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Castle Point Landfill Closure Bid ResultsrPVEE Sheffier April 16, 2013 Sedore & Company, CPAs 2678 South Road, Suite 101 Poughkeepsie, New York 12601 Re: Town of Wappinger, Castle Point Landfill Post -closure Requirements and Costs; Conrad Geoscience File #CW000100 To Whom It May Concern: Civil Engineering Surveying Land Planning Envia•onmental Municipal Sen4ces Conrad Geoscience Corp. is responsible for post -closure groundwater and landfill gas monitoring for the Town of Wappinger at the Town's Castle Point Landfill. In accordance with 6NYCRR Part 360, the State's regulations governing closed landfills, groundwater and landfill -generated gasses must be monitored for a period of 30 years after closure (6NYCRR Part 360-2.15). This work has been conducted in accordance with the December 2000, NYSDEC approved, Post -Closure Monitoring and Maintenance (PCMM) Manual, prepared by Paggi, Martin & Del Bene, LLP. In July 2004, Conrad Geoscience requested that the frequency of groundwater monitoring be reduced from quarterly to annually, and that samples be analyzed in accordance with 6NYCRR Part 360 Baseline Parameters. This request was granted by NYSDEC shortly thereafter. Landfill gasses are monitored quarterly. Results of field inspections and sampling are reported to NYSDEC at the completion of services for that quarter, Conrad Geoscience provides landfill gas monitoring at an annual cost of $1,923.00, and annual groundwater monitoring at $2,500.00 per year. The total cost for 2013 services is $4,423.00. The cost to provide post -closure monitoring services, as outlined above, for the remaining post -closure monitoring period (17 years), at current rates, would be $75,191.00 If you have any questions, please do not hesitate to call. Sincerely, CONRAD GEOSCIENCE CORP. Christopher B. Brown, CPG APR 1 Principal\Senior Hydrogeologist � TO did �` APPIN � CBB/tla TOWN CLERK cc: Supervisor Town Clerk Robert J. Gray, Morris Associates One Civic Center Plaza, Suite 501, Poughkeepsie, New York 12601 Phone: 845-454-2544 - Fax. 845-454-2655 PAGGI & MARTIN Consulting Engineers £Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 914-471-0905(FAX) c �December 23, 1997 Town Board Town of Wappinger P.O. Box 324 Wappingers Falls, New York 12590 Attention: Constance 0. Smith, Supervis^r Reference: Castlepoint Landfill Closure Project Dear Supervisor Smith & Board Members: Enclosed please find Change Order No. 1 for the above referenced project. The purpose of this Change Order is to revise the project completion time as defined under the Specifications in order to avoid construction during inclement winter months. Please note that this revised Project Completion Schedule was previously approved by the New York State Department of Environmental Conservation via correspondence to the Town dated December 2, 1997. Please sign the enclosed form and return it to this office for distribution. If you have any questions or comments, please feel free to contact me. Thank you for your consideration in this matter. Very truly yours, POO Peter J. Paggi PJP:Iaw Enclosure cc: Hon. June Visconti, Councilperson Hon. Vincent Bettina, Councilperson Hon. Joseph Ruggerio, Councilperson Hon. Robert Valdati, Councilperson Elaine Snowden Albert P. Roberts, Esq. Joseph E. Paggi, Jr., PE. Ernst Martin, Jr., EE., L.S. � primed anracyded paper CHANGE ORDER NO.: 1 DATE: 12/02/97 ENGINEER'S PROJECT NO.: 86-003(14) PROJECT: CASTLEPOINT LANDFILL PROJECT NATURE OF CHANGES: CHANGE IN CONTRACT TIME AS DEFINED UNDER "INFORMATION TO BIDDERS - #5" (PAGE ITB -1) OF THE SPECIFICATIONS. CHANGE IS TO AVOID CONSTRUCTION DURING INCLEMENT WINTER MONTHS. ENCLOSURE: NONE ADJUSTMENT OF CONTRACT AMOUNT: N/A ORIGINAL CONTRACT AMOUNT: PRIOR CHANGE ORDER THIS CHANGE ORDER (+,-): REVISED CONTRACT AMOUNT: ADJUSTMENT OF CONTRACT TIME: CONTRACT TIME PRIOR TO THIS CHANGE ORDER: SUBSTANTIAL COMPLETION BY SEPTEMBER 30, 1997. $ 444,008-00 $ 0.00 $ 0.00 $ 444,008.00 NET (INCREASE) RESULTING FROM THIS CHANGE ORDER: 10+ MONTHS CURRENT CONTRACT TIME INCLUDING THIS CHANGE ORDER: SUBSTANTIAL COMPLETION BY JULY 31, 1998. SUBMITTED BY: APPROVED BY: DATE is I IS I*— DATE (Owner's Signature) ACCEPTED BY: 342/4� AV_DATE /4-1 _rAz is i (Contras gnature) �Rf 9 DISTRIBUTION: OWNER [ ] CONTRACTOR[ ] ENGINEER [ ] FIELD REPRESENTATIVE [ ] OTHER PAGGI &. MARTIN Consulting Engineers &Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 914-471-0905 (FAX) December 2, 1997 Hudson Canyon Construction, Inc. 115 DeVries Avenue North Tarrytown, New York 10591 Attention: Mitchell G. Berkey Reference: Castlepoint Landfill Closure Project Town of Wappinger Dear Mitch: Due to the delays in securing the required Material Pre -Qualification approvals, it is apparent that the December 15, 1997 substantial completion deadline for the above referenced project is unattainable. In response to your November 17, 1997 correspondence to this office requesting an extension of time, enclosed please find Change Order No. 1. Said Change Order revises the Contract Time as defined under "Information to Bidders - #5" (Page ITB -1) of the Specifications in order to avoid construction during inclement winter months. The new date of substantial completion shall he July 31, 1998. If this extension of contract time meets with your approval, please sign and return the enclosed Change Order. Upon execution by the Town of Wappinger a completed copy will be provided to your office. Additionally, I am awaiting a response regarding previous correspondence to your office as outlined below: 1. Correspondence dated September 3, 1997 regarding Pre -Construction Information. The following three items from this correspondence are still outstanding: a. Minority and Women Business Enterprises Work Plan as outlined on pages M/WBE-1 through MIWBE-7 of the Specifications. b. Construction Quality Assurance/Construction Quality Control (CQA/CQC) Plan as outlined on Page 10.01-2 of the Specifications. Complete Construction Schedule. This item was previously submitted by your office, but must be revised to reflect a new construction start date of April 1, 1998 and a new substantial construction completion date of July 31, 1998. 2, Correspondence dated November 21, 1997 regarding our review of your material pre -qualification submittals. Joseph E. Paggi, Jr., EE. Ernst Martin, Jr., P.E., L.S. printed on recycled paper MItchell Berkey - 2 - December 2, 1997 RE: Castle Point Landfill If you have any questions or comments, please feel free to contact this office. Thank you for your consideration in this matter. Very truly yours, Peter J. Paggi PJPAaw Enclosure cc: Hon. Constance O. Smith, Supervisor Hon. June Visconti, Councilperson Hon. Vincent Bettina, Councilperson Hon. Joseph Ruggiero, Councilperson Hon. Robert Valdati, Councilperson Albert P. Roberts, Esq. Elaine Snowden CHANGE ORDER NO.: 1 DATE: 12/02/97 ENGINEER'S PROJECT NO.: 86-003 14 PROJECT: CASTLEPOINT LANDFILL PROJECT NATURE OF CHANGES: CHANGE IN CONTRACT TIME AS DEFINED UNDER "INFORMATION TO BIDDERS - #5" (PAGE -ITB -11 OF THE SPECIFICATIONS. CHANGE IS TO AVOID CONSTRUCTION DURING INCLEMENT WINTER MONTHS. ENCLOSURE: NONE ADJUSTMENT OF CONTRACT AMOU-NT: NIA ORIGINAL CONTRACT AMOUNT: $ 444,008.00 PRIOR CHANGE ORDER (+,-): $ 0.00 THIS CHANGE ORDER (+,-): $ 0.00 REVISED CONTRACT AMOUNT: $ 444,008.00 AMSTMENT OF CONTRACT TIME: CONTRACT TIME PRIOR TO THIS CHANGE ORDER: SUBSTANTIAL COMPLETION BY SEPTEMBER 30-1997. NET (INCREASE) RESULTING FROM THIS CHANGE ORDER: 10+ MONTHS CURRENT CONTRACT TIME INCLUDING THIS CHANGE ORDER: SUBSTANTIAL COMPLETION BY JULY 31, 1998. OTHER CONTRACTS AFFECTED: NONE SUBMITTED BY: DATE (Engineer's Signature) APPROVED BY: DATE (Owner's Signature) ACCEPTED BY: _ DATE (Contractor's Signature) DISTRIBUTION: OWNER [ } CONTRACTOR [ ] ENGINEER ( ] FIELD REPRESENTATIVE ( ] OTHER CO -1 PAGGI & MARTIN Consulting Engineers &Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 914-471-0905(FAX) November 21, 1997 Hudson Canyon Construction, Inc. 115 Devries Avenue North Tarrytown, New York 10591 Attention: Christopher T. Coyle Reference: Castlepoint Landfill Town of Wappinger Dear Mr. Coyle: RECEIVED N 2 6 1997 E ° N� SN�W� CL�k �N This office has reviewed your Material Pre -qualification Submittals dated November 17, 1997, for the above referenced project. Our comments are as follows: A. Comments on the Clay Barrier Layer Pre -Qualification Test Results: 1. Natural moisture content vs. optimum moisture content test results indicate that moisture conditioning of the clay (wetting/drying) may be required to obtain the 2 % wet - 2 % dry (of optimum) in place moisture content. What methods are proposed for field moisture conditioning of clay during construction of the layer? How will this work be coordinated with lab personnel? 2. Why do the direct shear tests note that "Test results do not comply with specifications"? In what way don't they comply? 3. Please provide descriptive information regarding the borrow source and quantity as per the specs (pg. 3.01-2). 4. Please note that the Atterberg Limits test results (liquid limits 20 - 28; plastic limits 18 - 21; and plasticity index of 2 -7) are more indicative of a silt or fine sand rather than a clay material. It should also be noted that the permeability results, while pa�i g, were somewhat borderline, especially #97-1082C (i.e. K20 = 8.4 x 10 cm/sec). 5. Please note the disclaimer on the lab permeability test results. Acceptance of lab permeability test results in no way relieve the Contractor for his responsibility to achieve final, in-place permeability results in conformance with the specifications. 6. Please note that Contractor must construct and achieve satisfactory test results for the Barrier Layer Test Pad prior to the start of construction of the Barrier Layer (pg. 3.01-6, 7). 7. Please provide the Construction Quality Assurance/Quality Control Plan as specified (pg. 10.01-2) prior to the start of construction. Joseph F. Paggi, Jr., P.E. Ernst Martin, Jr., RE., L.S. � printed on recycled paper Christopher Coyle - 2 - November 21, 1997 RE: Castlepoint Landfill B. Comments on the Barrier Protection Layer Material Pre -Qualification Test Results: 1. Please provide descriptive information regarding the borrow source and quantity as per the specifications (pg. 4.01-2). 2. Natural moisture content vs. optimum moisture content test results indicate that moisture conditioning of the barrier protection layer material (wetting/drying) may be required to obtain the 2 % wet - 2 % dry (of optimum) in place moisture content. What methods are proposed for field moisture conditioning of the material during construction of the layer? How will this work be coordinated with lab personnel? 3. Please provide information indicating that the proposed material contains no more than 200 rock and conforms to "fine to coarse GW" as defined under the Unified Soil Classification System (pg. 4.01-2). 4. It appears as if your gradation analysis utilizes the "old" specification used for the first bid of the project (i.e. March 97). The gradation analysis was revised for the second bidding of the project (i.e. May 97). Please revise your gradation analysis accordingly and resubmit this item. 5. Please provide the Construction Quality Assurance/Quality Control plan as specified (pg. 10.01-2) prior to the start of construction. 6. The visual description is noted as "recycled soil". Please provide information as to the source, processing and quality of said soil. Please note that the Engineer shall have sole discretion for the suitability of any materials. C. Comments on the Topsoil Laver Material Pre -Qualification Test Results: 1. Please provide descriptive information regarding the borrow source and quantity. 2. As per the specifications, please certify that the topsoil meets either: a. New York State Department of Transportation Specifications, or b. That as per a soil scientist, the topsoil can adequately sustain vegetative growth. 