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2900 - Site Mitigation Program
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PR0523459
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Last modified
12/10/2019 9:12:55 AM
Creation date
12/10/2019 8:56:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523459
PE
2959
FACILITY_ID
FA0015853
FACILITY_NAME
TYCO ELECTRONICS (FORMER)
STREET_NUMBER
1856
STREET_NAME
FIELD
STREET_TYPE
AVE
City
STOCKTON
Zip
952032037
APN
13339003
CURRENT_STATUS
01
SITE_LOCATION
1856 FIELD AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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0971c*-4 <br /> B. If the Phase I results indicate that contamination has moved off <br /> site, then Phase II of the sampling plan will be modified to address that <br /> fact. The modification to the Phase II sampling plan would include <br /> advancement of a minimum of 4 borings inside the structure and the <br /> placement of at least four additional monitoring wells downgradient from <br /> the sources and further away than the Phase I monitoring wells. The <br /> approximate locations of these borings are shown in Figure 4. All <br /> additional off site wells will be secured with locking Christy boxes. <br /> The location of these wells will be determined by the analytical results <br /> from Phase I of the program. <br /> 3.0 MONITORING WFLL INSTALLATION <br /> In order to determine local groundwater gradients, tidal influences, and <br /> to collected water samples, a series of monitoring wells will be <br /> installed. At least one well will be placed in an upgradient location <br /> and the other monitoring well will be placed inside the building and in <br /> downgradient location outside. All wells located outside the building <br /> will be fitted with locking, metal Christy Boxes to ensure well <br /> integrity. All monitoring wells will be labeled and have their top of <br /> casing surveys for elevation. Surveyed monitoring wells will be tied to <br /> a local benchmark. We expect the groundwater gradient to be away from <br /> the levee toward the freeway. <br /> The materials used for the monitoring wells include: 2-inch I.D. , <br /> schedule 40 PVC piping (slotted and blank) , employing screw joints and <br /> friction-fit caps. The case slotting is 0.028 inches. The sand pack <br /> backfill will be washed, kiln dried, and sieved Lonestar No. 3 sand. The <br /> sand pack will be placed such that it will extend 1-foot above the top of <br /> the slotted casing interval. Above the sand pack will be an expansive <br /> bentonite seal which will maintain a minimum 1-foot thickness. The <br /> bentonite seal will be installed as a slurry. Above the bentonite seal, <br /> a concrete cap with a minimum thickness of two feet will be placed. A <br /> typical monitoring well using the above items and a locking Christy Box <br /> is shown in Figure 5. <br />
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