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ARCHIVED REPORTS_2019 SOIL MGMT PLAN (JULY-REVISED)
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ARCHIVED REPORTS_2019 SOIL MGMT PLAN (JULY-REVISED)
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Last modified
1/19/2024 3:16:25 PM
Creation date
5/23/2022 2:52:14 PM
Metadata
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Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2019 SOIL MGMT PLAN (JULY-REVISED)
RECORD_ID
PR0504201
PE
4430
FACILITY_ID
FA0000214
FACILITY_NAME
PILKINGTON NORTH AMERICA INC PLANT 10
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330-9739
CURRENT_STATUS
01
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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22 February 2019 <br />AGE-Project No. 14-3154 <br />Page 6 of 12 <br /> <br />6.2. HYDROGEOLOGIC SETTING <br /> <br />The site and surrounding area lie within the San Joaquin Valley Groundwater Basin, <br />Eastern San Joaquin Subbasin (5-22.01). This subbasin is bound on the south, <br />southwest, and west by the Modesto, Delta-Mendota, and Tracy Subbasins, respectively, <br />and on the northwest and north by the Solano, South American, and Cosumnes <br />Subbasins. The Eastern San Joaquin Subbasin is drained by the San Joaquin River and <br />several of its major tributaries namely, the Stanislaus, and Calaveras, and Mokelumne <br />Rivers. The San Joaquin River flows northward into the Sacramento and San Joaquin <br />Delta and is discharged into the San Francisco Bay. Annual precipitation within the <br />subbasin ranges from about 11 inches in the southwest to about 25 inches in the <br />northeast. <br /> <br />Generally, the subsurface of the subject property consists of silts and silty sands from the <br />surface to 10 feet bsg, then grades into fine to medium sands at approximately 10 feet <br />bsg and extending to 20 feet bsg; groundwater at the subject property is encountered in <br />the fine to medium sands. Based on groundwater data collected between May 2015 and <br />November 2018 from monitoring wells located on Parcel A (W-1R through W-8), <br />groundwater has been encountered between approximately 12 and 16 feet bsg; and the <br />groundwater flow direction has varied toward the northeast to the south at low <br />(0.0004 ft/ft) to moderate (0.02 ft/ft) hydraulic gradients. During 2017 and 2018, <br />groundwater flow direction has been consistently towards the south and southwest. <br />Locally, groundwater flow direction in the southeasterly portion of the subject property <br />may be affected by the current groundwater extraction remediation being performed at <br />the adjacent JR Simplot property. <br /> <br />The property is located at an elevation of approximately 15 feet above mean sea level <br />(MSL), in an area of low topographic relief and regional groundwater flow and slope of <br />the area is toward the general southwest, which is consistent with the overall groundwater <br />flow direction inferred at the site and in the area. There are no surface water features on <br />the property. The nearest surface water feature in the vicinity is the San Joaquin River <br />located approximately 1.5 miles to the west. <br /> <br /> <br />6.3. SOLID WASTE AND IMPACTS <br /> <br />Following excavation and removal activities within the WU1 area on Parcel A, verification <br />samples will be collected to confirm solid waste was removed to below acceptable <br />screening levels and the soil is not impacted above acceptable screening levels. <br /> <br /> <br />6.4. SOIL-GAS IMPACTS <br /> <br />Soil-gas samples have not been collected from disposal area WU1 at Parcel A. However, <br />soil-gas samples were collected beneath WU1 at Parcel B. An evaluation of soil-gas
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