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<br />P2009.000.164 <br />BKF Engineers April 15, 2009 <br />Levee Improvements Adjacent to the San Carlos Airport Latest Revision June 30, 2009 <br />PROPOSAL FOR A GEOTECHNICAL EXPLORATION - PHASE 1 Page 2 <br /> <br />Alert (USA) notifications. We have assumed that San Mateo County will waive their permit <br />fee. We anticipate portions of our proposed scope will require notification for potential <br />intrusions into FAA airspace safety zones but we have assumed no permit fee is necessary. <br />In addition, we understand our proposed service may require notification of the United States <br />Army Corps (Army Corps) and the Regional Water Quality Control Board (RWQCB). All <br />field representatives and drilling subcontractors will undergo San Carlos Airport site-specific <br />safety training prior to the commencement of the field exploration. All field work will be <br />coordinated with the San Carlos Airport Manager at least 48 hours in advance. <br /> <br />2. We propose to advance five rotary wash soil borings through the crest of the existing levee. <br />Three of the five proposed borings will be drilled through the crest of the existing San Carlos <br />Airport levee (within the County of San Mateo) while the remaining two proposed borings <br />will be advanced through the crest of the existing encroaching portions of levees within the <br />City of Redwood City and City of San Carlos. Each of the proposed exploration locations <br />will extend approximately 10 feet into fum soils, which we anticipate will be approximately <br />40 to 50 feet below existing grades. In addition, five additional borings will be drilled at <br />select locations for in-situ Vane Shear Testing (VST). The borings will be completed using a <br />truck-mounted drill rig from the crest of the existing levee system(s). Borings will be <br />backfilled on the day of drilling following County requirements comprising neat cement <br />grout. Figure 1 shows the approximate locations of the proposed soil borings and Vane <br />Shear Tests. <br /> <br />3. During the subsurface exploration, an ENGEO geologist or engineer will observe the <br />sampling operations and log the samples recovered. Soil samples will be recovered at <br />frequent intervals for visual classification and laboratory testing. Soil samples will be <br />collected by driving or pushing split-spoon (California type or Standard Penetration Test) or <br />Shelby tube samplers, respectively, at locations selected in coordination with the design <br />team. These samples will be used to determine strength and consolidation properties of the <br />soil deposits. In addition, in-situ Vane Shear Testing will be performed in additional borings <br />at select locations adjacent to the proposed soil boring locations. The Vane Shear Testing <br />will be performed in the Young Bay Mud deposits to assess in-place shear strength of the soft <br />deposits anticipated below the levees. <br /> <br />SCHEDULE <br /> <br />We expect that our permitting and scheduling services will commence immediately following <br />your authorization and receipt of an agreement. The exploration will require permitting with the <br />County of San Mateo and notification of the Army Corps and RWCQB, as necessary. We <br />understand the County requests a minimum of 5 working days to process a drilling permit. We <br />will also submit FAA Form 7460-1 to notify the San Francisco Airports District Office of the <br />planned soil boring and Vane Shear Test within the FAA safety area. <br /> <br />We understand the San Carlos Airport must be closed during the drilling of the proposed boring <br />and Vane Shear Test within the FAA safety area; therefore, we have assumed that these <br />explorations will be performed at night (after 9:00 PM and before 6:00 AM). This includes <br />