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ARCHIVED REPORTS_XR0004570
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2900 - Site Mitigation Program
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PR0507835
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ARCHIVED REPORTS_XR0004570
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Entry Properties
Last modified
3/5/2020 12:43:29 PM
Creation date
3/5/2020 11:36:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004570
RECORD_ID
PR0507835
PE
2950
FACILITY_ID
FA0007793
FACILITY_NAME
SUPER STOP MARKET
STREET_NUMBER
290
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
22309101
CURRENT_STATUS
02
SITE_LOCATION
290 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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� • i <br /> Ceo(vgunfTecfnus Inc Page 3 <br /> Soli and Groundwater Investigation Work Plan <br /> Cardoza(Main 5t) <br /> Project No 662 2 <br /> • October 18, 1999 <br /> development All development and purge water will be containerized in 55-gallon DOT <br /> approved containers and stored on site until their disposition can be arranged <br /> 2.4 1, Groundwater Monitoring Procedure <br /> The groundwater in the new wells will be sampled no sooner than 48 hours after well <br /> ' development The following is a procedure for monitoring the groundwater is outlined <br /> below It is proposed that four quarters of groundwater monitoring be performed on these <br /> wells to establish a trend in groundwater contamination <br /> ' Before sampling is attempted the well will be sounded for depth to water and then a clear <br /> disposable bailer will be used to determine if floating product is present The well will be <br /> purged of at least 3 well volumes of stagnant water using either a submersible pump or a <br /> ' stainless steel bailer Purging will continue until the temperature, conductivity, and pH of the <br /> groundwater has stabilized(<10%variation between three readings) indicating that formation <br /> water representative of aquifer conditions is entering the well These water quality <br /> parameters are measured at intervals of each well volume purged <br /> A stainless steel or disposable plastic bailer will be used to collect each sample Care will be <br /> taken to minimize sample agitation from the initial filling of the bailer to the transfer of the <br /> sample to the VOA vial and glass amber liter bottles Once the sample container is filled and <br /> capped, the bottle will be inverted, tapped, and checked for headspace bubbles The sample <br /> container is identified and labeled with a unique designation, inserted into foam holders and <br /> ' placed in an ice chest cooled to 4'C for transport to the laboratory <br /> All non-disposable sampling equipment is decontaminated using a steam cleaner before and <br /> between uses Disposable gloves will be used while collecting all samples and will be <br /> changed with each sampling event A bailer blank for each borehole will be collected prior to <br /> sampling by filling the decontaminated stainless steel bailer with water (provided by the <br /> laboratory) and then filling a VOA vial (provided by the laboratory) using the same <br /> ' procedures for actual sample collection <br /> Bailer blanks for each sample, along with a field blank (prepared from water provided by the <br /> ' laboratory poured into a VOA vial on site), will accompany the samples to the laboratory and <br /> serve as checks against cross contamination <br /> ' A chain of custody document, listing all samples collected, accompanies the samples from <br /> field to laboratory, thereby providing a means to track their movement and insure their <br /> integrity <br /> ' All water purged from each monitoring well will be placed in a 55 gallon DOT approved <br /> container, labeled and stored on site <br /> ' 3.0 LABORATORY ANALYSES <br /> 3.1 Soil Analyses <br /> ' Based on field screening observations,three soil samples from MW-1, MW-2 and MW-3 will <br /> be submitted to Sherwood Laboratories of Hilmar (State Certified Laboratory #1400) for the <br /> ' following analysis <br />
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