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2900 - Site Mitigation Program
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PR0523785
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Last modified
5/28/2019 5:02:08 PM
Creation date
5/28/2019 4:55:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523785
PE
2965
FACILITY_ID
FA0016022
FACILITY_NAME
CHEROKEE FREIGHT LINES
STREET_NUMBER
5463
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
952151120
APN
08712143
CURRENT_STATUS
01
SITE_LOCATION
5463 E CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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• Groundwater sampling and analysis plan <br /> • Health and safety plan <br /> 1. Background Information <br /> According to the Soil Conservation Service Soil Survey of San Joaquin County, <br /> California, the soils at the CFL land application site consist of well-drained sandy loam, <br /> clay loam, and clay, with permeabilities ranging from moderately rapid to slow. The <br /> soils are formed in alluvium derived from granitic and mixed rock sources, with slopes <br /> ranging from 0 to 2 percent. The average annual precipitation is about 15 inches, most of <br /> which occurs during the winter months. <br /> Contours for depth to groundwater in the Stockton area are presented in Figure 2. As <br /> indicated in Figure 2, the gradient is toward the west, with a slight southerly component. <br /> According to the data provided in Figure 2,the depth to groundwater in the vicinity of <br /> CFL is approximately 70 to 80 ft. However, according to drillers with experience in San <br /> Joaquin County,the water table may be closer to 100 ft below ground surface. <br /> 2. Proposed Monitoring Well Locations <br /> Three monitoring well locations were chosen to provide both background (upgradient) <br /> groundwater quality data and compliance groundwater quality data immediately <br /> downgradient of the CFL land application area, as well as providing drill rig access and <br /> convenient access for sample collection and groundwater level monitoring. The proposed <br /> locations are indicated in Figure 3. As shown in Figure 3,the upgradient well will be <br /> located at the eastern extremity of the CFL property, while the downgradient wells are <br /> located at the western boundary. By comparing the quality of groundwater samples <br /> collected from the upgradient and downgradient wells, it will be possible to determine the <br /> impact of land application of wastewater at the CFL pasture and orchards. <br /> B. DRILLING DETAILS <br /> This selection provides a description of the equipment that will be used to construct the <br /> monitoring wells, along with associated drilling activities. <br /> 1. Drilling Equipment <br /> The wells will be drilled using a hollow-stem auger. The drilling contractor will be <br /> required to hold a valid Class C-57 California Contractor's License. A permit for <br /> installation of the wells will be obtained from the San Joaquin County Environmental <br /> Health Department. The borehole will be drilled to a depth of approximately 80 to 100 <br /> feet, depending on the depth at which saturated soil conditions are first encountered. The <br /> well borehole will be approximately 12 inches in diameter,to allow for adequate space <br /> for the gravel pack and well casing. All cuttings will be disposed of by spreading onsite, <br /> as directed by CFL. Drilling equipment will be washed at each monitoring well site to <br /> Project Workplan 2 SA1433 <br /> July 30,2004 n:lsa01433\gwmwiwp\workplan.doc <br />
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