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2900 - Site Mitigation Program
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PR0539863
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Last modified
2/27/2019 4:51:49 PM
Creation date
2/27/2019 3:57:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0539863
PE
2950
FACILITY_ID
FA0022801
FACILITY_NAME
TINA'S INVESTING INC
STREET_NUMBER
1947
Direction
E
STREET_NAME
CHANNEL
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15312002
CURRENT_STATUS
01
SITE_LOCATION
1947 E CHANNEL ST
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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' 24 March 2015 • <br /> AGE Project No. 14-3325 <br /> ' Page 2 of 5 <br /> ' During the investigation, AGE advanced four (4) soil borings in the central region of the <br /> property, and two (2) soil-vapor borings along the southern property boundary. Soil and <br /> soil-vapor boring locations and designations are depicted on Figure 2. <br /> tSOIL PROBE BORING ADVANCEMENT <br /> ' On 04 March 2015, a total of six borings (SB1-SB1, SV1, SV2) were advanced at the <br /> subject property. Borings were advanced under SJCEHD Permit SR# 71612 (Appendix <br /> ' A). All borings were advanced within the central region of the property, and along the <br /> southern property boundary. Approximate locations of each of the borings is illustrated <br /> in Figure 2. <br /> ' Soil borings were advanced to a total a depth of approximately 20 feet below surface <br /> grade (bsg). Soil-vapor borings were advanced to a total depths of approximately 8 feet <br /> ' bsg. Borings were advanced utilizing an AMS Powerprobe 9600 direct push drilling rig <br /> equipped with 1.25-inch diameter probing rods. <br /> ' SOIL-VAPOR SAMPLE COLLECTION <br /> ' Soil-vapor samples were collected at depths of approximately 8 feet bsg in borings SV-1 <br /> and SV-2 using a Geoprobe soil-vapor sampling assembly. An expendable vapor point <br /> was placed into a point holder at the bottom of an assembly of 1.25-inch diameter <br /> ' hollow rods. The assembly was then advanced to the specified depth (i.e. 5 feet bsg) <br /> and retracted approximately twelve inches in order to disengage the bottom expendable <br /> point and expose a column of strata from which soil-vapor could be extracted. Single <br /> ' use, '/4-inch diameter disposable polyethylene tubing was then attached to a tubing <br /> adapter equipped with an O-ring to ensure a vacuum-tight seal. The adapter assembly <br /> was lowered through the center of the hollow drive rods to the specified depth and <br /> ' secured by threading into the expendable vapor point holder. <br /> Above ground, the surface around the soil-vapor sampler was sealed with bentonite <br /> ' powder and hydrated to prevent ambient air intrusion. Soil- vapor sample collection was <br /> conducted using 1-liter Tedlar bags. To ensure that a reliable soil-vapor sample was <br /> collected with no ambient air breakthrough down the probe rod, AGE erected a plastic <br /> ' enclosure over the probe rod, and applied an appropriate amount (approximately 6 to 8 <br /> ounces) of Isopropyl Alcohol (IPA) as a tracer to a towel. The wetted towel was <br /> completely wrapped around the base of the probe rod where it contacted the surface <br /> ' and the bentonite seal. <br /> The end of the polyethylene tubing was attached by a two-way inlet port to a Tedlar bag <br /> ' placed inside an SKC Vac-U-Chamber (lung box) vacuum chamber. A vacuum pump <br /> attached to a purge port of the vacuum chamber was then used to purge the exposed <br /> soil column, through the sampling tubing and inlet port, for one minute prior to sample <br /> 1 <br /> Advanced GeoEnvironmen[al,Inc. <br /> 1 <br />
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