORING WELL ITEMS TO BE COMPLETED MW-3S Needs protective steel casing,lock,concrete slab and well development MW-3D Well not installed MW-6S Needs lock,concrete slab and well development MW-6D Needs protective steel casing,lock,concrete slab and well development MW-8S Needs protective steel casing,lock,concrete slab and well development MW-8D Needs protective steel casing,lock,concrete slab and well development -PRIVILEGED AND CONFIDENTIAL- , tnmdur�Wm Page 2 of 2 Prepared at the Request of and to Provide Technical Advice to Legal Counsel Dvi rka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury,New York, 11797-2015 516-3649890 a 718-460-3634 a Fax: 516-364-9045 e-mail: db-eng@woridnet.att.net January 3, 2003 Principals Nicholas J.Bartilucci.P.E. `ftsvew Mr. Robert G. Terry Henry J.Chlupsa,P.E. Exft.6re VkePresident Terry Contracting& Materials,Inc. Thomas F.Maher,P.E. 840 West Main Street vice Pnaldera Rctert T.Bums,P.E. Riverhead,NY 11901 vim. .. Richard M.Walka vt" Re: Southold Landfill Closure Steven A.Fangmann,PE. D Via Pvseidow &B No. 1314 Theodore S.Pytlar,Jr. vice Pn«dw* Dear Mr. Terry: ssalor Ass"atss Anthony o.Conetts,P.E. We are in receipt of your letter dated December 19, 2002 with regard to the status of Dennis F.Koehler,P.E. the outstanding submittals. The following is our response: Joseph H.Marturano Kenneth J.Pritchard,P.E. 1. Submittal No. 21 (List of Subcontractors) - We request that copies of the Brian M.Veilh,P.E. current licenses for Casola Well Drilling and Ocean Electrical be tet« provided as proof that these companies are licensed. Joseph F.Baader Garrett M.Byrnes,P.E. 2. Submittal No. 43 (Erosion Control Material Prequalification) - We have Rudolph F.Cannavale yet to receive the additional information that you indicated you requested Joseph A.Fioraliso.P.E. from the manufacturer. Thomas P.Fox,P.G Gerald Gould,C.RG In addition, we have reviewed your schedule of submittals dated October 22, 2001, William D.Merklin.P.E. and have found the following submittals are past the submittal date including: Michael Neuberger,P.E. Edward J.Reilly 1 -r Supply Sozrra_A,prova 1Potable Wat� _ Richard P.Russell,P.E. Charles J.Wachsmuth,P.E. 2. Gas Venting Layer Certification in accordance with Addendum 2.13 Kenneth P.Wenz,Jr.,C.P.G 3. Barrier Protection Layer Certification in accordance with Addendum 2.15 4. Vegetative growth medium material methods and qualifications 5. Vegetative growth medium construction test results 6. Vegetative growth medium quantity records 7. Stone fill source approval 8. Reno mattress source approval 9. Manufacturer's specifications for the access road 10. Material list for the access road A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. r Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting& Materials, Inc. January 3, 2003 11. Material samples and test results for the access road 12. Depths of existing landfill gas monitoring wells 13. Depths of boreholes for overdrilling of landfill gas monitoring wells 14. Site approval for new landfill gas monitoring wells 15. Well construction logs for new landfill gas monitoring wells 16. Well construction logs for new groundwater monitoring wells 17. Casing location and elevation for new groundwater monitoring wells 18. Electrical service - certificate of inspection all electrical work 19. Electrical service - shop drawings -conduit, sealing fittings, flexible conduit, 600 volt insulated cable, pull and junction boxes, motor starters, lighting and distribution panels, and disconnect switches 20. Electrical service -results of ground resistance testing 21. Electrical service -overhead pole lines shop drawing 22. Landscaping delivery notification 23. Landscaping water transport certification We request that you provide these submittals as soon as possible in order not to encounter any delays in the project. If any of the submittals are no longer applicable because of changes in the project, please note those items in your response for the project record and the reason why they are no longer applicable. If you have any questions with regard to this matter,please call me. Very tnzly yours; Thomas F. Maher, P.E. Vice President TFM/MDW(t)/ld,tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC P. Sutherland, TEC M. Wright, D&B F. DeVita, D&B ♦1314\TFM02(B)LTR-22.DOQR01) s 0 Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 a 718-460-3634 a Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principal= December 4, 2003 Nicholas J.Bartilucci,P.E. President Henry J.Chlupsa,P.E. Executive V"President Thomas F.Mahar,P.E. Lorraine Roberts V"President Robert Bums,P.E. New York State Environmental V"ReS`°e"r Facilities Corporation Richard M.walk= 625 Broadway WeResiOent Steven A.Fangmarm,P.E. VAlbany,NY 12207vicePresidMM Theodore S.Pytlar,Jr. Vics R'esideA Re: Southold Landfill Closure Senior Associates D&B 1314 Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Joseph H.Marturano Dear Ms. Roberts: John A.Mirando,P.E. Kenneth J.Pritchard,P.E. As requested, provided below is a breakdown for the abandonment and new Brian M.Veith,P.E. installation portions of Items No. 28 and 29 of the Bid Sheet for the above referenced project. This breakdown is based on the contractor's schedule of Associates Joseph F Baader values. Garrett M.Byrnes,P.E. Rudolph F.Ca ntavale Item#28—Water Supply Well and Electric Service Joseph A.Fioraliso,P.E. Thomas P.Fox,RG Abandonment $ 6,700 Gerald Gould,C.P.G. New Installation 35,300 William D.Mervin,P.E. Total $42,000 Michael Neuberger,P.E. Edward J.Reilly Item#29—Siren and Electric and Telephone Service Charles J.Wachsmuth,P.E. Kenneth P.wsnz Jr.,C.P.G Abandonment $ 14,720 New Installation 77,280 Total $92,000 With regard to loan eligibility, you indicated that EFC has determined that only the abandonment portions of Items 28 and 29 are eligible. As discussed, since relocation of the water supply well and siren was required because they were located within the landfill and would have interfered with installation of the cap, the relocation/new installation portion also should be eligible items. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartiluccle 0 CONSULTING ENGINEERS Lorraine Roberts Page Two New York State Environmental Facilities Corporation December 4, 2003 If you have any questions or require additional information, please do not hesitate to call me at (516) 364-9890. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam cc: John Cushman, Comptroller, Town of Southold James Bunchuck, Solid Waste Coordinator, Town of Southold 0 1314/TFM03(A)/Itr.doc43(R02) 111 I Lj i r TOWN ir 1WHOLD DEPT,OF WASTE i Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 • Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net DECEIVE Principals DEC (� Nicholas J.Bartilucci,RE President DEC. 2 3 2003 cember 19, 2003 Henry J.Chlupsa,PE. Executive Vice President Thomas F Maher,P E. TOWN A[enrnNn�1� Vice President OF SMI VW RobertT Burns,P.E. James BunchU T[ DEPE OF SOLID WAS Vice President Town of Southold Richard M.Walka President Town Hall Vice President Fangma"",PE 53095 Main Road Vice President Theodore n.Pytlar,Jr P.O. Box 1179EC r� �y Southold,NY 11971 D Cr , Senior Associates Anthony O Conetta,P.E. Dennis F Koehler,P.E. Re: Southold Landfill Closure Joseph H.Marturano Submittal 55a—Electric Service John A.Mirando,P.E. D&B No. 1314 Kenneth J.Pritchard,P E. __._... Brian M.Veith,P.E Dear Mr. Bunchuck: Associates For your information, in a further review of the above submittal it has come to Joseph F.Baader Garrett M.Byrnes,PE. our attention that the primary 15 kv cable that was submitted does not appear to Rudolph F Carnevale conform to LIPA requirements. The insulation thickness of the submitted cable is Joseph A.Fioraliso,P.E, 175 mils and LIPA standards require a 15 kv cable to have an insulation thickness Thomas P.Fox,P.G. of 220 mils. Gerald Gould,C.P.G William D.Merklin,PE. If you have any questions or require additional information,please call me. Michael Neuberger,RE Edward J.Reilly Very trolly yours, Charles J.Wachsmuth,RE. Kenneth P Wenz,Jr,C.P.G Thomas F. Maher, P.E. Vice President TFM/tam 01314i,TFM03(A)/Itr.doc-49 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvi rka andJM 01M JO'146 0 Bartilucci '0H A""'01 CONSULTING ENGINEERS e�yr� 100 1 330 Crossways Park Drive,Woodbury, New York, 11797-2015 ww — 100 516-364-9890 • 718-460-3634 Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net a '0 Ru 3A133 3- Principal' October 1 2003 Nicholas J.Bartilucci,P.E. , President Henry J.Chlupsa,P.E. Executive Vice President L Thomas F.Maher,P.E. ameS Bllnclluck Vice President James Robert T.Bums,P.E. Town of Southold V,_Pr..,d.0 Town Hall Richard M.Walka v".Fr-d—t 53095 Main Road Steven A.Fangmann,P.E. VP O. BOX 1 179 Vice President Theodore Pd�°minS.t Pytlar,Jr. Southold,NY 11971 Senior Associates Re: Southold Landfill Closure Anthony O.Conetta,P.E. Dennis F Koehler,P.E. D&B 1314 Joseph H.Marturano John A.Mirando,P.E. Dear Mr. Bunchuck: Kenneth J.Pritchard,P.E. Brian M.Veith,PE. Please find enclosed approved Payment Application No. 14 and Affidavit of Associates Contractor from Terry Contracting & Materials. Payment has been approved for Joseph F.Baader the requested retainage for work performed through Payment Application No. 13 Garrett M.Byrnes,P.E. less two (2) times the value of the punch list items as provided in the Certificate Rudolph F Cannavale of Substantial Completion, which will be provided under separate cover. Joseph A.Fioraliso,P.E. Thomas P.Fox,RG If you have any questions, please call me. Gerald Gould,C.P.G 7 William D.Merklin,P.E. Very truly yours, Michael Neuberger,P.E. Edward J.Reilly Charles J.Wachsmuth,P.E. Kenneth P.Wenz,Jr.,C.P.G Thomas F. Maher, P.E. Vice President TFM/tam Enclosures cc/enc: Robert'Terry, TC&M 01314\TFM03(A)LTR-doc-32(R01) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net August 25, 2003 Principals Nicholas J.Bartilucci,P.E. Pre�nt James Bunchuck Henry J.ft. a,P.E. Town of Southold Executive Vice PresiAenf Thomas F.Maher,P.E. Town Hall W..President RobertT Bums,P.E. 53095 Main Road "�°Pre.4d.w P.O. Box 1179 Richard M.Walka wce Preeidenf Southold,NY 11971 Steven A.Fangmann,P.E. Vice President Theodore S.Pytlar,Jr. Re: Southold Landfill Closure Vice President D&B 1314 Senior Associates Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Dear Mr. Bunchuck: Joseph H.Marturano John A.Mirando,PE. As a follow-up to our conference call on August 20, 2003, regarding the budget Kenneth J.Pritchard,P.E. status of the landfill closure project, I have reviewed the remaining engineering Brian M.Veith,PE. work to be completed within the existing budget for D&B as approved by the Town. Associates Joseph F.Baader Garrett M.Byrnes,P.E. Budget Remaining Rudolph F.Cannavale Task as of 8/1/03 Joseph A.Fioraliso,P.E. Thomas P.Fox,RG Construction Inspection $ 2,453 Gerald Gould,C.P.G. Certification Report 9,445 William D.Merklin,P.E. Monitoring & Maintenance Manual 7,817 Michael Neuberger,P.E. $19,715 Edward J.Reilly D Charles J.wachsmuth,P.E. In addition, there is our Invoice No. 86 in the amount of$15,162 for the month of Kenneth P.Wenz,Jr.,C.P.G July, which has not, as of this date, been submitted to the Town. Therefore, in addition to the $669,327 invoiced to the Town through June 2003 (Invoice No. 85), an additional $34,877 ($19,715 + $15,162) (approximately $35,000) remains to be billed by D&B to complete the project. Added to the $35,000 will be approximately $10,000 for additional work claimed by Bob Terry and approved by the Town (fence repairs-and RCA for road to Cox Lane) in addition to Payment Application No. 13 for a total of$45,000. