The URL can be used to link to this page

044 PAGGI. MARTIN & DEL BENE LLP Consulting Engineers & Land Surroeyors DYcf 54-56 Main Street Poughkeepsie, New York 12601 914-471-7898 914-471-0905 (FAX) VIA FAX & MAIL: RECErVED AUG 1 3 1999 ELAINE rOW SNOINr\g. N Cl~~ August 11, 1999 Leggette, Brashears & Graham, Inc. 126 Monroe Turnpike Trumbull, Connecticut 06611 Attention: Thomas P. Cusack, CPG Reference: Wappinger Work Dear Tom: Enclosed please find the executed copy of the Contract for the work at the Atlas 'Neilfield described in your proposal dated August 4th, 1999. Please note that I have made two (2) changes to the cover letter and discussed them with Ken Taylor. These changes are on Page 3 and Page 4. If you have any questions or comments, please do not hesitate to contact this office. Very truly yours, . ~C4;6 Joseph E. Paggi, Jr., P.E. JEP:law Enclosure cc: Hon. Constance O. Smith, Supervisor w/enclosure Hon. Vincent Bettina, Councilman w/enclosure Hon. Joseph Paoloni, Councilman w/enclosure Hon. Joseph Ruggiero, Councilman w/enclosure Hon. Robert Valdati, Councilman w/enclosure Hon. Elaine Snowden w/enclosure Albert P. Roberts, Esq. w/enclosure Michael Tremper w/enclosure Joseph E. PaggI, Jr., P.E. Ernst Manln, Jr., P.E., L.S. Charles R. Del Bene, Jr., P.E. ~ , QUICK START CONTRACT ~ This agreement for the performance of services is entered into this-A- day of August , 199...2 by and between Leggette, Brashears & Graham, Inc. (LBG) and Town of W~"pin~ers (Client). Subject to the contract terms printed on the reverse side of this form, LBG I s standard fee schedule and the annexed proposal or scope of work. In the event of a conflict between the standard contract terms or fee schedule and any attached proposal or scope of work, terms of the proposal or scope shall govern. Name: Company: Address: City/State/Zip: Name: Company: Address: City/State/Zip: CLIENT Mr. Peter J. Pa~~i Town of Wappin~ers -c/o Pa~~i & Martin 54 -56 Main Street Pou~hkeepsie. NY 12601 Reporting: Site Conditions: CLIENT CONTACTS Peter J. Pa~~i Peter J. Pa~~i BILLING INFORMA nON Mr. Peter J. Pa~~i Town of W~pin~ers -c/o Pa~~i & Martin 54 - 56 Main Street Pou~eepsie. NY 12601 Project Location: Street: Proposal/Scope Date and Reference No: City: Town of W~pine:ers State: August 4. 1999 New York Zip: # Pages Attached: 6 Brief Statement of Services: Phase II Test Production Well Drillin~. Develop two test production wells at the Atlas Well Field. Anticipated Start Date: August/September 1999 Preliminary Cost Estimate: $154.400 - 172.400 LBG Office Location: Anticipated Completion Date: Trumbull Project Representative: Thomas P. Cusack Retainer: $ 0 Principal-in-Charge: Russell G. Sl<\yback [Retainer check shall accompany executed contract.] Client hereby engages LBG to perform the services described and referred to herein and agrees to pay LBG for such services, and acknowledges that the terms of this agreement are subject to LBG I s standard contract terms and all attached and referenced material and documents. Unless otherwise provided in the attached proposal or scope: (1) inclusion of anticipated "start" and "completion" dates shall not be construed to impose a "time is of the essence" requirement; and (2) any preliminary cost estimate shall not be construed as a "flat-fee" or "not-to-exceed" amount. In consideration of the foregoing, LBG agrees to perform the services described and referenced herein. By: (signature) (printed) Title: Date: Witness: .... TOWN OF W APPINGERS .LEGGETTE'~, G C. By: (slgnature)__ (printed) Rus 11 1 CLIENT k ~~~, rf) ~ dL CON57ANe.r::. CLSMI'Tr..\ Title: Chairman SU:E5i W:O~M>P U)11 -, .. YJ/r Date: Arumst 4 1999 n /"\ --L ; ^ AI V X vvy Witness: /1- ....... ..... R. G. SLAYBACK ROBERT LAMONICA WIWAM K. BECKMAN DAN C. BUZEA 1. KEVIN POWERS JOHN NASO. JR. FRANK J. GETCHELL CHARLES W. KREI1l.ER JEFFREY B. LENNOX LEGGETTE, BRASHEARS & GRAHAM, INC. PROFESSIONAL GROUND-WATER AND ENVIRONMENTAL ENGINEERING SERVICES W. THOMAS WEST DAVID B. TERRY WILLIAM B. KLEMT THOMAS P. CUSACK JOHN M. BENVEGNA EDWARD J. DESTEFANIS ROBERT F. GOOD. JR. ANDREW B. GRAHAM TIMOTHY L. KENYON CHARLES W. OLMSTED MARK R. KNAACK MATTHEW P. PERAMAKJ JOHN L BOGNAR BRUCE K. DARLING WILLIAM P. PREHODA ALFRED N. KOVALIK MATTHEW E. ROBBINS 126 MONROE TURNPIKE TRUMBULL, CT06611 203-4S2.3100 FAX 203-4S2-3111 www.lbgweb.com W. JOHN SEIFERT. JR. DAVID A. WILEY KENNETH D. VOGEL August 4, 1999 FRANK H. CRUM Mr. Joseph E. Paggi, Jr., P.E. Paggi & Martin 54-56 Main Street Poughkeepsie, NY 12601 RE: Atlas Well Field (T) Wappingers, New York Dear Mr. Paggi: As requested, Leggette, Brashears & Graham, Inc. (LBG) has prepared a work scope and cost estimate to develop two to five additional test production wells at the Atlas Well Field. The test wells will be drilled at two favorable locations recommended in our March 18, 1997 letter report. PHASE II - TEST PRODUCTION WELL DRILLING AND ADDITIONAL TEST WELLS LBG recommends drilling up to six additional test borings at the study well field to target the development of additional high-yielding wells. Two test production wells will be drilled at the most favorable well locations. The following cost estimate does not include required pumping tests or water-quality analysis. Upon completion of drilling, it will be decided to test the wells individually or simultaneously, depending on the results of the drilling program. L.BG LBG will supervise the drilling of additional test borings and design the proposed test production wells, coordinate and set-up drilling, provide partial supervision during drilling and ST. LOUIS. MISSOURI FREEPORT. ILLINOIS RAMSEY. NEW JERSEY ST. PAUL MINNESOTA TAMPA. A..ORIDA SIOUX FALLS. SOUTH DAKOTA WHITE PLAINS. NEW YORK AUSTIN. TEXAS WEST CHESTER. PENNSYLVANIA MADISON. WISCONSIN CHELMSFORD.