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exceed one (1) foot horizontal to one (1) foot vertical, except that temporary cut slopes at setback lines to a maximum of one half(ill)of a foot horizontal to one (1) foot vertical may be maintained if site-specific geologic and engineeringslopesanalysis hde demonstrate through slope stability analysis that the propose d temporary However, in the event that there are factor of safety as required in Section 9-1415.3(k)e(4. However, potential for structures re the existing structures on the adjacent property ( line than a fine adjacent property), the excavation shall at no time be closer to the to the toe oproperty slope. projected on a slope of one(1)to one(1)from the property line (5) Final Slopes. Final cut and/or fill slopes shall not exceed two (2) feet horizontal to one (1) foot vertical,except as specified below. A. Final slopes to a maximum of one and one-half(1 1/2)feet horizontal to one (1)foot vertical may be maintained when site-specific geologic and engineering analysis demonstrate through a slope stability analysis that the proposed final slopes while demonstrating sm slo� stability factor of safety as required in Section 9-1415.2(k)(4), for the proposed end use and protecting against erosion (by means of revegetation or other methods approved by Development Services Division). L (6) Fill Slopes. Fill slopes shall be constructed consistent with recommendations from a qualified civil/geotechnical engineer based upon site-specific geologic conditions. I. FENCING: Fencing four(4)feet in height consisting of not less than three(3)strands of barbed wire, or an approved equivalent, shall be placed around the excavation area where h selopesfentperthan oran two (2)feet horizontal to one(1)foot vertical are maintained. Six (6)foot high horizontal fencing ci one an approved equivalent shall be required where slopes steeper than two (2) foot vertical are created, if the Proximity of such slopes to residential uses or other uses involving a concentration of people so warrants. (Development Title Section 9-1415.3[1]) m. SCREENING AND LANDSCAPING: Screening consistent with Chapter 9-1020 is required. (Development Title Section 9-1415.3[m)) (1) A minimum ten (10)footwide planting strip is required along 1-580. The planting of oleanders or other evergreen trees as Proposed on the Site Plan is adequate. n. EXCAVATIONIRECLAMATION SCHEDULE: The reclamation plan shall shono i four start of excavation. Reclamation on one phase of an excavation shall be initiated p next excavation phase. The final reclamation of any phase of excavation shall be completed within so that at two years of the commencement of the reclamation process. Excavation hose beinshall be g xcavated- any point of time a maximum of one phase is being reclaimed while one p 9 (Development Title Section 9-1415.3[o)) s the excavation o. TIME ues in compliance The Quarry ExcaovveddPPermit r mitt Theshall excavation processlong shallabe completed by continues in compliance with the app December 31,2009. (Development Title Section 9-1415.3[p)) p. ANNUAL INSPECTION REPORTS: Annual inspections of the excavation shall be conducted by the County to ensure compliance with the conditions of the permit and the reclamation plan. The County may use professional services as provided for in Section 9-240.11. The consultant son hall be ss elected by San Joaquin County. Upon completion of the annual inspection, the peall e of the mining operation shall submit to the at 22e foist and the County Resources M which The shall co ainlhe the information required by Sec cost of inspection shall be paid by the mine operator. Additional inspections may be conducted, but the PA-02-377\Rose San Joaquin County Page 9 Community Development