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS James Bunchuck Page Two Town of Southold August 25, 2003 It is my understanding from our conference call on August 20, that, including Bob Terry's Payment Application No. 13 total construction cost of$5,343,752, plus the cost of the new water supply well ($29,655), plus our engineering billing through Invoice No. 85 ($669,327), approximately $140,000 remains in bond monies. Deducting our remaining budget (including Invoice No. 86) of $35,000 plus $10,000 for Town-approved additional work by Bob Terry would result in $95,000 remaining for any other additional work that the Town would choose to undertake as presented in my fetter dated August 7, 2003. If you have any questions or require additional information, please do not hesitate to call me, please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam cc: John Romanelli, Councilman John Cushing, Comptroller O 1314\TFM03(A)LTR-22.doc(R021) 08/07/2003 THU 17:15 FAX Z001/011 Dvirka Badrtilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodburyl,NIN11797-2015 516-364-9890 • 718-460-3634 Fax:516-`364-9045 e-mail: db-eng@workinet.att.net August 7,2003 Pr M*01a N"W J.Banitumi,PE. James Bunchuck """'J . Town of Southold „wmaaF Maher.P.E. Town Hall W°•P..i*°a 53095 Main Road V"P T.Bums RE. P.O.Box 1179 Whoa A M."ft*' Southold,NY 11971 Stevan A.Fanpnann.P.E. n,aaeane S.Pygar,Jr. Re: Southold Landfill Closure Y—'A—ft D&B 1314 Senior N..oa.a. Anthony o.Cmoaft P.E. Dear Mr.Bunchuck: Donna F.Koehler,P.E. Joaaph H. "K UWW Please find enclosed from Bob Terry, Payment Application No. 13 and a request Joan A M`a'w°P.E. for additional monies over and above that contained in thea ent application. I KannJ. alh Ptadted,P.E. P � pP Brian N.J. Pr P.E. have reviewed the payment application and it is correct for the items for which payment is being requested. This payment application, in my opinion, could be raa.oaates considered the final application. Joaeph F.Beader GeareB M.Byrnes,P.E. The total project amount in the payment application is $5,343,752, which is R~F. Cwwwre+e $127,385 (2.4%)over the contract amount of$5,216,367. Joeaph A.Froraliso.P.E. Thomas P Fax,PG GOrab rAx".C.P. In addition to the amount in the payment application, it is my understanding that WMiam D.Merkin,P.E. the installation of the replacement water supply well in the amount of$29,655 WNW MKi,erW,P.E. will be paid with landfill closure bond monies for a total landfill closure Edward J.Wy construction cost of$5,373,407. Chance J.Wacnamuth,P.E. Kerowth P.Wenz,Jr..QPG Bob Terry's request for additional monies is the following: Fence Repair Extra Topsoils 5,OOa,h 3. Extra Truck Hire 5,4001 S Yo 0 4. Trommel Hire 5,000 000 5. Insurance Extension 9,575 -- 6. ,575 "•6. Delay Claim t 52,544.r' 0 7. Sand Pit Regrading r I ($� RCA on Cox Lane Temporary Road , �p A DIVISION OF WILLIAM F.CnSULICH ASSOCIATES,P.C. 08/07/2003 THU 17:17 FAX Z002/011 Dvirka and Bartiiucci CONSULTING ENGINEERS James Bunchuck Page Two Town of Southold August 7,2003 Additional items which can be considered by the Town to enhance completion of the project should bond monies remain are the following: 1. Final Paving $23,000 2. Completion of Fencing Along McBride Property 6,000 3. Construction of Sound Barrier , 00, 4. Construction of New Road to Cox Lane --40,000 5. Signs and Painting of Lines on Asphalt Roads ? 6. Completion of Fencing Along Eastern Boundary 35,000 If you have any questions or require additional information, or would like to meet to discuss this letter,please do not hesitate to call me,please call me. Very truly yo Thomas F. Maher,P.E. Vice President TFM/tam Enclosure C 1314NTFM03(A)LTR-16.doc(R05) 08/07/2003 THU .17:18 FAX 003/011 TERRY CONTRACTING & MATERIALS, INC. ago WEIr MAIN sir RNSUR U,NY 11901 (631)727-0170 August 7,2003 Thomas F.Maher,P.E. Dvirka and Bardwei 330 Crossways Park Drive Woodbury,NY It 797-2015 RE: Southold Landfill Closure D&B 1314 Dear Mr.Mahar: Enclosed Please find Payment Application Number 13.Please review the attached remaining baWwes due should the town choose to settle all claims at this time. We rage w our right to revise these amounts higher to reflect actual costs if necessary.I have included a brief de=iption of our position on each of these items and I am willing to dim n ss anything in the spirit of settling claim on the issue of Substantial Completion,we amd by our July 2,2003,request,as we still do not know if we will be asked to do more work.It may be Haat we hatvv reached final completion if the town does not have any mom money to spend.Thank you. Very truly youm President Attacbments ROTCm mr-rwumiawnru.v4C.nfirfirrtlGrwnrwfmcrlf AIA DOCUMENT WM PAGE ONE OF3PAGES TO: TOW 1W SOUTHOLD Ppumr.. APPUCAnON 13 DWWP dioa In: o 53M Maim R=d Southold laadae Ciosu v Southod.w 11971 PERIOD TO: 07/24/03 [ IARGifiECT � "WM(0OtfFRACTORX VMl(BiriIEERSX 1 1 o 74"Capvwft i Mat d"Ina Edda i Beftert)d PROJECT Wo 2000 w so West dank sow 390 Crummmim s Park Drive H Rtwrtwud.w 11901 LWamdbury,NewYas 11797-=5 OOMTRACf pAX Ol/31101 x r_+ OONTRKcr FOR: r CONTRACTORS APPLICATION FOR PAYMENT AppliodaR lemmdeidr P"MfA as sftown below.In aeerraeabir rlflltgo Ca+lraat. Caliela8on SNa1,AIADooreawd G7O8,b atfe I m Gt414GE ORDER SUMMIARW cWm�()rdarsappmad in ADMONS OEDU=ONS 1.ORIGINAL OONTRACT SUM PLUS OPTION A i 5.210,366.60 nriws months by Oaeer change orders 1 b 12 2. Net dtanp by Change Orders i f 27 306.7! TOTAL_ 6317"9.00 10.00 3. CONTRACT SUM TO DATE(Line 1 +2) i 8,948.75Z2l, d this Marti 4. TOTAL COMPLETED b STORED TO DATE $5.343,752.28 mbw Date nand (CoMm G an x703) 17 6/ir09 5. RETAINAGE: Completed Work 126'7,167.61 (Col mm D i.E on G703) 1901543. b;—% of Stored Matenal i - "a orars UV.7ea.7800 (Col omit F on G703) The wWwWgndConkodwouMosMWbImbamtdMCa MedtlSro Tots!Retainap(Line go+Sb or Ydanwtlo mWbdWowWatoonawdbyftApiiwd mfwPwlaaatlsbwa Total inGlohLmn I of(3703 4W,167.61 cumplebd in wmdwmwlMr Mrs Cw*#ct Ooau wmk to al amor a hwebeen 6. TOTAL EARNED LESS RETAINAGE $6,078,564.67 pold by Mrs Cnnrador br wak for ahbh prwlow Cndoemm of pwmw twa (Line 4 less Lifts 5 Total) iwudwWpmyroerbrmoe6 WftuatoOwrwr,WAtokcMw4VWM0 t**W 7. LESS PREVIOUS CERTIFICATES FOR hewin Is now due. PAYMENT(Lista 6 from prior Cert'dicate) 1 4,607,0111.81 B. CURRENT PAYMENT DUE 1Z8M,532.86 CONTRACTOR: 9. BALANCE TO FINISH,PLUS RETAINAGE i 287,167.61 Lire 3 less Lina sbdr of ew O c Oommly d: fk1L rt NeUryibed emd d�owi to bhn n 7 air oL A(J(.{>S'T .200J /'•{I . Deb: Hakuy Publ 1, 27 .Logy; Coaraaiasiarr ortm ;:2-47-P,00-7 ENGINEER`S CERTIFi E FOR PAYMENT AMOUNT CERTFIED 1 N emnlance wah the CaLaa t Qecuamrb,tweed an mfr &obssnvafau od the (Atlaoh epbndlon I(amourt oerMed dfifin botrr the araount applied for.) data comprrinp tirsatraw appeoeeon,the Eai/aw aedKestb er o mmter drat to to ENGINUA, bast dew Enyinesls low Medpe,information and bdd the Wmk hoe pmor"eed us iwdio da,the a er.Worlds tm aoeordMura atdr er.CoremaDoaeasede,ead Br. Duty ors Conftdw 1e mdWd b payment d tin AL4MW CERTWED. CURRENT TWwCw loth b ndngoW0^ TTw AMIOLINT(Z:RY M b payaWe"teMN Cwdmc or nomad tianir,leeaartca,pgrwaland aosspOtow d pat►er4rd en wMr- -_ aul w1Abe b any fi�Ml_n dto Owner at CaMisce r undntlris Cw*M JULIA WYA14Y VWX ST TE OF WW VM M&01ML11 WAN n^"+irMtirlor+E"drQ� 0 0 0 r ' r • o N CONTINUATION SHEET Au ooQlrllBlT fi70a1 rAoc i qP s rAIEf ca MA Doatmast GM AWCATIM COMFICATIE FOR A"Off, Mumom. uH CaaNlldoe's sipnd Caetl SCMIM is aMl dot MVUCATIom DAIS onmo3 x I n lltblall "m blow,amima is an totaled to Vw Maras!do1w. UPEIROO TO: 07/24/03 so Cotwnn i 0.p Coalracto sttlsro lratlsbla nhsi11a3o for ii�n itset�%1871 appy ARCWTECrS PROJECT NO: 2000 -� A S c O E C e 1 N TIFAI irnoa O1 wo�rl sa1®wa ■AlmMlf mru UIAIICE REMMAM am ME Pw THE Pam PREMILI CARIIb (4 q TQFWW Apn=Tm STOM ANO:T I'm (c-y fp44 (MOTIl1 TODAim O02 ;Et 1 1 20R0m4D QORmaOD m.00 Sam Wo" loam i atO.4aeoo 2 Nabi.fidat.DarrlapllaAi4t S 102.004m 571,400:OD 030.000.00 SLa0 110 awm 100% 1 - i5 N70.OU 3 Oftfift aOO11mUp 3 1A.OaQ00 11440400 tA60a0D 80AD 81B.0m00 100% i 090100 4 421.425AD IMAM $MOD 10.04 M21,4a6.DD 10011 I 821MIM 511 i iaYnrllKr s�wls,w t fu i arwy S 10.ev.w S73,t1 eo 10.00 :DAD SA.OE7.00 10014 a - SM.3S 50 emmmfte d Gm 1 UMM C v"Tmwhw ! 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WOOLS i99d.omis Koo !400 :081.001.10 100% 3 !41,36140 10 LWMGssMrtts S 59MLM MO000 Koo 10.00 394016.00 1DDS 3 i2Am.90 11 G000mwoaie $ 206,041.41 12al1 D"4D 1400 14011 SM 44.40 10D% 6814.40.22 12 qarriw RditeDR L w6"orr4I 9anom S 30D.Moo i70D eam $moo moo - 1800.615m 1m% : 115.(19475 13A V"Wm*rs Granth Med UaN Oa lb Oonp f Oi) S 200,674.00 3200:074.00 (120.42400) aaao 8=074.oU 1m% I SIO,m3.70 in Tap dcpmvowf," S - 1400 Sam $am 80m 0% 1 000 • 14 Fffiin C w bW SlsNat i 360.8ttQ,BP SMMLSD (116.339.11) 3MflD Sma" IOD% 3 8/:00.41 15 CorbWFbbrb a eD,e9Dm ssalaoom Somm MOD 1ma70OD f00% 1 i&oMM 16 S 69.264.40 SMZ6140 !11.364.006 imm 814,261.40 100% : 53.46122 17 a 45,291m $4999.00 :19.299.00 8400 846.291.00 100% 8 i2,264.e6 19 1pRep ftna RI,Gravel E Rano MOMS S 266.:07.00 3a60.907AO saw ELM Szosi O7.a0 100% S 518.345 35 1611 67 Fbd H%b FawY4 S .66550 SO4moum 82.0ago 40.00 767.156.00 /ODs f - 03,392.78 198 12-Fad High Fendw S 11.6229D $11.622.m ad w 00.00 111.872.901110% 03,392.78 11.872.90 1110% i 0691.15 lac S 11.9 M Mao 811,97A00 a m 911.9mm 10014 S 060830 20 Reed 6-l)mp RCA S 1560800 313.a31.m (84mm1 SOLO 7ta i0s.a0 100% 3 So" 21 Rued 1r RCII moo Saam.75 :11.90625 mm. 091,916.00 100% t i;oLi7s a 4.097.276.218 34.015,422.09 834.102.54 10.00 14.097,270.29 1 - 12xena1 0 CA 0 • c r ».�. �.��...�.n■.w.. r vr�r n �ocr ,IA17Mlung AFWUCAVTIGN ntr*1>at-R: 13 Peer 3 of 4 Cof>ial:Eor's sla�11d CMrYliaMtfMle IM MuMdl.d. APPLICATION DATE o7/z4�o3 _ In WWI&ft"bdoW,WOMMIts alta$dtld to the r Mr11Mt d,lFa TION p TO: 07/Z4M3 Us11 CdM 1 an Cmbnb 1fIwe fad"refshm"for Mn&Itsm MW Mppty 0 00 I1kCHITECT'S t'RO.IEC'Y TO: & 0 0 -� • ° E r f M 1 ti tTg1 Otsa1�7101I0iSllclrt scFFaFFt+Mt7 3f0A1tOo11r1�1ea MA1� roma % t1At SIM N[fAlMlii[ o ro• vam rNW PFAM ON IM('moo POEBRU tr oo1PLnW q illlwf �I.tCUM 1100!71` Atil QIP K.p y 04-10 (MOR IM 100AIT 22 IrYt AoeMe4 Rad DON t C t r, 23 RN 0200.011.75 89OR=.75 $42KW 4000 070(011.75 tow s _ Max" $7so00a5 413.500➢ 10{31600 OQaD $70r1100.0D 100% L _ r� 9de1In0Lanmen" IeMrovwb 800100 Is, .aa33. �� z4s LeetM55c�nMoeSottovwre Iaoo 40.40 0.(1180.➢ loa% : $111400. 0 �� 04W40 542M0D 100% fy% WdB i.rs012teaf 11.19200 >.: 2M I-nded "mwft itp WYi 1D 00 88011 525=00 'A n Pier eee0tMlef amcu taa.soLV sum MH $(6(908(0 1000 ft'�OO.OD 10.00 174 2�00 1oD% 3 N.950.00 $00.JIB.00 116.6711.00 SAO 10.00 fabst4aa 10D16 i 80.57[40 27 UWWNalrrAWwTwaehn 314000.00 »14,000.00 110.00 8110.➢ FMQ, �00 100% s somal ab 8uppyYYr aed FSatrled 5brvlar 14.00000 04.mA0 10.00 3ROa 44.00RM 100% s Moo 20 8 Elea"i TWOhm 8rtvloa 00$004.00 60:500.00 $9:20000 mm fIQ.000.ao 100% S $4400.40 30 f5AeStrtsa8 110.00 6000 40.00 371oo Woo 0% i $000 31 32 ael P1futD 1(01.500.00 1(0.500 m 10.00 10.00 imA00tOD 1mlL $ 11640.00 I6 3WW SK30M 10.00 11800 1101306.W 100% 5 Pw '� �� 34 f7+wNr6iUFrseu,.Fro..n..u.. $4110" X00 - SSr21825 � 32,000.00 36 dA ontped td FAMrelel ".00 �� $40,OD0.lO 111071 $ - mi0D 10.00 mica Koo 0% 5 OtMrtepr0laMelotllyMwr 12"454,00 $2WKW 10.00 Wo L215.764.00 100% ! 110mr.70 37 arCLDL0d ddt-CAT371 IST&W 3713.00 110.00 W.Oa sp i.OD 100765 3b d u-m-nad comped in 0867 322 41390 $2,1380➢ 30.00 $4m f2.150.0a 1009L L - 515.75 30 d�atretaerW=NPDd In FIP-CAT 950 0.511103 l;xM 3 110.00 SRO➢ uA10.116 1830% 4 - 11107.0.4 40 i14d 25 d IMagMated ouatpoet in SP•GT D7 $2A23.0D W 2500 0400. $0.00 0t5I4m taa% 0 $14475 41 d Faun H3-GT 07 $11.42500 6I.07w M,00 10.00 I71 Low A940a f00% $ 42 Lo &Ptadueft d VON-Cat 011 1661.75 8404.04 $4080.0 MAD $0.00 160.00 100% f 43 LoartlorPtodudbndVQU-CdW 1116$25 seam Woo 80.00 315824 100% f sam id0.00 44 d" , m - 0=p0d-TMffiEW 726 i1SA75.0O $15.1175.00 $0.00 $0.00 $10.117400100% i =01 aa�pataryAapheMApron 82AJO.00 1$2.10500 $MW Saco 02,IA00 100% 3 $ 46 %roMara for WW*V"Fara(% $?,09.00 53AKOD MOD 1400 AKSO 100% 414f.75 47 Teeflq d ilaars GWW for Gn Vftfiv A BPL I 391!75 312970.00 31?W800 8000 50.00 $12.1780.➢ 10011 0 i1183,54 • 40 A Cwmfty Fan ChWQW PAdW"8"3 351117T.14 804.02.14 00110 040D 554,1167.14 100% i 83;239.30 49 Md dd-dQ@=MWXWw far ITS RoW $44471.0➢ SM.M.86 118�I111.1t 3800 1/11.478.110 10D7L 5 ��77 850.8OAD Is".90 i21W.56 51 ORO0 MOD 4BA4IA4 10010 i 82A4T.20 YioteSott Coiieal Trash t3lrteion•Meals FLatea Ma $41198.0➢ 8q.eo8.00 80-00 MOD 15,588.00 10011 $ 52 rter Ingeiiton Afpu1W E"Wn DW&WW DAUM C.9.1 31.3007s 37.!00.78 10.00 8800 81,30.76 IW% 4 11434.90303.04 sa clot "g enft fu 04AUDM s4 mmm (000.00) 11400 44A -00 1O4% 11 54 eattdSorAm Graft SMAD WIIODAD $0.00000 600.40 s0.00 SBAW-00 t00% 3 $44400 55 d MaYaaDeuor RcMPJM UdNft Frapwy !/.40800 V.205= 0000.0% 1400 87.20400 100% 8 Gar f4lrr0on QMd Tmwh Vsft s TutMtes 07eD.OD 10.0➢ 00.00 0.00 10.00 64.00 0% i SUM 56 WV MMploown8 MWA**Mete 8101"UpA4.1O0.40) $0,40, (12.(00 q 40.00 axiom" 0% 3 0�34M1 dC TrawaWN 1$►ODADJ 14.00 (s/41m1 $0.00 01700.00( 0% L SM0D9 36 WlNcforMoebttc;wttalaerdt 014221501 OO OD 0i14zt6f4 $MODAR2ZtAa! a% 4314311-am!911 Britt aaM Pbr W aegis $ 041118/4 3411➢ "moo 00.00 15,113440 100% s - =am $ - MOD � 3 $84c c 0L1M774 75 [80.16171 11111.01401 34 W 81.1116 774 73 S 890.474.71 c CONTINUATION SHEET IMA DOCUMWG70S PWa as PAW o A Doa --rA APKJ ' CAE PA1f ng APPLICATION N °o Cmdmcloe s XkP i Cn►tlflnllah Is MtacMd, rs In kdw dbm bdew,amounts we ab*W to*A nu and dalbr. APPLICATION GATE: 7/Z4/62 � PEWW TO: 7/24/03 Usa COIw 100 CORO="wt*m Y 6 rO Whow far bw lW=nup apW AIi WECr3 PROA=NO: 4Z000.00 0 A I C b E Q N 1 ti el[a aF llaalt uenmll�ta IIbI1RC011Le7m aM1MLS FORK % flNAll� x ` VAM FROrMlY1011i TaliFlfalOD "mum GowttmWn"Im So MOO= (0 q iIMIiY 0t0 own mba[ w bOR ♦Ea 'P 00 I fraam2%=.m aao9 s2s20aoo aom fasa0000 10o�c sr,�9o.aosl.