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ARCHIVED REPORTS XR0011283
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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FREMONT
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2050
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3500 - Local Oversight Program
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PR0543791
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ARCHIVED REPORTS XR0011283
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Entry Properties
Last modified
10/1/2018 5:27:49 AM
Creation date
9/28/2018 5:04:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0011283
FileName_PostFix
XR0011283
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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W1, S -1 ERNGr; OI_ oGlc Rl: Soulzct, S , INC <br /> E Rathfr/9 May 1990 3 <br /> located at the eastern edge of the properly and boring B-7 is located on the northeast corner of the Port <br /> of Stockton food site located west of the API site The location of the soil borings may have to be <br /> adjusted according to accessibility and tindt rground utilities or obstacles <br /> Soil samples will be collected from the borings at approximately 5 foot (ft) intervals for lithologic and <br /> hydrogeologic characterization and for possible chemical analysis Collection of soil samples from boring <br /> 13-5 may not be possible because of the restrictions on equipment clearance, imposed by the, roof of the <br /> WWI building Soil samples will be screened in the field using a photolonvation detector (PID) to <br /> qualitatively determine if volatile hydrocarbons are present Soil samples will be sent under chain-of- <br /> custody to a state-certified laboratory Soil cuttings will be stored on-site in a containment bin <br /> Appropriate disposal will be determined based on analytic results <br /> MONITORING WELL INSTALLATION AND DEVELOPMENT PROCEDURE <br /> The WGR standard operating procedure for installing and developing groundwater monitor wells is <br /> included in Attachment B The soil borings, B-5, B-fi and B-7, will be completed as 2-inch diameter <br /> monitor wells, MW-5, MW-6 and MW-7, respectively Figure 3 of Attachment A presents general well <br /> construction details For each well the screen will extend 20 fl into the first water-bearing zone or the <br /> screen will terminate at the upper extent of a lower confining unit, or aquitard The wells will be <br /> developed by methods appropriate to the subsurface conditions to provide representative groundwater <br /> samples <br /> r <br /> MONITOR WELL PURGING AND GROUNDWATER SAMPLING PROCEDURE <br /> s <br /> The WGR procedure for purging and sampling groundwater monitoring wells is included in <br /> Attachment B Three well-casing volumes of groundwater will be purged from each well and the well <br /> sampled with a steam-cleaned PVC bailf-r The groundwater samples and a travel blank, consisting of <br /> laboratory-supplied deionized water, will be sent under chain-of-custody to a state-certified laboratory <br /> The purge water will be temporarily stored on-site in 55-gallon drums pending laboratory analysis <br /> ANALYTIC LABORATORY <br /> Soil and groundwater samples will be sent to Coast to Coast Analytical Services (CCAS) of San Luis <br /> Obispo, California,a state-certified laboratory All soil samples selected from borings B-5 through B-7 <br /> and groundwater samples from wells MW-1 through MW-7 will be analyzed by EPA Method 8260 for <br /> 006LIAPO WP <br /> T6� <br /> •1, n.M. <br />
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