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ARCHIVED REPORTS XR0000188
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3500 - Local Oversight Program
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PR0543430
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ARCHIVED REPORTS XR0000188
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Last modified
2/5/2019 11:28:28 AM
Creation date
2/5/2019 9:49:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000188
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Appendix C <br /> Slug TesR Procedures <br /> CJ TEST PROCEDURES <br /> URS Greiner Woodward Clyde (URSGWC) conducted slug tests on three wells MW-1, MW-6, <br /> and MW-11 The purpose of the slug tests was to estimate the transmissivity and hydraulic <br /> conductivity of the water-bearing strata screened in the well, and to evaluate the variability of <br /> these parameters <br /> Slug testing induces a relatively instantaneous stress within the water-bearing unit(s), resulting in <br /> an increase or decrease in water level The resulting return in water level to equilibrium <br /> conditions enables an estimation to be made of transmsssivity and hydraulic conductivity values <br /> These hydraulic parameters are specific to the zone(s) directly adjacent to the tested well because <br /> the induced stress occurs over a few feet from the well casing, at most <br /> Slug tests were performed on the wells by inserting a solid mandrel (representing a "slug" or <br /> volume of water) into the well casing such that the mandrel was immersed in the water The <br /> mandrel was constructed of PVC pipe capped at each end and filled with sand to compensate for <br /> buoyancy Prior to inserting the slug into the well casing, the depth to static water level was <br /> measured using an electronic water level sounding (probe) device The total depth of the well <br /> was measured and the height of the water column in the well was calculated A pressure <br /> transducer is typically placed into the well near the bottom of the well casing and connected to a <br /> data logging device The pressure transducer should be placed at a depth that was both within <br /> the range of the transducer's sensitivity and allowed for submersion of the mandrel without <br /> damage to the transducer For this project, a pressure transducer was not shipped to the site since <br /> rain was anticipated, rain would damage the computer used to record and analyze the slug test <br /> data Therefore, slug test data (rising head and falling head) were recorded using a stop watch <br /> and electronic water level meter <br /> The mandrel was quickly lowered into the well casing to provide an "instantaneous" rise in water <br /> level Periodic measurements of the recovery (falling head) of the water level in the well casing <br /> were measured using the electronic water level meter, and the measurements were recorded in a <br /> field log book After allowing sufficient time for the water level in the well to approach initial <br /> static level, the mandrel was quickly extracted from the well casing and recovery (rising head) <br /> measurements were made as described for the falling head portion of the test <br /> Once a slug test was completed, the data were transferred to a computer for analysis and <br /> interpretation purposes <br /> T 11 9 99541-040 1 0004 slocktonkWuglestApp-cdoc523 NOV-9958840173A5SNA C-1 <br />
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