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ARCHIVED REPORTS_XR0007072
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545774
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ARCHIVED REPORTS_XR0007072
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Last modified
6/10/2020 3:38:16 PM
Creation date
6/10/2020 12:22:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007072
RECORD_ID
PR0545774
PE
3526
FACILITY_ID
FA0004998
FACILITY_NAME
COMFORT AIR
STREET_NUMBER
1607
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1607 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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. 31 August 2004 <br /> AGE-NC Project No 95-0141 <br /> Page 6 of 6 <br /> • HU4 - A 5-foot length of well screen will be installed from 113 to 118 feet bsg <br /> After installing the well casing, filter pack material consisting of pre-washed#3 Lonestar sand will <br /> be added from the bottom of the borehole to approximately two feet above the screened interval <br /> Following placement of the filter pack, the well will be surged to assist In settling the filter pack <br /> Additional sand will be added if settling occurs <br /> A nominal two-foot bentonite seal (bentonite chips) will be placed above the filter pack of the <br /> shallow monitoring well to minimize the potential for grout penetration into the screened section of <br /> the well A four-foot bentonite seal will be utilized for wells screened through HU2 and HU4 The <br /> bentonite seal will be formed by pounng bentonite chips into the annulus and allowing them to settle <br /> on the filter pack The bentonite chips will be hydrated using approximately five gallons of tap water <br /> and will be allowed to hydrate for a minimum of one-half hour prior to grouting <br /> The remaining annular space will be filled to within a foot of the ground surface with a cement grout <br /> The grout mixture will consist of Type LII portland neat cement and not more than 6 gallons of water <br /> per 94-pound sack of cement The grout will be placed by pumping through tremae pipe A grouting <br /> inspection will be scheduled with EHD personnel A traffic-rated well box will be installed over the <br /> remaining annular space Proposed groundwater monitoring well construction diagrams are depicted <br /> in Figures 5, 6 and 7 <br /> 43 WELL DEVELOPMENT AND SURVEY <br /> Development will consist of a combination of bailing to remove the mayor portion of fine-grained <br /> sediment from inside the well, surging to flush out or draw in sediment from the filter pack, and <br /> additional bailing to finish the removal of sediment Development activities will be continued until <br /> field parameter(pH,electrical conductivity,and temperature)readings have stabilized Additionally, <br /> each well-head elevation will be surveyed by a licensed surveyor <br /> 4 4 EQUIPMENT DECONTAMINATION <br /> All sampling tools used for sample collection will be thoroughly washed with a solution ofAlconox <br /> and rinsed with clean water prior to each sampling location All probing rods will be cleaned prior <br /> to advancement at each boring location Hollow-stem augers will be steam-cleaned prior to each <br /> boring <br /> Advanced GeoEnvironmental,Inc <br />
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