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Consolidated Forwar0c. Landfill Page 16 51 (F.9) Identified in This EIR: Replacement wells (as well as additional wells north of the Austin Road Landfill to bet'_ - define the leading edge of the plume)shall be installe,J to mitigate against the loss of oc wells as presented in the JTD currently under revien ov the RWQCB. The RWQCB r--,:z- approve the JTD's plans for the number and locationc). the nen-wells as part of their approval process, which is separate from the EIR app-oval process. 52 Austin 1994(K3.c),Austin 2000(K3.c) The timing of the pumped discharge from the detenr ,:pc must not occur with the pe--=: flow rate of Little John's Creek as this would impaC,*,:v1.,r:srream•locarions by inereasir_ :::e flood hazard. Telemetry, which monitors theflow in : creek to determine the peak, be provided. This information should then be used to :C- 'n zte the start up of the pion: 53 Austin 1994(K5.e),Austin 2000(K5.e) The landfll operator would include practices acid pr-_:e i,--in rhe STTT-P to comply ti;::;: 3 1760. The procedures would describe how the eipa,::: r ,:dfrll would salvage all economically feasible metallic discards. 54 Forward 1993 (C3) Dieselfuel should be stored in a manner which pror;;:2s- ;-secondan.containment. G. SOILS AND GEOLOGY 55 (G.2) Proposed as Part of the Project: Should additional cover material be needed, alternative daily covers,approved by the CIWMB,will be examined and used. 56(G.3) _ Proposed as Part of the Project: The project sponsor has prepared a seismicity study for the site. If the potential maximum peak ground acceleration in the seismicity study is greater than that assumed in the preliminary design,the final project design analysis will make modifications needed to meet the factor of safety(determinations may be subject to the approval of the CIWMB and/or RWQCB). Impacts to the new liner and drainage system installed over the Austin Road Landfill will be monitored as appropriate based on any stipulations of the CIWMB and/or RWQCB. 57 (G.4) Proposed as Part of the Project: Overall reduction--or, in some cases,elimination or improvement—of slope instability at tre project site-can be achieved through the implementation of the seismic design measures designed to meet CCR Title 27. 58 (G.5) Proposed as Part of the Project: The applicant's Joint Technical Document references an e-osion management plan that delineates various actions to minimize erosion and sedirnen.a:ion. including appropriate construction, landscaping, and maintenance of graded so-pes and subsurface drainage