3. The pH test result (7.8) exceeds the specified range of 5.5 - 7.6. 4. Please note that all topsoil is subject to a visual test for foreign or deleterious materials. 5. Please provide the minimum Soil Nutrient Analysis as detailed on page 5.01-5, including description and classification of soils. Christopher Coyle - 3 - November 21, 1997 RE: Castlepoint Landfill D. Miscellaneous Comments: 1. As a clarification, please note that the New York State Department of Environmental Conservation did not tell this office that starting the project now was "inadvisable", as indicated in your cover letter. In our conversations over the past few months, various N.Y.S.D.E.C, personnel have indicated to our office that beginning such a large earth moving project during the winter months could cause them concern especially with maintaining the integrity of the job site, slopes, material, etc., during extended periods of inclement weather. The ultimate decision of the suitability of the weather to perform the work rests with the Town (Engineer). 2. Your submittals for all three materials shall be considered incomplete until such time as all requested information and/or clarifications are submitted to this office for review and approval. 3. This material pre -qualification review is limited to the specific information submitted and does not relive the Contractor of any of his requirements under the Contract Specifications. 'Field verification of all material acceptance criteria shall be the sole responsibility of the Contractor. 4. By copy of this letter, I am transmitting all Pre -Qualification submittals to Mr. Tom Miller of the N.Y.S.D.E.C. for his review. I will be contacting Mr. Miller to schedule an onsite meeting in the near future. If you have any questions or comments, please feel free to contact this office. Thank you for your consideration in this matter. Very truly yours, Peter J. paggi PJP:law Q% - cc: Hon. Constance O. Smith, Supervisor Hon. June Visconti, Councilperson Hon. Vincent Bettina, Councilperson Hon. Joseph Ruggiero, Councilperson Hon. Robert Valdati, Councilperson Elaine Snowden Mr. Tom Miller, N.Y.S.D.E.C. 11/16/1997 29:32 19146315652 HCC PAGE 02 H.C.C. HUDSON CANYON CONSTRUCTION 1 113 "'VRIES AVENUE 6 N. TAIROR YTCWN. NY 10591 November 17, 1997, l9 11y 1 a_:1 Mr, Peter Paggi Paggi & Martin i�g� Consulting Engineers 54-56 Main Street 1 r13�1'�Er Poughkeepsie, NY 1260.1 ��- Re: Castlepoint Landfill Wappingers, New York HCC Project No, 1162 Material Pre -Qualification Submittals * (Origi"al to follow "is U.S. Mail, under ScpW-4te cover) Dear Mr. Paggi: Please find enclosed Otte copy of the pre -qualification, submittals for your review and approval. (As delivered by Advance Testing Personnel, accompanied by fax copy of this cover letter.) We apologize for the delays in obtaining this information and have attempted to beep your office apprised of the delays, as they occurred. Based on our telephone conversations, we would agree with the NYSDEC that it is not advisable to begin the project during the winter months, Therefore, Hudson Canyon Construction, Inc. (H.C.C.) will await further direction and would appreciate being granted a time extension to the contract. As a result of mutual cooperation between all parties involved, H,C_C. will endeavor to complete the project as expeditiously as possible. If you have any questions, or require any further information, please do not hesitate to contact me. Very truly yours, HUDSON CANYON CONSTRICTION, DNC. C, Christopher T. Coyle CTC Enclosures (1) ELA1 T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1604 November 17, 1997 Hudson Canyon Construction 115 Devries Avenue N. Tarrytown, NY 10591 Attn.: Mitch Berkley Dear Mr. Berkley, Project: Castle Point Landfill Project No.: 970210 Attached please find complete results for prequalification testing for the above mentioned project. The following materials wre tested in accordance with the specification: clay barrier layer, barrier protection layer and topsoil. If you have any questions please do not hesitate to contact me. Thank you. ADVANCE TESTING CO., INC. Christo h r M. Brower T C October 16, 1997 Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Hudson Canyon Construction 1 t5 Devries Avenue N. Tarrytown, NY 10591 ATTN: Mitch Berkey W1062A PROJECT: Castle Point Landfill PROJECT NO.: 970210 NATURAL MOISTURE CONTENT ITEM: Clay Barrier SOURCE: Southern Dutchess Sand and Gravel SAMPLED BY: J. Maley on October 14, 1997 TESTED BY: J. Lynch on October 15, 1997 LAB NO.: 97-1082A NATURAL MOISTURE CONTENT: 25.5% A T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 November 10, 1997 Hudson Canyon Construction 115 Devries Avenue N. Tarrytown, NY 10591 ATTN: Mitch Berkey hu 1082b PROJECT: Castle Point Landfill PROJECT NO.: 970210 MOISTURE CONTENT ITEM: Clay Barrier SOURCE: Southern Dutchess Sand and Gravel SAMPLED BY: J. Maley on October 14, 1997 TESTED BY: J. Lynch on November 10, 1997 LAB NO.: 97-1082B NATURAL MOISTURE CONTENT: 12.6% Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Mall, NY 10916 • (914) 496-1600 November 10, 1997 Hudson Canyon Construction 115 Devries Avenue N. Tarrytown, NY 10591 ATTN: Mitch Berkey e..ioezc PROJECT: Castle Point Landfill PROJECT NO.: 970210 MOISTURE CONTENT ITEM: Clay Barrier SOURCE: Southern Dutchess Sand and Gravel SAMPLED BY: J. Maley on -October 14, 1997 TESTED BY: J. Lynch on November 10, 1997 LAB NO.: 97-1082C NATURAL MOISTURE CONTENT: 16.8% A T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 1-0916 • (914) 496-1600 Client: Hudson Can on Construction ATC Project No.: 970210 Date: October 16, 1997 Project: Castle Point Landfill Source: Southern Dutchess S & G Lab No.: 97-1082A Item: 1 Clay Barrier Date Sam led: 10/14/97 by: J. Male Date Tested: 10/16/97 by: R. Patton Atterberg Limits Test Method: ASTM D4318/AASHTO T89, T90 RPcinlfc Lab No. 97-1082A Sec. Liquid Limit 25 Plastic Limit 19 Plasticity Index 6 Notes: Report Reviewed by: �414W_p HMIMA IV IFt, Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbeli Hall, IVY 10916 • (914) 496-1600 Client: Hudson Can on Const. ATC Project No.: 970210 Date: November 7, 1997 Project: Castle Point Landfill Source: South Dutchess S & G Lab No.: 97-1082B Item: Clay barrier layer Date Sampled: 10/14/97 by: J. Male Date Tested: 1117197 b : M. Manzo Atterberg Limits Test Method: ASTM D4318/AASHTO T89, T90 Results Lab No. 97-1082B Spec. Liquid Limit 20 Plastic Limit 18 Plasticity Index 2 Notes: Report Reviewed by: ".6,Me IVA T Advance Testing Company, Inc. C 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Client: Hudson Canyon Construction ATC Project No.: 970210 Date: October 30, 1997 Project: Castle Point Landfill Source: Southern Dutchess S & G Lab No.: 97-1082C Item: Clay barrier layer Date Sampled: 10/14/97 by: J. Male Date Tested: 10/30/97 by: C. Devlin Atterberg Limits Test Method: ASTM D4318/AASHTO T89, T90 Results Lab No. 97-1082C Sec. Liquid Limit 28 Plastic Limit 21 Plasticity Index 7 Notes: �4�Report Reviewed by: —L -_ N"I� IV 11 Advance Testing Company, Inc. C I ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Gradation Analysis Client Hudson Canyon Construction ATCLab # 97-1082A Project Castle Point Landfill Project # 970210 Source Southern Dutchess S & G Sample Date 10/14/97 Sample Type Clay Barrier By J. Maley Sample Location Stockpile Tested Date 10/15/97 Specification 3.01.2A By M. Seidman Lab No. 97-1082A Sieve 0/.Ret % Pass Spec. 1" 0.0 100.0 100.0 112" 0.0 100.0 1/4" 0.0 100.0 #4 0.1 99.9 #10 0.4 99.5 #20 0.7 98.8 #30 0.5 98.3 440 0.9 97.4 #80 7.1 90.3 #200 8.9 81.4 Pan 81.4 1 0.0 Code: SAG hw'Mtl UA T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail * Campbell Hall, NY 10916 * (914) 496-1600 Gradation Analysis Client Hudson Canyon Construction ATC Lab # 97-1082B Project Castle Point Landfill Project # 970210 Source Southern Dutchess Sand & Gravel Sample Date 10/14/97 Sample Type Clay Barrier By .1. Maley Sample Location Stockpile Tested Date 10/29/97 Specification I 3.01.2A By J. Mattia Comments: Code: i. 1.2e Lab No. 97-1082B Sieve 0/.Ret %Pass Spec. 1" 0.0 100.0 100.0 112" 0.0 100.0 114" 0.0 100.0 #4 0.4 99.6 #10 0.5 99.1 #20 0.9 98.2 #30 0.6 97.6 #140 0.9 96.7 #80 8.6 88.1 #200 12.0 76.1 Pan 76.1 0.0 Minus #200 By Wash SAG 0 T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Gradation Analysis Client Hudson Canyon Construction ATCLab # 97-1082C Project Castle Point Landfill Project # 970210 Source Southern Dutchess Sand & Gravel Sample Date 10/14/97 Sample Type Clay Barrier By J. Maley Sample Location Stockpile Tested Date 10/29/97 Specification.—A 3.01.2A I J. Mattia Comments: Code: Lab No. 97-1082C Sieve %Ret % Pass Spec. 1" 0.0 100.0 100.0 1/2" 0.0 100.0 1/4-t 0.0 100.0 #4 0.2 99.8 410 0.6 99.2 #20 0.9 98.3 #30 0.6 97.7 #40 0.8 96.9 #80 3.3 93.6 4200 1 6.2 87.4 Pan 1 87.4 0.0 Minus #200 By Wash SAG A Advance Testis Company,In . Tg c C■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 CLIENT: Hudson Canyon Construction PROJECT: Castle Point Landfill PROJECT NO.: 970210 SAMPLE ANALYSIS REPORT ATC LAB NUMBER: 97-1082A TEST PERFORMED: Traixial Permeability Test Using Backpressure TEST METHOD: ASTM D5084 ITEM: Clay Barrier SOURCE: Southern Dutchess Sand and Gravel DATE SAMPLED: 10/14/97 SAMPLED BY: J. Malley DATE TESTED: 10/23-24/97 TESTED BY: Kevin Patton PROCTOR TEST DATA TEST METHOD: D698 MAXIMUM DRY DENSITY, PCF: 106.7 OPTIMUM MOISTURE CONTENT PERCENT OF DRY WEIGHT: 18.2 SAMPLE PREPARATION METHOD: SOIL CLODS BROKEN/CHOPPED TO PASS <112 -INCH SIEVE. COMPACTED IN 1 cm LIFTS SCARIFIED BETWEEN LIFTS. TEST SAMPLE DIMENSIONS BEFORE TEST AFTER TEST HEIGHT, cm: 8.69 8.38 DIAMETER, cm: 7.35 7.42 MOISTURE CONTENT, %: 20,30 21.17 DRY DENSITY, PCF: 105.41 107.23 PERMEABILITY TEST CONDITIONS TYPE OF WATER USED: Tap Water EFFECTIVE STRESS, PSI (MINIMAX): 4.7515.68 MAXIMUM BACK PRESSURE: 71.0 psi INITIAL DEGREE OF SATURATION: 91.5% HYDRAULIC GRADIENT: 6.6 FINAL DEGREE OF SATURATION: 99.9% Specific gravity 2,70 (EST.) PERMEABILITY TEST RESULTS COEFFICIENT OF PERMEABILITY AT 200C { GOOF) k2o = 2.3 x 10-6 CM/SEC SPECIFICATION: k. =1.0 x 10-5 CM/SEC TEST RESULTS COMPLY WITH SPECIFICATION THIS TEST WAS PERFORMED IN ACCORDANCE WITH THE METHOD REFERENCED. PERMEABILITY VALUES ATTAINED UNDER FIELD CONDITIONS WILL BE INFLUENCED BY COMPACTION DENSITY, COMPACTION MOISTURE CONTENT, COMPACTION EQUIPMENT USED, VARIATIONS IN M RIAL, P EPARATION METHODS, SUBGRADE CONDITIONS, WEATHER, AND OTHER FACTORS. n /� HWOM REPORT REVIEWED BY: V��V A Advance TestingCom T Company, Inc. C■ 22 Sarah Wells Trail * Campbell Hall, NY 10916 - (914) 496-1600 CLIENT: Hudson Canyon Construction PROJECT: Castle Point Landfill PROJECT NO.: 970210 SAMPLE ANALYSIS REPORT ATC LAB NUMBER: 97-1082B TEST PERFORMED: Traixial Permeability Test Using Packpressure TEST METHOD: ASTM D5084 ITEM: Clay Barrier SOURCE: Southern Dutchess Sand & Gravel DATE SAMPLED: 10/14/97 SAMPLED BY: .tames Malley DATE TESTED: 1114-5497 TESTED BY: Mike Creeden PROCTOR TEST DATA TEST METHOD. D698 MAXIMUM DRY DENSITY, PCF: 108.0 OPTIMUM MOISTURE CONTENT PERCENT OF DRY WEIGHT: 17.1 SAMPLE PREPARATION METHOD: SOIL CLODS BROKENICHOPPED TO PASS 112 -INCH SIEVE. COMPACTED IN 1 cm LIFTS SCARIFIED BETWEEN LIFTS. TEST SAMPLE DIMENSIONS BEFORE TEST AFTER TEST HEIGHT, cm: 10.20 8.80 DIAMETER, cm: 7.30 7.70 MOISTURE CONTENT, %: 13.25 20.20 DRY DENSITY, PCF: 102.61 106.89 PERMEABILITY TEST CONDITIONS TYPE OF WATER USED: Tap Water EFFECTIVE STRESS, PSI (MINIMAX): 3.2114.78 MAXIMUM BACK PRESSURE: 67.8 PSI INITIAL DEGREE OF SATURATION: 55.7%* HYDRAULIC GRADIENT: 10.9 FINAL DEGREE OF SATURATION: 94.5%* SpeCMC Gravity = 2.70 (EST.) PERMEABILITY TEST RESULTS COEFFICIENT OF PERMEABILITY AT 20OC ( 68°F } k2o = 4.2 x 10'6 CM/SEC SPECIFICATION: k2o = 1.0 x 10-5 CMISEC Maximum TEST RESULTS COMPLY WITH SPECIFICATION THIS TEST WAS PERFORMED IN ACCORDANCE WITH THE METHOD REFERENCED. PERMEABILITY VALUES ATTAINED UNDER FIELD CONDITIONS WILL BE INFLUENCED BY COMPACTION DENSITY, COMPACTION MOISTURE CONTENT, COMPACTION EQUIPMENT USED, VARIATIONS IN MATERIAL, PREPARATION METHODS, SUBGRADE CONDITIONS, WEATHER, AND OTHER FACTORS. *w� REPORT REVIEWED BY: A Advance Testing J Com an p Y, Inc. C■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 CLIENT: Hudson Canyon Construction PROJECT: Castle Point Landfill PROJECT NO.: 970210 SAMPLE ANALYSIS REPORT ATC LAB NUMBER: 97-1082C TEST PERFORMED: Traixial Permeability Test Using Packpressure TEST METHOD: ASTM D5084 ITEM: Clay Barrier SOURCE: Southern Dutchess Sand & Gravel DATE SAMPLED: 10/14/97 SAMPLED BY: James Malley DATE TESTED: 1114-5-197 TESTED BY: Mike Creeden PROCTOR TEST DATA TEST METHOD. D698 MAXIMUM DRY DENSITY, PCF: 106.8 OPTIMUM MOISTURE CONTENT, PERCENT OF DRY WEIGHT. 