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2900 - Site Mitigation Program
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PR0529622
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Last modified
10/23/2018 9:53:12 PM
Creation date
10/23/2018 2:20:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0529622
PE
2960
FACILITY_ID
FA0019603
FACILITY_NAME
APPLIED AEROSPACE STRUCTURES CORP
STREET_NUMBER
3437
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
17702033
CURRENT_STATUS
01
SITE_LOCATION
3437 AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Mr. Gerald Djuth <br /> May 22, 2006 <br /> Page 2 <br /> Investigation Layout and Sampling Depths <br /> The proposed investigation consists of an arc-shaped array of 5 primary borings (P-101 <br /> through P-105) and 4 optional borings (P-106 through P-109). As shown on Figure 1, the <br /> primary borings are approximately 400 to 550 feet southeast of MW-5R. It is proposed <br /> to drill P-102 and P-103 first and conduct CPT stratigraphy logs at all 5 primary boring <br /> locations. The purpose of the CPT profiling logs is to establish the degree of continuity <br /> of soil layers in the offsite area and attempt to correlate with results of previous CPT <br /> profiles conducted in 1998 and on-site stratigraphy. Where possible, CPT stratigraphy <br /> logging will be advanced to a total depth of 100 to 110 feet to verify continuity of the <br /> lower-permeability intermediate groundwater zone. <br /> Groundwater sampling will be conducted as close as possible to the stratigraphy boring <br /> locations. At each of the 5 borings in the primary arc, samples will be collected at three <br /> depths: <br /> • in the first permeable groundwater zone which is typically 48 to 60 feet bgs, <br /> • in the lower permeable (intermediate) zone at about 80 to 95 ft bgs, and <br /> • at an intermediate depth between the above two zones, to be selected in the field <br /> based on the CPT log results. <br /> Stepout Groundwater Sampling <br /> The initial groundwater samples will be collected at three depths at P-102 and P-103 in <br /> the center of the array. P-102 and P-103 were selected as pivotal because they are <br /> located in the direction of average downgradient groundwater flow from the vicinity of <br /> MW-5R and MW-15. All samples from the inner arc of 5 borings will be rushed to an <br /> analytical laboratory in Stockton for overnight analysis and, depending on the results, <br /> additional stepout borings will be drilled and sampled. <br /> If site contaminants are detected at concentrations above the project water quality <br /> objectives (WQOs), stepout locations approximately 200 feet farther downgradient of the <br /> detection location will be selected for sampling (P-106, P-107, P-108, or P-109). The <br /> selected stepout borings will also be sampled at three depths. The sampling depths will <br /> match or span the depths of the contaminant detections in the primary borings. <br /> Analytical Methods <br /> Groundwater samples for fast turnaround analysis will be analyzed by Method SW8260 <br /> with a modified (shorter) list of analytes equivalent to Method SW8021B by a local <br /> laboratory certified by the California Environmental Laboratory Accreditation Program <br /> (ELAP) for the analytical methods used. The target reporting limits will be 0.5 µg/L and <br /> preliminary results will be available for decision-making the next morning. Depending <br /> on the results of fast turnaround laboratory analyses, the remaining samples may be <br /> analyzed on a standard turnaround basis of approximately two weeks. <br />
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