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i (3) Slope Stabty Factors of Safes. When required in this Title to provide site-specific geologic and engineering slope stability analysis, the following minimum slope stability factors of safety shall apply. A. A minimum factor of safety of 1.5 against-static deep seated failure. r' B. A minimum factor of safety of 1.5 against static surficial failure. - C. A minimum factor of safety of 1.1 against seismic failure. (4) Temporary Cut Slopes at Setback tines. Temporary cut slopes (i.e.,for limited period$of time, slopes tljpt are in the process of extraction prior to being backfilled)at setback lines shall not exceed one(1)foot horizontal to one(1)foot vertical, except that temporary cut slopes at setback lines to a maximum of one half(112)of a foot horizontal to one(1)foot vertical may be maintaA,d if site-specific geologic and engineering analysis demonstrate through a slope stability ahalysis that the proposed temporary cut slopes will have a minimum slope stability factor of"safety as required in Section 9-1415.3(k)(4). However, in the event that there are existing Structures on the adjacent property(or the immediate potential for structures on the adjaceni;property), the excavation shall at not time be closer to the property line than a line projecte&on a slope of one (1)to one(1)from the property line to the toe of slope. (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 '/2)feet horizontal to one(1)foot vertical ,r: may be maintained when site-specific geologic and engineering analysis demonstrate through a slope stability analysis that the proposed final slopes will have a minimum slope staiiijty factor of safety as required in Section 9-1415.2(k)(4),while demonstrating suitability for the proposed end use and protecting against erosion (by means of revegetation or other meth'6ds approved by Development Services Division). (6) Fill�Slo i 4 s- Fill slopes shall be constructed consistent with recommendations from a qualified civil/geAchnical engineer based upon site-specific geologic conditions. n. FENCING: F`bncing 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 slopes steeper than two(2)feet horizontal to one (1)foot vertical-are rnaintained . Six(6)foot high security fencing or an approved equivalent shall be required where slopes steeper than two (2)feet horizontal to one(1) foot vertical �,r,.e created, if the proximity of such slopes to residential uses or other uses involving a concentratiora';bf people so warrants. (Development Title Section 9-1415-3[l]) o. PONDING: �EI water utilized in the plant operation shallbe disposed of behind a closed dike. (Development Title Section 9-1415.3[n]) p. EXCAVATIONIRECLAMATION SCHEDULE: The reclamation plan shall show the phases of excavation. Declamation on one phase of an excavation shall be initiated prior to the start of the next excavation phase. The final reclamation of any phase of excavation shall be completed within two years of the commencement of the reclamation process. Excavation shall be limited so that at any point of time, maximum of one phase is being reclaimed while one phase is being excavated. (Development Title Section 9-1415.3[x]) q. TIME LIMITATION: The Quarry Excavation Permit shall expire 18 44 years from the effective date of approval. San Joaquin County'; PA-0200182/Reed ! Community Developtbent Page 8 a ;