~ASSACHUSETTS HOUSTON. TEXAS Mr. Joseph E. Paggi, Jr., P.E. -2- August 4, 1999 development (eight to ten-week timeframe) and complete a report, including additional recom- mendations to develop additional production wells following completion of this phase ...................................................... $11,000 - $15,000 Stream gage Wappingers Creek upstream of the well field to verify "safe yield" of the aquifer during an extreme drought condition including a brief report. ................ $2,200 TOTAL PHASE II - LBG ... . . . . . . . . . . . .. $13,200 - $17,200 Drillinf: Contractor Drill up to six additional test borings including the installation of 2 ~-inch diameter monitoring wells (including short-term yield test) ...................... $14,000 - $16,000 Drill two 14-inch by 20-inch gravel-packed wells with 20 feet of screen (assumes completion depth of 50 to 60 feet, 40 hours of development, 8-hours step test and 72-hour pump test) - $53,000 to $55,000 per well ................................ $106,000- $110,000 TOTAL PHASE II - CONTRACTOR......... $120,000 - $126,000 PHASE III - PUMPING TEST PROGRAM As requested, LBG has provided a cost estimate to conduct individual and simultaneous 72-hour pumping test( s) of the two test wells. The results of drilling will dictate if individual or simultaneous pumping test(s) of the wells will be conducted. The cost estimate includes water- quality sampling and analysis which will be collected near the end of the test. One simultaneous pump test of the two proposed wells would reflect the lower-estimated cost below for this task. If it is determined, a 24-hour pump test would be adequate to evaluate the safe yield of the well field and the shorter-duration pumping test would be acceptable by regulatory agencies, the cost of the task would be less and will be provided prior to testing. Mr. Joseph E. Paggi, Jr., PoE. -3- August 4, 1999 LlHZ "11, LBO will set-up and provide full supervision of the individual or simultaneously ~-hour pumping testes) and conduct a well monitoring program during the test. The test will include a report on the drilling program, pumping test, well monitoring program and water quality. The report will also include recommendations to develop additional wells at the well field 0........ 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . 0 . $16,200 - $24,200 Laboratory Analysis Water-quality analysis for a full Part 5-1, including microparticulate analysis and radon (per well $2,500) ..... 0 0 0 . . . . . . . 0 . . . . . . . 0 . . . . . . . . . . . . . . . . 0 . . . . . . . . 0 . . . 0 . o. $5,000 COST PROPOSAL The total estimated cost for LBG' s consulting services and drilling contractor for Phase II is estimated to be about $133,200 to $143,200 and is enumerated above. The preliminary cost estimate for the Phase III pumping test program including LBG' s services, drilling contractor and laboratory fees is estimated to be about $21,200 to $29,200 and is also enumerated above. The cost for the drilling contractor and laboratory will be billed directly to the Town. Stephen B. Church and Company has provided the cost for the drilling contractor's work scope. It should be noted this cost estimate includes drilling of large-diameter gravel pack configuration welles) and has subsequently increased the cost of the well construction to 15 to 20 percent from the cost estimate provided in LBG's proposal dated April 28, 1997. In addition the costs to conduct the 72-hour pump test is significantly higher than the proposed 24-hour pump test as outlined in the previous proposal. If the Town requests drilling of additional wells following the initial drilling program, the estimates enumerated above indicate each additional well would cost about $72,500 to $74,500 per well, including LBG, drilling contractor and laboratory fees. Due to the urgency of this situation at the Town ofWappingers Water District, LBG and Church would be able to mobilize within 7 to 10 days of authorization, based on pre-arranging our present schedule. ~ " Mr. Joseph E. Paggi, Jr., P.E. -4- August 4, 1999 are two Quick Start contracts for the Phase II work sco 1999 Fee Schedules. The cOIitracc e driller's or laboratory's services for ase I (pumping test program). Should you have any questions, please do not hesitate to contact me. Very truly yours, LEGGETTE, BRASHEARS & GRAHAM, INC. o:r~ P ~/~ Thomas P. Cusack, CPG Associate Affirmed by: TPC:skd Enclosures H:\PROPOSAL\1999\ATLASWF.L TR LEGGETTE, BRASHEARS & GRAHAM, INC. PROFESSIONAL GROUND.WATER AND ENVIRONMENTAL ENGINEERING SERVICES 126 MONROE TURNPIKE TRUMBULL, cr 06611 203-452- 3100 FAX 203-452-3111 1999 FEE SCHEDULE FOR CONSULTING SERVICES Principals Senior Consultants Senior Associates Associates Senior Hydrogeologists, Senior Geohydrologists Senior