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ARCHIVED REPORTS XR0000245
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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B
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B
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1604
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000245
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Entry Properties
Last modified
2/5/2019 2:25:47 PM
Creation date
2/5/2019 1:08:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000245
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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' 3 2 GROUNDWATER SAMPLING <br />' On September 25, 1997, groundwater samples were collected from monitoring wells MW- <br /> 1 through MW-12, VW-1, and VW-2 Prior to the collection of groundwater samples, the <br /> monitoring wells were purged of a minimum of three well volumes of water and until pH, <br />' conductivity, and temperature stabilized The wells were allowed to recover to at least 80 <br /> percent of their original static groundwater levels prior to sampling <br />' The following are procedures for well monitoring, well purging, and water sampling <br /> 1 All equipment was washed prior to entering the well with an Alconox solution, <br />' followed by two tap water rinses and a deionized water rinse <br />' 2 Prior to purging the wells, depth-to-water was measured using an Solinst <br /> groundwater interface probe to an accuracy of approximately 0 01 foot The <br /> measurements were made to the top of the well casing on the north side <br />' 3 Monitoring wells at the site were prepared for sampling by purging the well of <br /> approximately 3 well volumes of water using a 2-inch or 4-inch diameter polyvinyl <br /> chloride (PVC) bailer <br /> 4 One well volume was calculated using the following equation <br />' V = 314x7481 xhr,2 <br /> where <br />' V = one well volume <br /> h = (d,-d2) <br />' r, = the radius of the well in feet <br /> 5 Water samples were collected with a Teflon bailer after the well had been purged <br />' and water in the well had equilibrated to approximately 80 percent of the static <br /> water level or for 2 hours, whichever occurred first The water collected was <br /> immediately decanted into laboratory-supplied vials and bottles The containers <br /> 1 were overfilled, capped, labeled, and placed in a chilled cooler prior to delivery to <br /> the laboratory for analysis <br /> 6 Chain-of-custody procedures, including chain-of-custody forms, were used to <br /> document water sample handling and transport from collection to delivery to the <br /> laboratory for analyses <br /> F TransfeARepoMCALTRANSICatty097V1017%gm397 fin <br />
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