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{ i , Division of Mines and,Geology(CDMG),.the Geological Survey {USGS), and local fault studies, if available, identify the presence of any known or suspected'earthquake faults. Using published information, identify whether any portion of the site is known to contain soils subject to liquefaction and/or soils-and conditioris which ma' be potentially subject.to such hazard based on their known performance-else hhe`re` x Using the studies and soil survey maps MBA will identify,soll types present at the site. Identify fey soil constraints of.the site related to thiese associations and slope conditions. These constraints may,include depth, permeability and susceptibility to high groundwater, limitations for foundation bearing and placement of buried infrastructure and roads. MBA will identify special problems, such as expansion'and shrinkage problems (shrink/swell), poor drainage, compressibility, and revegetation suitability. This will also include on evaluation of the potential erodability under reclaimed conditions. Traffic KD Anderson & Associates (KDA) will prepare the traffic analysis for the EIR. The overall technical approach in preparing the traffic analysis will be consistent with methods described in the San Joaquin County Traffic Impact Study Guidelines. KDA's traffic analysis will analyze the following six scenarios: • Existing, ■ Existing Plus Project(Brandt Road Access), • Existing Plus Project (Cord Road Access), • Cumulative No Project, ■ Cumulative Plus Project (Brandt Road Access), and • Cumulative Plus Project (Cord Road Access). KDA will quantify the number of trucks that would be used to haul materials over the life of the Project. KDA will use information provided by the Project Applicant to identify the rate at which materials will be shipped. Seasonal variation will be addressed, if applicable. KDA understands the Project Applicant would not provide off-site shipping and, therefore, would not control the geographic directional distribution of project-related trips. However, KDA will use information provided by the Project Applicant to characterize the directional distribution of trips. This information may include, for example, estimates of the market demand for aggregate material. KDA will provide information regarding the existing circulation system based on traffic volume and road condition. KDA will conduct new 24-hour classified counts that identify the existing truck percentage on the 12 study area roads. KDA will consult with San Joaquin County and the Project Applicant to identify the study roadway segments_ The following is a preliminary list of potential study roadway segments. • North Elliott Road north to Peltier Road, ■ Peltier Road west of North Elliot Road, ■ SR-88 south of SR-12, ■ SR-12/SR-88 between North Elliott Road and Clements Road, • SR-12/SR-88 Clements Road to Cord Road, • SR-12/SR-88 east of Cord Road, ■ Cord Road from Acampo Road to SR-88, • Brandt Road east of Clements Road, • Clements Road south of Brandt Road, ■ Clements Road north of Brandt Road, • Kettleman Road west of Clements Road, and • Harney Lane west of Clements Road.