=Qo aD Do !1300.00 1m% 6 - $woo i1.11am aom srnaoo wox s 83830 83.250.m tam ts,2:o.m +mli a 8162.50so Bout �w kwwry of cap a 932130 sam ie221 S0 aam so=.so t00% a63,,.09 P.nob,o a 5.285.73 3D.W f'�213.75 a0 00 $5,280.75 1m% 1 32" fam aam aam am era $ - sam SO.OD a= dam am 0% f MOD MOD =m moo aam 0% i enm $0,00 am 8a80 30.00 0% 6 - tam $0.00 woo a0.m am 0% s - tam $0.00 lam lam moo 0% 6 - m0D MAD sam am soap 0% a - am 30.00 Woo aam $am 0% i - 30.00 Sam am am am 0% f - M-W m00 $9.m aam am as t - am moo sam Km am 0'% 5 Sam Mao 80.00 am $am 0% s lam $am Dom Ilam 1300 0% s am $O.m MA a0.m am 0% i - s0.m W.m tam lam 3D.00 as s - am $0.00 Saco Sam 32m 0% $ - 80.00 am IMOD am am CPA f _ lam 80.00 am Sam am No f so.m • so-00 80.00 80.00 Gam 0% t saoo 3330 Sam Mom mm 0% t 1330 s 57.70125 lam 151.10125 lam 1U.M.25 so.Do 32,315.06 4343,7522B mm M3WEL28 0 0 o r r 08/07/2003 THU 17:36 FAX 11008/011 Southold Landfill Closure Construction Costs not included in Payment Application 13 1. Fence Revairs in south east corner Approximately, $3,000.00 2. Topsoil Seed in sandpit but not used because scope was reduced by town due to budgeting concerns.Based on survey S5/cy Approximately. $5,000.00 3. Extra Truck hire for the limited time,when we were hauling on the same road as the public through the la iMfi to the 17-acre site. We have only asked for throe(3) days.This issue was addressed in a letter to you on 10-24-02 and a copy is auclosed for your review.We reserve the right to h mtvm this number L02 Iti. 11Y• Total $5,400.00 4. pommel hire:The town under the contract was to provide smened oompost and mad to produce the Vegetaflve Growth Medium(topsoll).When the town ran out of compost,we suggested using wood clops and fill fx+om the borrow pit instead. We already had planned to use a screening plant to blend the materials.Mw amount claimed covers a two-month period that we used the woodchip material to make topsoil.I have enclosed a Quote from Powerscreen to rent an g3o Trammel for$12, 000.00 per month.They do not stock this mwhipe because it is too large to have much demand for it.The 830 Trommel is the largest troanmel manufactured. I feel our claim for$5,000.00 is very reasonable as it allowed the project to move ahead without purchasing compost, Total $5,000.00 5. Insurance Extension:this charge reflects our cost to extend coverage on the project due to delays beyond our control.Some of this time includes the 125 days added in Change Order 1 because of LIPA'S delay in removing their power lines through the site. Total 59,575.00 6. DoIgy Qthis charge is only for delays beyond our control not for all the time beyond the original completion date.All this charge is for delays in 2002.We have only asked for utility,trailar and our construction superintendent costs to be recovered without a markup.We have not requested any Home Office overhead or equipment/labor related charges which normally would be part of any delay claim We recognize some inei'fiencies and delays were our own. We reserve our right to amend this amount. Total $52,544.35 08/07/2003 THU 17:38 FAX Z009/011 7. Sand Pit RcgngiM::Contract Survey indicates 66,867 CY @ S3/cy Total 2200,601.00 8. RCA-pn Cox Lane EntreaccTemporarti,Road and Pad: RCA left in place 13,800 sq ft at V deep to be billed at S10/CY materials only. 511 CY Qa S 10/CY Total $5,110.00 08/07:'2003 THU 17:38 FAX Z010/011 "lERR10ONTRACTING & MATERIOS. INC . 840 WEST MAIN STREET RIVERHEAD , SIX 11401 (631 ) 727-0170 FAX_ (631 ) 727- 0410 October 24, 2002 Thomas F. Maher, P.F. Dvirka. and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: southold Landfill Closure D&B So. 1314 Dear Mr. Maher: This letter is to provide a record of cost and delays due to continued operation by the Town of Southold within the Contract 1,f-its. As you are aware, continuous access to the Contract area has been provided to Southold Town as necessary for the waste collection center to continue full operation. This has caused Waste collection Center equipment and Southold Town Highway Department vehicles to operate in the direct path of our hauling trucks during BPL transport. The hauling trucks are often forced to travel directly behind slow moving town pay loaders and town trucks or pull aside to allow these vehicles to pass. In addition, the general public has bean directed to dispose of their waste in very close proximity to these truths. As a result, the hauling trucks have been forced to slow down and, at times, OC&A to a complete stop to allow for the safe passage of the general public. In an effort to compensate for this delay and bring production to where it needs to be, a third hauling truck has been placed in operation. We are again working in a situation not specified by the contract documents. As such, we ask that adequate time and costs be added to the contract to compensate for this situation. The contractor requests the following: 1. For each day of BPL transportation, 0.5 days be added to the Contract Time. 2. The cost of $1800.00 per day for operation of the third hauling truck be added to the Contract. Please recognize that this situations is due only to the town"s insistence on continuing its full operation during over working hours and within the contract limits. Also, please recognize that any hindrance to the travel speed of the trucks has had a direct effect on the necessary costs and time to complete the Mork. Please contact me with any questions or comments. Thank you, Timothy Howell. cc: James Buachuck Frank DeVita Igor Sikiric Z 0tM002 PW 1 of I 08/07/2003 THU 17:40 FAX [a 011/011 'Jul 30 03 03:46p SERSCREEN 6 41666 r. l PEGSON P�CIEIO NY INC. I I I !Ipr 36 RICE COURT, M®fORD,NY 11763 (6311924-2700, fax: {631) 924-1638 June 27,2 3 Te=ryera Contacting 840 Weal Main Street Riverh NY 11901 Attn: Terry Dear Mr. rmy, ThaAh fOr your recent inquiry on POWERSCREEN Rentals. We candy rent our PO BEEN 830 TPOMMEL for approxxiimdely $12,000.00 per month depending on the tt bar of months you plan to real, If wa car, of any f u*ear assistance please do not hesitate to call. We hope you find our Prices pet'dye and favor us with your budiness. Sincerely Donal Mt llally SALES'"*SERVICE"`"RENTALS aefft:Long Island. NYC&dwe Hudson Valley r • • d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net July 31, 2003 Principals Nicholas J.Bartilucci,P.E. President Henry J.Chlupsa,P.E. James Bunchuck Executive Vice President Thomas F.Maher,P.E. Town of Southold Vice President Town Hall V E C (c I 2 V Robert T.Bums,P.E. 53095 Main Road D 15 l9 LS Vice President Richard M.Walka P,p, Box 1179 Vice President Steven A.Fangmann,P.E. Southold,NY 11971 AUG — 4 Vice P—d-t Theodore S.Pytlar,Jr. - VkePreeden` Re: Southold Landfill Closure TOWN OF SOUTHOLD Senior Associates D&B 1314 DEPT.OF SOLID WASTE Anthony O.Conetta,P.E. Dennis F.Koehler,P.E. Dear Jim: Joseph H.Marturano John A.Mirando,P.E. Please find enclosed a Landfill Gas Monitoring Form which is to be used to Kenneth J.Pritchard'P.E. recordgas readings obtained as part of the Post-Closure Monitoring and Brian M.Veith,P.E. Maintenance Program. This form will be included in the M& M Manual. Associates Joseph F.Baader If you have any questions, please call me. Garrett M.Byrnes,P.E. Rudolph F.Cannavale Very ours, Joseph A.Fioraliso,P.E. Thomas P.Fox,P.G Gerald Gould,C.P.G. William D.Merklin,P.E. Michael Neuberger,P.E. Thomas F. Maher, P.E. Edward J.Reilly Vice President Charles J.Wachsmuth,P.E. TFM/tam Kenneth P.Wenz,Jr.,C.P.G. Enclosure cc: F. DeVita M. Wright 013141TFM03(A)LTR-15.doc(RO1) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. t • • SOUTHOLD LANDFILL POST-CLOSURE MONITORING AND MAINTENANCE PROGRAM LANDFILL GAS MONITORING FORM Monitoring Location % LEL CO (ppm) % 02 Monitoring Well GMW-1 GMW-2 GMW-3 GMW-4 GMW-5 GMW-6 GMW-7 GMW-8 GMW-9 GMW-10 GMW-11 GMW-12 GMW-13 GMW-14 GMW-15 Scale House Collection Center Vent 1 Vent 2 Vent 3 Vent 4 Vent 5 Vent 6 Notes: OF—Overflow—measurement above instrument range(99%LEL) OF—Underflow—measurement below instrument range(0%LEL) NA—Not accessible Monitoring Performed By: Date: Weather Conditions: Sunny ❑ Partly Sunny❑ Cloudy❑ Rain/Snow❑ Temperature: OF Wind Direction: Wind Speed: 01314/T0731301(R02) 06,'13/2M FRI 17:21 FAX I UUl:'0U1 1 PRIVILEGE AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. It may contain privileged and confidential matter. If you have received this fax in error, please notify us immediately by Dvirira Dvia collect telephone call to (516) 364-9890 and return the and original to the sender by mail_ We will reimburse you for Barkllucci postage. Do not disclose the contents to anyone. Thank-you. CONSUL rwG ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 117972015 516-364-9890 Fax: 516-364-3448 DATE: COMPANY NAME: r-- ATTENTION: FAX NO.: FROM: l SUBJECT: JOS* NO. OF PAGES •� (inclu ing cover sheet) MESSAGE: i,.s.� A, ,Ix THANK YOU: _ ♦'%IORK/Fv db-3448 06%13'2003 FRI 17:18 FAX 2001/002 Dvirka d1bo and CONSUL7ING ENGINE.RS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364.9890 a 718460-3634 a Fax:516-364-9045 e-mail: db-engPwor)dnet.att.net June 13, 2003 Principals HichC10A J.®ptiNcn,P.E. PnsnYM HWVyJ Ch1JPsa,P.E.. Mr, Robert G. 'T'ern, . En Aw Wo Awawf lrromasF.MAhnf.PE. ferry Contracting&Materials,Inc. vky ProJdxit RoWT.Gums,P.C. 840 West Main Street Vkopmr� Riverhead,NY 11901 Ri&ard M.Wska ,14 sPnutlwR Str+anA.Fangfn&nn.P.E. Re: Southold Landfill Closure m*?faefd�fM TheaeoreS.^yner.4r, D&B No. 1314 e"PM"*" 6cnw Associates Dear Mr. Ferry. knibany O.CaAeda,F.E. 6enniti F,Kwh{sr,P.E. Els a result of our telephone conversation today and most recent site inspection, Josepn H.Wumno Jahn A.Meando,F.E. the following work remains to be completed: Kenneth j.Nu:hard,R.E. Brien M.With.P.E. 1, Placement of topsoil, seeding and erosion control blanket on the north side of Recharge Basin No. 1 and placement of rip rap in this recharge Assoelstes Joseph F.BMWer basin. C, Matt M.Byrnne,PE. R400pn F.Cannarale 2. No, and placement of erosion control blanket n Recharge Basin ,Joesph A.Fiwiiiliw.R.E. 1Vo, J- Tl%ofrst P.Fax,PG Gerld Gould,C.P.G 3, Installation of-rate on the stilling basin. Wrtliam C.Merklin,A.E. WW""efJ%rear a-. 4. Cleanout cal'sill catch basins and recharge basins. Edward J.Relay Chane%J.Mah%muth,PE. j. Placement of trash racks on all catch basins Kenna.`:P.Want,Jr.,C,PS 6. Placement of concrete blocks along Recharge Basin No. 2. 7. Replacement of damaged and stubbed concrete blocks along the road to the Compost facility. 8. Drilling vent holes in groundwater monitoring well caps. 9. Completion of clearing of the existing Cox Lane Access Road. A DMS ON OF'M/ LIAM F.COSULICH ASSOCIATES,P.G. 06/13/2003 FRI 17:18 FA-1 002/002 Dvirka and Dardlucci CONSULTING ENGINEERS Mr.Robert C. Terry Page Two Terry Contracting&Materials,Inc. June 13,2003 10. Final paving of the road to the Compost Facility, Main Access Road and the road to the Borrow Pit,including curbs along the roads to the Compost Facility and BOXTOW Pit. 11. Construction of concrete aprons. 12.Completion of passive gas vent caps. 13. Regrading of the RCA roads to remove tracks and uneven surfaces. 14. Placement of bollards (or other agreed upon protective structures) around gas and groundwater monitoring wells. 15. Placement of concrete pads around the gas and groundwater monitoring wells. 16. Regrading of area around eastern drainage system Manhole#2 (?). Inspection of the landfill next week may result in additional items to be completed. Also as discussed, prior to Final Completion, all as-built drawings and a color aerial photograph of the landfill and contiguous casemcnts showing final as-built conditions shall be provided as specified in the Contract Documents. If you have any questions,please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFMltam cc: J. Banchuck,Town of Southold 1. Sikiric,NYSDEC F. DcVita,D&B M. Wright,D&B 17131 a1TFMUd t,"17i-10;�.riQ(;(kb2) Dvi rka d.. and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net Principals May 16 2003 Nicholas J.Bartiluca,P.E. President Henry J.Chlupsa,P.E. E—11-Vice President Thomas F.Maher,P.E. W10 Pnnidenr Robert T.Bums,P.E. John Romanelll VO.PM blt President Richard M.Walka Vim Pnsiderd Burts Reliable Steven A.Fangmann,P.E. P.O. Box 696 Vic.Pr.M.W Theodore S.Pytlar,Jr. Southold,NY, 11971 Vice Preslderd Senior Associates Re: Southold Landfill Closure Anthony o.Coneta,RE. D&B No. 1314 Dennis F.Koehler,P.E. Joseph H.Marturano Dear John: John A.Mirendo,P.E. Kenneth J.Pritchard,P.E. Brian M.Veit,,P.E. As discussed at our meeting on May 9, please find enclosed a draft letter to Bob F.Baader Terry that presents the Town's position on construction costs presented by Terry Joseph F "phates Contracting& Materials(TC&M)to date, as well as completion of the project and Garret M.Byrnes,P.E. potential assessment of liquidated damages, for your consideration. