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ARCHIVED REPORTS_XR0005580
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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Y
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YOSEMITE
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1985
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2900 - Site Mitigation Program
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PR0543949
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ARCHIVED REPORTS_XR0005580
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Entry Properties
Last modified
7/27/2020 5:46:50 PM
Creation date
7/27/2020 4:25:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005580
RECORD_ID
PR0543949
PE
2960
FACILITY_ID
FA0024995
FACILITY_NAME
TED PETERS TRUCKING COMPANY
STREET_NUMBER
1985
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
20014019
CURRENT_STATUS
01
SITE_LOCATION
1985 W YOSEMITE AVE
P_LOCATION
04
QC Status
Approved
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EHD - Public
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' GeologrwfTechinics Inc Page 2 <br /> Groundwater Monitoring Report <br /> Project No 640 2 <br /> August 18, 2000 <br />' The groundwater gradient flow direction at this site has been consistent for the four events <br /> that it was measured <br />' Figure 2 is a groundwater gradient map for the May 1, 2000 event Table 1 in Appendix A <br /> contains the groundwater elevations and gradients to date <br />' 1.2 Groundwater Sampling Procedure <br />' On May 1, 2000, Del-Tech Geotechnical Support personnel arrived on-site, opened the wells, <br /> and measured the depths to water with an electrically actuated sounding tape The water level <br /> readings were recorded to an accuracy of 0 01 foot In wells where free-floating product is <br />' suspected, a clear disposable bailer was used to gauge the interface During this monitoring, <br /> free product was not observed <br />' Stagnant water in the well casing was purged using a centrifugal pump, as recorded on the <br /> field logs (Appendix Q The rate of well purging was monitored The wells were purged of <br /> at least three casing volumes and until the groundwater parameters (temperature, <br />' conductivity, and pH) had stabilized (Appendix C), indicating that water representative of <br /> actual aquifer conditions was entering the well Groundwater parameter stabilization was <br /> characterized by three successive readings within 10% <br /> Before a sample was collected, the well's water level was allowed to recharge to at least 80% <br />' of the initial level All water removed from the monitoring well and not used as a sample, was <br /> placed in a 55-gallon DOT (Department of Transportation) approved container that was <br /> properly labeled and temporarily stored on-site <br />' A stainless steel bailer was used to collect each sample Bailer cleanliness was assured by <br /> collecting a bailer blank (pouring distilled water through the bailer and collecting it in a VOA <br /> vial) prior to collecting the analytical sample <br /> Extreme care was exercised while collecting samples to prevent agitation of the water <br />' contained in the bailer Water samples were transferred from the bailer into 40-m1 VOA vials, <br /> preserved with hydrochloric acid, using a bottom-emptying device that minimizes sample <br /> aeration during transfer of the sample All samples were checked for headspace bubbles, <br />' labeled, inserted into foam holders, and placed in an lee chest cooled to 4°C for transport to <br /> the laboratory <br />' The sampling technician wore disposable gloves while collecting all samples <br /> A chain of custody document, listing all samples collected and their intended analyses, <br />' accompanied the samples from the field to the laboratory, thereby providing a means to track <br /> their movement and insure their integrity <br /> 1 <br />
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