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04
City of Pleasanton
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CITY CLERK
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2013
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12/5/2016 2:57:23 PM
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12/11/2013 3:11:32 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
12/17/2013
DESTRUCT DATE
15Y
DOCUMENT NO
04
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2 <br /> An archaeological testing program consisting of six backhoe test units (BTU) and three <br /> auger bores (ATU) placed in the areas to be potentially affected by project subsurface <br /> construction has been approved to determine if prehistoric archaeological deposits could <br /> be adversely affected. Unit locations will be adjusted to avoid impacts to the <br /> underground infrastructure based on USA and other utility location information. <br /> Testing will not occur in areas that are not proposed for ground disturbing construction in <br /> order to minimize disturbance to the archaeological site. In addition, testing will not <br /> extend to depths below the proposed construction activities. <br /> The test locations will be field marked by Basin Research Associates (BASIN) with <br /> assistance from BKF Engineers. Prior to testing, USA will be alerted to determine the <br /> presence/absence of underground utilities and a private utility contractor may be <br /> employed to check and further determine the presence/absence of additional subsurface <br /> pipelines and conduits that could be damaged by the testing. <br /> BACKHOE TEST UNITS (BTU) <br /> The backhoe test unit(BTU) excavations will use a standard rubber tire backhoe outfitted <br /> with an 18-24-inch wide toothed bucket. The length, width, and depth of each BTU will <br /> vary slightly depending on field conditions including access and the presence of <br /> underground utilities. BASIN proposes to excavate six BTUs measuring approximately <br /> 5-8 feet long x 24-inches wide x 5 feet deep at selected improvement areas within the <br /> recorded site. The size of the BTUs will fit within the narrow project areas and be <br /> excavated to the potential depth of the proposed impact with a minimal buffer. The final <br /> location and size of each BTU will be at the discretion of the Project Archaeologist and <br /> selected based on the presence of underground utilities, extensive root systems, etc. <br /> which may affect unit location, depth, etc. <br /> It is anticipated that six-inch lifts will be used to remove the sediment to each unit's final <br /> depth. Each lift and the resulting spoils will be visually inspected by the Lead <br /> Archaeologist and Field Technicians. BTU testing will stop if, in the opinion of the <br /> Project Archaeologist and/or Lead Archaeologist, a substantially intact significant <br /> cultural deposit is exposed within the unit that suggests a potential for focused data <br /> recovery (see Data Recovery Program). A Shovel Test Unit (STU) may be excavated <br /> within the deposit to characterize it so that appropriate treatment can be planned. The <br /> Project Archaeologist will notify Caltrans to discuss the deposit and planned treatment. It <br /> is expected that if hand recovery cannot be undertaken immediately, the deposit will be <br /> covered with a steel plate or other suitable method until data recovery can begin. If no <br /> cultural materials are exposed that warrant a change in focus, the testing program will <br /> continue. <br /> Upon completion of the unit, the spoils and trench profiles will be visually inspected <br /> again for the presence/absence of cultural materials. Standard archaeological recordation, <br /> including a written description, stratigraphic sediment profile, and photographic <br /> documentation, will be completed for each unit (Note: Units deeper than 4.0 feet will not <br /> Scope and Cost Estimate-Archaeological Test Plan <br /> Encroachment Permit 0411-NMC0671 <br /> Mitigation Plan-CA-CA-ALA-574 <br /> June 2013(Revised November 2013) <br />
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