18.5 SAMPLE PREPARATION METHOD: SOIL CLODS BROKEN/CHOPPED TO PASS 112 -INCH SIEVE. COMPACTED IN 1 cm LIFTS, SCARIFIED BETWEEN LIFTS. TEST SAMPLE DIMENSIONS BEFORE TEST AFTER TEST HEIGHT, cm: 9.97 9.72 DIAMETER, cm: 7.27 7.31 MOISTURE CONTENT, 96: 20.0 25.83 DRY DENSITY, PCF: 95.77 97.22 PERMEABILITY TEST CONDITIONS TYPE OF WATER USED: Tap Water EFFECTIVE STRESS, PSI (MINIMAX): 5.3016.36 MAXIMUM BACK PRESSURE: 68.3 PSI INITIAL DEGREE OF SATURATION: 71.096" HYDRAULIC GRADIENT: 7.3 FINAL DEGREE OF SATURATION: 95.096" Specific Gravity = 2.70 (EST.) PERMEABILITY TEST RESULTS COEFFICIENT OF PERMEABILITY AT 20°C ( 68OF ) k2o = 8.4 x 10-6 CMISEC SPECIFICATION: k2o = 1.0 x 10-5 CWSEC Maximum TEST RESULTS COMPLY WITH SPECIFICATION THIS TEST WAS PERFORMED IN ACCORDANCE WITH THE METHOD REFERENCED. PERMEABILITY VALUES ATTAINED UNDER FIELD CONDITIONS WILL BE INFLUENCED BY COMPACTION DENSITY, COMPACTION MOISTURE CONTENT, COMPACTION EQUIPMENT USED, VARIATIONS IN MATERIAL, PREPARATION METHODS, SUBGRADE CONDITIONS, WEATHER, AND OTHER FACTORS. H,�. REPORT REVIEWED BY: Advance TestingCompany, Inc. C 22 Sarah Wells Trail 0 Campbell Hall, NY 10916 0 (914) 496-1600 0 FAX 496-1398 CLIENT:gudson Canyon Construction ATC PROJECT NO.: 9`70 -7-/9 PROJECT -.97-1082A ATC LAB NUMBER: 97--1082A SOIL. ID NUMBER CL -5 TEST PERFORMED: MOISTURE -DENSITY RELATIONSHIP OF SOIL ( PROCTOR TEST ) TEST METHOD: ASTM D698, Method A rrEM: Clay barrier --Layer SOURCE: Southern Dutchess Sand ✓k Gravel DATE SAMPLED 10114/97 SAMPLED BY. -T. Maley DATE'IESTED 10/21/97 TESTEDBY:31 Percoski 107 1016 105 1,04 103 RESULTS OFPROCTOR MOISIZME-DENSITY TEST Visual Description: Brown clayey sand silt 14 15 16 17 18 19 20 21 22 MOISTURE CONTENT, PERCENT OF DRY WEIGHT xlsity : 106.7 e Content 18.2 les: N/A asize:N/A ry. Darsity.- N/A re Content: N/A .NCLLit •/9 ib/c:t_JL 0 INDIVIDUAL TEST POINTS PERCENT M0JSTURE DHT DE16= 14.4 103.1 17.9 106.6 € 19.2 106.1 21.2 103.9 Samples are prepared by the -dry- method and compacted using a mamwl razor. Wben the coated of"ovemim" particlts eztteds 3X. resuhs arc corrected per AMU D4718. The specific gravity of the oversize maybe determined liem test ( see report) fimen euating dots, or may be cd mded % Report Reviewed By: / { r't WE Advance` Yes#g: Company, 'ln'c:. T ~� 22 Sarah Wells Trall Campbell Hal{, . , NY 10916:0 (914) 496x1600 0 FAX 496-1398 - 0 C CLIENT; Hudson Canyon Construction ATC PROJECTNO.: 970210 PROJECT: Castle Point Landfill ATC LAB NUMBER: 97-1082B SOIL ID NUMBER:: CL -6r. a TEST PERFORMED: MOIS'iURE-DENMTY RELATIONSHIP OF SOIL. ( PROCTOR TEST) TF. UMIOD: ASTM.D698, Method A fI'Rlirt: ` Clay barr. sayer SOi1RCE, Sonthern butches " Sand' & Gravel DATE.SAMPL;ED Octobe>c 14,�1g9T ` Maley DA'fETESiED '.Qctober 27,; x;1997; " ' TES mu BY: ,0. Devlin r ..s r RESiILTSOFPROG`TIDR MOISTURE-,DF.NSFTP TEST . {. ',:.i'F !•Y. .rye i'Y, - VMW Desc1iption Brown clayey sandy silt. Test Maxum Dry Den*: 108.0 TWCUfi. Test OptiQuilm Moishve Content 17.1 %9 Percent CNamize Partidim- NIA Spedfic Gmvity of Oversize N/A ComcledUm�lmmDry Dauity....N/A gVcu.Jt. C,orricled 4i. Adotslwm Coruent: N/A Ve' •NIM mm • 105.0 P. UNINN: MV :::: 18.0 :::::: 21.0 .......... ........... UUMMUMMUM..r';e :::.....•:::::::::::::9:'r.E:•e::cEE::: I' LQ I ::9 .- 108 ,W. : .. Ee EE 0 107-1 Eu.. :�:::;::::::::•w.:::•:::::.;;;; eE= ::::::. .:...................E.....:..... :..:...................................... mm 106 m—::::::i.l....................=---...... MV ;:mw•:::::::..w: : a:u...u��•••.•NU ••if ,i .ow: :.Y.•.:: a p•�. � 105 a.M .:i .. ••i• N::Z::✓: 22 Sarah Wells Trail 0 Campbell Hall, NY 10916 0 (914) 496-1600 0 FAX 496-1398 CLIENT: Hudson Canyon Construction ATC PROJECTNO.: 970210 PROJECT: Castle Point Landfill ATC LAB NUMBER: 97--1082C SOI, ID NUMBER CL -7 TEST. PERFORMED: MOISTURE DENSITY RELATIONSHIP OF SOIL ( PROCTOR TEST ) TESTMETHOD:ASTM DM. Method A ITEM: Clay barrier. layer SOURLM Southern Dutchess-'Sand..;&%iGravel DATE SAMPLED: October 14, ..199.7 : SAMPLEDiY.-' T. Maley DATE7ESTED:October .27,, 199.7:, TESTED BY-' M': ' Cteeden RESULTS OF. 'PROG'I1DR J10ZS7TfR&DF"TYTEST 107, 106 U 105 04 W 104 zA 0 103 a 102 Z A 101 x A 100 %stn1Descripti0n Brown clayey sandy silt. Test Maxirnum Dry Density: 106.8 lWcu-ft. Test Optimum Moishwe Content 18.5 % Percent Oversize Particles: N/A % Specific Gravity ofOversuc: N/A CorrectedUkdmummDryDauity. N/A. LfVmJt Corrected Dpi. Moiawm Content: N/A % 17 18 19 20 21 22 23 MOISTURE CONTENT, PERCENT OF DRY WEIGHT INDIVIDUALTEST POINTS PERCW M01STURE DRT DEAWTT } 4:" 105.5 17.6 106.2 19.0 Advance TestEng Company, Unc. 22 Sarah Wells Trail 0 Campbell Hall, NY 10916 0 (914) 496-1600 0 FAX 496-1398 CLIENT: Hudson Canyon Construction ATC PROJECTNO.: 970210 PROJECT: Castle Point Landfill ATC LAB NUMBER: 97--1082C SOI, ID NUMBER CL -7 TEST. PERFORMED: MOISTURE DENSITY RELATIONSHIP OF SOIL ( PROCTOR TEST ) TESTMETHOD:ASTM DM. Method A ITEM: Clay barrier. layer SOURLM Southern Dutchess-'Sand..;&%iGravel DATE SAMPLED: October 14, ..199.7 : SAMPLEDiY.-' T. Maley DATE7ESTED:October .27,, 199.7:, TESTED BY-' M': ' Cteeden RESULTS OF. 'PROG'I1DR J10ZS7TfR&DF"TYTEST 107, 106 U 105 04 W 104 zA 0 103 a 102 Z A 101 x A 100 %stn1Descripti0n Brown clayey sandy silt. Test Maxirnum Dry Density: 106.8 lWcu-ft. Test Optimum Moishwe Content 18.5 % Percent Oversize Particles: N/A % Specific Gravity ofOversuc: N/A CorrectedUkdmummDryDauity. N/A. LfVmJt Corrected Dpi. Moiawm Content: N/A % 17 18 19 20 21 22 23 MOISTURE CONTENT, PERCENT OF DRY WEIGHT INDIVIDUALTEST POINTS PERCW M01STURE DRT DEAWTT 17.0 105.5 17.6 106.2 19.0 106.6 22.3 101.8 Samptes are prepared by the "dry' method and compacted using t mamnl ram—er. Wbes rho coateot of "oversize" particles exceeds 5%. rtsuhs arc corrected per ASW D4716. The specific gravity of the oversize may be determined from test ( see report,) from csisting datW. or maybe'Amled rt Rt RAWviewed BY V I B T Advance Testing Company, Inc. CLIENT Hudson Canyon Construction PROJECT Castle Point Landfill ATC LAB NO. 97 -IOM TEST PERFORMED: Direct Shear Test of Soils Under Consolidated Drained Conditions TEST METHOD: ASTM D3080, Using Boart-Longyear LG -1 l4 12"xl2" Appaaratus ITEM: Clay Barrier Layer SOURCE: Southern Dutchess Sand & Gravel. (CL -5) DATE SAMPLED: 10/14/97 SAMPLED BY: James Malley DATE TESTED: ll / 7, 10 / 97 TESTED BY: Kevin Patton 3UMMARF of TEST DATA Test results do not comply with specifications. Reviewed by: TEST NUMBER: 1 2 3 NORMAL STRESS, psf 144 288 576 MAX. SHF'AR STRESS, psf 443 498 827 HORIZ, DISPLACEMENT AT MAX. SHEAR 0.150 0.238 0.539 PERCENT MOISTURE, INITIAL 13.78 13.78 13.78 PERCENT MOISTURE, FINAL 13.74 13.76 13.72 DRY DENSITY, PCF, INITIAL 96.03 96.03 96.03 DRY DENSITY, PCF, AT TEST 96,57 96.80 97.31 THICKNESS, INCHES, R TTIAL 5.031 5.031 5.031 THICKNESS, INCHES, AT TEST 5.003 4.991 4.965 DISPLACEMENT RATE in/min 0.01 0.01 0.01 Peak Shear vs. Normal Stress Vertical vs. Horizontal Displacement F Q. 1000 0.12 800 0J - d 600 0.08 OF -1 psi N 400-2 0.06 M 0.04 psi N r 200 p 0.02— 4 psi N as 0 m 0 0 100 200 300 400 500 600 -0.02 -0.04 Normal Stress, pst Horiz. Displ., inches Shear Stress vs. Displacement 1000 900 800 f a 700 600 —1 N y 500mom psi 2 psi N 400 : -- 4 psi N 300 N 200 100 0 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 Horizontal Displacernent, Inches Test results do not comply with specifications. Reviewed by: 11 Advance Testing Company, Inc. ■ 92 fiarnh Walls Trail • Camnhell Hall_ NY 10916 • !9141 496-1600 CLIENT Hudson Canyon Construction PROJECT Castle Point Landfill ATC LAB NO, 97-1082B TEST PERFORMED: Direct Shear Test of Soils Under Consolidated Drained Conditions TEST METHOD: ASTM D3080, Using Boart-Longyear LG -114 12"x12" Apparatus ]TEM: Clay Barrier Layer SOURCE: Southern Dutchess Sand & Gravel (CL -6) DATE SAMPLED: 10/14/97 SAMPLED BY: James Malley DATE TESTED: 11/11-12/97 1 TESTED BY: Kevin Patton SUMMARY OF DIRECT SHEAR TEST RESULTS ANGLE OF INTERNAL FRICTION, o, DEGREES 36,10 TANGENT o (phi) 0.730 COHESION C Psf 359.0 SUMMARY OF TEST DATA TEST NUMBER: 1 2 3 NORMAL STRESS, psf 144 288 576 MAX. SHEAR STRESS, psf 495 523 795 HORiZ. DISPLACEMENT AT MAX. SHEAR 0.118 0.353 0.385 PERCENT MOISTURE, DMTAL 18.37 18.37 18.37 PERCENT MOISTURE, FINAL 18.35 18,35 18.30 DRY DENSITY, PCF, INITIAL 97.20 97.20 97.20 DRY DENSITY, PCF, AT TEST 97.67 97.67 97,96 THICKNESS, INCHES, INTITAL 4.979 4.979 4.964 THICKNESS, INCHES, AT TEST 5.003 5.003 5.003 DISPLACEMENT RATE in/mm 0.01 0.01 0.01 Peak Shear vs. Normal Stress Vertical vs. Horizontal Displacernent .� 1000- +n 0.07 a 800 a0i 0O6 600= —� 1 psi N 0.04 400 M 0,03 '+ ' 2 psi N 200 p 0.02- 4 psi N 0 E 0.01 0 100 200 300 400 500 600 0 -0.01 Normal Stress, psf Horiz. Dispi., Inches Shear Stress vs. Displacement 900 800 700 .. w CL 600-1 a psi N 500-2 psi N 400 --- N— 4 psi N r 300 N 200 100 O 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 Horizontal Displacement, Inches Test results do not comply with specifications. Reviewed by:%/ 0 T Advance Testing Company, Inc. ■ 5)P garnh WPIIS Trail e f:amnhPli Hall NY 1OQ1A • IQ1Al AQR-1ron CLIENT Hudson Canyon Construction PROJECT Castle Point Landfill ATC LAB NO. 97-1082C TEST PERFORMED: Direct Shear Test of Soils Under Consolidated Drained Conditions TEST METHOD: ASTM D3080, Using Boart-Longyear LG 114 12"x12" Apparatus TTFM: Clay Barrier Layer SOURCE: Southern Dutchess Sand & Gravel (CL -7) DATE SAMPLED: 10/14197 SAMPLED BY: James Malley DATE TESTED: 11112-13197 TESTED BY: Kevin Patton SUMMARY OF DIRECT SHEAR TEST RESULTS ANGLE OF INTERNAL FRICTION, o, DEGREES 41.70 TANGENT o (phi) 0.891 COHESION C Psf 321.5 SUMMARY OF TEST DATA Test results do not comply with specifications. Reviewed by: /� PEST NUMBER: 1 2 3 NORMAL STRESS, psf 144 288 576 MAX. SHEAR STRESS, psf 448 581 834 HORIZ. DISPLACEMENT AT MAX. SHEAR 0.247 0.226 0.602 PERCENT MOISTURE, INITIAL 17.47 17.47 17.47 PERCENT MOISTURE, FINAL 17.43 17.39 17.39 DRY DENSITY, PCF, INITIAL. 96.12 96.12 96.12 DRY DENSITY, PCF, AT TEST 96.50 97.17 97.38 THICKNESS, INCHES, INITIAL 4.547 4.547 4.547 THICKNESS, INCHES, AT TEST 4.529 --0()1 4.498 4.488 DISPLACEMENT RATE in/min 0.01 0.01 Peak Shear vs. Normal Stress Vertical vs. Horizontal Displacement a 1000- 0.1 a 800 -- 0.08- 6M .08600 a 0.08-1 psi N .. 