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. In discussion with Bob this week, he indicated that his attorney has recommended Thomas P.Fox.RG that he not sign Change Order 13, because of the Town's deletion of the borrow Gerald Gould,C.P.G pit regrading from the project. However, Bob indicated that he is considering William D.Merklin,P.E. signing the change order, but taking exception to the deletion of the borrow pit Michael Neuberger,P.E. work. Edward J.Reilly Charles J.Wachsmuth,P.E. Since I have stated in previous correspondence to Bob that his next payment Kenneth P.Wenz,Jr.,C.P.G application will not be reviewed until Change Order 13 is signed by him, perhaps Greg Yakaboski should be requested to review this position. Also, it should be noted that Bob took strong exception to any assessment of liquidated damages (as expected). A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Dvirka and Bartiluccile 0 CONSULTING ENGINEERS John Romanelli, President Page Two Burts Reliable May 16, 2003 If you or Jim have any questions or comments,please do not hesitate to call me. Very truly yours, Thomas F. Maher,P.E. TFM/tam Vice President Enclosure cc/enc: - Town of Southold' 01314\TFM TR-94.DOC(ROl) p [ � E E -10 MAY 2 0 2005 TOWN OF SOUTHOLD DEPT. OF SOLID WASTE l • DRAFT May_, 2003 Robert G. Terry President Terry Contracting&Materials,Inc. 840 West Main Street Riverhead,NY 11901 Re: Southold Landfill Closure Dear Mr. Terry: A meeting was held on Friday, May 9, 2003, to review construction costs related to closure of the Southold Landfill. According to Tom Maher, the amount billed by Terry Contracting & Materials, Inc. (TC&M)to date (through Payment Application No. 11), is $4,058,490.15 and the amount remaining to be billed to complete the project, based on Change Order No. 13 which has been provided to you, is $1,085,990.71, for a total cost of$5,144,480.86. This does not include $44,000 for paving of the main access road, which will be included in the final change order for the project. Therefore, the final closure construction cost will be $5,188,480.86, plus or minus minor adjustment. During the meeting, it was brought to the Town's attention that you indicated in a fax transmittal to Mr. Maher, dated April 4, 2003, that there are additional costs which you are intending to charge the Town. These being the following: 1- Limited extended general conditions $52,544.35 2- Insurance extension 9,575.00 3- Survey Extra 70,000.00 4- Extra truck hire due to Town use of landfill 5,400.00 access road during access road construction 5- Extra for rebar in headwall 7,800.00 We understand from Mr. Maher that the "survey extra" cost has been resolved in the amount of $58,943.90 and that the "extra for rebar in headwall"has been addressed approving an extra cost of$1,716. • Robert G. Terry,President Page Two Terry Contracting& Materials, Inc. May_, 2003 With regard to "limited extended general conditions" and "insurance extension," the Town has determined that there is no justification for these costs. Change Order No. 11, which granted TC&M its requested extension in the dates of substantial and final completion to November 1, 2002, and December 1, 2002, respectively, was a No Cost Time Extension, to which you agreed by signing the change order. With regard to "extra truck hire due to Town use of landfill access road during access road construction,"the Town has determined that there is no justification for this cost, since the use of equipment for the performance of work is at the discretion of TC&M. This cost was never approved by the Town. It also was brought to the attention of the Town, that TC&M is requesting $5,000 additional payment for use of a trommel in preparation of topsoil. Again, the Town has determined that there is no justification for this cost, since the use of this equipment was at the discretion of TC&M. With regard to completion of the project, the Town fully expects that the project will be entirely complete by May 31, 2003. It is the Town's understanding that this has been discussed at numerous progress meetings to which you have agreed. Therefore, My time after May 31 to complete the work will incur liquidated damages in the amount of$1,000 per day. This decision regarding time after May 31, 2003, does not limit the Town's right to seek liquidated damages for time beyond the contract date for substantial completion of November 1,2002. If you have any questions,please call me. Very truly yours, John Romanelli Councilman TFM/tam Town of Southold cc: Joshua Horton, Supervisor Louisa Evans, Councilwoman William Moore, Councilman Craig Richter, Councilman Thomas Wickham, Councilman James Bunchuck, Solid Waste Coordinator Thomas Maher, D&B 01314\TFM05163-JR(R02) Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 e 718-460-3634 Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net April 10,,2003 Principals Nicholas J.Bartilucci,P.E. President James Bunchuck D Henry J.Chlupsa,P.E. Solid Waste Coordinator Executive Vice President Thomas F.Maher,P.E. Town of Southold Vice Precedent Robert T.Bums,P.E. 53095 Main Road APR Vice President Southold,NY 11971 Richard M.Walka Vice President Steven Fangma" P.E. Re: Southold Landfill Closure pEP>� V � ice Presiddent Theodore S.Pytlar,Jr. D&B No. 1314 Vic.President Senior Associates Dear Mr. Bunchuck: Anthony O.Conetta,P.E. Dennis Koehler,F.KoeeP.E. Joseph F. Mhler, o For our meeting with John Romanelli and John Cushman, please find enclosed the John A.Mirando,P.E. following: Kenneth J.Pritchard,P.E. Brian M.Veith,P.E. 1. Updated Draft Change Order No. 13 Associates 2, Estimated Closure Construction Costs Remaining To Be Billed Joseph F.Baader Garrett M.Byrnes,P.E. Rudolph F.Cannavale 3. Closure Construction Cost Summary. Joseph A.Fioraliso,P.E. Thomas P.Fox,RG Note that items 1 and 2 do not include "Work Still To Be Performed" and "Other Gerald Gould,C.P.G Items Claimed by Bob Terry"described in Item 3. William D.Merklin,P.E. Michael Neuberger,P.E. If you have any questions or require additional information, please do not hesitate Edward J.Reilly to call me. Charles J.Wachsmuth,P.E. Kenneth R Wenz,Jr.,C.P.G Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam Enclosures 0 1314frFM03LTR.doc-85 A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. - DRAFT - CHANGE ORDER (Revised April 9,2003) No. 13 DATE OF ISSUANCE EFFECTIVE DATE OWNER Town of Southold CONTRACTOR Terry Contracting and Materials,Inc. Contract: General Construction Project: Southold Landfill Closure OWNER's Contract No. 2000 ENGINEER's Contract No. 1314 ENGINEER Dvirka and Bartilucci Consulting Engineers You are directed to make the following changes in the Contract Documents: Description: See Attachment Reason for Change Order: See Attachment Attachments(List documents supporting change.): CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times: $ 5,216,366.50 Substantial Completion: 270 days Final Completion: 300 days Net Increase(Decrease)from previous Change Orders Net change from previous Change Orders No. 1 to 12 No. 2 to 12 Substantial Completion: 246 days $ 317,939.00 Final Completion: 246 days Contract Price prior to this Change Order: Contract Times prior to this Change Order: $ 5,534,305.50 Substantial Completion: 516 days Final Completion: 546 days Net increase of this Change Order: Net increase this Change Order: $ (410,636.87) Substantial Completion: 0 days Final Completion: 0 days Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: $ 5,123,668.63 Substantial Completion: 516 Final Completion: 546 RECOMMENDED: APPROVED: ACCEPTED: Dvirka and Bartilucci Consulting Engineers Town of Southold Terry Contracting and Materials,Inc. by: by: by: Thomas F.Maher,Vice President James Bunchuck,Solid Waste Coordinator Robert G.Terry,President Date: Date: Date: ♦1314\F0401302.DOC(RO 1) - i • ATTACHMENT—CHANGE ORDER NO. 13 (Revised April 9,2003) Value Description Reason for Change Order of Chante Decrease Bid Item 3—Clearing and Reduction in area cleared and grubbed ($45,600.00) Grubbing from 50 acres to 12 acres Increase Bid Item 4—Unclassified Increase in quantity from 74,000 cy to $51,425.00 Excavation&Relandfilling 84,285 cy due to changes in grading plan Increase Bid Item 5A—Removal& Increase in quantity from 2,000 cy to $67.60 Relandfilling of Buried Waste-Waste 2,010 cy due to increase in waste Excavation Area 1 Increase Bid Item 5B—Excavation of Increase in quantity from 2,200 cy to $1,104.00 Gas Migration Control Trenches 2,600 cy due to increase in trench length Add Bid Item 5D—Waste Excavation Removal of 7,138 cy of waste beyond $48,395.00 Area 2(Provided for in Change Order cap limit and backfill No. 4 With No Increase in Contract Price) Add Bid Item 5E—Waste Excavation Removal of cy of waste $49,726.55 Area 3 (Provided for In Change Order beyond cap limit and backfill No. 4 With No Increase in Contract Price) Add Bid Item 5F—Waste Excavation Removal of cy of waste $2,678.10 Area 4 beyond cap limit and backfill Add Bid Item 5G—Waste Excavation Removal of cy of waste $943.78 Area 5 beyond cap limit and backfill Increase Bid Item 6—Contour Grading Increase in quantity from 36,000 cy to $224,307.00 Material,General Fill&Daily Cover 110,769 cy due to changes in grading from On-Site Sources plans, mixing sand with yard waste and C&D material, and settlement Delete Bid Item 7—Geotextile—Type Not required due to similar material ($332,000.00) 1 (Provided for in Change Order No. 5 used for subgrade surface and gas With No Decrease in Contract Price) venting layer Increase Bid Item 8—Gas Venting Increase in quantity from 56,000 cy to $4,101.00 Layer from On-Site Sources 57,367 cy due to increase in geomembrane area 0 13141r0401301(R07) 1 ATTACHMENT—CHANGE ORDER NO. 13 (continued) Value Description Reason for Change Order of Change Increase Bid Item 9—60 Mil Textured Increase in quantity from 166,000 sy to $31,481.16 HDPE Geomembrane 172,101 sy due to increase in waste surface area Increase Bid Item 10—Landfill Gas Increase in quantity from 39 vents to $11,840.00 Vents(Provided for in Change Order 49 vents due to use of loam for contour No. 6 With No Increase in Contract grading material and additional gas Price) venting capacity Increase Bid Item 11 - Geocomposite Increase in quantity from 39,000 sy to $124,244.40 61,000 sy due to error in contract quantity and additional 7,582 sy (Chenango letter 2/28/03)for increased slopes on eastern portion of landfill Increase Bid Item 12—Barrier Increase in quantity from 56,000 cy to $20,950.00 Protection Layer from On-Site Sources 57,367 cy due to increase in geomembrane area, and additional 2,823 cy for increase of 1 foot thickness under roads Increase Bid Item 13A—Vegetative Increase in quantity from 20,000 cy to $88,494.00 Growth Medium Using On-Site 32,642 cy due to manufacture of all Compost& On-Site Sand from Borrow topsoil on-site Area Delete Bid Item 13B—Contingency Manufacture of all topsoil using on- ($248,400.00) Topsoil from Approved Off-Site site source material and deletion of Sources topsoil in Borrow Area Decrease Bid Item 14—Erosion Deletion of seeding in Borrow Area ($76,392.00) Control Blanket Decrease Bid Item 16-Hydroseeding Deletion of seeding in Borrow Area ($18,551.00) Decrease Bid Item 17-Landscaping Deletion of plantings on the landfill ($27,208.00) cap Decrease Bid Item 18—Rip Rap, Stone Reduction of erosion control material ($2,856.00) Fill,Gravel&Reno Mattress in southeast quadrant drainage system Decrease Bid Item 19A—6-Foot High Decrease in the length of fencing from ($28,050.00) Fencing 6,030 feet to 4,534 feet Decrease Bid Item 19B—Foot High Decrease in the length of fencing from ($17,962.63) Fencing 800 feet to 345.25 feet 01314/1'0401301(R05) 2 ATTACHMENT—CHANGE ORDER NO. 13 (continued) Value Description Reason for Change Order of Chance Increase Bid Item 19C—Gates Increase number of gates from 2 to 4 $5,976.00 Decrease Bid Item 20—Maintenance Decrease in area of roads from 2,600 ($1,584.00) Roads- 6" Deep RCA sy to 2,336 sy Decrease Bid Item 21 —Maintenance Increase in area of roads from 4,100 sy $13,133.75 Roads- 12" Deep RCA(Provided for to 5,601 sy in Change Order No. 7 With No Increase in Contract Price) Decrease Bid Item 22—Main Access Decrease in area of road from 6,500 sy ($177,650.00) Road(Provided for in Change Order to 2,320 sy No. 7 With No Decrease in Contract Price) Decrease Bid Item 24A—Abandon Decrease in the length of wells ($13,500.00) Existing Landfill Gas Monitoring abandoned from 260 feet to 35 feet Wells Decrease Bid Item 24B—New Landfill Decrease in the length of wells ($760.00) Gas Monitoring Wells constructed from 570 feet to 560 feet Decrease Bid Item 25A—Abandon Decrease in the length of wells ($36,160.00) Existing Groundwater Monitoring abandoned from 980 feet to 377 feet Wells Decrease Bid Item 28—Water Supply Town contracted directly for ($38,000.00) Well and Electrical Service construction of the water supply well Delete Bid Item 30—Sand Pit Town will perform this work ($219,000.00) Regrading Add Bid Item 32—Test Pitting Required to delineate/confirm limits of $10,800.00 (Provided for in Change Order No. 2 waste With No Increase in Contract Price) Add Bid Item 33 —Waste Import Required to handle C&D material after ($10,615.00) (Provided for in Change Order No. 3 at completion of baseline topographic an Increase of$75,000.00 in Contract survey—actual cost$64,385.00 Price) Deletion of Bid Item 35—Spreading of Not part of landfill closure project.