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vertical) using overburden and interbedded clays with track-walk topsoil on the surface. Chapter 9-1415.3 of the San Joaquin County Ordinance for Quarry Excavations requires that slopes in excess of 50 feet have terraces with a maximum distance between terraces of 50 feet. Although stability has been demonstrated (see Section 4.7 Geology, Soils, and Seismicity), the project does not propose terraces and may need a variance or text amendment from San Joaquin County. It is proposed that all existing topsoil would be stockpiled and reused in final reclamation, with a waste shrinkage factor of 10 percent. This would result in 800,000 cubic yards of topsoil available, which would equate to 6 to 9 inches in depth of topsoil over all final slopes and pit bottom. The slopes would be hydroseeded with an appropriate seed mix for erosion control at a time that would maximize vegetation growth for erosion protection. Hospital Creek Hospital Creek borders the southern boundary of the site and crosses the southwest corner of the site after passing over the Delta-Mendota Canal in a box culvert. Two options are proposed for mining near Hospital Creek, as follows: • Mining Plan Option 1: Leave Hospital Creek in place, mining both sides with a 100-foot setback from the centerline of the creek to the top of the mining slope. Refer to Figure 3-3 (Mining Plan Option 1). • Mining Plan Option 2: A 100-foot high berm would be constructed out of both on-site and off- site materials along the line between the Phase III and Phase V areas and between the Phase VI and Phase VII areas. Refer to Figure 3-4 (Mining Plan Option 2). This would create a large retention basin. The inlet and outlet would be modified to become a spillway and an overflow. Hospital Creek would then be mined out within the project boundaries and the creek would flow directly into the large retention basin through a concrete spillway. The retention basin would be able to hold a maximum capacity of 18,000 acre-feet of water. If the basin were to completely fill up with water it would be discharged back to Hospital Creek at the downstream end through a concrete overflow structure. The benefit of this option is that the basin could then be used to control and manage flows and storm water along Hospital Creek and could act as a groundwater recharge basin. Under this option, reclamation of Phases V and VI would be a large seasonal pond. Public Safety The Applicant proposes to implement measures to prevent accidental and unauthorized access to the mining areas. The Applicant would install and maintain fencing, consistent with the San Joaquin County Code, and warning and no-trespassing signs around the perimeter of the property. Gates would be installed and roving security patrols would be employed during non-operational hours. Signs would be installed for regular traffic and delivery routes and lighting would be installed and maintained for traffic and safety purposes. Haul roads would be graded, watered, and maintained with berms for traffic safety. Slopes would be fenced to prevent public access and replaced at 2:1 per County Code requirements. Equipment, roads, fences, and security would be maintained in compliance with County Code, Mine Safety and Health Administration (MSHA) regulations, and Cal-OSHA regulations. San Joaquin County QX-01-2\Lonestar California Community Development Page 9