Environmental Engineers Hydrogeologists II, Geohydrologists II Environmental Engineers II Hydrogeologists I, Geohydrologists I Environmental Engineers I Senior Technicians Technicians CAD Operators Draftspersons Clerical $150 to $175/hour $149/hour $ 120 to $ 150/hour $ 85 to $ 130/hour $ 62 to $ 99/hour $ 73 to $ 92/hour $ 54 to $ 74/hour $ 55 to $ 85/hour $ 45 to $ 62/hour $ 50 to $ 62/hour $ 55 to $ 60/hour $ 45 to $ 50/hour $ 60/hour $ 45/hour $ 40 to $ 45/hour We require reimbursement for actual expenses incurred, including computer time and terminal charges. The use of personal cars in the field would be billed at the IRS approved rate per mile. An administrative charge of 5 percent is affixed to actual expenses. A 2 percent charge on services will be included to cover telephone, facsimile and in-house printing costs. Invoices are payable upon receipt; accounts unpaid more than 45 days after the billing date are subject to 1.25 percent interest per month (15 percent annual rate) from the invoice date. Fees for pretrial conferences and expert-witness testimony are as quoted above, with no oremium fees. ST. LOUIS. MISSOURI SIOUX FALLS. SOUTH DAKarA RAMSEY. NEW JERSEY ST. PAUL. MINNEsarA TAMPA. FLORIDA WEST CHESTER. PENNSYLVANIA CHELMSFORD. MASSACHUSETTS WHITE PLAINS. NEW YORK AUSTIN. TEXAS MADISON. WISCONSIN HOUS1ON. TEXAS SAMPLING EQUIPME~T Two-inch air or electric submersible pumps ........................................................ $ Four-inch submersible pump .................................................................... $ Powered suction pump ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Peristaltic pump ........................................................ . . . . . . . . . . . . . . . . . . . . . . $ Hand-operated suction pump. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Teflon or stainless-steel bailers .................................................................. $ Manually operated soiVsediment sampling equipment ................................................ $ Portable gas chromatograph (soil-vapor surveys) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $ 500 daily for first 10 samples; $ 30 for each additional sample In-house analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. $ 50 per sample Purge and Trap Unit ............................................................. $ 15 per day 1999 FEE SCHEDULE FOR EOUlPMENT USE ITEM INSTRUMENTATION Turbidity meter. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Conductivity meter. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ pH meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Conductivity/pH meter. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Dissolved oxygen meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Photoionization detector. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Flame ionization detector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Combustible gas (LEL)/oxygen meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Gas detector tube system ....................................................................... $ OiVwater interface tape ........................................................................ $ Electric water-level indicator. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Data logger. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Transducers ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Stream flowmeter. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Barograph . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Water-level recorder. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Surveying Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Air velocity meter ............................................................................ $ Magnehelic gauges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ GEOPHYSICAL EQUIPMENT Electromagnetic terrain conductivity (EM - 3 I) instrument and recorder .............................................................. $ 100 Very low frequency electromagnetic receiver. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 100 Signal-enhancement single channel seismograph. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 50 Downhole video logger ........................................................................ $ 500 Borehole geophysical logger .................................................................... $ 400 Magnetic cable indicator ....................................................................... $ 25 Metal detector. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 15 DAILY RA TE* 30 10 15 25 25 85 100 50 15 55 20 75 30/each 20 5 125/week 50 75 10 100 75 50 20 10 5/each 10 MISCELLANEOUS Generator .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 55 Rotary hammer drill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 50 Sediment gradation or hydrometer analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 75/sample (Includes labor, discounts for multiple samples) Van or truck for transport of equipment. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 0.50/mile · Consumable materials (disposable bailers, filters, tubing, etc.) at cost. Other specialty equipment by quote. WEEKL Y RATE IS THREE TIMES DAIL Y RATE. LEGGETIE, BRASHEARS & GRAHAM, INC.