— ($21,000.00) Greenport Pond Material(Provided for charged to the Town separately in Change Order No. 9 With an Increase of$21,000.00 in Contract Price) 0 1314/r0401301(R05) 3 ATTACHMENT—CHANGE ORDER NO. 13(continued) Value Description Reason for Change Order of Change Add Bid Item—Handling of C&D Required to handle C&D material as $375.00 Material—CAT 322 grading material Add Bid Item—Consolidation of Required to consolidate compost to $2,156.00 Unscreened Compost in Borrow Pit— manufacture topsoil CAT 322 Add Bid Item—Consolidation of Required to consolidate compost to $2,965.63 Unscreened Compost in Borrow Pit— manufacture topsoil CAT 980 Add Bid Item—Consolidation of Required to consolidate compost to $2,925.00 Unscreened Compost in Borrow Pit— manufacture topsoil CAT D7 Add Bid Item—Grading of Eastern Required to complete grading of the $11,025.00 Hill—CAT D7 eastern portion of the landfill Add Bid Item—Separate Loam for Required to separate loam to $400.00 Production of Vegetative Growth manufacture topsoil Medium—CAT D6 Add Bid Item—Separate Loam for Required to separate loam to $656.25 Production of Vegetative Growth manufacture topsoil Medium—CAT 322 Add Bid Item—Screening of Required to screen compost to $15,675.00 Unscreened Compost—Trommel 725 manufacture topsoil Add Bid Item—Temporary Asphalt Required to access temporary road to $2,835.00 Apron the Compost Facility Add Bid Item—Surcharge for Black Required for fencing adjacent to $3,995.00 Vinyl Fencing residential property Add Bid Item—Testing of 17-Acre Required for new source of material $12,970.00 Sand for Gas Venting&Barrier from Compost Facility Protection Layer Add Bid Item—Enlargement& Required to handle additional flow $64,667.14 Construction Changes to Recharge from southeastern drainage diversion Basin 3 system Add Bid Item—Segmented Installation Required to provide access to Compost $31,761.69 of Geomembrane for 17-Acre Road Facility during construction of the cap 01314/T0401301(R05) 4 ATTACHMENT—CHANGE ORDER NO. 13 (continued) Value Description Reason for Change Order of Chance Add Bid Item—Additional Surveying Required due to changes in the project $58,943.90 Add Bid Item—Gas Migration Control Required to provide continuous gas $8,698.00 Trench Extension in Area of Scale migration control trench in the vicinity House of the scale house Add Bid Item—Liner Installation Required due to addition of catch basin $1,300.78 Around Eastern Drainage System Catch Basin 1 Add Bid Item—Final Grading of Required due to no payment item in ? Recharge Basins 1 &2 the contract for this work Add Bid Item—Transition Area Required to grade edge of cap to ? Grading preconstruction grade at landfill property boundary Add Bid Item—Relocation of Required to grade area between the ? Maintenance Road Along McBride road and landfill property line Property Elimination of Waterproofing Elimination of waterproofing due to ($2,100.00) Manholes Along Southwestern location of manholes outside the cap Drainage system Elimination of Truck Stand Elimination of truck stand due to ($700.00) agreement on truck volumes Delete Bid Item 37—Asphalt Curb Part of construction of Compost ($3,575.00) Along Pavement Road to Compost Facility to be charged to Compost Facility(Provided for in Change Order Facility No. 12 With an Increase of$3,575.00 in Contract Price) ($410,636.87) 0 13141r0401301(R05) 5 ESTIMATED CLOSURE CONSTRUCTION COSTS REMAINING TO BE BILLED (Revised April 9, 2003) Contract/ Claimed by TC&M Item Scheduled as of Appl.No.11 D&B Determined D&B Estimate to Remaining No. Description of Work Value (%Complete) Completed Work Complete Work To Be Billed 1 Pre-Mobilization 208,000.00 208,000.00(100%) 208,000.00(1000/.) 208,000.00 0 2 Mobililization,Maintenance& 102,000.00 71,400.00(70%) 71,400.00(70%) 102,000.00 30,600.00 Demobilization 3 Clearing&Grubbing 60,000.00 14,400.00(24%) 14,400.00(100%) 14,400.00 0 4 Unclassified Excavavation&Relandfilling 370,000.00 324,750.00(88%) 421,425.00(100%) 421,425.00 96,675.00 5A Removal&Relandfilling of Buried 13,560.00 13,627.60(100%) 13,627.60(100%) 13,627.60 0 Waste-Waste Excavation Area 1 5B Excavation of Gas Migration Control 6,072.00 7,176.00(100%) 7,176.00(100%) 7,176.00 0 Trenches 5C Removal&Relandfilling of Buried 9,000.00 9,000.00(100%) 9,000.00(100%) 9,000.00 0 Waste—Waste Excavation Area 2 5D Waste Excavation Area 2 - 48,395.00(100%) 48,395.00(100%) 48,395.00 0 5E Waste Excavation Area 3 - 49,726.55(100%) 49,726.55(100%) 49,726.55 0 5F Waste Excavation Area 4 - 2,678.10(100%) 2,678.10(100%) 2,678.10 0 5G Waste Excavation Area 5 - 943.78((100%) 943.78(100%) 943.78 0 6 Contour Grading Material, General Fill & 108,000.00 332,307.00(100%) 332,307.00(100%) 332,307.00 0 Daily Cover from On-site Sources 7 Geotextile-Type 1 332,000.00 0(0%) 0(100%) 0 0 8 Gas Venting Layer from On-Site 168,000.00 168,000.00(100%) 172,101.00(100%) 172,101.00 4,101.00 9 60 Mil Textured HDPE Geomembrane 856,560.00 856,560.00(100%) 888,041.16(100%) 888,041.16 31,481.16 10 Landfill Gas Vents 46,176.00 58,016.00(100%) 58,016.00(100%) 58,016.00 0 11 Geocomposite 163,800.00 256,200.00(100%) 288,044.40(100%) 288,044.40 31,844.40 12 Barrier Protection Layer from On-site 280,000.00 280,000.00(100%) 300,950.00(100%) 300,950.00 20,950.00 Sources 13A Vegetative Growth Medium Using On-site 140,000.00 113,029.00(81%) 88,494.00(40%) 228,494.00 115,465.00 Compost&On-site Sand from Borrow Area 13B Contingency Topsoil from Approved Off- 248,400.00 0(0%) 0(100-/o) 0 0 site Sources 14 Erosion Control Blanket 453,600.00 136,002.54(30%) 133,608.30(35%) 377,208.00 241,205.46 15 Erosion Control Fabric 60,000.00 39,148.35(65%) 60,000.00(100%) 60,000.00 20,851.65 16 Hydroseeding 90,400.00 22,894.40(25%) 25,449.20(35%) 71,849.00 48,954.60 17 Landscaping 53,200.00 12,141.00(23%) 12,141.00(47%) 25,992.00 13,851.00 01314/T0403302(R05) 1 Contract/ Claimed by TC&M Item Scheduled as of Appl.No.11 D&B Determined D&B Estimate to Remaining No. Description of Work Value (%Complete) Completed Work Complete Work To Be Billed 18 Rip Rap,Stone Fill,Gravel&Reno 269,763.00 233,739.85(87%) 233,739.85(870/.) 266,907.00 33,167.15 Mattresses 19A I 6-Foot High Fencing 113,062.50 40,885.00(36%) 40,885.00(48%) 85,012.50 44,127.50 19B 12-Foot High Fencing 31,600.00 11,622.90(37%) 11,622.90(85%) 13,637.38 2,014.48 19C Gates 6,000.00 0(00/0) 0(0%) 11,976.00 11,976.00 20 Maintenance Roads-6"Deep RCA 15,600.00 7,146.00(46%) 14,016.00(100%) 14,016.00 6,870.00 21 Maintenance Roads- 12"Deep RCA 35,875.00 35,875.00(100%) 49,008.75(100%) 49,008.75 13,133.75 22 Main Access Road 276,250.00 202,227.75(73%) 98,600.00(100%) 98,600.00 (103,627.75) 23 Guide Rail 78,000.00 13,650.00(18%) 13,650.00(18%)? 78,000.00 64,350.00 24A Abandon Existing Landfill Gas 15,600.00 2,100.00(14%) 2,100.00(100%) 2,100.00 0 Monitoring Wells 24B New Landfill Gas Monitoring Wells 43,320.00 8,025.60(19%) 42,560.00(100%) 42,560.00 34,534.40 25A Abandon Existing Groundwater 58,800.00 22,640.00(39%) 22,640.00(100%) 22,640.00 0 Monitoring Wells 25B New Groundwater Monitoring Wells 25,200.00 0(0-/.) 25,200.00(100%) 25,200.00 25,200.00 26 Drain Pipe Inlet/Outlet Structures, Stilling 65,528.00 65,528.00(100%) 65,528.00(100%) 65,528.00 0 Basins&Manholes 27 Swale Underdrains & Anchor Trench 60,000.00 60,000.00(1000/6) 60,000.00(100%) 60,000.00 0 Drains 28 Water Supply Well and Electrical 42,000.00 4,000.00(100%) 4,000.00(100%) 4,000.00 0 Service 29 Siren&Electrical&Telephone Service 92,000.00 0(0-/.) 0(0%) 92,000.00 92,000.00 30 Sand Pit Regrading 219,000.00 0(0%) 0(1000/0) 0 0 31 32 Test Pitting - 10,800.00(1000%) 10,800.00(100%) 10,800.00 0 33 Waste Import C.O.3 64,385.00(100%) 64,385.00(100%) 64,385.00 0 (75,000.00) 34 Screening 17-Acre Material/Stone for Gas - 0(0%) 0(0%) 0 0 Trenches 35 Spreading of Greenport Pond Material - 0(0%) 0(00/0) 0 0 36 Southeastern Drainage Diversion System C.O. 10 208,461.60(95%) 208,461.60(95%) 218,354.00 9,892.40 Handling of C&D Materials-CAT 322 - 375.00(100%) 375.00(100°/x) 375.00 0 Consolidation of Unscreened Compost in - 2,156.25(100%) 2,156.00(100%) 2,156.00 0 Borrow Pit-CAT 322 Consolidation of Unscreened Compost in - 2,965.63(100%) 2,965.63(100%) 2,965.63 0 Borrow Pit-CAT 980 Consolidation of Unscreened Compost in - 2,925.00(100%) 2,925.00(100%) 2,925.00 0 Borrow Pit-CAT D7 Grading of Eastern Hill-CAT D7 - 11,025.00(100°/x) 11,025.00(100%) 11,025.00 0 0 1314/T0403302(R05) 2 Contract/ Claimed by TC&M Item Scheduled as of Appl.No.11 D&B Determined D&B Estimate to Remaining No. Description of Work Value (%Complete) Completed Work Complete Work To Be Billed Separate Loam for Production of - 400.00(100%) 400.00(100%) 400.00 0 Vegetative Growth Medium-CAT D6 Separate Loam for Production of - 656.25(1000/.) 656.25(100%) 656.25 0 Vegetative Growth Medium-CAT 322 Screening of Unscreened Compost- - 15,675.00(100%) 15,675.00(100%) 15,675.00 0 Trommel 725 Temporary Asphalt Apron - 2,835.00(100%) 2,835.00(100%) 2,835.00 0 Surcharge for Black Vinyl Fencing - 3,995.00(100%) 3,995.00(100%) 3,995.00 0 Testing of 17-Acre Sand for Gas Venting& - 12,970.00(100%) 12,970.00 12,970.00 Barrier Protection Layer Enlargement & Construction Changes to - 64,667.14(100%) 64,667.14 64,667.14 Recharge Basin 3 Segmented Installation of Geomembrane - 31,761.69(100%) 31,761.69 31,761.69 for 17-Acre Road Additional Surveying - 58,943.90(100%) 58,943.90 58,943.90 Final Grading of Recharge Basins 1 &2 - ? Transition Area Grading - ? Gas Migration Control Trench Extension in - 8,698.00 8,698.00 8,698.00 Area of Scale House Relocation of Road Along McBride - ? Property Liner Installation Around Eastern Drainage - 1,300.75(100%) 1,300.78 1,300.78 System Catch Basin 1 Elimination of Waterproofing Manholes - (2,100.00)(100°/x) (2,100.00) (2,100.00) Along Southwestern Drainage System Elimination of Truck Stand - (700.00)(100%) (700.00) (700.00) 5,216,366.50 4,270,541.20 1,065,158.71 0 1314/T0403302(R05) 3 CLOSURE CONSTRUCTION COST SUMMARY AS OF APRIL 9,2003 Change Order No. 12 $5,534,305.50 Draft Change order No. 13 (410,636.87) New Contract Value $5,123,668.63 Original Contract Value $5,216,366.50 New Contract Value 5,123,668.63 Remaining $ 92,697.87 Billed as of Payment Application No. 11 $4,058,490.15 To Be Billed as of 4/9/03 Based on Work To Be Completed and Draft Change Order No. 13 1,065,158.71 Total To Be Billed $5,123,648.86 Work Still To Be Performed Final Grading of Recharge Basins 1 & 2 —$ 6,800 Transition Area Grading — 5,500 Relocation of Road Along McBride Property 7,500 $19,800 Other Items Claimed by Bob Terry Extended Time for On-Site Superintendent, Utilities and Services (7/1/02— 12/31/02) $52,544.35 Insurance Extension 9,575.00 Extra Truck Hire Due to Town Use of Landfill 5,400.00 Access Road During Construction Extra Rebar in Recharge Basin No. 3 Headwall — 7,500.00 Trommel for Manufacture of Topsoil 5,000.00 $80,019.00 0 1314/T0410301(R02) Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 a 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@woddnet.att.net February 12, 2003 Principals Nicholas J.Bartilucci,P.E. AV340 M Henry J.Chlupsa,P.E. James ames Bunchuck Exec-M Vice PM*W--t Thomas F.Maher,P.E. Solid Waste Coordinator Robert T.Bums,P.E. Town of Southold vic.P,...I.W 53095 Main Road Richard M.Walka vice Prsaid.nt Southold, NY 11971 Steven A.Fangmann,P.E. Vice Prsmd.nt Theodore S.Pydar,Jr. Re: Southold Landfill Closure Vic.Pr1.8 M D&B No. 1314 sanlor Assoclatss Anthony O.Conetta,P.E. Dear Mr. Bunchuck: Dennis F.Koehler,P.E. Joseph H.Marturano John A.Miranda,P.E. Please find enclosed cost information which provides the contract bid item costs, Kenneth J.Pritchard.P.E. changes to the bid items and costs, and actual and anticipated costs to complete Man M.Veith,P.E. the project. The changes include changes in bid item quantities, and additions and deletions of bid/payment items. This information is based on costs provided in J Assoclat Terry Contracting & Materials' (TC&M), most recent payment application (No. Garret M.Byrnes,P.E. 11), additional information provided by Bob Terry and our own estimates. Rudolph F.Cannavale Joseph A.Fioraliso,P.E. Based on the above information, our current estimate to complete the project is Thomas P.Fox,RG. $5,196,275, which is less than the contract bid amount of $5,216,366. The Gerald Gould,C.P.G. amount of $5,196,815 includes topsoil for the transition areas (which the Town William D.Merklin,P.E. may perform), construction of a retaining wall along the McBride property (which Michael Neuberger,P.E. may not be constructed) and payment up to the contract bid amount for liner, gas Edward J.Reilly venting layer (GVL) and barrier protection layer (BPL). It does not include Charles J.wachsmuth,P.E. regrading of the Borrow Pit ($219,000) and possible additional costs for power to Kenneth P.Wenz,Jr.,C.P.G the compost facility, which should be compost facility costs. If TC&M's requested payment for liner, GVL and BPL are included, the total project cost would be $5,277,637, which is about $61,000 greater than the contract bid amount. These estimates obviously do not include any costs which have not been claimed by Bob Terry to date. