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ARCHIVED REPORTS XR0006027
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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1399
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3500 - Local Oversight Program
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PR0543988
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ARCHIVED REPORTS XR0006027
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Entry Properties
Last modified
12/28/2018 10:59:25 AM
Creation date
12/28/2018 10:58:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006027
RECORD_ID
PR0543988
PE
3500
FACILITY_ID
FA0000914
FACILITY_NAME
TIGER EXPRESS STORES
STREET_NUMBER
1399
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
1399 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
TMorelli
Tags
EHD - Public
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1 <br /> Rising/ Falling Head Testing <br /> Procedure <br /> ' In rising/fallinghead tests (slug test the static groundwater elevation of an aquifer, at the <br /> � 9 ) <br /> location of a well, is either increased or decreased instantaneously by introducing or <br /> ' removing a known volume of water into a well The total change in the groundwater <br /> elevation is recorded, and the recovery of groundwater to static elevation is recorded at <br /> predetermined time intervals The equipment used in the slug test consisted of a <br /> 5-foot-long, 3-inch-diameter PVC pipe, sealed at both ends and filled with clean sand <br /> Prior to dropping the slug into the well a pressure transducer was placed in the well and <br /> connected to a single channel data logger which recorded the changes in water level at <br /> pre determined time intervals Prior to the slug test all equipment was cleaned either with <br /> steam or a trisodium phosphate solution to prevent contaminants from entering <br /> ' groundwater <br /> Data analysis <br /> ' Assumptions and site specific conditions used in the analysis of this data include the <br /> following <br /> ' • Partial penetration of the wells <br /> • Saturated thickness is equal to the wetted screen length <br /> • Well casing diameter is 4-inches <br /> • Well diameter is 10 25 inches <br /> • Water table (unconfined) aquifer <br /> ' • Screen length is 20 feet <br /> • Static height of water in well is 12 feet <br /> The top elevation of the screened interval in the well is higher than the static <br /> ' groundwater elevation <br /> The above assumptions are based on soil boring and monitoring well logs, groundwater <br /> ' elevation data, and field observations Because of the site conditions and monitoring well <br /> construction only the data collected during the rising head tests was analyzed The <br /> method used to analyze the data was the Bouwer and Rice slug test method for <br /> ' unconfined aquifers (Bouwer, et al 1976 ) To facilitate the analysis of the collected field <br /> data, a curve matching computer program entitled Aqtesolv (Geraghty and Miller, 1989) <br /> ' was used <br /> t <br />
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