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RES 10340
City of Pleasanton
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RES 10340
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2/25/2010 12:29:33 PM
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CITY CLERK
CITY CLERK - TYPE
RESOLUTIONS
DOCUMENT DATE
2/16/2010
DESTRUCT DATE
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DOCUMENT NO
RES 10340
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design-level geotechnical investigation. (Mitigation Measure F-3-a of the <br />FEIR) <br />c. Site soils are to be tested and evaluated for corrosivity. If corrosive soil <br />conditions are present, the report shall identify the appropriate measures to <br />mitigate these conditions that shall be incorporated into the design of project <br />improvements that may come into contact with site soils. Wherever corrosive <br />soils are found in sufficient concentrations, recommendations shall be made <br />to protect iron, steel, metal, and concrete from long-term deterioration caused <br />by contact with corrosive onsite soils. (Mitigation Measure F-3-a of the FEIR) <br />d. To ensure that buildings and other subdivision improvements are not <br />damaged by differential settlement at the project site, the report shall include <br />specific recommendations for mitigating potential settlement associated with <br />native soil/fill boundaries and areas of different fill thickness, including <br />recommendations for dealing with differential cut and fill that would affect <br />building pads, streets, and utilities. (Mitigation Measure F-4-a of the FEIR) <br />e. The design-level geotechnical report shall include a review of proposed storm <br />water drainage improvements including outfalls and water quality features. A <br />percolation test of each detention basin shall be provided to demonstrate <br />drain-down in three days. <br />The report shall be subject to the review and approval by the City Engineer and <br />will require a review and approval by a geotechnical peer review consultant <br />selected by the City. The recommendations specified in the report and by the <br />peer review geotechnical consultant shall be incorporated into the development's <br />grading and improvement plans for review and approval by the City Engineer <br />before the City approves the first final subdivision map. <br />68. All investigative trenches and test pits not fully removed by excavation during the <br />course of normal site grading and site preparation shall be specifically excavated <br />and brought to grade with properly compacted fill to the satisfaction of the City <br />Engineer. (Mitigation Measure F-4-b of the FEIR) <br />69. The project developer shall arrange and pay for a geotechnical engineer to <br />inspect and approve all subdivision improvements including, but not limited to, <br />retaining walls, drainage improvements, NPDES measures, geotechnical <br />mitigations, etc., during construction to ensure that the recommendations have <br />been properly incorporated into the development. The geotechnical engineer <br />shall be on-site to monitor all grading and excavation operations. The results of <br />the inspections and the as-built conditions of the project shall be inspected and <br />certified in writing by the geotechnical engineer for conformance to the approved <br />plans and geotechnical report and shall be submitted to the City Engineer for <br />review and approval prior to the issuance of the first building permit for a home. <br />(Mitigation Measure F-2-b of the FEIR) <br />Exhibit 8 Page 28 of 39 Ordinance No. 1961 <br />PUD-33, Oak Grove <br />
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