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SITE INFORMATION AND CORRESPONDENCE
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2900 - Site Mitigation Program
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PR0526994
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
10/24/2018 1:52:06 PM
Creation date
10/24/2018 11:47:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0526994
PE
2957
FACILITY_ID
FA0018291
FACILITY_NAME
FMS #24 (OMS)
STREET_NUMBER
8010
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
17726029
CURRENT_STATUS
01
SITE_LOCATION
8010 S AIRPORT WAY
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Proposed Scope of Work <br />• <br />Please see the attached figure for the proposed drilling locations. <br />Sensitive Receptor Survey <br />URS will perform a sensitive receptor survey to identify locations of all water wells <br />(municipal, domestic, and agricultural), surface water bodies, schools, and other <br />receptors within 2,000 feet of the UST site. The survey will consist of reviewing <br />Department of Water Resources (DWR) San Joaquin District office well information for the <br />Township, Range, and Section in which the site is located; contacting the San Joaquin <br />County Department of Environmental Health, City of Stockton Municipal Utilities Department <br />(CSMUD) and California Water Service (CWS), the local water purveyors, to ascertain the <br />location and pertinent well construction information of nearby wells; and a 500 -foot field <br />reconnaissance to locate and/or confirm the presence of wells or other sensitive <br />receptors. <br />Soil Borings <br />URS will drill four (4) soil borings using a hollow -stem auger drilling rig to a depth of <br />approximately 45 feet below ground surface (bgs) to further characterize the lateral <br />extent of petroleum -impacted soil and groundwater, which was reported during the May 2007 <br />activities. See the attached figure for proposed boring locations. Soil samples will be <br />collected at 5 -foot intervals beginning at 5 feet bgs, and will continue until groundwater <br />is encountered. Groundwater is expected at approximately 40 feet bgs. Soil samples will <br />also be collected from areas where hydrocarbon odors, soil discoloration, or elevated <br />photoionization detector (PID) readings are encountered. Once groundwater is encountered, <br />the boring will be extended an additional approximately 5 feet and a grab sample will be <br />collected from the top of the water column. Groundwater samples will be collected using <br />one of three possible methods, depending on field conditions: through the open augers, by <br />installing a temporary casing/screen, or by using HydroPunch or similar sampling <br />technology. <br />A minimum of two soil samples and one groundwater grab sample from each of the four <br />borings will be submitted to the laboratory for TPHd, TPHg, VOCs, and Title 22 metals <br />analysis. Soil samples reporting the highest petroleum impact, based on odors, visual <br />observations, or PID readings, will be selected for analysis. <br />Soil Gas Sampling <br />To assess whether soil vapors impacted with petroleum hydrocarbons are creating a <br />potential risk to CA ARNG staff working in nearby buildings, URS will drill four (4) <br />borings and collect shallow soil gas samples. URS has prepared this addendum to comply <br />with the DTSC/Los Angeles RWQCB "Advisory <br />* Active Soil Gas Investigation" and DTSC's "Guidance for the Evaluation and Mitigation of <br />Subsurface Vapor Intrusion to Indoor Air" (2004). <br />Samples will be collected at 8 feet bgs from locations adjacent to each of four buildings <br />(see the attached figure for proposed soil gas sampling locations). Soil gas sampling will <br />be conducted using a direct -push drilling rig. Sampling tools and rods between 1.0" and <br />2.0" outer diameter will be advanced into the ground by the application of hydraulic <br />pressure, using the rig's a hydraulic system. Using this method, no soil cuttings <br />(investigation -derived waste) will be generated. A disposable point is pushed to the <br />desired sampling depth, and the rod is then retracted, leaving a cavity between the point <br />and the rod. Hydrated bentonite will be used to seal around the drive rod to prevent <br />ambient air intrusion. Soil gas sampling will not be conducted for at least 20 minutes <br />following probe installation to allow for soil vapor equilibration. A vacuum pump is used <br />to purge the sample tubing prior to sample collection. The soil gas sample will be <br />collected through 1/4 -inch Teflon tubing connected to the sample point push rod adapter <br />and Swagelok sample train, and transferred into a 1 -liter stainless steel canister. A <br />minimum of three (3) purge volumes will be extracted prior to sampling. Purging and <br />sampling rates will be between 100 to 200 milliliters per minute (ml/min) to limit <br />stripping, prevent ambient air from diluting the soil gas samples, and to reduce the <br />variability of purging rates. Leak tests will be conducted at each sampling location. <br />Shaving cream containing tracer compounds, such as pentane, isopropanol, isobutene, <br />propane, or butane will be used. The shaving cream will be placed prior to sampling at <br />any location where ambient air could enter the sampling system or where cross <br />
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