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, P.C. Of Dvirka and Bartilucci CONSULTING ENGINEERS James Bunchuck Page Two Solid Waste Coordinator Town of Southold February 12, 2003 We can discuss this further after our progress meeting on February 14. In the interim, if you have any questions, please do not hesitate to contact me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam Enclosures cc: J. Bunchuck, Town of Southold 0 1314\TFM03LTR.DOC-38(R02) TABLE Contract/ Claimed by TC&M Item Scheduled Change Order as of Appl.No.11 D&B Determined D&B Estimate to No. Description of Work Value Amount (%Complete) Completed Work Complete Work 1 Pre-Mobilization $208,000.00 - 208,000.00(100%) 208,000.00(1000%) 208,000.00 2 Mobililization,Maintenance& 102,000.00 - 71,400.00(70%) 71,400.00(70%) 102,000.00 Demobilization 3 Clearing&Grubbing 60,000.00 - 14,400.00(24%) 14,400.00(1000/.) 14,400.00 4 Unclassified Excavavation&Relandfilling 370,000.00 - 324,750.00(88%) 421,425.00(100%) 421,425.00 5A Removal&Relandfilling of Buried 13,560.00 - 13,627.60(1000%) 13,627.60(100°/x) 13,627.60 Waste-Waste Excavation Area I 5B Excavation of Gas Migration Control 6,072.00 - 7,176.00(100%) 7,176.00(1000/6) 7,176.00 Trenches 5C Removal&Relandfilling of Buried 9,000.00 9,000.00 9,000.00(100%) 9,000.00(1000%) 9,000.00 Waste—Waste Excavation Area 2 5D Waste Excavation Area 2 - 48,395.00(CO-4) 48,395.00(1001/6) 48,395.00(1000%) 48,395.00 5E Waste Excavation Area 3 - 49,727.00(CO-4) 49,726.55(100%) 49,726.55(1001/1.) 49,726.55 5F Waste Excavation Area 4 - - 2,678.10(100%) 2,678.10(100%) 2,678.10 5G Waste Excavation Area 5 - - 943.78((100%) 943.78(100°/x) 943.78 6 Contour Grading Material, General Fill & 108,000.00 - 332,307.00(100%) ? 332,307.00? Daily Cover from On-site Sources 7 Geotextile-Type 1 332,000.00 (332,000.00)(CO-5) 0(00/0) 0(1000/.) 0 8 Gas Venting Layer from On-Site 168,000.00 - 168,000.00(100%) 166,302.00(100%) ? 9 60 Mil Textured HDPE Geomembrane 856,560.00 - 856,560.00(100%) 858,113.16(1000%) ? 10 Landfill Gas Vents 46,176.00 11,840.00(CO-6) 58,016.00(100%) 58,016.00(100%) 58,016.00 11 Geocomposite 163,800.00 - 256,200.00(100%) 302,164.80? 302,164.80? 12 Barrier Protection Layer from On-site 280,000.00 - 280,000.00(1000%) 277,170.00(1000%) ? Sources 13A Vegetative Growth Medium Using On-site 140,000.00 - 113,029.00(81%) 88,494.00(401/16) 228,494.00 Compost&On-site Sand from Borrow Area 13B Contingency Topsoil from Approved Off- 248,400.00 - 0(00/0) 0(1000/0) 0 site Sources 14 Erosion Control Blanket 453,600.00 - 136,002.54(30%) 133,608.30(35%) 377,208.00 15 Erosion Control Fabric 60,000.00 - 39,148.35(65%) 60,000.00? 60,000.00? 16 Hydroseeding 90,400.00 - 22,894.40(25%) 25,449.20(35%) 71,849.00 1 Landscaping 53,200.00 - 12,141.00(23%) 12,141.00(47%)? 25,992.00 01314fr0123301(R04) 1 Contract/ Claimed by TC&M Item Scheduled Change Order as of Appl.No. 11 D&B Determined D&B Estimate to No. Description of Work Value Amount (%Complete) Completed Work Complete Work 18 Rip Rap,Stone Fill,Gravel&Reno 269,763.00 - 233,739.85(87%) 233,739.85(870/6)? 269,763.00 Mattresses 19A 6-Foot High Fencing 113,062.50 - 40,885.00(369/6) 40,885.00(48%)? 85,022.50 19B 12-Foot High Fencing 31,600.00 - 11,622.90(37%) 11,622.90(850/6)? 13,637.40 19C Gates 6,000.00 - 0(00/0) 0(00/.) 3,000.00 20 Maintenance Roads-6 Deep RCA 15,600.00 - 7,146.00(460/6) 14,016.00(100%) 14,016.00 21 Maintenance Roads- 12 Deep RCA 35,875.00 38,764.00(CO-7) 35,875.00(100%) 49,008.75(100%) 49,008.75 22 Main Access Road 276,250.00 144,500.00(CO-7) 202,227.75(73%) 98,600.00(100%) 98,000.00 23 Guide Rail 78,000.00 - 13,650.00(18%) 13,650.00(18%)? 78,000.00 24A Abandon Existing Landfill Gas 15,600.00 - 2,100.00(14%) 2,100.00(100%) 2,100.00 Monitoring Wells 24B New Landfill Gas Monitoring Wells 43,320.00 - 8,025.60(191/6) 42,560.00(100%) 42,560.00 25A Abandon Existing Groundwater 58,800.00 - 22,640.00(39%) 22,640.00(100%) 22,640.00 Monitoring Wells 25B New Groundwater Monitoring Wells 25,200.00 - 0(00/0) 25,200.00(1001/6) 25,200.00 26 Drain Pipe Inlet/Outlet Structures, Stilling 65,528.00 - 65,528.00(1000/6) 65,528.00(100%) 65,528.00 Basins&Manholes 27 Swale Underdrains & Anchor Trench 60,000.00 - 60,000.00(100%) 60,000.00(100%) 60,000.00 Drains 28 Water Supply Well and Electrical 42,000.00 - 4,000.00(100%) 4,000.00(100%) 4,000.00 Service 29 Siren&Electrical&Telephone Service 92,000.00 - 0(0-/o) 0(00/0) 92,000.00 30 Sand Pit Regrading 219,000.00 - 0(00/0) 0(1000/0) 0 31 32 Test Pitting - 10,800.00(CO-2) 10,800.00(1000/0) 10,800.00(1000/0) 10,800.00 33 Waste Import - 64,375.00(CO-3) 64,385.00(1000%) 64,385.00(100%) 64,385.00 • 34 Screening 17-Acre Material/Stone for Gas - 40,000.00(CO-8) 0(00/0) 0(00/0) 0 Trenches 35 Spreading of Greenport Pond Material - 21,000.00(CO-9) 0(00/0) 0(0%) 0 36 Southeastern Drainage Diversion System - 218,354.00(CO-10) 208,461.60(95%) 208,461.60(95%)? 218,354.00 Handling of C&D Materials-CAT 322 - - 375.00(1000%) 375.00(100%) 375.00 Consolidation of Unscreened Compost in - - 2,156.25(100%) 2,156.00(100%) 2,156.00 Borrow Pit-CAT 322 Consolidation of Unscreened Compost in - - 2,965.63(100%) 2,965.63(1000/6) 2,9 5.63 Borrow Pit-CAT 980 Consolidation of Unscreened Compost in - - 2,925.00(100%) 2,925.00(100%) 2,925.00 Borrow Pit-CAT D7 Grading of Eastern Hill-CAT D7 - - 11,025.00(100%) 11,025.00(1000%) 11,025.00 0 1314Ir0123301(R04) 2 Contract/ Claimed by TC&M Item Scheduled Change Order as of Appl.No.I I D&B Determined D&B Estimate to No. Description of Work Value Amount (%Complete) Completed Work Complete Work Separate Loam for Production of - - 400.00(1000/6) 400.00(1000%) 400.00 Vegetative Growth Medium-CAT D6 Separate Loam for Production of - - 656.25(100%) 656.25(1000%) 656.25 Vegetative Growth Medium-CAT 322 Screening of Unscreened Compost- - - 15,675.00(100%) 15,675.00(100%) 15,675.00 Trommel 725 Temporary Asphalt Apron - - 2,835.00(1000%) 2,835.00(1000%) 2,835.00 Surcharge for Black Vinyl Fencing - - 3,995.00(100%) 3,995.00(100%) 3,995.00 Backfill 3,000 cy Waste Excavation in - - 10,800.00(1000/.) 10,800.00 Waste Excavation Area 2(CO#4) Additional Excavation to Remove Waste - - 4,800.00(100%) 4,800.00 from Low Area of Waste Excavation Area 2 (CO#4) Testing of 17-Acre Sand for Gas Venting& - - 12,970.00(100%) 12,970.00 Barrier Protection Layer Pull Back & Relandfilling of Waste in - - 4,750.00(100%) 4,750.00 Waste Excavation Area 3(CO#4) Enlargement & Construction Changes to - - 64,667.14(100%) 64,667.14 Recharge Basin 3 Segmented Installation of Geomembrane - - 31,761.69(100%) 31,761.69 for 17-Acre Road Additional Surveying - - ? 65,679.00? Final Grading of Recharge Basins 1&2 - - ? 6,800.00? Transition Area Grading - - ? 5,500.00? Gas Migration Control Trench Extension in - - 8,698.00 8,698.00 Area of Scale House Extended Trailer&Utility Use - - ? 9,000.00? Additional Time for On-Site Superintendent - - ? 32,000.00? Additional Stone for Southwest Drainage - - 17,850.00(100%) 17,850.00? System Retaining Wall Along McBride Property or - - ? 26,367.00? Relocation of Road Liner Installation Around Eastern Drainage - - 1,300.75(100%) 1,300.78 System Catch Basin 1 Reduction in Reno Mattress & Rip Rap in - - (2,856.00)(100%) (2,856.00) Southeast Quadrant Drainage System Elimination of Waterproofing Manholes - - (2,100.00)(100%) (2,100.00) Along Southwestern Drainage System Elimination of Truck Stand - - (700.00)(100%) (700.00) 0 1314rr0123301(R04) 3 Contract/ Claimed by TC&M Item Scheduled Change Order as of Appl.No.11 D&B Determined D&B Estimate to No. Description of Work Value Amount (%Complete) Completed Work Complete Work $5,216,366.50 • 0 1314/1'0123301(R04) 4 01:31,12003 FRi 08:49 FAX @Ioo2i002 s � • Dvi rka and Bartilucci CONSULTING ENGINEERS 330 Crossways Paris Drive,Wcodbury,Now York, 11797-2015 516-364-9890 ■ 71,8-460-3634 Fax.516.364-9(M5 e-mail: db-engowoHdnet.att.net January 31,2003 nrinapa�s Niehtle5l.Betllueel,f!E. Pre�a„n' NpnryJ.Ctu sa,OF. James Bunchuck &Wuro VAW Town of Southold rnanai F.Maher,P.E. Vks PmabaM Town Hall R pprtT~6`ms,P.E 53095 Main Road vRi"inM.Walk& P.O. Box 1179 Vke Prfawt Sven A,Fangmarin,RG, Southold,NY 11971 vua"ORWr Theodcro S,Pytiar.Jr. vimPM'MM Re: Southold Landfill Closure 30n1x Aff"MGN D&B 1314 Anthem O.coneda,P.E. Dennis F.Koehler,P.E. Dear Mr.Bunchuck: Joseph H.Maruwo Kennem J.Pritchard,P.E. We have reviewed the Binders of Insurance and premium invoices submitted by Brian M Veith,P.E. Bob Terryat the Jams 29,2003 Pro January press Meeting and,based o11 review by our A. Istel insurance broker, it appears that the insurance is specific to the project and not a 4oft0h r.11'0d" general overhead cost. As discussed at the, Progress Meeting, please have the Garrert M.Oymaa.P.E. "town's insurance agent review the Binders of Insurance and premium amounts to Rudeip'l F.Cennevda determine if the Town wants to continue this coverage and, if so. if the Flinders Joteph A.Fieratlbe,P.E. 'ngmea P.Fow,1`1 are in conformance with the contract and the premium costs are reasonable, Oerau Oould.CPA WHIM D.Markup.P.E. If you have any questions,please call me. PAKhao Nquberger,RE - Edwere J.Reilly Very truly yours, Rlcnard P.Russer,RE, Chade2 J.NMaehentuth,P.E. G C7:M-) Kcaneb R Wens.Jr..C.PO Thomas F.Maher,P.F- Vice President TrM/tam 01314nTM03L1R.dcic-24(K01) ADIVISION OF WILLIAM F.COSULICHASSOCIATES,PC, 011-'.31'200.3 FRI 08:18 FAX 0 001/002 PRIVILEGE AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only, it may contain privileged and confidential matter. If you have received this fax in error, please notify us immediately by DVII`ka and a collect telephone call to (516) 364-9890 and return the original to the sender by mail. We will reimburse you for Bartilucci postage. Do not disclose the contents to anyone. Thank-you. d_gC0N$LLT1NQ ENONVEM 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-3649690 m Fax: 516-364-3448 DATE: 1 S v 3 COMPANY NAME: Town of Southold ATTENTION: Jim Sunchuck FAX NO.: 631-734_7976 FROM: Tom Maher SUBJECT: Southold LF Closure JOB#: D&B 1314 NO. OF PAGES: .11 (including cover sheet) MESSAGE: THANK YOU: 4 WOPYAAX-Jim AunchugUm 0127/,2003 MON 10:29 FAX �J001iG02 1 • /'rs' DRAFT �pA�T January 27,2003 Mr.Robert G.Terry Terry Contracting&Materials, Inc. $40 West Main Street Riverhead,NY 11901 Re: Southold Landfill Closure Submittal No. 52—Vegetative Growth Medium D&B No. 1314 Dear Mr. Terry: This is in response to Mr. Timothy HowelI's letter dated January 11, 2003, regarding vegetative growth medium submittals. 1. The January 17 letter states "that the Contractor has no choice in the materials to be used for the manufacture of the vegetative growth medium." As you are aware, regardless of the source of the vegetative growth medium, the Contractor is responsible for ensuring that the medium meets the specifications contained in the Contract Documents. With regard to the statement "that the information (requested) is irrelevant," the information as requested in our letter dated January 16, 2003, is relevant to the Construction Certification Report, and we request that it he provided for documentation purposes, 2. With regard to the assertion that the soil modification report provided by TC&M was rejected because the Town of Southold was unable to provide the quantity of organic material recommended by the professional soil scientist, this statement is completely false. The reason for not using the mixture ratio suggested in the report was that, based on the organic content data obtained by the Town, the specification for minimum 5% organic content by weight was achieved by using a substantially lesser percentage of compost (50%) rather than the report suggested percentage of 750/-$0%. In fact, it was attempted on a number of occasions to determine the basis of the suggested mixture, including the percent organic content used to develop the mixture ratio (the organic content was not provided in the repoit), but the information could not be provided by TUM after repeated requests by the Town. In fact, you, yourself, expressed frustration at not being able to get a clarification of the report. 