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2900 - Site Mitigation Program
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PR0506390
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Entry Properties
Last modified
5/6/2019 1:28:20 PM
Creation date
5/6/2019 1:24:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506390
PE
2950
FACILITY_ID
FA0007389
FACILITY_NAME
MINI STOP
STREET_NUMBER
244
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13708014
CURRENT_STATUS
01
SITE_LOCATION
244 W HARDING WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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v `.r <br /> I') November 2000 <br /> AGE-NC Project No. 98-0504 <br /> Page 5 of 9 <br /> Soil samples will be collected from within the 8.25-inch hollow-stem augers at five-foot intervals <br /> using a California split-spoon sampler and brass sleeves. The sampler will be driven by dropping a <br /> 140-pound weight from a height of 30 inches. The number of blows required to drive each 6-inch <br /> length of the sampler (blow counts) are to be recorded on boring logs compiled by an AGE stag' <br /> geologist. <br /> Upon sample retrieval, the leading brass sleeve will be removed from the sampler. The ends of the <br /> sleeve will be immediately covered with Teflon sheets and sealed with plastic end caps secured with <br /> tape. The preserved samples will then be immediately placed under ice in a chilled container for <br /> transportation to a state-certified laboratory. Each soil sample sleeve will be labeled with boring <br /> location, vertical depth, sampling time, date and sampler's initials. <br /> AGE proposes to install single screened aground water monitoring and ground water extraction wells. <br /> These wells will consist of a 20-foot screen section with five feet of screen extendin- above the t�+�•fi� <br /> current water table (25-45 feet bsg). -l%y `�' <br /> Followinyo well installation, the well will be developed to maximize water flow into the well and <br /> minimize the amount of fine-grained sediment drawn into the well during pumping and sampling. <br /> Procedures for well installation and development are presented in Section 4.2 and 4 3. <br /> 3.3. EQUIPMENT DECONTAiN41NrATION <br /> All sampling tools and brass sleeves used for sample collection will be thoroughly rinsed with clean <br /> water after washing with a solution of Alconox. All augers will be cleaned prior to advancement in <br /> each boring location. <br /> 3.4. LABORATORY ANALYSIS <br /> Selected soil samples will be analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) in <br /> accordance with LPA Method 8015 Modified, <br /> • Volatile aromatic hydrocarbons: benzene, toluene, ethyl benzene and total xylene (BTEX) in <br /> accordance with EPA Method 8020 and <br /> • Oxygenated compounds: di-isopropyl ether(DIPE), ethyl tertiary-butyl ether (E,TBE), methyl <br /> tertiary-butyl ether (MTBE), tertiary-amyl methyl ether- (TAME), tertiary butanol (TBA)_ <br /> methanol, ethanol, ethylene dibromide (EDB) and 1,2-dichloroethane (1,2-DCA) in <br /> accordance with EPA Method 8260. <br /> 4dranced GeoEnvirnnmental.Inc. <br />
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