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2900 - Site Mitigation Program
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PR0539646
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Last modified
2/24/2020 12:09:57 PM
Creation date
2/24/2020 10:54:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0539646
PE
2950
FACILITY_ID
FA0022686
FACILITY_NAME
JF DONALDSON TIRE
STREET_NUMBER
240
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13913002
CURRENT_STATUS
01
SITE_LOCATION
240 N HUNTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Soil boring B-2 was also advanced in the parking lot on the north side of the J.F. Donaldson Tire <br /> Shop building at 242 East Miner Avenue. B-2 was only advanced to approximately 3.5 feet BG. <br /> The boring was advanced through a 6-inch diameter concrete core hole that extended <br /> approximately 6-inches BG. During the drilling of B-2 concrete was encountered at an <br /> approximate depth of 3 feet BG, causing drilling refusal. The hole was subsequently abandoned <br /> and no soil or groundwater samples were collected. Since concrete coring was required for each <br /> boring and since all the concrete cores were performed prior to drilling activities, we were not <br /> able to perform this boring in an alternate location. Soils observed from boring B-2 also <br /> consisted of fill material with brick fragments and no petroleum or solvent odors were detected <br /> in the shallow soil observed. <br /> Soil boring B-3 was advanced inside the J.F. Donaldson Tire Shop at 240 North Hunter Street <br /> and approximately 5 feet east of the onsite underground hoist. B-3 was advanced to <br /> approximately 20 feet BG and was sampled continuously beginning at approximately 4 feet BG. <br /> The boring was advanced through a 6-inch diameter concrete core hole that extended <br /> approximately 6-inches BG. Soil samples were collected continuously for evaluation from <br /> approximately 4 feet BG to approximately 20 feet BG. Soil samples were collected from the <br /> boreholes using a 2-inch diameter, 4-foot long acrylic sample tube. The sample tube was placed <br /> inside a drilling rod and driven into the soil at the desired sampling depths. Upon sample <br /> collection the samples selected for chemical analysis were cut from the acrylic tube and lined <br /> with non-adhesive Teflon tape and plastic caps and then labeled and placed under refrigerated <br /> conditions pending laboratory chemical analysis. <br /> The soil conditions from B-3 were similar to boring B-1 and consisted of clayey and sandy silt <br /> from approximately 4 feet BG to 20 feet BG. No odors or soil dis-colorization were noted in the <br /> borehole. Groundwater was not encountered. <br /> Soil boring B-4 was also advanced inside the J.F. Donaldson Tire Shop at 240 North Hunter <br /> Street and approximately 5 feet west of the onsite underground hoist. B-4 was advanced to <br /> approximately 20 feet BG and was sampled continuously beginning at approximately 4 feet BG. <br /> The boring was advanced through a 6-inch diameter concrete core hole that extended <br /> approximately 6-inches BG. Soil samples were collected continuously for evaluation from <br /> approximately 4 feet BG to approximately 20 feet BG. Soil samples were collected from the <br /> boreholes using a 2-inch diameter, 4-foot long acrylic sample tube. The sample tube was placed <br /> inside a drilling rod and driven into the soil at the desired sampling depths. Upon sample <br /> collection the samples selected for chemical analysis were cut from the acrylic tube and lined <br /> with non-adhesive Teflon tape and plastic caps and then labeled and placed under refrigerated <br /> conditions pending laboratory chemical analysis. <br /> 3 <br />
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