400 a 0.04 00��- 2 psi N 200 4 psi N � 0 0,02-— d 0 100 200 300 400 500 600 � 0 -0.02 Normal Stress, pst Horiz, Displ., Inches Shear Stress vs. Displacement 1200 1000 w a IL 800 a t 1 psi N Epp f 2 N y psi 4 psi N m 400 61 r N 200 0 1 1 1 0 0.5 1 1.5 2 2.5 3 Horizontal Displacement, Inches Test results do not comply with specifications. Reviewed by: /� M T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, IVY 10916 • (914) 496-1600 September 15, 1997 Hudson Canyon Construction 115 Devries Avenue N. Tarrytown, NY 10591 ATTN: Mitch Berkey N�2U PROJECT: Castle Point Landfill PROJECT NO.: 970210 NATURAL MOISTURE CONTENT ITEM: Barrier Protection SOURCE: Karta Container SAMPLED BY: C. Devlin TESTED BY: M. Creeden LAB NO.: 97-924A NATURAL MOISTURE CONTENT: 22.1% A� T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 September 15, 1997 Hudson Canyon Construction 115 Devries Avenue N. Tarrytown, NY 10591 ATTN: Mitch Berkey Hi 4k PROJECT: Castle Point Landfill PROJECT NO.: 970210. NATURAL MOISTURE CONTENT ITEM: Barrier Protection SOURCE: Karta Container SAMPLED BY: C. Devlin TESTED BY: M. Creeden LAB NO.: 97-924B NATURAL MOISTURE CONTENT: 21.8% A T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 September 15, 1997 Hudson Canyon Construction 115 Devries Avenue N. Tarrytown, NY 10591 ATTN: Mitch Berkey 1�. PROJECT: Castle Point Landfill PROJECT NO.: 970210 NATURAL MOISTURE CONTENT ITEM: Barrier Protection SOURCE: Karla Container SAMPLED BY: C. Devlin TESTED BY: M. Creeden LAB NO.: 97-924C NATURAL MOISTURE CONTENT: 23.3% �Ik T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Client: Hudson Canyon Construction ATC Project No.: 970210 Date: September 13, 1997 Project: Castle Point Landfill Source: Karta Container Lab No.: 97-924 A,C Item: Barrier Protection Date Sampled: 9111197 by: C. Devlin Date Tested: 9113197 by: C. Devlin Atterberg Limits Test Method: ASTM D4318/AASHTO T89, T90 Results Lab No. 97-924A 97-924B 97-924C Sec. Liquid Limit 32 32 32 Plastic Limit NIA NIA NIA Plasticity Index N.P. N.P. N.P. Non -Plastic Notes: Report Reviewed by: 1A&.LXQ HW924ac T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Gradation Analysis Client Hudson Canyon Construction ATC Lab # 97-924A Project Castle Point Landfill Project # 970210 Source Karta Container Sample Date 9/10/97 Sample Type Barrier Protection By C. Devlin Sample Location Stockpile Tested Date 9119197 Specification 4.01.2-2.01A By J. Lynch Lab No. 97-924A Sieve %Ret %Pass Spec. 4" 0,0 100.0 100.0 2" 0.0 100.0 1.5" 0.0 100.0 1 ° 0.6 99.4 3/4" 1.7 97.7 1/2" 4.1 93.6 114" 8.2 85.4 #4 5.5 79.9 #10 15.4 64.5 #20 15.7 48.8 7.7 41.1 8.2 32.9 0-70 E 16.8 16.1 7.5 8.6 0-10 8.6 0.0 Comments: Minus #200 By Wash Code: SAG hud924A A T C Source mple Type ole Location Advance Testing Company, Inc, ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Gradation Analysis udson Canyon Construction Castle Point Landfill Karla Container Barrier Protection Stockpile 4.01.2-2.01 A Lab No. 97-924B Sieve %Ret % Pass Spec, 4" 0.0 100.0 100.0 2}' 0.0 100.0 1.5" 0.0 100.0 1" 0.0 100.0 3/4" 7.0 93.0 1/2" 7.4 85.6 1/4" 13.9 71.7 #4 5.6 66.1 # 10 12.3 53.8 #20 12.0 41.8 #30 5.3 i 36.5 #40 5.9 30.6 0-70 #80 18.4 12.2 #200 7.2 5A 0-10 Pan 5.0 0.0 Code; SAG h.024B ATC Lab # 97-9Z4ts Project # 970210 'ample Date 9/10/97 BY C. Devlin Tested Date 9/16/97 Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Gradation Analysis Client Hudson Canyon Construction ATC L=Date Spec. Project Castle Point Landfill Proje 100.0 Source Karta Container Sample mple Type Barrier Protection Byn ole Location Stockpile Tested eciftcation 4.01,2-2.01A Byh 112" Lah No. 97-924C 85.7 Sieve %Ret % Pass Spec. 4" 0.0 100.0 100.0 2" 0.0 100.0 1.5" 0.0 100.0 1" 0.0 100.0 314" 5.1 94.9 112" 9.2 85.7 114" 12.8 72.9 #4 5.3 67.6 #10 12.2 55.4 #20 12.8 42.6 #30 5.6 37.0 #40 1 6.0 31..0 0-70 #80 19.4 11.6 #200 7.2 4.4 0-10 Pan 4.4 0.0 Code: SAG ! ud914C A. T Advance Testing Company, Inc. 22 Sarah Wells Trail 0 Campbell Hall, NY 30916 0 (914) 496-1600 0 FAX 496-1 C I 3gg CLIENT- Hudson Canyon Construction ATC PROJECTNO.: 970210 PROJECT: Castle Point Landfill ATC LAB NUMBER: 97-924A 16.7 85.8 SOIL tD NUMBER BP -1 23.6 92.4 TEST PERFORMED:. MOISTURE -DENSITY RELATIONSHIP OF SOIL (PROCTOR TEST) 85.4 TEST METHOD: '. ASTM D698, Method B [TEM: Fill SOURCE: Karta Container DATE SAMPLED. September 10, 1997 SAMPLED BY: C'. Devlin DATE TESTED: .September 20, 1997 TESTEDBY: J. Lynch RESULTS OFPROCT OR MOISTURE-DEANTY TEST' visual Description: Recycled soil Test Magnum DryDrxay : 92.9 Tabu& Test Optimum Moist= Contmjt 2 2.2 ;. •/,.:;; , ` . Percent Oversize Particles: m. 10.0 %: _ Specific GravityofOversize_ :. N/A Corrected Maximum Dry DuuijVN l A : . WC34f L Corrected Opt. Moisture Came Wt I /A dl. ye .. 93 11 FFFFFFRH H 11 92 91 U 90 e� W 89 zA 0 88 a 87 z Q 86 D 85 116 20 24 28 MOISTURE CONTENT, PERCENT OF DRY WEIGHT INDIVIDUAL TEST' POINTS PERCENT MOISTURE DRY DEWJTY 16.7 85.8 19.8 91.3 23.6 92.4 28.2 85.4 ! Samples am prspared by the "dry" method and compacted using a msoual rammer. When the coated of "oversize" particles e=cc s S%, reach are romated per AVU D4 718. The specific gravity of the oversize may be determined from test ( see report,) from casting data, or may be estimrted Report Reviewed By: 1✓ Advance Testing Company, Inc. C 22 Sarah Wells Trail 0 Campbell Hall, NY 10916 0 (914) 496-1600 0 FAX 496-1398 CLIENT: Hudson Canyon Construction ATC PROJECTNO.: 970210 PROJECT: Castle Point Landfill ATC LAB NUMBER 97--924B SOIL ID NUMBER BP -2 TEST PERFORMED: MOISTURE -DENSITY RELATIONSHIP OF SOIL ( PROCTOR TEST) TESTMEMOD; ASTM D698, Method B rrEM: Fill SOURCE: Karta Container DATE SAMPLED: September 10, 1997 SAMPLED BY: C. Devlin DATE TESTED: September 20, 1997 TESTED By-. J. Percoski RESULTS OF PROCTOR MOISTURE -DENSITY TEST Visual Description: Recycled soil 93 92 8 O w' 91 U_. U a w r0.n 90 A O a 89 z m Q a 88 Test Maldmum Dry Density : 92.7 Ib/cuff Test Optimum Moishun Content 17.0 88.9 Percent Oversize particles: .20.0 % Specific Gravity of Over: N/A 90.5 CorreetedMaximumD,yDensity. N/A LvcuJL Corrected Opt. Moisture Content: N/A `/o ei�' d ;moi:•-�•^•.......... _ ..... 3:.-.��.,. INDMDUALTEST PERI�JVI MOlBIURE DRY. DEAUFFT 11.7 88.9 15.9 92.6 20.5 90.5 21.6 89.0 8mples arc pmpamd by the "dryr me&od sod compacted using r mamd rumaer. VAm the eodeo of -oversize" pw6cles t=ecds 5%. rssda srx corrected per ASTM D4718. The specific r v4 of the ovmize mw be de ermined firom test (a" rcport,) frvm c7ist6g &ft. or m yy be es4mde4 Report Reviewed By: Advance Testing Company, Inc. 22 Sarah Wells Trail 0 Campbell Hall, NY 10916 0 (914) 496-1600 o FAX 496-1398 CLIENT: Hudson Canyon Construction ATCPROJECTNO.: 970210 PROJECT: Castle Point Landfill ATC LAB NUMBER: 97-9240 SOIL m NUMBER: BP -3 =PERFORMED, MOISTURE -DENSITY RELATIONSHIP OF SOIL ( PROCTOR TEST ) TESTMETHOD: ASTM D698, Method B ITEM: Fill SOURCE: Karta Container DATE SAMPLED: September 10, 1997 SAMPLED BY: C. Devlin DATEL ESIED: September 20, 1997 TESL DBY: J..Lynch RESULTS OFPROCTOR MOISTURE -DENSITY TEST VmW Description: Recycled soil 19 23 , 27 31 MOISTURE CONTENT, PERCENT OF DRY WEIGHT 15.6 .1 89.3 18.2 1 91.9 23.2 1 91.2 27.7 1 85.9 Sarwles am prepared by the "dry, method and compacted using a m=4 ramrner. Wbm the content of -oversize" p"cics cuct& 5%. results art eon ecled per ASTM N 718. The specific gavity of the oversize may be determined fi-om test ( sec report.) frau agates* fd]attkk dor may be eAinmda Report Reviewed By: VYvL A Advance Testis Company,Inc. .r 9 CL NT Hudson Canyon Canshuction 'PROJECT' Cask Point Landfill ATC LAB NO. 97-924A TEST PERFORMED: Dired Shear Test of Soils Under Consolidated Drained Conditions 'TEST MEiTTOD ASTM D3080, U ' Boort LG -1 l4 12"k12" I1EM: Barrier Protection Fill - BP -1 SOURCE: KA to Container DATE SAM PIED. 9/10/97 SAMPLED BY: Dcvlin DATE TESTED .10n -M I TESTED BY: I Kevin Patton .. 12M 0.15 �0 w a. 1000 0 L 0.1 a 800 6 e a 00 400 006 - 2 psi N 200 0- 4 a) 00 ' 1 0 100 200 300 400 500 600 -0.05 Normal Stress, psf Horiz. Displ., Inches - - Shear Stress vs. Displacement 1200 1000 M O. 800 a w .��. em as w 400 t y 200 0 0 0.2 0.4 0.6 0.8 1 1.2 1.4 Horizontal Displacement, Inches V 4- A Advance Testis CompanyInc. -i- g p Y� CUENT Hudson goam Coashidion PROJECT Castle Port Undfill ATC IAB NO. 97-924B TEST PERFORMED: Dira:t Shear Tact of Soils Under CCom olidatod Dmied Conditions TEST METHOD: ASTM D3080, Using Boart LG -11412'x12" HEM Barrier ProWtion Fill, - BP -2 SOURCE Karts Container DATE SAMPLED: 9/10197 SAMPLED BY: Devlin DATE TESTED, 10/9,16197 1 TESTED BY: t Kevin peHn" _CIIMIAMV nrTw[ r n r.A TEST NUMBER: 1 ` -- - 2 3 NORMAL STRESS, psf 144 288 576 MAX. SHEAR STRESS, psf 206 313 631 HOM. DISPLACEMENT AT MAX. SHEAR 0.148 0.206 0.66 PERCENT MOISTURE, BU17AL 18.14 18.14 18.14 PERCENT MOISTURE, FINAL 18.09 18.07 18.05 DRY DENSITY, PCF, INTTTAL 83.43 83.43 83.43 DRY DENSITY, PCF, AT TEST . 84.78 85-24 85.93 TIRCKNFSS, INCHES, /NIDAL 4.094 4.094 4.094 TMCKNESS, INCHES, AT TESL 4.029 4.007 3.975 DISPLACFMIISf RKTFinlmi n 0.01 0.01 - 0.01 Peak shear vs. Nomnal Stress Vertical vs. ilorizo" Dt CL 700 600 0.15 5100 w 0 0.1 400 —� 1 psi N . w 0 300 200 « 0.06 --� 2 psi N .0 100 9 1 m 0 i 0 100 2DD 300 400 500 6100 -0.05 Nomnal Stress, psi Florin. Dlsp� inches Shear Stress vs. Displacement 1000 am w a 700 _- -- -1 pst N I 600 S 500 2 N N _ psi l 4 400 - 4 psi N I r 300 200N 100 D Advance Testing Company, Inc. CLIENT Hudson Canyon Construction PROJECT Castle Point Landfill ATC LAB NO. 97-924C TEST PERFORMED: Direct Shear Test of Soils Under Consolidated Drained Conditions TEST METHOD: ASTM D3080, Using Boart-Longyear LG -114 12"x12" Apparatus TI'EM: Barrier Protection Fill - BP -3 SOURCE: Karta Container DATE SAMPLED: 9110197 SAMPLED BY: Casey Devlin DATE TESTED: '1 10/21/97 TESTED BY: Kevin Patton SUMMARY OF DIRECT SHEAR TEST RESULTS ANGLE OF INTERNAL FRICTION, o, DEGREES 47.80 TANGENT o (phi) 1.103 COHESION C sf 235 SUMMARY OF TEST DATA TEST NUMBER: 1 2 3 NORMAL STRESS, psf 144 288 576 MAX. SHEAR STRESS, psf 387 563 867 HORIZ. DISPLACEMENT AT MAX. SIIFAR 0.384 0.411 0.517 PERCENT MOISTURE, INITIAL 22.69 22.69 22.69 PERCENT MOISTURE, FINAL 22.47 22.53 22.40 DRY DENSITY, PCF, WMAL 83.61 83.61 83.61 DRY DENSITY, PCF, AT TEST 84.77 85.15 85.86 THICKNESS, INCHES, INITIAL 3.688 3.688 3.688 THICKNESS, INCHES, AT TEST 3.637 3.621 3.591 DISPLACEMENT RATE I in/min 0.01 0.01 1 0.01 Peak Shear vs. Normal Stress f r -.-.MI.P.56 r r mm -.am • r r -WI-.-- „ PW �MMM�� r rr rr rr rr rr .rr Vertical vs. Horizontal Displacement 0.12 _ Horiz. Displ., Inches Shear Stress vs. Displacement /AN WWp�� 0.2 0.4 0.8 0.8 Horizontal Dlsplacemenl, Inches 1 1.2 Reviewed by: �� _„ -1 N --N -� T C Advance Testing Company, Inc. IN 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Gradation Analysis Client Hudson Canyon Construction ATC Lab # 97-925 Project Castle Point Landfill Project # 970210 Source Karta Container Sample Date 9/10/97 Sample Type Topsoil By C. Devlin Sample Location Stockpile Tested Dale 9/11/97 Specification I 5.0t.2 -2.01A By J. Lynch Lab No. 97-925 Sieve °/aRet %Pass Spec. 3" 0.0 100.0 2" 0.0 100.0 100.0 1.5" 0.0 100.0 1" 0.0 100.0 85-100 3/4" 0.0 100.0 1/2" 1.6 98.4 1/4" 8.6 89.8 65-100 #4 4.0 85.8 #10 14.0 71.8 #20 13.3 58.5 #30 5.9 52.6 #40 6.5 46.1 #80 15.9 30.2 #200 8.8 21.4 20-80 Pan 21.4 0.0. Comments: Minus #200 By Wash Code: SAG WWI A T C Advance Testing Company, Inc. ■ 22 Sarah Wells Trail • Campbell Hall, NY 10916 • (914) 496-1600 Client: Hudson Canyon Construction Date: September 12, 1997 Source: Karta Container Item: I Topsoil Lab No. 97-925 PH 7.8 % organic 7.1 to 2$ Project Name• Project No.: Lab No.: Date Sampled Date Tested: Summary of results Castle Point Landfill 970210 97-925 9110197 B : C. Devlin 9112197 By: I C. Devlin 5.5-7.6 2-20% PAGGI & MARTIN Consulting Engineers &Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 914-471-0905 (FAX) October 15, 1997 Hudson Canyon Construction, Inc. 115 DeVries Avenue North Tarrytown, New York 10591 Attention: Mitchell Berkey, P.E. Reference: Castlepoint Landfill Project Town of Wappinger Dutchess County, New York Dear Mitch: I am writing to request the status of your material pre -qualification testing for the above referenced project. Additionally, it appears as if.your Construction Schedule is no longer valid, as a number of milestone dates have already been exceeded. It would also appear that if the time periods for each task as noted in your Schedule are accurate, then you are in danger of exceeding the December 15, 1997 substantial completion date. Please advise this office of your progress in obtaining suitable materials in sufficient quantities to perform the work, and submit a revised Construction Schedule to reflect the recent delays. Any questions or comments may be addressed to this office. Thank you. Very truly yours, Peter J. Paggi PJP:law cc; Albert P. Roberts, Esq. Hon. Constance O. Smith, Supervisor Hon, June Visconti, Councilperson Hon, Vincent Bettina, Councilperson Hon.. Joseph Ruggiero, Councilperson Hon. Robert Valdati, Councilperson Elaine Snowden RECEiilED OCT Z 0 1991 ELAINE SNOWDEN TOWN (;�ff printed on recycled paper Joseph E. Paggi, Jr., P.E. Ernst Martin, Jr., P.E., L.S. PAGGI &. MARTIN Consulting Engineers &Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914471-7598 914-471-0905 (FAQ September 23, 1997 Hudson Canyon Construction, Inc. 115 Devries Avenue North Tarrytown, New York 10591 Attention: Christopher T. Coyle Reference: Castlepoint Landfill Town of Wappinger Dear Mr. Coyle: This office has reviewed your Shop Drawing submittal dated September 19, 1997 for the above referenced project. Our comments are as follows: 1. PVC Schedule 40 Drainage Fittings: Approved as noted. a. Perforations shall be as specified in the Contract Documents. 