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ARCHIVED REPORTS_XR0007171
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0540315
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ARCHIVED REPORTS_XR0007171
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Last modified
7/7/2020 3:16:03 PM
Creation date
7/7/2020 2:26:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007171
RECORD_ID
PR0540315
PE
3526
FACILITY_ID
FA0023046
FACILITY_NAME
U-HAUL FACILITY NO 710050
STREET_NUMBER
2701
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95215
APN
11708014
CURRENT_STATUS
01
SITE_LOCATION
2701 N WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 16L4EYEnvironmen1a1 Management Inc U-Haul#709-50 <br /> 002-70950-02 Semi-Annual Report <br /> 12/14/00 <br /> groundwater conditions map showing the groundwater flow direction across the site The average <br /> groundwater flow direction as of June 26, 2000 was toward the northwest with an estimated hydraulic <br /> gradient of 0 0625 feet/foot(Figure 3) <br /> Other water level data collected from well casings with screened intervals below thegr oundwater level <br /> indicated that water levels in the lower casings were comparable to those in the upper and middle well <br /> casings Monitor wells used to compare water levels included MW-I, MW-IAB, MW-2, MW-2AB, <br /> MW-5, MW-SAB, MW-6, and MW-6AB These monitor wells include one lower casing and a nearby <br /> nested well (within approximately 10 feet) with middle and upper casings The middle and lower- <br /> screened casings were below the water level and the shallow casing interfaced with the water level With <br /> exception of two monitor wells MW-1 and MW-1 AB, water levels at the other wells were within <br /> approximately 0 1 feet Although water levels were comparable, most of the water levels in the lower <br /> Icasings were slightly deeper (by approximately 0 05 feet) This difference was more evident at monitor <br /> wells MW-1AB and MW-3AB where water levels between the upper (A) and middle (B) casings vaned <br /> by 0 34 feet and 1 74 feet,respectively <br /> In addition to depth to water measurements, Blaes Environmental technicians collected dissolved oxygen <br /> level measurements from each well casing using a YSI-85 dissolved oxygen meter The dissolved oxygen <br /> meter was decontaminated before and after use at each well Dissolved oxygen level measurements were <br /> also recorded on the standard field data sheet The method of dissolved oxygen measurement collection <br /> is described in Appendix B Measurements indicated that dissolved oxygen levels in groundwater ranged <br /> from 0% at monitor well MW-4 to 53 6% at monitor well MW-2 Dissolved oxygen levels above 10% <br /> were observed at monitor wells MW-2, MW-3, MW-5, MW-6 and MW-8 Other measurements were less <br /> than 10% (Table 3) <br /> 31.2 Uroundwater Sampling, June 2000 <br /> On June 28, 2000, Blaes Environmental collected 22 groundwater samples from the on-site monitoring <br /> wells Prior to sampling, Blaes Environmental purged approximately three well volumes of groundwater <br /> from the wells either by bailing or pumping Bailing was used to purge water from the upper and middle <br /> wells because purging these wells with a submersible pump may pump the wells dry Purging wells by <br /> bailing involved lowering new disposable bailers into and out of the well until approximately three well <br /> I <br /> 7 <br />
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