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PR0538843
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Last modified
10/22/2018 5:22:44 PM
Creation date
10/22/2018 4:37:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0538843
PE
2957
FACILITY_ID
FA0022310
FACILITY_NAME
RALPH SQUARE
STREET_NUMBER
2122
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16916201
CURRENT_STATUS
01
SITE_LOCATION
2122 S AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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08 December 2008 <br /> AGE-NC Project No. 07-1537 <br /> Page 2 of 4 <br /> 2.2. SOIL SAMPLE COLLECTION AND ANALYSIS <br /> AGE proposes to advance one soil boring(B6)approximately 150 feet south east of monitoring well <br /> MW-5, a location closer to the well is not accessible. Boring B6 is proposed on private property; if <br /> AGE is not given permission to access private property several contingent locations have been <br /> proposed. Proposed boring and contingent boring locations are illustrated on Figure 2. <br /> Soil boring B6 will be advanced to a depth of 50 feet below surface grade (bsg). Soil samples will <br /> be collected at five-foot intervals beginning at 20 feet bsg and extending to the total soil boring depth <br /> (approximately 40 feet bsg). Field procedures for advancement of the probe boring and collection <br /> of soil samples are presented in Sections 3.1 and 3.2. <br /> Selected soil samples will be analyzed by a state of California Department of Public Health(CDPH)- <br /> certified analytical laboratory for the following constituents: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified and, <br /> • Benzene, toluene, ethyl benzene and total xylene (BTEX) and oxygenated compounds: di- <br /> isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), methyl tertiary-butyl ether <br /> (MTBE), tertiary-amyl methyl ether (TAME), tertiary butanol (TBA), methanol, ethanol, <br /> ethylene dibromide (EDB) and 1,2-dichloroethane (1,2-DCA) in accordance with EPA <br /> Method 8260. <br /> Laboratory reports of both soil and ground water analyses, testing methods, laboratory QA/QC <br /> reports, and sample chain of custody documentation will be presented in a report. <br /> 2.3. GRAB GROUND WATER SAMPLE COLLECTION AND ANALYSIS <br /> A grab ground water sample will be collected from soil probe boring B6 during the boring process <br /> using a Geoprobe water sampling assembly. Samples will be collected into 40-mL volatile organic <br /> analysis (VOA) vials as appropriate for the required analyses, both without preservative. Grab <br /> ground water sample procedures are presented in Section 3.3. Grab ground water samples will be <br /> analyzed by a CDPH-certified laboratory for the constituents listed in Section 2.2. <br /> 2.4. PREPARATION OF A REPORT OF FINDINGS <br /> Following the boring advancement a report will be prepared presenting the findings. The report will <br /> Advanced GeoEnvironmental,Inc. <br />
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