2. AEF Woven Geotextile (AEF d50WD:. Approved as submitted. This Shop Drawing approval is limited to the specific information submitted and does not relieve the Contractor of any of his requirements under the Contract Specifications. Field verification of all dimensions, sizes, elevations, locations, and grades shall be the sole responsibility of the Contractor. Copies of all Shop Drawings are enclosed for your files. Please feel free to contact me if you have any questions or comments. Thank you for your consideration in this matter. Very t y yours, Peter L Paggi PJP:Iaw Enclosure cc: Hon. Constance O. Smith, Supervisor Hon. June Visconti, Councilperson Han. Vincent Bettina, Councilperson Han. Joseph Ruggiero, Councilperson Hon. Robert Valdati, Councilperson Elaine Snowden RECEIVED SEP 2 4 1997 ELAINE -7 SNOWDEN TOWN CLERK Joseph E. Paggi, Jr., P.E. Ernst Martin, Jr., P.E., L.S. pronled on recycled paper 09/19/199-e 11:29 19146215552 N.C.C. HCC FA6E 02 HUDSON CANYON CONSTRUCTION ebo'r'ff,10ff wvaNUE • h!. 7w1e1RYTOw", Nr foapl (614163t.1211 Mr. Peter Paggi Paggi & Martin Consulting Engineers 5456 Main Street Poughkeepsie, NY 12601 Re; Castlepoint Landfill Wappingers, Now York HCC Project No, 1162 Submittals Dear Mr. Paggi: For the above. referenced project, please find enclosed three (3) copies of the following documents submitted flar your review and approval, tional RipC Cornl2l y, S ;^_"'P0VF_0AS NOT1. PVC Schedule 40 Drainage Fittings specifications and details. Ll A"'p", I Submitted for use as PVC Gas 'Vents according to contract specifications, Am I} ►�4T1 .0 X45 {� erican Fzngineering_Fabrics. Inc.: 1. Physical Properties Data Sheet for AEF650W, submitted as an equal for Mirafi 140N as called for in contract specifications. Fabric to be >,GJEID ANO " ` used in gas vent installation, "truck wash" installation and silt fencing. I ave any esu ns, or require any further information, please do not hesitate to contact �r C� Very truly yours, HUDSON CANYON CONSTRUCTION, INC. Cstopher T. Coyle CTCfje Enclosures (2) 1p E,9/ 19,," 199 7 11. 29 1914631565' Hcc VASSALLO LIST PRICE NO, SCH40-1296 EFFECTIVE DECEMBER 23, 1996 PVC SCHEDULE 40 DRAINAGE NON -PRESSURE DWV FABRICATED SOLVENT WELD M MBB'R OF AMERICAN SOCIM FOR TESTNO AND MATMIAL.S INDUSTR AS VA,SSALLO, INC. PO BOX 473` COTO LAUREL, PUERTO RICO 007eo TELEPMONI� (787) 848-1515 FAX (787) 848-1766 VASSALLO DISTRIBUTION -CENTER Io BOX BCT LAKE WALES. FL 33&5"567 TELEPHONE (941) 676-7975 FAX (941) 67"216 VA+SSALLO U*rOM * 1=6 PAGE 03 4" TO 12" MEMBER OF loll-sE4 4 PVC PIPE AOCIATtt D�O BY P.0, C Y ft 1VO CON,10 Iar PACE SCH40-1 VA LO UST PMCSS I= JCKWULA 40 $"NCS PAGE SCM34 179x''19!1997 11:29 19146315662 niqTionaL HCC VELLANO BEAC CO: PAGE 04 PVC Pipe for SrWaste, Vent & �he�du�le4nd 80 NaWnal PVC has an extremely low thermal candue- Wty, 1/200 that of sieel and 112000 of Copper. Many applications can be Used without insulation, thereby reducing cost, (0o l'i" OTHER USES FOR NATIONAL PVC PIPE • Corrosive Cooling water systems • Sprinkling and lrrigadcn systems • Swimming pool piping • Water filtration plants • Process water lines • Potable water piping • ChOrniral feed lines for ferric chloride, ferric sulfate, ferrous sulfate, hypochlorite, alum chlon- nated seater, hydrolluosi- licio acid and activated carbon slurries - Sewage plants, to handle raw 3ew;39e, Sludge and sewage, sludge and sow. age gases from dfge$tor's Due to the potential ha=rds invvived in Pneumatic (compressed air) systems and having no control over installation and/or applica- tion, National Pipe Company will not recommend the us* Of PVC pipe in pneurnatic systems, 09/19/1'397 11:'2)9 1914S315652 H', J J OurP"M Sta#Ior J.J Adu UP,* ao DurabilStrength,�ilkk% tion', & So Muer Morei anvfachninq 5"a nflons for orale, Waste, Iand VWftP"ipa: NAlional Pipe Cornparry maraufaatures its pipe from PVC Cali Glassftatian 124548 (Type 1, Grade 1 ) as described In ASTM -D-1784. It confomTs to ASTM -0- 26M, and U.S. ural ' Specillcaton L -P 34a and National Sanitation Foun'detion Standard 14 which is indicaWd by the foil IegG: (NSF-dwvl. itis mamu- facturpri to IPS o=d%val memkions and has SCh�tdule 40wall thickness. ... Inventories are maintained in full shipping -units 44n1ain- Ing 20 -foot lengths of plain -and pips. A trucidoad is comprises! of 16 units and may Include units of varicaus, sizes. Freightispre-pais} on all truddoad shrprnentL SELECTION: National provides seven stock sizes of PVC pipe for Grain, Waste and Vent Applications. >5eiaw is a conve- nient chart noting, the sixes, stack numbers, outside diameters; and wall thickne615es to make your sped ytng easier DRAIN, --7— &VENT RIFE DIMENStQNS: SHIPPING UNITS 1DAGE 05 Si:e ¢n ir;chee) stock Number "f Z 36400-122o 36400 -mo 3$400-2020 4 140 36.400-3020 .145 2375 36400-4020 3-600 ., e 36400-6020 .237 $ 36Wf?-6020 SHIPPING UNITS 1DAGE 05 IINSTALLAMN OF DRAIN, WASTE & VENT PVC- PIPE of Number Many installers actively prefer PVC pipe ovW mei bscause, of Its falx. easy insta labor. Joints and fft n9s Size Lente FO°m4'e are soivemt-welded with enviable simpricity, forrning a Haff parmarmnt bontL. 1 3,600 Pallets Minimum WPI ' Outsidio Diameter -rnikkom (in Inches) On Inclees) 1.660 140 1.900 .145 2375 ,154 3-600 ., e 4.500 .237 6.625 250 3.625 .322 IINSTALLAMN OF DRAIN, WASTE & VENT PVC- PIPE of Number Many installers actively prefer PVC pipe ovW mei bscause, of Its falx. easy insta labor. Joints and fft n9s Size Lente FO°m4'e are soivemt-welded with enviable simpricity, forrning a Haff parmarmnt bontL. 1 3,600 Pallets There are no rough corners or surfaces to snag, and the =00th. Clearl appeamnce of a National Pipe Company PVC insWiation Is a source of personal pride to the installer. NOTE: When Irrsiailirtg under the IAPMO Uniform Plumbing tea, NatitnaI Pipe Company PVC Pipe Primer rnust 0e used following Step 2 Refer to Page 9 tor further details. 11h 1184 3,280 2 198 3,960 Full 3 92 1.$4I] Pallets i 4 57 1,020 s .22 440 There are no rough corners or surfaces to snag, and the =00th. Clearl appeamnce of a National Pipe Company PVC insWiation Is a source of personal pride to the installer. NOTE: When Irrsiailirtg under the IAPMO Uniform Plumbing tea, NatitnaI Pipe Company PVC Pipe Primer rnust 0e used following Step 2 Refer to Page 9 tor further details. a13/15/1997 11:29 191463156132 -AEF Woven 66otextiles tMCAL ROWAL OKWW Rap" T4d Method 2aftAv Nu%cpu9vapluaa+N my, IMer4nk4d�IrroorKdtllthvw na.�ord�y pr n"*d ►a:rwhi. n0- o xmmkwd is to tha ri a aura, r. 'o 0-r o=m3tu and mlab* Am iq= &*dww v Fd7eiCti AV, UELrrsr rw mmardobev far tro %W 0 'A awe 0 1 , ft -W Nmwr C&Itfft es fifthav kn +ten a tb t en gra, HCC PAGE 06 AEf Landscape fabric Your Answer To: C WEED CONTROL! C3 DRAINAGE! EROSION! C]vrcblepvJyr�erattd'hlg�r tlYresisfvntpolyprcyyl'er nonwoven fabric for MuM-Aj� Landsc c pe Use W 0001rol -tallows moisture and ferffllzers I p<�w through while lmpreding weed growth. Drainage and *=ration - separates soil-mulc� loll- ravel layers. Prevents ermon of emban) ments. ;r0talhing waft Weight - 4.5 oz/sq. yd. Roti Sizer Y x 2W I& x 2W 15' x ?.50' 121Yx250' For Further Information Please Contact. d1MIRU ED BY VE3.l*+4NO BRO$, INC. Po. sox 837 NOFtT%t RG_ ROUTV 90 AMERICAN ENGINEERING FABRICS, Inc. 1 Coffin Avenue • New Be ftrd. Masscchusetts 02746 -'Tel. (508) 9934622 • FAX (508) 944-7156 ftbroccWkith � �'�' • � Gab �t A "_ 776 AM D -4W2 4,2 WVe 200 U r"V Tommi ASTM D►4533 90 ft& 9urar 5`lnth ASTM D-3786 400 psi ASTM 0-3787(med) 90 lb& -a ASTM Dd,'�2 ` 20% Eos ASTM D43,35 70%; C5ra0 hm) GW -02215 40 A0300W Aa4ric8tructurs -. Woven � �' 1 125 Lwvth v dL weight ASTM 0,3776C s.°8 * ycia ASTM D.W2 300IbL TMp rear Sr:.eVth ASTM U-4533 120 lbs. tM j* t W)gth ASTM 0-,3786 600 psi PkNtit,+lum ASTM D-3707(rrnaa) 160 tbs � + ASTM D4632 20% (JV RQVWWX�@ ASTM ❑ 335 70% + (Spp h-,) lao's 2215 40 � 6l141M F M& Stluc hx* — Mwn FO*-_ Wfcft-- 125 bio >�ri .. 100-150 Ilrti yCls. Gft n ASTM 4632 D dw x 2 4 ibL TMpT0 r3hWVlh ASTM 04= 100 b tit Srre oh ASU 4.3786 450 Ibs PurcN.x ASW "787cavd, 125 lh Haraliart ASTM 0-4632 25 x 15 W Rodftrx�a ASTM D-4335 70% * (SM hm) CVV-=15 40 Ai�dAGNI FetC SI1UCfurlt PMOiy M CompoOcn — -,- WaWn poopmoy tic Wd,th -- Orr {x#+ O=qp& aoc tic ism — 100.15Q lim yds, V^ %" ASTM 0-3776C 6.3 =A cF Gf0b 8ftWVM ASTM 6.4+632 390 x 26fI ltd. Trap To= Shwvth ASTM 0-4533 115 x 65 ltd. &Xxt Stiavh ASTM D-3786 495 poi Pump w ASTM 0-3787(ff�d) 130 Ib& ftwv7tkCn ASTM 0-4632 30% W minae ASTM D-4335 70% + (500 hm) Q.S - -15 70-100 Nu%cpu9vapluaa+N my, IMer4nk4d�IrroorKdtllthvw na.�ord�y pr n"*d ►a:rwhi. n0- o xmmkwd is to tha ri a aura, r. 'o 0-r o=m3tu and mlab* Am iq= &*dww v Fd7eiCti AV, UELrrsr rw mmardobev far tro %W 0 'A awe 0 1 , ft -W Nmwr C&Itfft es fifthav kn +ten a tb t en gra, HCC PAGE 06 AEf Landscape fabric Your Answer To: C WEED CONTROL! C3 DRAINAGE! EROSION! C]vrcblepvJyr�erattd'hlg�r tlYresisfvntpolyprcyyl'er nonwoven fabric for MuM-Aj� Landsc c pe Use W 0001rol -tallows moisture and ferffllzers I p<�w through while lmpreding weed growth. Drainage and *=ration - separates soil-mulc� loll- ravel layers. Prevents ermon of emban) ments. ;r0talhing waft Weight - 4.5 oz/sq. yd. Roti Sizer Y x 2W I& x 2W 15' x ?.50' 121Yx250' For Further Information Please Contact. d1MIRU ED BY VE3.l*+4NO BRO$, INC. Po. sox 837 NOFtT%t RG_ ROUTV 90 AMERICAN ENGINEERING FABRICS, Inc. 1 Coffin Avenue • New Be ftrd. Masscchusetts 02746 -'Tel. (508) 9934622 • FAX (508) 944-7156 VEI R. LIS, STEIN EIS, ROBERTS & PERGAMENT ATTORNEYS AND COUNSELORS AT LAW 1.611 ROUTE 9 WAPPINGERS FALLS, NEW YORK 1.2590 (914) 298-2000 GERALD A. vERGILIS* KENNETH M.STENGER ALBERT P. ROBERTS IRA A. PERGAMENT ANTONIA T. LUCIA LOAN F. GARRETT** THOMAS R. DAVIS CHRIS MULARADELIS *ADMI=,D'rG PRACTICE IN NY & FLA. *.ADMITTED TO PRACTTCF IN a TY &. CONN. August 14, 1997 Town Board, Town of W appinger 20 Middlebush Road Post Office Box: 324 Wappingers Falls, New York 12590 FAX (914) 298-2842 Attn: Hon. Elaine Snowden, Town Clerk Re: Castlepoint Landfill Closure Our File No: 12951.0101 Dear Elaine: LEGAL ASSISTANTS: DALE O'DONNELL AMY E. WOODARD POUGHKEEPSIE OFFICE 276 MAIN MALL POUGHK"EEPSIE, NY 12,601 (41.44) 452-1046 ADDRESS RFPIrY TO: ( ) POUGHKF,'EPSIE ) WAPPINGERS I enclose herewith the Renewal Certificate of General. Liability Insurance in connection with the above referenced matter. Please note that the termination of the policy is July 30, 1998. The Certificate of Insurance names the Town of Wappinger as a certificate holder and otherwise complies with the minimum insurance requirement of the Town. Very truly yours, VERGILIS, STENGER, ROBERTS & PERGAMENT JLI ERT P. 3ERTS APR/jwm Enclosure PC: Hon. Constance O. Smith, Supervisor (w/o enclosures) Joseph E. Paggi, Jr., P.E. (w/o enclosures) 111® PRODUCER...... ] INSURED