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WORK PLANS_2006-2007
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PR0506203
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WORK PLANS_2006-2007
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Last modified
3/31/2020 2:55:58 PM
Creation date
3/31/2020 2:47:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
2006-2007
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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BUR <br /> Scope of Work <br /> Membrane Interface Probe Investigation <br /> To achieve the objectives stated above, LFR proposes to advance MIP borings at six locations <br /> (MIP-16 through MIP-21, Figure 1). The MIP borings will be advanced by a California-licensed <br /> drilling contractor, under the direct supervision of LFR personnel. The borings will be advanced <br /> using a 30-ton direct-push (CPT-type) drill rig to depths of approximately 60 feet bgs in the A zone <br /> and 100 feet bgs in the B zone (Figure 1). Sixty feet bgs and 100 feet bgs are presented herein as <br /> "target" depths; the MIP borings will be pushed past the target depths of 100 feet bgs if real-time <br /> field data indicate the presence of contaminants at the bottom of the boring. The MIP probe will <br /> also be equipped with either a CPT or an EC detector to simultaneously collect data from which <br /> lithology is inferred. Continuous MIP and CPT/EC measurements will be made at each of the eight <br /> boring locations. CPT/EC-based lithologic logs and MIP-derived concentration logs will be <br /> generated based on the data obtained from each of the borings. Each of the borings will be grouted, <br /> from the bottom to the surface, with neat cement after completion. <br /> The MIP is advanced using a standard string of 1.25- or 1.5-inch rods and a direct-push probing <br /> unit. Before the probe is advanced, the tubing that houses the carrier gas and conductivity cable is <br /> connected to the MIP tool and is strung through the probe rod. The rods are then loaded on a rod <br /> cart or fixed tool rack for easy dispensing and storage. As the probe is driven to depth, the <br /> advancement is stopped at desired intervals (typically 6 inches) to gather volatile organic <br /> compound (VOC) data. Conductivity logging data are gathered on a continuous basis. At the <br /> desired intervals, the permeable membrane interface on the wall of the probe is heated. Any VOCs <br /> that are exposed to the membrane are volatized and picked up by the carrier gas behind the <br /> membrane, which in turn delivers the gas to the gas chromatograph detector at the surface <br /> (typically an electron capture detector (ECD), photoionization detector, and/or flame ionization <br /> detector). A stringpot, which is mounted on the probe, senses movement of the probe and measures <br /> depth and speed. The data are stored in spreadsheet-compatible format for later graphing and <br /> analysis. The gas chromatographs provide total VOC readings and are also stored for plotting. <br /> Following the collection of the MIP data, a Hydropunch sampler will be advanced to collect grab <br /> groundwater samples from the A-zone and B-zone aquifers in four boring locations. The <br /> groundwater samples will be collected using a hydraulically driven temporary piezometer <br /> consisting of a hollow-rod assembly with a 3-foot-long stainless steel screen attached at the leading <br /> end of the assembly (Hydropunch). The piezometer will be advanced to the desired depth interval <br /> based upon the CPT-derived lithology and the MIP' s ECD results. At the selected depths, the rod <br /> assembly will then be retracted to raise the outer piezometer sleeve, exposing the screen and <br /> allowing groundwater to pass through the screen into the piezometer. Each groundwater sample <br /> will be collected by lowering a Teflon or stainless steel bailer through the hollow-push rods into <br /> the piezometer screen. In addition to the grab groundwater samples collected near each MIP <br /> boring, groundwater samples will be collected from four piezometer wells that are screened in the <br /> coarse-grained sand lense of interest, PZ-013A-1, PZ-013A-2, PZ-014A-1, and PZ-014A-2. The <br /> wp-lincoln-MIP-ApA6-06750.dw:lfi 3 <br />
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