01-27/2003 MON 10,,30 FAX X042 002 1 Mr.Robert G.Terry Page Two Terry Contracting&Materials, Inc. January 27,2003 3. The statement"that the mixture of 1:1:1 of sand, loam, and organic material was decided by testing performed by the Town of Southold and Dvirka and Battilucci Consulting Engineers" also is incorrect. The mixture suggested by the Town and D&B, agreed to by TUM, and used to manufacture the vegetative gruwth medium placed on the landfill, -%vas 3:2:1 of compost, loam and sand. Based on the comments made above,the submittal has been stamped"Revise and Resubmit." 1f you have any questions,please call lne. Very truly yours, Thomas F.Maher,P.E. Vice President TFM/tain cc: J. Bunchuck,Town of Southold 1. Sikiric,NYSDEC F. neVita,D&B M. Wright, D&B �+131 ATFMOILMDOC•22(R03) 1/15/2009 RED 11:58 FAX 2001/002 ,7 DRAFT January 15, 2003 Mr. Robert G. Terry Terry Contracting&Materials, Inc. 840 West Main Street Riverhead,NY 11901 Re: Southold Landfill Closure D&B No, 1314 Dear Mr,Terry: This is in response to your letter to Supervisor Joshua Horton, dated January 2, 2003, which you provided to me at our meeting with the Town on January 10, 2003. We take exception to a number of your assertions in this letter. 1. Request for Delay in Seeding We strongly disagree with your contention that you did not request a delay in seeding. It has been documented in discussions during a number of Progress Meetings and meeting minutes, and in numerous correspondence that you, in fact, did request the delay in seeding until the spring, 2. Reason for Delay in Seeding While it is convenient to take credit that your request to delay seeding was for the benefit of the Town, as you are aware, you were months behind schedule on a number of items, which could result in liquidated damages of at least 575,000 according to the terms of your contract with the Town. Your request for delay in seeding also could possibly be interpreted as a reason to extend the Dates of Substantial and Final Completion to avoid liquidated damages. 3. Cost of Purchase of Compost Not to downplay the cost of compost planned to be purchased from Long Island Compost,but the cost was$120,000 and not$300,000. The reason that the compost was being purchased was because of the Towns desire to complete the project by December 1, 2002,as agreed upon with you, or at least by the end of the year. 01/15!2009 WED 11:59 FAX 121002,002 r � • Mr.Robert G.Terry Page Two Terry Contracting& Materials, Inc. January 15,2003 4. Ngd for Inspection You are fully aware that except for a few half-day inspections,the only personnel that we have had on-site during the last few weeks (since December 20, 2002) is a geologist to oversee installation of the gas and groundwater monitoring wells, and the only reason we have a geologist on-site at this time is because the installation of the wells is over two months behind schedule, and still is not complote as of this date. Therefore, your statement that "D&B was on-site for nothing" is knowingly and patently false and misleading. 5. Cause of Delays With regard to the cause of delays, throughout this proiect it has been the observed by me, our inspectors, our subeonsultant and the Town, that sufficient resources were not committed to the landfill closure project to complete it on schedule. To the best of my knowledge, Teny Contracting& Materials rarely worked overtime in order to meet your own schedule I hone that this clarifies matters. Also, it would be appreciated.when you send letters to the Town of Southold that pertain to our involvement in the project, that we be copied. If you have any questions, please do not hesitate to call me. Very truly yours, "Phomas F. Maher,P.E. Vice President TFM/tam cc: Supervisor Joshua Horton Councilman John Romanelli Councilwoman Louisa Evans Councilman William Moore Councilman Craig Ricliter Councilman Thomas Wickham Town Attorney Gregory Yakaboski James Bunchurk 0;;MF MOI1:1"R.IOC:-13(zn3) 01iO4,,2003 {VED 12:02 FAX 001i002 I 0 DRAFT �� January 8,2003 Mr.Robert G. Terry Teny Contracting & Materials,Inc. 840 West Main Street Riverhead,NY 11901 Re: Southold Landfill Closure D&B No, 1314 Dear Mr.Terry: Phis is in response to your letter dated December 30, 2002 (enclosed), regarding removal of your trailer, This matter was discussed at the November 27, 2002, Progress Meeting. At that time,Tim Howell, and 1 think you as well, agreed that,because of the limited amount of work to be completed at the landfill, use of the Town's trailer after December would be suitable. Based en this agrcement, the Town feels it has no obligation Lo pay for your trailer after December 31,2002. if you have any questions, please call me. Very truly yours, Thomas F. Maher,P.E. Vice President TRWtam Enclosure cc!encl: J. Bunchuck,Town of Southold 1. Sikiric,NYSDEC F.DcVita,D&S M. Wright, D&B 01314TFA103LT.RDM-03(k01) 01.08%2003 WEU 12:02 FAX Z002/002 PERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD.NY 11901 (631)721-0170 December 30,2002 Thomas F. Maher, P.E. Dvirka and Hartilucci 330 Crossways Park Drive, Woodbury, NY 11797-2015 RE- Southold Landfill Closure D&B l 314 Dcar Mr. Maber: Recently,)-ou suggested that we could remove our office trailer by December 31, 2002 and use the town facility on a limited basis. We do not feel Us is practical. Our trailer will remain onsite as we feel it is necessary for our operation. The cost due to the town's delav will be charged to the town under this contract. Thank you, Sincerely, Robert Cr. ' ctrl RGTIjm 014,8-'22003 WED 11:01 FAX �loul,�ao1 January 8, 2003 Mr.Robert G. Terry Terry Contracting&Materials, Inc. 840 West Mair.Street Riverhead,'NY 1190.1 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Terry: This is in response to your letter dated December 30, 2002 (enclosed), regarding placement of topsoil along the tre.nsition area.-, by the Town. Sorry that you were surprised to read it in the December 12, 2002, meeting minutes; however, this topic was discussed at the meeting as an item under consideration by the Town to reduce project costs. With regard to your questions pertaining to this item, as discussed at the January 6,2002, Progress Meeting, the Town is considering three options: the first is for the Town to manufacture and place.topsoil in the transition area (most likely in the falt), including seeding and installation of erosion control material; the second is for the Town to manufacture the topsoil and for Terry Contracting &. Material (TC&M) to place the topsoil in the transition areas, including seeding and installation of erosion control material;and.the Lhird is for TC&M to manufacture the topsoil using the town's compost (in the fall) and place the topsoil, inclndiag seeding and installation of erosion control material. This will by diwassed further at the January 17,2003,Progress Meeting. If you have any questions,please call me. Very truly yours, Thomas F.Matter,P.E. TF'M/tam Vice President Enclosure co%ncl: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F.DeVita,D&B M.Wright,D&B a i3ia,rr�103L I h:.lx)(:-U11(RUl) 01108 2003 WED 12:05 FAX Z002/002 TERRY CONTRACTING & MATERIALS, INC. 1 840 WEST MAIN STREET RIVERHEAD,NY 11901 (631)727.0170 December 30, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 RF: Southold Landfill Closure DR.R 1314 Dear Mr. Maher: I was reviewing the meeting minutes of the December 'I2, 2002 progress meeting and was surprised to read, "placernent of topsoil along the transition areas would be performed by the town". T do not recall tins discussion at the meeting. I need further clarification of what this means.Is the town also going to hydros,.-ed and place erosion control materials on these areas'? Please provide details of what is planned. Sincerely, Roberr U, C " RGTljrn 01/08,'2003 WED 11:39 FAX Z 0011002 S !)L AFT January 8,2003 Mr. Robert G. Terry Terry Contracting& Materials, Inc. 840 West Main Street Riverhead,NY 11901 Re: Southold Landfill Closure. D&B No 1314 Dear Mr. Terry' This is in response to your letter dated December 30, 2002 (enclosed), regarding your contention that the Town will be charged for any repairs to the Barrier Protection Layer(BPL)which occur during the winter. At the November'7,2002,Progress Meeting, when you expressed your prefereiiee to delay remaining seeding until Spring 2003, you also. stated. that Terry Contracting & Materials would be responsible for repairing erosion of rho. exposed BPT. which' occurred over the winter, This was documented in the meeting :tiinutes and can be confirmed by Mr. James Bunehuek who was in attendance at the meeting. Tberefvre, the Town feels strongly that it has no obligation to pay for any repairs to the BPL. If you have any questions, please call rete. Very truly yours, Thomas F. Maher. P.E. Vice President TFhlftam Enclosure cc/encl: J. Bunchuck, Toon of Southold I. Sildric,N'YSDEC F.DeVita,D&B M. Wright,D&B 0 13141TM03LM,DOC•C8(R0 2) 01•'08/2003 {1BD 11:59 FAX 2002/002 e TERRY CONTRACTING & MATERIALS, INC. 840 WEST MAIN STREET RIVERHEAD,NY 11901 (631)727-0170 December 30, 2002 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 RE- Southold Landfill Closure D&B 1314 Dear Mr. Maher: A review of the meeting minutes of the November 7, 2002 progress meeting Item.6 state that I indicated that we would be responsible for repairing etosioji of the barrier protection layer(BPL) over the winter. l must clarify that the town will be charged for any repairs to the BPL. The town's failure to provide topsoil or compost in time for seeding was the cause for this delay. Sincerely, /0 4/1z/ Robert G. Terry RGT/jm DRAFT January 6, 2003 Mr. Robert G. Terry Terry Contracting&Materials,Inc. 840 West Main Street Riverhead,NY 11901 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Terry: This is in response to your letter dated December 30, 2002, regarding your claim of additional costs that may be incurred due to delaying placement of topsoil until Spring 2003. As you are aware, the Town was actively pursuZaese of 10, 0 cubic yards (cy) of compost and/or topsoil from Long Island mix h loam and sand at the landfill to manufacture a vegetative growto mplete construction of the landfill cap. In fact, the Town feels stroas in a position, after having finalized a cost with Long Island Compodelivery of topsoil to the landfill during the week of November 10, suming manufar-alrd--ds: of vegetation growth media for the cap at a rate o _ day, approximatecy;could have been placed and seeded by December 1, 2002. As discussed, actually proposed by you, winter rye or wheat was to be added to the seed mixture to promote vegetation growth during the colder months, with which we and the Town agreed. Also, as you are aware, the Contract Documents [Section 2.9(H)(c)] allow seeding after December 1 (for the period between October 15 and April 1) also utilizing winter rye or winter wheat. At the November 7, 2002, Progress Meeting, you stated your preference for delaying seeding until the spring, and also stated that, if the Town agreed to the delay, Terry Contracting and Materials would be responsible for repairing erosion of the barrier protection material that may occur during the winter. To the best of my and the Town's recollection, you never stated at the meeting that the Town would incur additional cost due to your requested delay in seeding. Therefore, we must conclude, based on discussions at the November 7 Progress Meeting,that the Town of Southold will not be responsible for any costs associated with erosion repair. a t Mr.Robert G. Terry Page Two Terry Contracting&Materials, Inc. January 6,2003 If you have any questions,please call me. Very truly yours, Thomas F. Maher,P.E. Vice President TFM/tam cc: J. Bunchuck,Town of Southold I. Sikiric,NYSDEC F. DeVita, D&B M. Wright,D&B 01314\TFM03 LTR.DOC-03(R01) W Mug Mur uuu�uclGl_� ����air 5 SBY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY.10038 5 CERTIFIES THAT S Upon the application of upon premises owned by 5 OCEAN ELEC.,CORP. *SOUTHOLD LANDFILL. 99 MARINER DRIVE CR48& 1 ZACHS ROAD SOUTHHAMPTON, NEW YORK CUTCHOQUE, NY 11935 11968-5258, Located at CR48& 1 ZACHS ROAD CUTCHOQUE, NY 11935 Application Nund)e . 1138774 Certificate Number. 