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<br />.. , <br /> <br />" , <br /> <br /> <br />City of Redwood City <br />February 6, 2009 (Proposal No. 09.027) <br /> <br />PROPOSED SCOPE OF SERVICES <br /> <br />Fugro proposes to conduct a subsurface geotechnical drilling and sampling program, <br />laboratory testing, and the preparation of a geotechnical design report concurrent with our <br />environmental investigation. The scope of services and costs of our environmental study are <br />submitted under a separate proposal. The geotechnical investigation will be conducted using <br />standard industry practices for worker health and safety, as well as for sample handling and <br />docu mentation. <br /> <br />PRE-FIELD ACTIVITIES <br /> <br />Fugro will review pertinent published and available geotechnical and geologic <br />information in the specific area of the project. We will also coordinate with the environmental <br />group to mark the proposed boring locations, notify Underground Service Alert (USA), and <br />contract a private utility locator to clear the proposed boring locations. The boring locations <br />proposed below may be moved pending the results of the utility survey. Fugro will also procure <br />the necessary drilling permit from San Mateo County Environmental Health Department for the <br />proposed locations, and coordinate with the City and County during the field exploration. <br /> <br />SUBSURFACE STUDY <br /> <br />Based on the project plans provided to us, we have determined that a total of three <br />exploratory borings would be appropriate for the proposed development. In addition, one of <br />these borings would be advanced to a depth of 50 feet, in accordance with CGS liquefaction <br />evaluation guidelines. These borings would be drilled by conventional drilling equipment across <br />the project site and two of the borings will be advanced within the footprint of the previous <br />basement area. <br /> <br />Our proposed boring locations and initially planned depths are summarized below. The <br />depth of individual borings may be adjusted according to the materials encountered during <br />drilling. <br /> <br />Boring Location Boring Depth (feet) <br />B-1 (Near the SWend of the property) 25 <br />B-2 (Near the center of the property) 20 <br />B-3 (Near the NE end of the property) 50 <br />TOTAL LENGTH OF BORINGS: 95 <br /> <br />Subsurface exploration will be conducted under the direction of our field engineer who <br />will supervise, log, and collect samples from the borings. Standard penetration resistance will <br />be determined in the borings at appropriate increments. Relatively undisturbed samples may <br />also be recovered from various depths in the borings using the Modified California Sampler, as <br />appropriate, to help determine strength and compressibility characteristics of the subsurface <br />materials, particularly in clayey soils. We will also use a nuclear gauge to measure in-place <br />density at the surface of the basement fill area, as practical. <br /> <br />G:IPROPOSED WORK\2009\09027 -611 HELLER ST, REDWOOD CITY\GEOTECHIPROPOSAL GEO-6FEB09.DOC 2 <br />