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Leanne Mueller <br /> November 4, 2002 <br /> Page 2 <br /> date of the permit is issued." <br /> 2. Equipment storage areas are not indicated on maps or in the text as required by <br /> CCR 3709(a). The reclamation plan map needs to be augmented to depict <br /> equipment storage areas. <br /> 3. The reclamation plan states that relocation of the irrigation pipeline may be <br /> possible in the future, and that portion of the project area will also be mined. If <br /> Relocation occurs following project approval, an amendment to the plan will be <br /> required prior to mining this portion of the project. The amendment must include <br /> a calculation of additional aggregate resources that will be mined and how mining <br /> of the pipeline area will affect phasing of the project. <br /> Geotechnical Requirements <br /> (Refer to CCR Sections 3502(b)(3). (b)(4), 3704 (a), (b), (d), (e), (f)) <br /> 4. The method for handling the significant volume of overburden that will be <br /> generated during mining should be more thoroughly described. The reclamation <br /> plan should clarify how much overburden will be stockpiled at a given time, <br /> where it will be stockpiled, and for how long it will be stockpiled. Erosion control <br /> seeding, mulch placement and other erosion control procedures should be <br /> proposed to winterize the stockpiles and any other exposed areas on the project <br /> site. <br /> The methods that will be used to backfill overburden should be described and <br /> should afford sufficient compaction so that differential settlement will not occur. <br /> A good approach to achieve some level of compaction without inhibiting orchard <br /> growth would be to lay dampened (moderate moisture content) overburden down <br /> in relatively thick, even lifts of, 2 to 3 feet, for example. <br /> Compaction of the sliver fills against the pipeline embankment should be <br /> engineered to 90% of maximum density, and may require a "toe-in" construction <br /> technique into in-situ soils to be used. <br /> 5. Performance criteria should be included in order to identify how much erosion <br /> can be tolerated in reclaimed cut slope and fill slope areas before implementing <br /> erosion control treatments. Such criteria may state, for example: "erosion of rills <br /> greater in cross section than 5 square inches exceeding 5 feet in length will be <br /> arrested by placement of graded rock interceptors or straw bales to slow <br /> ,n mnfrnfarl n innff within 1 wPPk following anv rainfall event." <br />