1138774 Section: Block: Lot Building Permit BDC: NS11 i Described as a Commercial occupancy,wherein the premises electrical system consisting of i electrical devices and wiring,described below,located iNon the premises at: Outside, I 5 1 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was found to be in compliance therewith on the 9t' Day of October,2003- Nam OW Rhe Ratwz .Tyve. t Service t 3 Phase 4W Service Rating 200 Amperes E Service Disconnect: 1 200 Cb Meters: 1 E E E C C C C L - I< sea/ r 1 of 1 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. C TECTONIC TELEFAX T NSWS&O M 70 Pleasant Hip Road ■ 2570 Route t/W ❑30.38 33rd StMet,Suite 207 ❑955 Utile Britain Road ❑ 12 Gameil f�aad filot►nglnvlle,NY 10953 Cornwell,NY 12518 Long island City, NY 11106 New Windsor,NY 12653 Latham,NY 1211 o Phone:(846)5345959 Phone: (845)534.34W Phone- (716)391.9200 Phone. (845)547-M56 Phone:(518)783-1630 Fax: (645)&U—%SS Fax: (845)574.3568 Pak' (718)3914)e07 Kax: (84515678703 Fax: (518)7133-1544 ❑ 4 West Main Street 9100 Centre Paints Drive 804 Moerefoeid Park Drive 4344 Silas Deane Highway ❑ 20 New Plam Cowl Northborough,MA 01532 suite 100 suite 100 1..J Suite 500 Suite 206 Phone:(508)393-7411 West Chester,QF 45068 Richmond,VA 23236 Rocky Hill,CT D0067 Owings fANev MD 211.7 Fax: (508)393.4740 Phone:(513)942-953f' Phone:(804)330-7203 Phone: (860)583-2341 Phone:(410)356-6515 Fax: (513)942-9531 Fax: (804)330-7213 f-ax: (aec))297--48882 Fax: (410)366-0942 COMPANY: � _ �FAX#: l 1,_ �T"22 7za _ FO: I fn R:kJoch )l.C< NUMBER OF PAGES (including this page): FROM: LK.� If you do not receive all pages please calf sender at the ?" location checked above DATE' Hard Copy to Follow: ❑YES ❑NC N.O. #: jl70•�� Including those Copied: [❑YES ❑NO ,omments: Fax copies te: "l"orri_ r Fax : Fax#; Fax#: Fax#: Distribution: - --- PLANNING ENGINEERING SURVEYING WNSTRUCTION MANAGEMENT OFF105.2P02 Z0/T0 39Vd %4IJ33JIDN3 DIAN01,031 tT:T.T £0GZ/ZZ/F0 anic Spec nvan ter 9#� Dep) e % c3ravef l Con „96'Fines USCS GOn ent Lllmlt LBrrritC Fltndex� � 1Q T(taij e Density Conteh j' pH .and Bwn n- SAND,tr Organics PTS• 1.0 6A 7.6 6m and ORGANICS 15.8 ?.8 PTS1.0 ..................... .... ..................... M U v a A to _ 0 Summary of Laboratory Results ENGITECTONIC CONSUL Af NG NTS P.C.RVEYING Project No- 3138,01 pate: 3126103 2570 Route 9W Project- Southold Landfill CQA Inspection 8 Testing Cornwall, NY 12518 Telephone: (845)534-3450 Fax: (854)534-3556 1 Location: Southold,NY Z0/Z0 39 d EINDJ33NIDN3 OIN01031 bI:ZZ 600Z/ZZ/C0 LETTER OF TRANSMITTAL DVIRKA AND BARTILUCCI Date: 25-Jun-01 JJob No. 131443 CONSULTING ENGINEERS Attention: Timothy Howell 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: Q Attached ❑ Under Separate Cover Via. the following items: 0 Shop Drawings Prints ❑ Plans Samples Specifications Copy of Letter Change Order TJ Comments on Storm Water Management Plan TRANSMITTAL COPIES No. Received Returned DESCRIPTION 1 NA 06/21/2001 06/25/2001 Storm Water Management Plan THESE ARE TRANSMITTED as checked below For approval a Approved as submitted(A) Resubmit copies for approval ❑ For your use ❑X Approved as noted(AAN) Submit copies for distribution ❑ As requested Disapproved(D) Return corrected pmts For review and comment O Rejected(R) Other REMARKS: See attached review comments. Copies to: J.Bunchuck R.Terry Signed: T.Maher avid S.Glass, J.Mulligan If enclosures are not as noted,kindly notify us at once 1 d1Dvirka* and Sheet No. of 0 Bartilucci ey o.teb• -OI CONSULTING ENGINEERS ,�� (�+h . b y Onto 4,o Project: Sa1.4 �/iOCtlr� Job No. Subject: SyymnAw°01 ► 1. All requirements of Section 1.6 as well as all other requirements of-the-Specifications- - - related to management of storm water, construction water and erosion- and- sedimentation control shall remain in full effect during the performance of the Work. The Contractor shall be responsible for repairing and remediating any damage which results from failure to implement specified appropriate controls, at no additional cost to the Owner. 2. Comment 2 of our letter of June 15, 2001 has not been specifically addressed. Erosion of the barrier protection layer and resulting damage to any other components of the cap shall be repaired by the Contractor at no additional cost to the Owner. 3. The Plan states, "No excavation will ever occur prior to the assurance that proper water control procedures have been implemented." Since site-specific procedures for - such controls have not been provided in the Plan, and the Plan states a site-specific-- _- - plan will be generated following review of the initial site survey, and the plan will be- modified daily/weekly or as needed, there shall be no claims by the Contractorfor-- - - delays which result from the Engineer's review and comment on site--specific------ plans/controls (or lack of controls) during construction. 840 W "AAillir1 St" Rh wh NK NY 11901Terry Contractill(l PI ow.631-727.0170 Fuc 631-7V4410 Materials. Inc. Memo D�irlm and flftik,iod 330Cmww"ftkW" VMOc>ds -NY 11797 I�oraft Dow B/ rAm fltr. Sionn VftW IMrnvpe lw ftn PA%0x i,SaAIrofd Tawn Uwff1 Clow* Darr AAt Glow Erxb"4*w*w"wf;w Om Vftw Mfpen>w This pW naf 0 mium r4W% cI by you an J"16,2001 Pla ao I cl no*Mh sing%sol r. Th■nk you, T"O ft J.Haw APPROVED ❑ APPROVED AS NOTED REVISE AND RESUBMIT ❑ DISAPPROVED ❑ THIS MATERIAL HAS BEEN CHECKED FOR GENERAL ARRANGEMENT AND COMPLIANCE WITH SPECIFICA- TIONS AND CONTRACT DRAWINGS. APPROVAL OF THIS MATERIAL SHALL NOT RELIEVE THE CONTRAC- TOR OF THE RESPONSIBILITY FOR DIMENSIONAL OR OTHER ERRORS AND OMMISSIONS, OR OF GUARAN- TIES REQUIRED BY THE CONTRACT DOCUMENTS. DVIRKA AND BARTILUCCI nsulting Engin DATE 'oi 1 E TERRY CONfRACTWO&MATERIALS,INC. &W WEST MAIN STREET RNERHEAD,NY 11901 631-717-0170 SOUTHOLD LANDFELL THE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK LANDFILL-QQSURE Storm Nater Management Plan The m ft&and p mmdat+es pmse nted in this plan wiR be sufficient to tmk in a aero di"hup of ants and xWhnentih man wuta.lam► 11 niwtcd wdm%eta. to the adjacent lands and water manI89009 aysterm, TABLE OF CONTENTS A. SURFACE WATFM 2 B. CONSTRUCTION WATERS 3 C. STORM WATER MANAOBMENT IMPLEMMNTATION S D. DUST CONTROL S Pae 1 of 5 �.� .WA► —Water tbst lhs gQi made oontmct with vaale. COSI TRiJC� QUI_WATERS—Watet tbat hos made condo with waste. A. 3LJRFAM.1 'ITR The Contactor will cWkot, momp baoclk, and dispose of all swhm water, i.e. water dot bws not casae um oontaet with wasw ring fi m the coodruction activities. Surface waters will not come in noosed with coaductko voters. 1. The primary method used will be un Worary swales and recharge areae coadnxftd outside of the waste mass and in such a way as to divert W st+arm water away fmm work eras and property lines. All water ffram waste areas wdl be disc and back into the waste mass and ed into this System 2. The C u*ctvr will provide equipment and facilities to ntno v all roamer entariag excavations from either nff hw wear or perched water soumm 9 necessary,the Comer om will install and operate a dowatero g system to meet this objective. I 'Phe Conmoor Shan p+ovide and mahOmin pu mpi6 sumps, suedoo, and other dewatering wmponm necessary to convey water any fiom excavation dmid diversion swales become insufficiort. 4. The de wa=s systms will be mudRcient to maintain the%sow kved are or below the botooat of the a wavmtion. S. Dewamdrint grill roumv wow flnm tho mcrAmc a as&a as it collects so as to p event dm=p to do wbgrada. .6. The Contaetac win prxpare the recharge peas by clearing and grdMal the surface: and.consWctmg contaimment ddm at berms around the defined rocbwp arcs. The containment dikes or berms wdl be sufficiently smd and com&ucmad of low perrna Nity moxrW to be stable mod to adequately contain all of the water to be disposed of by recbtt p into mu of high pomum i* .,o aide the waste mass. Pope 2 of 5 t l V' Wow to be disposed of by recharge outside of the waste mesa will ng be permitted to pennate or overtop the containment d m or berms and result in surface nmoff knee the waste mass. 9. Following camplctm of the dewatering/rccharge opershm for waters not in contact with waste, the Convector will piepa+e the rechw r ares(s) for finther constNction by scraping the mci'aarpe wee(s) of any accumulated silts or sedimenta, scarifying the sruface by tracking with a bulldozer,and removing the sibs or sedimeiats to ensm that a high permeability soil layer is constructed in these areas. The Cantraictor will Nrn"and install course granular sand in the basin bottoms to replace any sand removed and achieve the specified lines and grades. 10. Silt fences and tray bales will be placed where necessary to prevent the migmtion of silt into vegetaved areas, 11.All efforts will be made to not allow "clean" water to a rar imo waste areas. 12.The Contractor will meow temporary eaiviromi tal control features when appr'ov'ed by the En&ver and ppm control features into the Project at the arlieet practicable time. 13. At the completion of the wait, ditches will be baelr red and the ground surface restored to the grades shown on the Drawings. H. Constnrction.jw� The Contractor will install and maintain positive means,of runoff and erosion control to marmpe all construction waters, of waters that have been in coataet with waste in comph ooc with the aero-discharge specification of the Contract Docimnenls. Conetroctian waters win not come in contact with surface waters. 1. 3'be primary method used will be the construction of temporary swalea and recharge areas conwuded witbiim the limits of the waste. All construction waters will be mmeed within the limits of the waste and will be recharged back into the waste roto. Pape 3 of 5 w 2. The Conuactor will provide egWpnaeat and 6cilities to remote all own entering excavations from either surface MWOr'pinlred N -- If necessary,the Contractor will instill and operate a dewatering system to meet On objectin 'Ila water will be recbargcd back into the waste mass. 3. M* C.onfractor shall provide and maintain pumps, sumpq suction, snd other dewatering components noceso" to convey water away fi+am excavatus should diversion swales became insufficient. 4. 'The dewatering system will be sufficient to maintain the water level at or below the bottom of the awavagoe. S. Dewatering will remove water fim the c=vWon as fW as it colW*so as to prevent damage to the sub®rade. 6. The C nusatot will prepm the rechergo areas by cleating and grubbing the suffice and contracting contiimnew dra or berms around the defined reclwe areas. 7. The containment dikes or berms will be sufficiently sued and constructed of lav permeability material to be stable and to sdequitely contain ell of the water to be disposed of by recharge into arae of high pern esbility witbin the waste meas. S. Water to be disposed of by recharge into the waste mass will not be permitted to permcate or overlap the ammamnumt ddm or berms and result in surface runoff ftom the landfill. 9. Sift fences sad bay bales will be placed where necessary► to prevat the migration of not to anal ouatside the waste mass 10.All efforts will be made to not allow "dirty" water to corer into areas outside of die waste mass. 11.The cambaccor will reeat M temporary envito et control featul es when approved by the Hmginem end umpome pelma ent tomtiw features into the Project at the earliest practicable time. 12.At the completion of the work, &wbm will be backfilled and the ground surbcc restored to the glades shown on the Drawtngs. Page 4 of 5 C. Storm Wr r Manaaent Imps 1. Following the review of the initial site survey and prior to any excavation, a site-specific plan for implementing these procedures will be grmersted. 2. This plan will be modified daily/weekly or as needed to reflect the changing conditions present at the landfill. 3. No excavation will ever 000ur prior to the assurance that proper water control procedures have been implemented. 1. The Contractor will maintain all excavations, embrmloacnb, stockpilM access roads, plant sifts, waste areas, borrow areas, and all other work arm within or without the project boundaries froe from dust in excess of established air s ndards. 2. The Contractor will implement a method of dust coabr+vl consisting of sprinkling or other similar method. The Contractor will obtain rho Enginece s approval far the method of stabilization. 3. The use of petroleum products or chetaicals for dust control is prohrb*& 4. Dust control methods app aveed by the Engineer will be repeamed at web intervals as to keep all parts of the disturbed area at least damp at ail times. 5. The Cenfracw will m&bWn sufficka equipment on-site to accomplish regular application of dust control methods. 6. Dust control methods will be perfarmcd as the work proceeds and whmevcr a dust nuisance or hazard occurs. T. The Contractor will, at a minimum, maintain a tanker truck with a minimum capacity of 5,000 gallons at the site with an adegrate supply of water for proper dust control during all earthwork activities. 8. The Conatrator will maintain the site in a neat, ordedy, and wodnnat ift fashion. Page 5 of 5 Q , I A4-iv .Uo 3 LIE As a r is��++ to 146.4 b r A nr E (SEC 4444cicD -rAX) i Ic /Y'/e�- dt .p s o9 r sIle, f it I f I 1 I t A,, C • i j { �`� L✓.��✓ Qui vc°a 3 ads G•oc✓e Per-F P1�C 90° � CH�PE LXAI1�- (see eAal 10 r ' «N,O- / FILL f 1