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ARCHIVED REPORTS_XR0012721
Environmental Health - Public
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HARNEY
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3500 - Local Oversight Program
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PR0545276
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ARCHIVED REPORTS_XR0012721
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Last modified
2/3/2020 9:55:55 AM
Creation date
2/3/2020 8:25:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012721
RECORD_ID
PR0545276
PE
3528
FACILITY_ID
FA0004997
FACILITY_NAME
PLUG CONNECTION LLC
STREET_NUMBER
5400
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06106019
CURRENT_STATUS
02
SITE_LOCATION
5400 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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r� <br /> I : <br /> D <br /> November 1990 -C1- M88168D <br /> k <br /> i <br /> APPENDIX C <br /> ENVIRONMENTAL MONITORING, SAMPLING, AND ANALYTICAL PROTOCOLS <br /> i <br /> i <br /> SUBSURFACE LXPLORATION r <br /> i Exploration for this assessment consisted of drilling four vertical, <br /> , ai <br /> hollow stem flight auger drill holes at the locations shown on Figure 2. The <br /> drill holes were drilled to depths ranging from 30 to 90 feet bgs. One of the <br /> four drill holes was completed as a ground water monitoring well. <br /> .1 Logs of the monitoring well and drill holes are presented in Appendix <br /> "rte A and; give descriptions of the earth materials encountered, show the depth and j <br /> {{ elevation of soil samples obtained, and indicate field monitoring performed. A <br /> E Legend to Logs is presented as Plate A-2 in Appendix A. Although transitions may <br /> be gradual, the stratification lines shown on the logs represent the approximate <br /> boundaries between soil types. The locations of the borings were determined by <br /> measurement from known landmarks. Elevations of the drill holes were approximat- <br /> ed by interpolation between map contours as was the top of casing of the <br /> f monitoring well. The location and elevation of the drill holes should be <br /> considered accurate only to the degree implied by the method used. <br /> All drill bits and auger stems were steam cleaned prior to the <br /> drilling of each drill hole to prevent cross-contamination. Each boring. was j <br /> logged by an SGD staff geologist, and the drill cuttings.were monitored with a <br /> PID (TIP-1 manufactured by Photovac International, Inc.). The TIP-1 is equipped <br /> with a 10.6-electron volt (eV) ultraviolet Lamp and an internal pump to draw the ; <br /> `4 - <br /> 4 sample with a flow rate of 275 milliliter per minute (ml/min) (see soil sampling <br /> 4 protocols below). The PID is calibrated with calibration gas. provided by <br /> --Alphagaz_at-a-concentration of--50-ppm.----- <br /> f <br /> �F <br /> k <br /> 5�t - - - <br /> r <br /> r¢5 ) <br /> .h r <br /> �a � <br />
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