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-WII��Y�Y 1 lYI�YI�1111�1��. ...________.____'_ .. .. .. <br /> IXHIBIT �An <br /> SCOPE OF SERVICES AND FEE <br /> The scope and fee terms for Amendment No. 2 are described below. <br /> Scope of Work <br /> Consultant will conduct and document an Extended Phase I (XPI) Study to: 1) <br /> determine the potential presence/absence, nature, depth, and lateral extent of any intact <br /> archaeological deposits or paleosols; and 2) refine the sensitivity analysis for buried <br /> archaeological resources within the Area of Potential Effects (APE). The following tasks <br /> and assumptions constitute the scope of work. <br /> Task 1: XPI Plan and Geoarchaeological Archival Analvsis - Consultant will prepare a <br /> brief XPI testing plan for submittal to and approval by Caltrans prior to any field <br /> investigations. This plan will outiine the field methods, decision thresholds, timetables, <br /> and permit requirements for the field investigation. It is assumed that a large portion of <br /> this background data has been previously compiled in available geoarchaeological <br /> reports in the Project vicinity, which are applicabie to the current Project. <br /> Once the field investigation plan is approved by Caltrans, Consultant will conduct an <br /> initial site visit to confirm landforms and utility clearances, plot boring locations, and <br /> maric locations for Underground Services Alert (USA). A private utility locator will be <br /> utilized to identify potential utilities within the investigation locations. Consultant will <br /> obtain the required drilling permit from the County of San Mateo. Due to the inherent <br /> safety issues when working adjacent to an active roadway and with drilling equipment, <br /> and in accordance with Consultant policy, a health and safety plan will be prepared prior <br /> to any�eld activities. <br /> Task 2: Geoarchaeolopical Field Investiqation - Consultant will conduct and document a <br /> targeted field investigation focused on the columns and abutments, and respective pile <br /> foundations, for interchange structural improvements. This will involve mapping of <br /> surFace geomorphology, as well as "Geoprobe" coring in the targeted areas to establish <br /> a subsurface context for the project area and identify any subsurface archaeological <br /> deposits, if present. <br /> Given the location of the piles, depth of impact, anticipated depth of the Holocene <br /> alluvial surfaces, and accessibility issues, the XPI program is limited to coring. The <br /> exact depth of each core will be limited by a number of factors. It is anticipated that the <br /> most geoarchaeologically sensitive area will be the upper approximately 15 feet of the <br /> alluvial landform below the Bay Mud. If this threshold is identified in the field and <br /> reached at a shallower depth than the proposed column depth, coring will be terminated <br /> prior to reaching the final column depth. Otherwise, the total depth of proposed project <br /> impacts will be cored. Altematively, due to the high clay content and stiffness of the Bay <br /> Mud formation, and underiying alluvial landform, it may not be possible to reach the�nal <br /> column depth. At this point, it is assumed that three days of coring will be sufficient to <br /> explore the APE for buried archaeological resources. <br /> REV:04-07-15 VR <br /> Page 4 of 7 <br /> A-4 <br /> ATTY/AGR.Amend No.2/URS <br />