MILLER & MILLER INS AGCY INC 720 COMMERCE STREET THORNWOOD NY 10594 HUDSON CANYON CONSTRUCTION INC 115 DEVRIES AVENUE NORTH TARRYTOWN NY 10591 DATE (MM/DD/YY) 07/31/97 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A CNA INSURANCE COMPANY COMPANY B COMPANY C COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH. RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTA TYPE OF INSURANCE POLICY NUMBER POLICY POLICY EFFECTIVE (MM/DWlYY) POLICY EXPIRATION DATE (MM/DD/YY)LIMITS AL GENERAL LIABILITY 730074647 7/30/97 7/30/98 GENERAL AGGREGATE s2,000,000 X COMMERCEAL GENERAL LIABILITY PRODUCTS - COMP/OP AGG sl 000 00 0 CLAIMS MADE FX] OCCUR PERSONAL & ADV INJURY S1,0 0 000 EACH OCCURRENCE $1,000,000 OWNER'S & CONTRACTOR'S PROT FIRE DAMAGE (Any or* fire) $ 50,000 MED EXP (Any *r* Person) s 5,000 AUTOMOBILE LIABILITY 730074647 7/30/97 7/30/98 1,000,000 X ANY AUTO COMBINED SINGLE LIMIT f BODILY INJURY ALL OWNED AUTOS SCHEDULED AUTOS (Per person) = X HIRED AUTOS X NON -OWNED AUTOS BODILY INJURY ; (PK .Mani) AGE LIAINLITY ANY AUTO PROPERTY DAMAGE $ AUTO ONLY - EA ACCIDENT 1 i EACH ACCIDENT S AGGREGATE $ EXCESS LIABILITY 730074647 07/30/97 07/30/98 EACH OCCURRENCE s2,000,000 X UMBRELLA FORM AGGREGATE $2 0OO OOO OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND STATUTORY LIMBS EMPLOYERS' LIABILITY EACH ACCIDENT $ THE PROPRIETOR/ INCL DISEASE - POLICY LIMIT $ PARTNERS/EXECUTIVE OFFICERS ARE: EXCL DISEASE - EACH EMPLOYEE $ OTHER DESCRIPTION OF OPERATFONSILOCATIOWVEHICLESI$PECIAL ITEMS RE: CASTLEPOINT LANDFILL CLOSURE ADDITIONAL INSURED INCLUDES THE TOWN OF WAPPINGER, AND THE FIRM OF PAGGI & MARTIN ENGINEERS (ENGINEERS TO THE VILLAGE ) ATIMA TOWN OF WAPPINGER 20 MIDDLEBUSH ROAD WAPPINGERS FALLS NY 12590 SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAL 30 DAYS WRITTEN NOTICE TO THE CERTSICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON ft CO Y, ITS AGENIS 9L R S ATNES. AUTNORUD REPRES GLENN D. PRODUCER IINSURED MILLER & MILLER INS AGCY INC 720 COMMERCE STREET THORNWOOD NY 10594 HUDSON CANYON CONSTRUCTION INC 115 DEVRIES AVENUE NORTH TARRYTOWN NY 10591 - », kk DATE(MINDINVY) 07/31/97 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A CNA INSURANCE COMPANY COMPANY B COMPANY C COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER LI POLICY EFFECTIVE DATE (MMMWYY) POLICY EXPIRATION DATE (MMMWYY) LIMITS pi GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE [X] OCCUR OWNER'S &CONTRACTOR'S PROT - 730074647 7/30/97 7/30/98 GENERAL AGGREGATE s2,000,000 PRODUCTS - COMP/OP AGG $1,0001000 PERSONAL A ADV INJURY $1,000,000 EACH OCCURRENCE S1,000,000 FIRE DAMAGE (Any one Oro) ; 50,000 OTHER THAN AUTO ONLY: MED EXP (My one aeon) $ 5,000 AGGREGATE S AUrOMORLELIABILITY X 730074647 7/30/97 7/30/98 1,000,000 COMBINED SINGLE LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATION$NEHICLESMPECIAL ITEMS TOWN OF WAPPINGER 20 MIDDLEBUSH ROAD WAPPINGERS FALLS NY 12590 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED ED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAR SUCH NOTICE SHALL NYIPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON ,THE COMPANY, ITS AGENTS OR REPRESEIhFATNES. AUTHORIZED REPREe p GLENN D .SS E \ $` ..X"<�I� ,;PLJ ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BODILY INJURY ; (P- P—) X X BODILY INJURY ; (Per awl) PROPERTY DAMAGE ; GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT S OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE S EXCESS LIABILITY X UMBRELLA FORM OTHER THAN UMBRELLA FORM 730074647 07/30/97 07/30/98 EACH OCCURRENCE ; 2,060,000 AGGREGATE s2,000,000 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR/ INCL PARTNERS/EXECUTNE OFFICERS ARE: EXCL STATUTORY LIMBS EACH ACCIDENT $ DISEASE - POLICY LIMB $ DISEASE • EACH EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONS/LOCATION$NEHICLESMPECIAL ITEMS TOWN OF WAPPINGER 20 MIDDLEBUSH ROAD WAPPINGERS FALLS NY 12590 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED ED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAR SUCH NOTICE SHALL NYIPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON ,THE COMPANY, ITS AGENTS OR REPRESEIhFATNES. AUTHORIZED REPREe p GLENN D .SS E \ $` ..X"<�I� ,;PLJ Town Board, Town of Wappinger 20 Middlebush Road Post Office Box 324 Wappingers Falls, New York 12590 Attn: Hon. Constance O. Smith, Supervisor Re: Castlepoint Landfill Closure Our File No: 12951.0101 Dear Connie: I am in receipt of a Labor and Materials Payment Bond issued by Colonial Surety Company, 50 Chestnut Ridge Road, Montvale, New Jersey 07645, issued on behalf of Hudson Canyon Construction, the successful bidder on the Castlepoint landfill closure project. I find said Labor and Material Bond in proper form and, accordingly, formal contract signing should be arranged. In connection thereto, the following original documents are being hand delivered to Elaine Snowden on this date: 1. Labor and Materials Bond No. CSC -200404;. 2. Certificate of Commercial General Liability Insurance; 3. Certificate of Worker's Compensation Insurance; 4. New York State Disability Insurance Certificate; and VERGILIS, STENGER, ROBERTS & PERGAMENT ATTORNEYS AND COUNSELORS AT LAW 1611 ROUTE 9 WAPPINGERS FALLS, NEW YORK 12590 (914) 298-2000 GERALD A. VERGILIS* FAX (914) 298-2842 LEGAL ASSISTANTS: KENNETH M. STENGER DALE O'DONNELL ALBERT P. ROBERTS AMY E. WOODARD IRA A. PERGAMENT ANTONIA T. LUCIA POUGHKEEPSIE OFFICE JOAN F. GARRETT** 776 MAIN MALL THOMAS R. DAVIS POUGHKEEPSIE, NY 12601 CHRIS MULARADELIS (914) 452-1046 4ADMITTED TO PRACTICE ADDRESS REPLY TO: (} POUG,HIUMPSIE IN NY & FLA. O WAPPIIJGERS **ADMITCED TO PRACTICE IN NY & CONN. July 23, 1997 Town Board, Town of Wappinger 20 Middlebush Road Post Office Box 324 Wappingers Falls, New York 12590 Attn: Hon. Constance O. Smith, Supervisor Re: Castlepoint Landfill Closure Our File No: 12951.0101 Dear Connie: I am in receipt of a Labor and Materials Payment Bond issued by Colonial Surety Company, 50 Chestnut Ridge Road, Montvale, New Jersey 07645, issued on behalf of Hudson Canyon Construction, the successful bidder on the Castlepoint landfill closure project. I find said Labor and Material Bond in proper form and, accordingly, formal contract signing should be arranged. In connection thereto, the following original documents are being hand delivered to Elaine Snowden on this date: 1. Labor and Materials Bond No. CSC -200404;. 2. Certificate of Commercial General Liability Insurance; 3. Certificate of Worker's Compensation Insurance; 4. New York State Disability Insurance Certificate; and Town Board, Town of Wappinger Attn: Hon. Constance O. Smith, Supervisor July 23, 1997 Page 2 5. Performance Bond No, CSC -200404. Very truly yours, VERGILIS, STENGER, ROBERTS & PERGAMENT )LBIERT P. ROBERTS APR/jwm Enclosures PC: Hon. Elaine Snowden, Town Clerk Hon. Robert Valdati, Councilman (sent to home address) Hon. June Visconti, Councilwoman (sent to home address) Hon. Joseph Ruggiero, Councilman (sent to home address) Hon. Vincent Bettina, Councilman (sent to home address) Joseph E. Paggi, Jr., P.E. H.c.c. HUDSON CANYON CONSTRUCTION I IS DEVRIES AVENUE - N. TARRYTOWN, NY 10591 (91' 4i) 631-1311 July 18,,1997 a Mr. Albert Roberts Vc-rgilis, Stenger, Roberts, & Perganient 1611 Rotate 9 Wappingers Falls, NY 12590 Re: Castlepoint Landfill Closure H.C.C. Pic),ject No. 1162 Labor and Materials Bond Dear Mr. Roberts: Please find thf,- folk-o,,-ing -locument enclosed for the above referenced pro.ject: Labor and Materials Bond (Bond No. CSC -200404). If vou have any quesnorls, or require any further information, please do not hesitate to contact tyle. jC ,Enclosure cc: Mr. Peter Pagg] (w/o Enc.) Very tj'd!Y youl-s" N � S,.r -LrC'-T'TC)�"q "' p Tr' HUDSON CANYON C0j'4 Joanne Chin COLONIAL SURETY COMPANY - Inc. 1930 - 50 Chestnut Ridge Road Montvale, NJ 07645 (201) 573-8788 LABOR AND MATERIAL PAYMENT BOND BOND NUMBER: CSC -200404 KNOW ALL MEN BY THESE PRESENTS: That Hudson Canyon Construction Corp, North Tarrytown, NY as Principal, hereinafter called Principal, and COLONIAL SURETY COMPANY a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, as Surety, hereinafter called Surety, are held and firmly bound unto TOWN OF WAPPINGER, 20 MIDDLEBUSH ROAD, WAPPINGERS FALLS, NY 12590 as Obligee, hereinafter called the Owner, for the use and benefit of claimants as herein below defined, in the amount of Four Hundred Forty Four Thousand Eight and 00/100 Dollars ( $444,008.00 ), forthepayment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated June 20, 1997 , entered into a contract with Owner for CASTLEPOINT LANDFILL CLOSURE -CONSTRUCTION OF AN EATHEN CAPPING SYSTEM AND ASSOCIATED APPUNTENANCES in accordance with drawings and specifications prepared by (here insert full name, title and address) PAGGI & MARTIN, 54-56 MAIN STREET, POUGHLEEPSIE, NY 12601 — which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Principal shall promptly make payment to all claimants as hereinafter defined for all labor and material used or reasonably required for use in the performance of the Contract then this obligation shall be void-, otherwise it shall remain in full force and effect, subject, however, to the following conditions: (1) A claimant is defined as one having a direct contract with the Principal for labor, material, or both, used or reasonably required for use in the performance of the contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. (2) The above-named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgement for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. (3) No Suit or action shall be commenced hereunder by any claimant. (a) Unless claimant, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope addressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. (b) After the expiration of one (1) year following the date on which Principal ceased work on said Contract, it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. (c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the project, or any part thereof, is situated, and not elsewhere. (4) The amount of the bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by surety or mechanics'liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented and against this bond. Signed and seated this 25th day of June A.D., 1997 In the presence of: HUDSON CANYON CONSTRUCTION CORP rl (Seal) . ...... ... ...... .. 7 j�ktS IDENT THEODORE J. MLOM, COLONIAL SURETY COMPANY B,el 140 , (,Seal) ✓ ierryan e Irro ttorney-m- act This bond is issued simultaneously with performance bond in favor of the Owner conditioned on the full and faithful performance of the Contract. FORM 0200-146 H Almlh4mcm HUDSON CANYON CONSTRUCTION 115 DIVRIES AVENUE 0 N, TARRYTOWN, NY 10591 (914)631-1'311 Mr. Albert Roberts Vergilis, Stenger, Roberts, & Pergament 1611 Rome 9 Wappingers balls, NY 12590 RC: C,18tlepo'nt Landfill .1 Closare H C. C. Project No. 1.162 Dear NIn Rober-ts: Please find Ow f1c 11 t),,ving documents enclosed for the above referenced project: � � 1, 11 -) t C017 Ce-rufleate of'Wcrker's Compel cation insurance. 3. NY'S Disability Insura.,nee,Cet-6. �,! fiewL .c, 4. Pcr'lornan.ce Bond (Bond No. CSC -'10() ,404) ifyo�,i have. any qicsdons, orzieqiAire .1uy further linforr."Iatioll,7 se do not h�,sitX ate to klil�c;t me. I P 1. ica VCry truly Allours, [ ii "A)SON CA'`,] "O CONSTRI.XMCAN, IN(-'' loamic ?_`.hin, J JC Enclosures (4) CC Mr. Peter Paggi (w/o T'rinder & Norwood, Inc. I n S U r a n c e B r o k e r s ,June 24, 1997 Town of Wappinger 20 Middlebush Road Wappingers Fails, NY 12590 This letter serves to deliver a Certificate of Insurance as follows: For: Hudson Canyon Construction Inc. X New Renewal Certificate Revision of prior Certificate dated If you have any questions concerning this document, please be certain to contact this office. Very truly yours, Trinder & Norwood, Inc. icy P, Miller 04710 05188 Remarks: cc: Hudson Canyon 106 Corporate Park Drive, White Plains, New Nark 10604 Telephones: White Plains: (914) 694-5600 NY: (71'8) 792-9815 Fax: (914) 694-1538 :::f,.::::�r.