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ARCHIVED REPORTS_XR0012177
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012177
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Last modified
7/22/2020 12:15:37 PM
Creation date
7/22/2020 11:24:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012177
RECORD_ID
PR0545890
PE
3526
FACILITY_ID
FA0025958
FACILITY_NAME
ROEK BROTHERS CONSTRUCTION
STREET_NUMBER
102
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15502065
CURRENT_STATUS
02
SITE_LOCATION
102 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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L4 <br /> LEEDSHILL HERKENHOFF, INC <br /> Reference point (RP) elevations were established by licensed surveyors to within <br /> 0.01 foot for each of the newly installed monitoring wells and the three existing <br /> wells at this site for vertical gradient control . All groundwater level <br /> measurements and subsequent calculations are based on these RP's. Depth to <br /> groundwater measurements were taken several weeks after the monitoring wells were <br /> installed to determine the water surface elevation and direction of flow. This <br /> ' data is provided in Section 4.3 Groundwater Flow. <br /> 3.3 GROUNDWATER SAMPLING <br /> Representative groundwater samples were collected from all five monitorin wells <br /> on December 7, 1989 using established protocol as specified in the USGS "National <br /> Handbook of Recommended Methods for Water Data Acquisition," which provides <br /> guidelines for the collection of representative groundwater samples. The 4-inch <br /> diameter monitoring wells were sampled with a 3-inch diameter Teflon bailer <br /> ' The 2-inch diameter monitoring wells were sampled with a 1.3-inch diameter Teflon <br /> bailer. Several well volumes of water were removed prior to sampling, while <br /> field measurements of conductivity (SC) , pH, temperature, and visual observations <br /> were made to ensure the collection of stable, representative groundwater samples. <br /> Groundwater sampling field data sheets are presented in Appendix B. <br /> The water samples were collected in sterile 40 ml glass VOA sampling bottles, <br /> appropriately labeled and preserved according to standard EPA methods All <br /> samples were cooled to 4 degrees Celsius at the site and maintained at that <br /> temperature until received at Superior Analytical laboratory. Samples were <br /> received at the laboratory within 24 hours of collection under appropriate chain- <br /> of-custody procedures, and extracted prior to expiration of approved holding <br /> times Chain-of-custody forms are presented in Appendix B <br /> 3.4 DRUJ AND STOCKPILE SAMPLING <br /> ' Three representative soil samples were collected from the stockpiled soil on <br /> site. Also, one soil sample was obtained from each of the nine BCA drums <br /> remaining on site except for drum BC4, which contained water and was therefore <br /> not sampled. <br /> The soil stockpile is estimated to contain approximate) 55 cubic ds of sol <br /> Y yards 1 <br /> Samples were collected on November 9, 1989 from the north end, the south end and <br /> the center of the stockpile. A hand trowel was used to collect samples by <br /> digging 18 inches below the surface and filling a clean glass jar. Drum samples <br /> were collected with the hand trowel 18 inches below the surface from the center <br /> of each drum. <br /> The hand trowel was brushed and washed between samples in a Trisodium Phosphate <br /> (TSP) solution to prevent potential cross-contaminat:on <br /> Once collected, all samples were wrapped, carefully marked, and identified The <br /> samples were then preserved for analysis in accordance with EPA and California <br /> Department of Health Services (DOHS) protocol . Before transport to the <br />
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