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ARCHIVED REPORTS XR0012566
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0012566
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Last modified
3/6/2019 4:30:47 PM
Creation date
3/6/2019 1:56:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012566
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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KLEIN'EEL DER <br /> MONITORING WELL DEVELOPMENT AND SAMPLING <br /> On February 19, 1991, three monitoring wells (MW-i, 2, and 3) were developed to remove <br /> sediment laden water from the well, set the filter pack, and increase the effective hydraulic, <br /> radius of the well. The well development procedure for each well was as follows: <br /> 1. Each well was developed with a Teflon bailer. Surging along the screened <br /> interval of the well was performed to draw the sediment from the formation into <br /> and out of the well and to set the filter pack. <br /> l <br /> ti <br /> 2. The sediment laden water was purged from the well until the discharge ran <br /> relatively clear of fines. Approximately 15 to 20 well volumes were removed =' <br /> from each well. <br /> F . <br /> 3. To reduce the I)otential for cross-contamination between wells, the developing <br /> equipment was steam cleaned and rinsed in distilled water prior to use in each i <br /> well. <br /> After the wells were developed, the aquifer was allowed to equilibrate for approximately 48 ; <br /> hours. On February 21, 1991, and again on June 26, 1991, the wells were purged and <br /> sampled. Prior to purging, the depth to water was measured . wells MW-1, MW-2, and <br /> MW-3 using a conductivity based water level indicator. <br /> 1, Down-well equipment (water level indicator and bailers) were decontaminated - <br /> �, by washing in a trisodium phosphate solution or were steam cleaned followed by <br /> a distilled water rinse prior to use in each well. New bailer cord was used for <br /> r each well. <br /> } 2. The depth-to-water was measured using a conductivity based water level E <br /> indicator <br /> 3. The volume of water standing in the well was calculated by subtracting the <br /> he depth of the well and multiplying by thea <br /> depth-to-water measurement from t <br /> appropriate conversion factor(3.14"radius2, 9.16 for 2-inch wells). <br /> iw l <br /> P Flo-91-62 9Nd; <br /> i Cnayright 1991 Klefnfelder, Inc. j -' <br />
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