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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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C
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CHARTER
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1045
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0012566
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Entry Properties
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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_ � : • �- •�iF'i' " Y'.' ,sem" '��" •f+ <br /> � y <br /> . ��tir'�+;lrih:r `�+'.s .r R-'F `'_ '.. �"�-',, ew'.r:'if... ``^,w•` ..ir '.�,.r ,�'.. � �ti•': <br /> 7 <br /> art_, <br /> KLEINFEL DER <br /> Proposed construction details for the ground water monitoring wells are as follows: <br /> r <br /> E o The wells will be constructed in 8-inch boreholes. <br /> sty � <br /> 0 The well casing will be 2-inch inside diameter,flush-threaded joint,schedule <br /> 40 PVC pipe. <br /> o The screened section may be set I to 5 feet above and 10 to 20 feet below the <br /> depth where ground water is first encountered urJess: <br /> 1. Sethi-confined or confined aquifer conditions are encountered. <br /> 2. High petroleum hydrocarbon concentrations are indicated in the <br /> ground water. <br /> 3. An aquitard is encountered. <br /> If any of the above conditions are present, the screen section depth and <br /> length may be revised. <br /> o The PVC pipe will be steam-cleaner;prior to installation. <br /> 0 Well screen sections will be perforated with 0.010 or 0.020-inch factory-cut <br /> slots. The decision will be made out in the field based on geological <br /> conditions. <br /> o The annular space between the pipe and the wall of the boring will be <br /> backfilled with the appropriate clean Lone Star Industries Monterey-sand to <br /> �tpprmdmately 1 to 2 feet above the top of the p rforated section. <br /> o A 3-foot bentonite plug will be placed above the sand pack to provide a seal <br /> against surface water infiltration. <br /> o The remaining annular space will be filled with cementjbentonite grout to <br /> the surface. <br /> o Each well will be secured inside a locking well rover, <br /> 3.4 MONITORING WELL DEVELOPMENT AND SAMPLING <br /> 148-88-2109 � <br /> 5 <br />
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