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ARCHIVED REPORTS_XR0005143
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0535112
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ARCHIVED REPORTS_XR0005143
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Last modified
9/23/2020 11:47:55 PM
Creation date
3/17/2020 2:57:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005143
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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3.0 DRILLING AND SAMPLING PROCEDURES <br /> 3.1 Drilling and Sampling of Vapor Extraction and In-situ Air Sparging Wells <br /> From January 3 to 5, 1995, a total of five soil borings were drilled at the site The borings <br /> ' (P-1 through P-4 and AS-1) were drilled using a truck-mounted CME-55 drill rig equipped <br /> with hollow-stem augers The drill rig and two-man crew were supplied by Soils Exploration <br /> Services, Inc (SES) of Benicia, California During drilling, auger returns were monitored <br /> for the presence of organic vapors using a photo-ionization detector (PID Thermo <br /> Environmental 580A, 10 0 eV, calibrated to isobutylene) <br /> Discrete soil samples were collected ahead of the drill bit using a split-tube sampler loaded <br /> with three pre-cleaned 2-inch by 6-inch brass sleeves The samples«ere collected at five-foot <br /> intervals, using a 140 pound hammer to advance the sampler 18 inches_ The number of <br /> ' blows required to advance the sampler in 6-inch increments was recorded on the boring logs <br /> To avoid cross contamination, the sampling equipment was washed in an Alconox solution <br /> and rinsed twice with water prior to each sampling run <br /> For each sample, both ends of the lead sleeve were covered N�ith aluminum sheets capped <br /> and sealed with tape The samples %%ere then stored on ice and transported wider chain-of- <br /> custody to McCanipbell Analytical, Inc (MAI) in Pacheco, California <br /> Borings P-1, P-2 and P-3 .vere dulled to depths of 27 feet Boring P-4 was dulled at an <br /> angle of approximately 300 from veitical to a total vertical depth of 20 feet Boling AS-1 <br /> was drilled to a depth of 38 feet <br /> ' 3.2 Logging <br /> Soil was extruded from the second brass sleeve, screened for the presence of organic vapors, <br /> using a PID, and the ieadingsweie recorded on the boring loos The soil was then described <br /> in accordance with the Unified Soil Classification System (see Boring Logs, Appendix A) <br /> ' 3.3 Well Completion <br /> ' Boring P-1 was dual-completed as a 4-inch diameter vapor extraction X%ell (VE-1) and a 2- <br /> inch diameter in-situ air Sparging (IAS) observation well (ASO-3) VE-1 was completed <br /> using 4-inch diameter 0 020-inch slotted PVC casing from 5 to 20 feet and 4-inch blank PVC <br /> ' casing from, ground surface to 5 feet Well ASO-3 was completed using 2-inch 0 020-inch <br /> slotted PVC casing from 17 to 27 feet and blank PVC casing from ground sui face to 17 feet <br /> The filter pack (#3 sand) was then installed from 3 to 27 feet and a bentonite plug was <br /> ' installed from 1 to 3 feet Cement was then used from the surface to a depth of 1 foot <br /> Boring P-2 was completed as IAS observation well ASO-1 The well was completed using <br /> tv2-inch diameter 0 020-inch slotted PVC casing fiom 17 to 27 feet, blank PVC casing was <br /> Oeobdxal PwLi S.rvrra.Inc <br /> C'"P"'FRPJ3 9515094 12 105602 4 <br /> 1 <br />
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