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ARCHIVED REPORTS_XR0012626
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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S
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SUTTER
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2900 - Site Mitigation Program
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PR0543041
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ARCHIVED REPORTS_XR0012626
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Last modified
5/18/2020 3:03:14 PM
Creation date
5/18/2020 2:45:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012626
RECORD_ID
PR0543041
PE
2960
FACILITY_ID
FA0024604
FACILITY_NAME
HUMAN SERVICES AGENCY
STREET_NUMBER
145
Direction
S
STREET_NAME
SUTTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14912016
CURRENT_STATUS
01
SITE_LOCATION
145 S SUTTER ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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The tidal flux could influence the groundwater below the site by <br /> raising and lowering the water level. Such water level fluctua- <br /> tion could interfere with aquifer characteristic testing which is <br /> base) on the precise correlation between a controlled pumping <br /> rate and water level response. Tidal flux could cause an <br /> unex, 2cted change in the water levels during the test. If the <br /> tida . influence is known prior to testing, then that influence <br /> can ae removed loom the test results. <br /> Another potential tidal influence is the deflection of the <br /> natural groundwater gradient direction. This might result in <br /> temporary but significant changes in the direction of plume <br /> migration. <br /> WESTOi+ proposes to perform a tidal ir_fluence study in order to <br /> define the effect of the tidal flux on the groundwater system <br /> beneath the site. Water levels will be measured continuously on <br /> three monitoring wells for a period of one week (5 days) , If. <br /> there is a tidal influence at the site, the groundwater levels <br /> recorded will reflect the changes in the tidal stage, as triese <br /> changes will be graphically represented by a sinusoidal) pattern <br /> on a recorder chart. <br /> 2.7 DETERMINATION OF AQUIFER CHARACTERISTICS <br /> To determine actual aquifer hydraulic characteristics, a pumping <br /> rest will be performed. Data from this test will aid in assess- <br /> ing the feasibility of groundwater extraction and treatment as a <br /> remedial alternative. <br /> A single well pumping test will be performed. The test will <br /> utilize the monitor well with the highest yield (based on <br /> sampling purge data) as the pumping well. The single-well puny <br /> test will involve a minimum of two hours of continuous pumping <br /> M. followed by either two hours of recovery measurements or 95 <br /> percent recovery. The test will continue until sufficient data <br /> is collected from the well for analysis. <br /> The water level in the closest adjacent monitoring well will be <br /> measured to determine what influence the pumping well has on the <br /> surrounding aquifer. A tape and probe device will be used <br /> manually to take all water level measurements during the pump <br /> test. <br /> �. 2.7.1 Aquifer Test Procedures <br /> The pumping test will be performed in accordance with the <br /> procedures described below. All field data will be recorded on a <br /> '- field data sheet. <br /> 1. Tide tables for the period of the pumping test will be <br /> -- reviewed to assess potential barometric and tidal effects on <br /> the aquifer. <br /> 2 - 6 <br />
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