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KRAZAN&ASSOCIATES,INC. <br /> Proposal No. G21870WAL <br /> Everett Water Main Replacement"W' <br /> Everett,WA <br /> October 5,2021 <br /> Page 4 <br /> • Pipe support including bedding and backfilling, and discussion regarding any <br /> areas of inadequate pipe foundation conditions encountered in the <br /> explorations; <br /> • Construction dewatering considerations including depth to groundwater <br /> observed during drilling and estimated permeability coefficients based on <br /> laboratory sieve analyses; <br /> • The evaluation of soil corrosiveness will include laboratory testing for soil <br /> pH,chloride and sulfate content. Soil resistivity testing is not planned as part <br /> of this scope,but can be performed if needed, under a separate contract. The <br /> glacial soils anticipated in these project areas typically have a low potential <br /> for corrosion; <br /> • Recommendations for seismic design considerations based on the 2018 IBC, <br /> including site coefficient and ground acceleration; <br /> • Recommendations for erosion control during construction. <br /> We plan to submit the geotechnical engineering report via email as a pdf file. Hard <br /> copies of the geotechnical report can be provided on request. The services will be <br /> performed in accordance with generally accepted standards of the geotechnical <br /> engineering profession. All reports will be signed and stamped by a State of Washington <br /> registered professional engineer. <br /> 5. Geotechnical Communications,Design Report and Meetings <br /> A Statement of Qualifications and the resumes of key personnel are attached to this <br /> proposal. Our geotechnical engineer and geologist will be available to provide a <br /> summary of the subsurface conditions encountered in the explorations and answer <br /> questions after the field work is completed. During the construction phase of the project, <br /> our representative will be available, under a separate contract, to travel to the site on an <br /> as-needed basis to observe the soil conditions to confirm that they are consistent with the <br /> findings of our geotechnical evaluation. A separate cost estimate for construction <br /> monitoring can be given at a later date, at your request. Krazan would be available to <br /> coordinate with the City's survey consultant to allow time to locate the borings and <br /> establish ground elevations. <br /> 6. Project Milestones <br /> The project schedule in Exhibit A-1 indicates the Notice to Proceed (NTP) will be <br /> available by November 1,202I. <br /> The fieldwork would commence as soon as possible upon receiving your authorization to <br /> proceed, upon obtaining utility clearances, and based on the availability of the <br /> subcontracted flaggers and drill rig. We will begin laboratory testing immediately upon <br /> completing the field exploration. <br /> We intend to submit a Draft Report on or before December 7, 2021. We anticipate <br /> submitting our Final Geotechnical Engineering Report by December 21,2021. <br /> Krazan&Associates,Inc. <br /> Offices Serving The Western United States <br />