}:'G ""':•',-^.fi^+5'^•.':':. +ti3':. ;:iC::. ?:tio: :;(>:":"' :0':+ ':.:4:: :. <:.: kk }i A ORD C °` :.:I:.v oi:t}: i'.' ':n4 DATE MMIDDlYY .M1A ic. 06/24/97 th �:.+ t TM L ::¢ +...:+ <. ..... +. .:,tib.. ax..Ys's::2:.t a .y:.<.>:... ?: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PRODUCER TRINDER & NQRWDQD, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 106 CORPORATE PARK DRIVE ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE WHITE PLAINS, N.Y. 10604 COMPANY A Royal Insurance Company INSURED COMPANY Hudson Canyon Construction, Inc. B 115 Devries Avenue COMPANY North Tarrytown, NY 10591 __C COMPANY D ::.... ... f.n•: ':p:.+::.x.x, ...:ni.:':. +...¢..¢ .:.c:. .. ..+.:.rc}.+.. +::.+::.0 ..: :.ix.�:' ... .. t'r;?�:4--_-•-•--..-...n4.''{."fi? i..: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMlDDNY) POLICY EXPIRATION DATE (MWDDNY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ 2,000,000 PRODUCTS COMP/OPAGG $2,000,000 A COMMERCIAL GENERAL LIABILITY GSP 235544 0096 12/16/96 12/16/97 PERSONAL &ADV INJURY $ 1,000-000 + CLAIMS MADEOCCUR EACH OCCURRENCE $ 1,000,000 OWNER'S & CONTRACTOR'S PROT FIRE DAMAGE (Any one fire) $ 10,000 MED EXP (Any one person) $ 5,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ A ANY AUTO GSP 235544 0096 12/16/96 12/16/97 1,000,000 ALL OWNED AUTOS BODILY INJURY $ (Per person) SCHEDULED AUTOS — HIRED AUTOS BODILY INJURY $ (Per accident) NON -OWNED AUTOS PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY_- EA ACCIDENT $ OTHER THAN AUTO ONLY ANY AUTO EACH ACCIDENT $ $ AGGREGATE EXCESS LIABILITY EACH OCCURRFNOE $ 2,000,000 AGGREGATE $ 2,0 0,000 A UMBRELLAPORM GLA 374060 12/16/96 12/16/97 OTHER THAN UMBRELLA FORM $ OER WORKERS COMPENSATION AND TNRY LIMITS. - - -- '•' EL EACH ACCIDENT EMPLOYERS' LIABILITY $ EL DISEASE - POLICY LIMIT $ THE PROPRIETOR/ INCL EL 0ISEASE - EA EMPLOYEE $ PARTNERS/EXECUTIVE OFFICERS ARE: EXCL OTHER DESCRIPTION OF OPERATIONSlLOCATIONSNFHICLESISPECIAL ITEMS RE: CASTLEPOINT LANDFILL CLOSURE Additional Insured includes The Town of Wappinger, and the firm of Paggi & Martin Town of Wappi nger SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 20 Mi ddl ebush Road EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL Wappingers Falls, NY 12590 __30- DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE CO ANY, ITS AGENTS OR REPRESENTATIVES, AUTHORIZE IVE ,C+✓ COLONIAL SURETY COMPANY - Inc. 1930 - 50 Chestnut Ridge Road Montvale, NJ 07615 (201) 573-8788 PERFORMANCE BOND Approved by The American Institute of Architects A.I.A. Document No. A-311 (Feb. 1970 Edition) BOND NUMBER: CSC -200404 {NOW ALL MEN BY THESE PRESENTS: That Hudson Canyon Construction Corp,North Tarr town NY as Principal, hereinafter called Contractor, and COLONIAL SURETY COMPANY a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, as Surety, hereinafter called Surety, are held and firmly bound unto TOWN OF WAPPINGER 20 MIDDLEBUSH ROAD WAPPINGERS FALLS NY 12590 as Obligee, hereinafter called the Owner, in the amount of Four Hundred Forty Four Thousand Eight and 00/100 Dollars ( $444,008.00 ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated June 20, 1997 , entered into a contract with Owner for CASTLEPOINT LANDFILL CLOSURE -+CONSTRUCTION OF AN EATHEN CAPPING SYSTEM AND ASSOCIATED APPUNTENANCES in accordance with drawings and specifications prepared by (here insert full name, title and address) PAGGI & MARTIN, 54-56 MAIN STREET POUGHLEEPSIE NY 12601 which contract is by reference rnade a part hereof, and is hereinafter referred to as the Contract. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Contractor shall promptly and faithfully perforin said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner- having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly (1) Complete the Contract in accordance with its terms and conditions, or (2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may by liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price", as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators or successors of Owner. Signed and sealed this 25th day of June A.D., 1997 In the presence of: HUDSON CANYON CONSTRUCTION CORP Y.. / (Seal) THEODORE J. W , OON PRESIDENT COLONIAL SURETY COMPANY (Seal) hcrryann e irro ttorney-in- act FORM 0200-104 (1/97) 06/24/1997 12:41 19146315652. HCC PAGE 03 PERFORMANCE BOND FORM PROJECT MTL== LmF,�� C� XT). WAPPINGER CONSTRUCTION CONTRACT NUMBER B 6 -QQ3 l i Al NAME OF CONTRACT OAS= -TNT LANDFILL CL,O&M NAME OF CONTRACTOR HUl)5QN CANYON CONSTRUCTION INC. BONDING C011PANY OR PERSON ISSUING SECURITY 80ND COLONIAL SURETY COMPANY ADDRESS 50 CHESTNUT RIDGE ROAD, MONTVALE, NJ 07645 TELEPHONE NO. 201-573-8788 BONDING COMPANY AGENT N/A ADDRESS TRLEPH09Z NO. AMOUNT OF BOND $ FOUR HUNDRED FORTY FOUR THOUSAND EIGHT AND 00/100 ------DOLLARS JUNE 20, 1997 ,TUNE 20, 1998 DURATION OF BOND FROM TO 2DEN'.T T')p-TCAT.To1V NUMBTR QF BOND CSC -200404 B - 5 "REV -1 a COLONIAL SURETY COMPANY Harrisburg, Pennsylvania Administrative Offim 50 Chestnut Ridge Road, Montvale, New Jersey 07646 Form S-100-101 (Rev. 7/96) State of New Jersey County of Bergen On this 25th day of June , in the year 1997, before me Jacqueline Berthelsen, a Notary Public, personally appeared Sherryanne DePirro, personally known to me to be the person who executed the within instrument as Attorney -in -Fact, on behalf of Colonial Surety Company therein named and acknowledged to me that the corporation executed it. Jacqueline Berthelsen A Notary Public of New Jersey My Commission Expires September 8, 2000 Ntate of Aew jersey COLONIAL SURETY COMPANY Harrisburg, Pennsylvania — Inc. 1934 — FINANCIAL STATEMENT—DECEMBER 31, 1996 ASSETS *Stocks and Bonds .................... $ 2,668,027 Cash in Office & Banks .................. 1,001,933 Accrued Interest & Dividends ............. 41,007 Premiums & Agents Balances Receivable .... 489,392 Other Assets ......................... 1,551,692 Total Admitted Assets .............. 5,752,051 LIABILITIES & SURPLUS Reserve for Unearned Premiums . .............$ 803,530 Claim Reserves .......................... 773,000 Other Reserves 49,513 Collateral Held ........................... 1,386,858 Capital Stock ............................ 1,000,000 Surplus ................................ 1,739,150 Total Liabilities & Surplus ............... 5,752,051 "bonds and stocks are valued on basis approved by National Association of Insurance Commissioners. STATE OF NEW JERSEY ss.: COUNTY OF BERGEN 1, Wayne Nunziata, President of COLONIAL SURETY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the Financial Statement of said Company, as of December 31,1996. IN WITNESS WHEREOF, I have signed this statement at Montvale, New Jersey, this 31st day of January, 1997. /\ Surety c\ -cy 0 Incorporated 0 * 1830 \nnsyIV Jacqueline Berthelsen A Notary Public of New Jersey My Commission Expires September 8, 2000 Wayne Nunziata President STATE OF NEW YORK WORKERS' COMPENSATION BOARD ESTADO DE NUEVA YORK - LA JUNTA DE COMPENSACION OBRERA NOTICE OF COMPLIANCE DISABILITY BENEFITS LAW TO EMPLOYEES 1. If you are unable to work because of an illness or /injury not work-related, you may be entitled to receive weekly benefits from your employer, or his or her insurance company, or from the Special Fund for Disability Benefits. 2. To claim benefitsou must file a claim form within 30 days rom a trs a e o your disabP11LL but in no event more than 26 weeks from such date. 3. Use one of the following claim forms: -If, when your disability begins, you are employed or are unemployed for four weeks or less, use the WHITE claim form (Form DB -450), which you may obtain from your employer, his or her insurance carrier, your health provider or any office of the Workers' Compensation Board, and send it to your employer or the insurance carrier named below. -if, when your disability begins, you have been unemployed more than four weeks, use the GREEN claim form (Form DB -300), which you may obtain from any Unemployment Insurance Office, your health provider, or any office of the Workers' Compensation Board. Send completed claim form to the Workers' Compensation Board, Disability Benefits Bureau, Albany, New York 12241, IMPORTANT: Before filing your claim, your health provider must complete the "Health Care Provider's Statement" on the claim form, showing your period of disability. 4. You are entitled to be treated by - any physician, chiropractor, dentist, nurse -midwife, podiatrist or psychologist of your choice. However, unlike workers' compensation, your medical bills will not be paid unless your employer and/or union provides for the payment of such bills under a Disability Benefits Plan or Agreement. S. If you are ill or injured during the time you are receiving Unemployment Insurance Benefits, file a claim for Disability Benefits as soon as you sustain the injury or illness, by following the instructions outlined above. 6. If you are out of work in excess of seven days, your employer is required to send you a Disability Benefits Statement of Rights (Form DB -271), 7. Other information about Disability Benefits may be obtained by writing or calling the nearest Workers' Compensation Board Office. WORKERS' COMPENSATION BOARD OFFICES Ailamy, 12241 - 100 Broadway - Menands - (516) 474-6681 Binghamton, 13901 - 113 State Street - {607) 773-7734 AYISO DE CUMPLIMIENTO LEY DE BENEFICIOS POR INCAPACIDAD A LOS EMPLEADOS 1, Si no puede usted trabajar debido a enfermedad o lesion no relacionada con el traba jo, podria tener derecho a recibir beneficios sema�ales de su patron o de Is compania de seguros de el/elle o del Fondo Especial para Beneficios por incapacidad. 2. Para reclamar n f icigA us ebe prosentar line forma greclamation dentr de 30 a -as a artir de I E era c a zti esu inti acr a Pero an ningun caso m s e semanas de dicha tacha. 3. Use una de las siguientes formas de reclamacion: -Si; cuando comience su incapacidad usted esti empleado o ha estado desempleado pQr cuatro semanas o mends, use Is forma de reclamacion BLANCA (Form DB -450), Is cual puede obtener de su patron o .de la compaRfa de seguros de el/ella, o de su proveedor de cuidados de salud, o bien de cualquier oficina de Is Junta de Compensation Obrera, y enviela a su patron o a Is compania de seguros nombrada abajo. --Si, cuando coMience su incapacidad, usted ha estado desempleado mats de- 'cuatro '-semanats, use is forma de reclamacion VERDE (Form DB -300), Is cual puede obtener on cualquier Oficina de Seguro de Desempieo, de su proveedor de salud, o bien de cualquier oficina de Is Junta de Compensation Obrera. Envie Is forma de reclamacion, debidamente terminada, a Workers' Compensation Board, Disability Benefits Bureau, Albany, New York 12241. IMPORTANTE: Antes de p.resentar usted su reclamacion, as necesario qua su proveedor de safud complete la declaration dei medico ("Health Care Provider's Statement") an Is forma de reclamacion, indicando el periodo de su incapacidad. 4. Usted tiene derecho a ser tratado par cualquier medico, quiropr'ctico, dentists, enfermera-partera, podiatra o psieologo Oque usted eli ja. Pero, contrario a Is compensation obrera, sus cuentas medicas no saran pagadas a menos que su patron y/o Union proporcione pago de tales cuentas medicas ba jo un Plan o Convenio de Beneficios por Incapacidad. S. Si estuviera listed enfermo o lesionado durante el tiempo qua este recibiendo beneficios del Seguro de Desempieo, presente una reciamacion para Beneficios por Incapacidad, sigulendo las instrucciones arriba descritas, tan pronto Como sufra Is lesion o Is enfermedad. 6. Si usted este desempleado por mess de siete dias, su patron est' obligado mandarle a usted Is Declaration de. Derechos de Beneficios por Incapacidad (Form DB -2711. 