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_ d. <br /> 5 <br /> p <br /> (5) Final Sloes. Final cut and/or fill slopes shall not exceed two (2) feet horizontal to one <br /> (1)foot vertical, except as specified below: <br /> A. Final slopes to a maximum of one and one-half(1 112) feet horizontal to one (1) foot <br /> vertical may be maintained when site-specific geologic and engineering analysis <br /> demonstrate through a slope stability analysis that the proposed final slopes will <br /> have a minimum slope stability factor of safety as required in Section 9- <br /> 1415.2(k)(4), while demonstrating suitability for the proposed end use and <br /> protecting against erosion (by means of revegetation or other methods approved by <br /> Development Services Division). <br /> B. Final slopes to a maximum of one (1) horizontal foot to one (1) foot vertical may be <br /> maintained under water(beginning five {5} feet below the lowest water table on the <br /> property experienced in the preceding three (3} years) when site-specific geologic <br /> and engineering analysis demonstrate through a slope stability analysis that the <br /> proposed saturated slopes will have a minimum slope stability factor of safety as <br /> required in Section 9-1415.2(k)(4); <br /> (6) Fill Slopes. Fill slopes shall be constructed consistent with recommendations from a <br /> qualified civil/geotechnical engineer based upon site-specific geologic conditions; <br /> I. FENCING: Fencing four (4) feet in height consisting of not less than three (3) strands of <br /> barbed wire, or an approved,equivalent, shall be placed around the excavation area where <br /> slopes steeper than two (2) feet horizontal to one (1) foot vertical are maintained. Six (6) <br /> foot high security fencing or an approved equivalent shall be required where slopes steeper <br /> than two (2) feet horizontal to one (1) foot vertical are created, if the proximity of such <br /> slopes to residential uses or other uses involving a concentration of people so warrants. <br /> (Development Title Section 9-1415.3[1]) <br /> m. EXCAVATIONIRECLAMATION SCHEDULE: The reclamation plan shall show the phases <br /> of excavation. Reclamation on one phase of an excavation shall be initiated prior to the <br /> start of the next excavation phase. The final reclamation of any phase of excavation shall <br /> be completed within two years of the commencement of the reclamation process. <br /> Excavation shall be limited so that at any point of time a maximum of one phase is being <br /> reclaimed while one phase is being excavated. (Development Title Section 9-1415.3[o]) <br /> n. TIME LIMITATION: The Quarry Excavation Permit shall remain in effect for a period of two <br /> years following the effective date of approval. (Development Title Section 9-1415.3[p]) <br /> o. ANNUAL INSPECTION REPORTS: Annual inspections of the excavation shall be <br /> conducted by the County to ensure compliance with the conditions of the permit and the <br /> reclamation plan. The County may use professional services as provided for in Section 9- <br /> 240.11. San Joaquin County shall select the consultant. Upon completion of the annual <br /> inspection, the person in charge of the mining operation shall submit to the State Geologist <br /> and the County a report that shall contain all the information as required by Section 2207 of <br /> the Public Resources Code. The mine operator shall pay the cost of the inspection. <br /> Additional inspections may be conducted, but the cost of additional inspections shall be <br /> paid for by the mine operator only if. non-compliance with the conditions of the Quant' <br /> Excavation Permit or the reclamation plan is found. (Development Title Section 9- <br /> 1415.3[q]) <br /> is <br />