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120 (STATE ROUTE 120)
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17000
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2900 - Site Mitigation Program
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PR0523467
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Last modified
11/19/2024 4:01:48 PM
Creation date
4/2/2020 4:35:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523467
PE
2965
FACILITY_ID
FA0007060
FACILITY_NAME
WINE GROUP, THE
STREET_NUMBER
17000
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
Zip
95366
APN
24506030
CURRENT_STATUS
01
SITE_LOCATION
17000 E HWY 120
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Kennedy/Jenks Consultants <br /> 6. Collect soil samples for lithologic logging purposes with a CME continuous coring system in <br /> 5-foot increments. <br /> 7. Collect soil samples for lithologic logging and chemical and physical analyses by driving a split- <br /> spoon drive sampler, in 2.5- to 5-foot increments, below the depth of the auger bit with a <br /> rig-mounted hammer. Record the standard penetration resistance. If the sample is pushed <br /> rather than driven, be sure to record the push force. <br /> 8. Have the soils classified in the field in approximate accordance with the visual-manual <br /> procedure of the Unified Soil Classification System (ASTM D-2488-90) and the Munsell Color <br /> Classification. <br /> 9. Prior to each sampling event, wash the split-spoon drive sampler and brass liners with high <br /> purity phosphate-free soap, and rinse them with potable water. <br /> 10. At each sampling interval, collect soil in one brass liner for potential laboratory analysis. Cover <br /> this sample in Teflon sheets, seal it with plastic caps, and wrap it with silicon tape. Place a <br /> completed sample label on the brass liner. Then see that the samples are placed in appropriate <br /> containers and stored at approximately 4°C. <br /> 11. Complete chain-of-custody forms in the field and transport the samples in insulated containers, <br /> at an internal temperature of approximately 4 °C, to the selected laboratory. <br /> 1.4 Installation and Testing of Isolation Casing <br /> 1. Upon completion of the initial small-diameter boring, use a rotary drill bit of appropriate diameter <br /> to ream the boring to a depth (to be determined). Use a bentonite mud mixture, in accordance <br /> with standard drilling practice, to maintain hole stability and to minimize infiltration and <br /> development of a mud cake on the borehole wall. <br /> 2. When reaming is completed, install isolation casing in the boring. Use conductor casing of an <br /> appropriate grade of 14-inch diameter steel with a wall thickness of 0.25 inch, per the following <br /> specifications: <br /> a. Sections are 20, 10, or 5 feet in length. <br /> b. Casing sections are beveled or butt-jointed. <br /> c. Field joints are arc-welded with 70 percent weld penetration, having a minimum of two <br /> passes per circumference. <br /> d. Welding rod is compatible with casing material. <br /> e. Joints are watertight. <br /> f. Casing centralizers are set on the bottom, middle, and top of the total casing length. <br /> Centralizers are installed in sets of four, spaced at 900, and attached at the bottom by a tack <br /> _ weld. They are flanged 2 inches at the top and bottom to contact the borehole wall. <br /> Groundwater Protection Work Plan, The Wine Group SOG 1 <br /> Franzia Winery, Ripon, California 2 <br /> yusy�o�,c�,ycmwro3oizo.m_»i�mauaw%��coisWm�rm�mcesmisuw�•isouarc.aoc <br />
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