7. Otras informaclones relativas a Beneficios por Incapacidad pueden obtenerse escribiendo o Ilamando a la oficina mds cercaria de la -Junta de Compensation Obrera. Hempstead, emp 14203 -State Office Bldg. - 125 Main St. - (716) 847-3178 Hemp stt ead, 11550 - 175 Fulton Avenue - (516) 560-7745 New York City, 11248-0005 - 180 Livingston St - Brooklyn - (718) 802-6964 Rochester, 14614 - 130 Main Street West - (716) 238-8300 ROBERT R. SNASHALL Syracuse, 13202 - State Office Bldg. - East Washington St. - (315) 428-4465 Chairman (Presidente) The undersigned employer is in compliance with the provisions of the Disability Benefits Law IEI patrdn abajo firmante est' an conformidad con las disposiciones de Is Ley de Beneficios por Incapacidad). Disability Benefits, when due, will be paid by (Los Beneficios por incapacidad, cuando debidos, ser'in pagados por): THE STATE INSURANCE FUND 199 Church Street, New York, NY 10007 The benefits provided are (Los beneficios provistos son) (2 12) 312-9000 $ Statutory Under a Plan or Agreement ? (Estatutarios) (Bajo un Plan o Convenio) Class(es� of employees covered (Clase(s) de empleados amparados) Effective: From 3,/..23 f..91]..,......... To.cancellation ....................... . (En Vigor Desde) (Rasta} Policy No.. DBL.............2459....5.6=9................................... (i'allza No.) THE WORKERS' COMPENSATION BOARD EMPLOYS AND SERVES PEOPLE WITH DISABILITIES WITHOUT DISCRIMINATION. LA JUNTA DE COMPENSACION OBRERA EMPLEA Y SIRVE A PERSONAS iNCAPACITADAS SIN DISTINCION Prescribed by Chair DB -120 16-95) Workers' Compansgion Board Stale of New Yor6 unro4nraan Name of employer (Nombre del patr6n) anmff,Tme, a, a, •Wsl THIS NOTICE MUST BE POSTED CONSPICUOUSLY IN AND ABOUT THE EMPLOYER'S PLACE OR PLACES OF BUSINESS. THE STATE INSURANCE FUND 199 CHURCH STREET NEW YORK, N.Y. 10007 (212) 312-7276 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE HUDSON CANYON CONSTRUCTION INC 115 DEVRIES AVE NORTH TARRYTOWN NY 10591 POLICY NUMBER 927 897 -9 - DATE 6/24/97 981-362 PERIOD COVERED BY THIS CERTIFICATE 6/29/96 TO 6/29/98 POLICYHOLDER CERTIFICATE HOLDER HUDSON CANYON CONSTRUCTION INC TOWN OF WAPPINGER 115 DEVRIES AVE 20 MIDDLE BUSH ROAD NORTH TARRYTOWN NY 10591 WAPPINGERS FALLS NY 12590 U-26.3 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE STA'T'E INSURANCE FUND UNDER POLICY NO. 927 897-9 UNTIL 6/29/98 ,. COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORK- ERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 6/29/98 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 5 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE BOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THE STAM I SURAN E FUND W. C HER TJACOBS DIRECTOR, INSU ANCE FUND UNDERWRITING PAGGI & MARTIN Consulting Engineers &Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 914-471-0905 (FAX) June 20, 1997 Hudson Canyon Construction 115 Devries Avenue North Tarrytown, New York 10591 Attention: Mitch Berkey, P.E. Reference: Castlepoint Landfill Closure Project Dear Contractor: RECEIVED J U N 2 3 1997 ELAINE SNOWDEN TOWN CL"K Please be advised that Bids for the Castlepoint Landfill Closure Project were received and opened on May 27, 1997. The results of said Bid were as follows: CONTRACTOR BID AMOUNT Hudson Canyon Construction $ 444,008.00 Sun Up Enterprises, Inc. $ 458,128.00 Nenni Equipment Corp. $ 460,000.00 RGH Construction, Inc. $ 462,986.00 L.J. Construction, Inc. $ 481,905.00 Blacktop Maintenance Corp. $ 482,354.00 This office has reviewed all Bids and find them to be mathematically correct and in the proper format. At their June 16, 1997 meeting, the Wappinger Town Board authorized award of the Contract to Hudson Canyon Construction, Inc. for their bid amount of $444,008.00. Please provide the Town Attorney's office with the necessary insurance and Performance Bond paperwork. Upon approval of said paperwork, will contact you to schedule a Contract signing date. The Town Attorney is: Albert P. Roberts, Esq. c/o Vergilis, Stenger, Roberts & Pergament 1611 Route 9 Wappingers Falls, New York 12590 Joseph E. Pao, Jr., P.E. Ernst Martin, Jr., PE,, LS, � pnnred pn recycled paper Mitch Berkey - 2 - June 20, 1997 RE: Castlepoint Landfill If you have any questions or comments, please feel free to contact this office. Thank you for your consideration in this matter. Very truly yours, 4� (�) /4/0 Peter J. Paggi PJP:Iaw cc: Hon. Constance O. Smith, Supervisor Han. June Visconti, Councilperson Hon. Vincent Bettina, Councilperson Hon. Joseph Ruggiero, Councilperson Hon. Robert Valdati, Councilperson Albert P. Roberts, Esq. Elaine Snowden W P4' O m O a U a a H H z H O Ad W A H W U W o O 0— 0— 0— Or O o 0 o O o 0 0 o O- oU O� o o O o 0 0 0 0 aU p, o O O a► . M• o o O 0 0 0 o v� H z o 0 m U kD n N En O Ln cr O O O O ON to G4 W 0) 0) o co m a)� m n n an m m of m U H . -o ,L - - , . O m Ln n N rl d' N ON N N H H al al A o m N co CO = M ri trr r-4,0 d� ;i O O O o� OO O O O O O O O O 0 O O y+ o '>1 O >*4 O O O O O O O O H O. 0mLn •U o w int o0 0 o O o 0 0 e ha to o �m 0d� r-0 �D0 0 o O o 0 0 0► \ . , a E4 (n O N • M M 00 • MO Lf) N tf) N to Ul 71 to r -I N to kD 00 r -I to N O H z r -I r -I H V} ko qp Vih Vrr irks V)- — 0- V)- V)- {J} [/i Vi i). 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N U o EA w a w 3 0+ w m 1U�� z C7 UU 00O E o .-, U A 3 I I Ea -4 I p4 U H-4 1 10 p., O 10 I I m O 1 n 1s1 W ri On A N r4 n H- ri A ri to ri V] A to O m O w O m E-+ o� Oa O- 0 c 0(n 0lD o O 0 V • • N •a •a •a oa 4a 4a NOTICE OF AWARD DATED: Friday June 20, 1997 TO: Hudson Canyon Construction Inc. Fax #_(914) 631-5652 (BIDDER) OWNER'S PROJECT NO. 86-003(14) PROJECT: Castlepoint Landfill Closure OWNER'S CONTRACT NO. 1 of 1 CONTRACTFOR: Construction of an earthen capping system and associated pp a utenances at the Castlepoint Lan . ------------------- ------------------------------------------------ YOU ARE NOTIFIED THAT YOUR BID DATED Play 27, 1997 FOR THE ABOVE CONTRACT HAS BEEN CONSIDERED. YOU ARE THE APPARENT SUCCESSFUL BIDDER AND HAVE BEEN AWARDED A CONTRACT FOR: Castlepoint Landfill Closure (INDICATE TOTAL WORK, ALTERNATES OR SECTIONS OF WORK AWARDED) THE CONTRACT PRICE FOR YOUR CONTRACT IS eight and no/100 Four hundred forty four thousand DOLLARS ($ 444,008.00 YOU MUST COMPLY WITH THE FOLLOWING CONDITIONS PRECEDENT WITHIN FOURTEEN (14) DAYS OF THE DATE OF THIS NOTICE OF AWARD, THAT IS BY _ Ju 1 y 4, 19 9 7 I. YOU MUST DELIVER THE CONTRACT SECURITY (BONDS) PRIOR TO THE CONTRACT AGREEMENT EXECUTION AS SPECIFIED IN THE INSTRUMON TO BIDDERS A 3 GENERAL PROVISIONS. **Send inurance and bonding info to Town A orney s office for approval prior to Contract signing date. 2. OBTAIN THE NECESSARY INSURANCE AS SPECIFIED IN THE INFORMATION TO BIDDERS AND SUBMIT INSURANCE CERTIFICATES. 3. YOU MUST MAKE YOURSELF AVAILABLE TO EXECUTE THE CONTRACT AGREEMENT AT A LOCATION TO BE NAMED BY THE OWNER IN A TIMELY FASHION. FAILURE TO COMPLY WITH THESE CONDITIONS WITHIN THE TIME SPECIFIED WILL ENTITLE OWNER TO CONSIDER YOUR BID ABANDONED, TO ANNUL THIS NOTICE OF AWARD AND TO DECLARE YOUR BID SECURITY FORFEITED. BY: NOA - 1 PAGGI & MARTIN Consulting Engineers & Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 914-471-0905(FAX) May 27, 1997 Town Board Town of Wappinger P.O. Box 324 Wappingers Falls, New York 12590 Attention: Constance O. Smith, Supervisor Reference: Castlepoint Landfill Closure Project Dear Supervisor Smith & Board Members: Rec,c/ Vel) t1AY30 1997 E4A1NE S rowiv cLeftEti Please be advised that Bids for the Castlepoint Landfill Closure Project were received and opened on May 27, 1997. The results of said Bid were as follows: CONTRACTOR BID AMOUNT Hudson Canyon Construction $ 444,008.00 Sun Up Enterprises, Inc. $ 458,128.00 Nenni Equipment Corp. $ 460,000.00 RGH Construction, Inc. $ 462,986.00 L.J. Construction, Inc. $ 481,905.00 Blacktop Maintenance Corp. $ 482,354.00 This office has reviewed all Bids and find them to be mathematically correct and in the proper format. This office has also contacted three separate engineering firms listed as references for Hudson Canyon, Inc., and received satisfactory recommendations. Please note that Hudson Canyon's low bid of $444,008.00 represents a decrease of $45,688.00 from their previous low bid of $489,696.00 for the first round of Bids opened on April 25, 1997. We would recommend that, subsequent to the completion of all Town funding requirements, the Town award the Contract to Hudson Canyon Construction, Inc, for the Bid amount of $444,008.00. Joseph E. paggi, Jr., P.E. Ernst Martin, Jr., EE., L.S. W punred on recycled paper 000 btwi M x H H t't x tid 00 dH Hy —H , H H —W . N ^ V -. M .. to W .--. 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JLI� . �n —{n —4.n V., {n 0 ah tP P F} {n H tip w m N tD O H tip • tip H H ty N N to N w v Ul m .P m Q m to 0 x M- o- 1 1►3 f] W .P l0 tip ti0 O J J 10 I- tip w 00 O w ti0 th tr tin o 0 0 0 4�- too MN �lrn nW a 0 z A O O O O O 0 -0 • to X O O O O O O O O O O O ,b0 O Ko O O O 0 0 0 O 0 0 0 0 —0 —0 —0 —0 0 0 tii 000 btwi M x H H t't x tid 00 dH Hy PAGGI & MARTIN Consulting Engineers &Land Surveyors 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 914-471-0905 (FAQ April 28, 1997 Town Board Town of Wappinger P.O. Box 324 Wappingers Falls, New York 12590 Attention: Constance 0. Smith, Supervisor Reference: Castlepoint Landfill Closure Bid Results Dear Supervisor Smith & Board Members: Please be advised that Bids for the Castlepoint Landfill Closure were received and opened on April 25, 1997. The results of said Bid were as follows: CONTRACTOR BID AMOUNT Hudson Canyon Construction $ 489,696.00 Blacktop Maintenance Corp. $ 504,890.00 RGH Construction, Inc. $ 534,000.00 Grace Industries, Inc. $ 539,050.00 Sun Up Enterprises, Inc. $ 558,750.00 L.J. Construction $ 571,112.00 Alexandra Development Corp. $ 671.,070.00 Metzger Construction and $ 693,920.00 Amenia Construction Corp. HCS Excavating, Inc. $1,137,830.00 There was also a Bid submitted by Nenni Equipment Corp. in the amount of $465,225.00. However, this Bid was submitted to the Town Clerk's Office at 10:49 AM. The Project Specifications state that ail Bids must be received. by 10:45 AM. The Contractor was informed at the time of submission that his Bid was late. Joseph E. Paggi, Jr., P.E. Ernst Martin, Jr., P.R., L.S. Pnnred on recycled paper Constance O. Smith - 2 - April 28, 1997 RE: Castlepoint Landfill Additionally, at the time of opening, I informed the Contractor and the audience that we would open the Bid, but that it would be subject to determination by the Town Attorney as to acceptability. As per a subsequent telephone conversation with the Town Attorney's Office, Mr. Roberts stated that the Bid was received after the deadline specifically outlined in the specifications, and as such was disqualified. Please note that a $35,000.00 certified check submitted as a Bid Security was returned to Amenia Construction immediately following the Bid opening. This office has reviewed all Bids and find them to be in the proper format. With the exception of a few minor errors that do not affect the Bid results, all Bids are mathematically correct. The low Bidder's unit prices appear to be balanced with no anomalies. We would ask that the Town Board discuss the matter at its earliest convenience. Please keep in mind that the Bid prices are valid for a period of forty-five (45) days after the date of opening, or until June 9, 1997. If you have any question or comments, please feel free to contact this office. Thank you for your consideration in this matter. Very truly yours, Peter J.k'7�) PJP:Iaw cc: Hon. June Visconti, Councilperson Hon. Vincent Bettina, Councilperson Hon. Joseph Ruggiero, Councilpersaon Hon. Robert Valdati, Councilperson Albert P. Roberts, Esq. Elaine Snowden I Ln 43 U) �9 � 8 �1 M Q otnN tnUU zj g 8_ ,,-j� o. LA �3 LO ^T O. �9 �T.M a(iY N M M i J- til cn O M 9 In =9 in 0 N k h f M W 0 p 0 _ � V ' o� �,� ar'� ►'� �n0, r� cY � MN NM Mcr on J Ln w I_ W d 2