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7.1 MITIGATION MONITORING PROGRAM <br /> Hydrology and Water Quality <br /> Table 7.1 - continued <br /> Timing or <br /> Person/ Frequency <br /> Monitoring Agency or <br /> Impact Mitigation Measure Requirements Responsible' Monitoring= <br /> ■ HYDROLOGY AND WATER QUALITY <br /> 4.7-1 Proposed structures and facilities 4.7-1(a) The levees protecting the project site should all be Inspection and SJCFCE Prior to SP <br /> on the project site could be thoroughly inspected, evaluated, and improved, as necessary, evaluation of and PC <br /> inundated by potential flooding prior to any development within the portion of the site improvements. <br /> within the 100-year floodplain. currently designated as a 100-year flood zone. The <br /> evaluation of the levee should be performed by a certified <br /> engineering geologist or registered geotechnical engineer <br /> prior to GompWieR approval of the Specific Plan. All <br /> recommendations presented for levee design and <br /> improvements by the professionals should be implemented <br /> following review and approval by the San Joaquin County <br /> Flood Control Engineer. The review would be conducted <br /> under the FEMA requirements for the "Letter of Map <br /> Revision" process. <br /> Ow fl4:44d Prlor to the Specific Plan, the applicant <br /> should apply for and receive a "Conditional Letter of <br /> Map Revision" for proposed levee Improvements. All <br /> levee work must be completed and approved and a <br /> "Letter of Map Revision" must be Issued prior to any <br /> construction within the currently Identified flood zone. <br /> 4.7-1(b) Regular inspection and maintenance of the levee should he Inspection and CSD and O (semi- <br /> performed to identify and correct any conditions that would maintenance. SJCCDD annually) <br /> destabilize the structure. The levee should be inspected <br /> semi-annually by the Community Services District (CSD) for <br /> the Mountain House New Town. <br /> The semi-annual inspections of the levee should specifically <br /> document evidence of erosion on the river side of the levee. <br /> excessive seepage on the landward slope (particularly at the <br /> toc of the slope), rodent burrows, and levee crest subsidence. <br /> Identified problems should be corrected immediately by the <br /> CSD. <br />