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(2) Provide an approved potable water supply for all employees. <br />(3) Provide approved toilets for all employees (chemical toilets are acceptable). <br />(4) Provide hand washing facilities on or near the approved toilets. (Development Title Section 9- <br />1415.3[i]) <br />i. SETBACKS: No excavation shall take place within twenty-five (25) feet of any property line or right- <br />of-way (nor within the allowed slopes adjacent to said twenty-five (25) foot setback), unless the <br />elevation prior to excavation is more than that of the abutting property, in which case the elevation <br />within said twenty-five (25) foot setback shall at no time be less than that of the abutting property, at <br />the property line. (Development Title Section 9-1415.3[j]) <br />(1) Temporary Cut Slopes at Setback Lines. Temporary cut slopes (i.e., for limited periods of time, <br />slopes that are in the process of extraction prior to being backfilled) at setback lines shall not <br />exceed one (1) foot horizontal to one (1) foot vertical, except that temporary cut slopes at setback <br />lines to a maximum of one half (1/2) of a foot horizontal to one (1) foot vertical may be maintained <br />if site-specific geologic and engineering analysis demonstrate through a slope stability analysis <br />that the proposed temporary cut slopes will have a minimum slope stability factor of safety as <br />required in Section 9-1415.3(k)(4). However, in the event that there are existing structures on the <br />adjacent property (or the immediate potential for structures on the adjacent property), the <br />excavation shall at no time be closer to the property line than a line projected on a slope of one (1) <br />to one (1) from the property line to the toe of slope. <br />(2) Final Slopes. Final cut and/or fill slopes shall not exceed two (2) feet horizontal to one (1) foot <br />vertical. <br />(3) Fill Slopes. Fill slopes shall be constructed consistent with recommendations from a qualified <br />civil/geotechnical engineer based upon site-specific geologic conditions; <br />FENCING: Fencing four (4) feet in height consisting of not less than three (3) strands of barbed wire, <br />or an approved equivalent, shall be placed around the excavation area where slopes steeper than two <br />(2) feet horizontal to one (1) foot vertical are maintained. Six (6) foot high security fencing or an <br />approved equivalent shall be required where slopes steeper than two (2) feet horizontal to one (1) foot <br />vertical are created, if the proximity of such slopes to residential uses or other uses involving a <br />concentration of people so warrants. (Development Title Section 9-1415.3[1]) <br />k. SCREENING AND LANDSCAPING: Screening consistent with Chapter 9-1020 is required. <br />(Development Title Section 9-1415.3[m]) <br />(1) The landscaped area shall be ten (10) feet wide. Adequate setback for maintenance shall be <br />required, and sight distance at road intersections shall not be impaired. A row of crop trees satisfies <br />this requirement. <br />EXCAVATION/RECLAMATION SCHEDULE: The reclamation plan shall show the phases of <br />excavation. Reclamation on one phase of an excavation shall be initiated prior to the start of the next <br />excavation phase. The final reclamation of any phase of excavation shall be completed within two <br />years of the commencement of the reclamation process. Excavation shall be limited so that at any <br />point of time a maximum of one phase is being reclaimed while one phase is being excavated. <br />(Development Title Section 9-1415.3[0]) <br />m. TIME LIMITATION: The Quarry Excavation Permit shall remain in effect as long as the excavation <br />continues in compliance with the approved Permit. (Development Title Section 9-1415.3[p]) <br />04-P-hase-4-excavat+ee-shal�-be-completed try -2-087-2-04S; and-r-eElamatiee-shat-be-ees4Weted-by <br />2009. <br />PA -0200370 - Conditions of Approval <br />