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slopes will be directed to carry runoff to areas where erosion and sedimentation can be <br />controlled. Truck beds will be hosed down to reduce soil spillage on paved roads and wind- <br />blown dust. Relocation of Littlejohns Creek could leSsen the sedimentation potential to the <br />creek. <br />Completed cells will be stabilized by the planting and maintenance of drought-resistant <br />grasses. This will inhibit wind and water erosion and maximize the fertility of the soil in order <br />to facilitate revegetation. . .. <br />Temporary plantings, geofabric drapes, and erosion-preventing diversions of surface water <br />will be constructed as appropriate on temporary slopes. <br />Regular operational and post-closure monitOling of erosion control structures and 'plantlngs <br />will be done for a minimum of five years. <br />n. 59 Forward 1993 (8.5) <br />Assessment of groundwater levels in monitoring wells shall be initiated within 24 hours <br />following an earthquake event having a Modified Merca/Ii intensity of Vor greater at the <br />landfill. This will allow the water level database to be adjusted or seismic variations. In the <br />event that anomalous water level changes are noted, a series of water quality sampling and <br />testing events shall be initiated by the applicant in coordination with the RWQC8 to detect an <br />changes in water quality that may signify subsurface adjustments in landfill cells. <br />o. 60 Forward 1993 (8.6) <br />Benchmarks shall be established (these could utilize monitoring well top of casing <br />elevations), which will allow for determinations of settlement! consolidation of fill materials in <br />closed sections of the landfill on an annual basis and following Significant seismic events <br />(Modified MerciJlIi Scale of V or above). In the event that changes are noted, the cause <br />should be determined as should the effect on leachatecollfiction and recovery systems. <br />Repair liners and LCRS as necessary. In addition, remedial grading should be accomplished <br />to restore the original cap's function to repel water and direct surface runoff. <br />p. 65 Austin 2000 (F1.a) <br />A 4.3-acre detention basin will be constructed in the southwest comer of the project site, as <br />depicted on the project plans (Beck 1993). <br />q. 81 (1.4) <br />Proposed as Part ofthe Project: <br />If leachate is delivered to the City of Stockton Regional Wastewater Control Facility, the <br />project sponsor will provide for Independently corroborated test results to the City to <br />demonstrate the chemical composition of the leachate extracted from the proposed <br />consolidated landfill project. Monitoring and testing of landfilJ.jjenerated leachate will meet <br />the requirements of the City of Stockton Wastewater Ordinance and the City Municipal <br />Utilities Department. <br />If leachate quality is not acceptable for disposal at the Regional Wastewater Control Facility, <br />the project sponsor will either have the leachate collected and disposed Off-site by a licensed <br />Treatment and Disposal Facility, or will develop on-site leachate processing that will result in <br />treated leachate that is acceptable for disposal at the wastewater treatment plant or <br />acceptable to regulatory agencies for on-site use. The design and operation of anyon-site <br />leachate processing that is implemented will comply with all applicable laws and regulations. <br />San Joaquin County <br />Community Development <br />Up·00-7, ER·OO-2IForward, Inc. <br />Page 18