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2900 - Site Mitigation Program
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PR0508450
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Last modified
5/29/2019 11:42:43 AM
Creation date
5/29/2019 11:07:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Formation Characteristics <br /> Depth to Water: 53 feet bgs <br /> Corcoran Clay: Approximately 250 feet bgs to 375 feet bgs as indicated by <br /> the presence of blue clay in the original construction log (see <br /> Appendix A) <br /> Materials: Interbedded coarse and fine-grained materials <br /> Recommended Intervals for Groundwater Samples <br /> Upper Tulare Aquifer: None,perforated zones are encrusted or covered by the <br /> column pipe so that groundwater samples are not practical <br /> Corcoran Clay Zone: 370 to 375 feet bgs <br /> Lower Tulare Aquifer: 500 to 510 feet bgs <br /> Due to the deformation of the casing at 174 feet,it will not be possible to install packers to <br /> partially isolate the sampling zones; the packer will not clear this deformed zone in the <br /> casing. It is therefore proposed to collect groundwater samples by using a adjustable rate <br /> submersible pump to purge adjacent to the open perforations slowly (1 to 4 gpm) and <br /> monitor water quality parameters (pH, DO, SC, Eh, and turbidity) to determine when the <br /> water becomes representative of the formation. The sample will then be collected directly <br /> from the pump after the flow rate is adjusted to less than 1 gpm. The deepest sample will <br /> be collected first;then the pump will then be raised to the next interval. At least 100 gallons <br /> will be purged from each zone to maximize the representativeness of the samples and <br /> minimize the potential for cross-contamination. Quality control samples (duplicates and <br /> splits) will be collected as appropriate from both sampling zones. <br /> Recommended Procedures for Abandonment of Well AG-3 <br /> 1. Use a grout mixture of 1:1 Cement and Pozmix®, 2% Bentonite and 2% Calcium <br /> Chloride. <br /> 2. Place first lift of grout from 570 feet bgs to 350 feet bgs. This is the interval <br /> corresponding to the Lower Tulare Aquifer. The pump bowls and debris at the <br /> bottom of the well will be left in place. Grout should be placed using hydrostatic <br /> pressure only. This lift should be allowed to set prior to continuing abandonment. <br /> The depth of the top of this first lift will be verified by setting a weight(balancing a <br /> plug) on the top of the grout column. <br /> 3. Due to the condition of the well,excessive perforation or disturbance of any portion <br /> of the casing is not recommended. A knife perforator cannot be.used due to the <br /> deformation of the casing at 174 feet; therefore, shot perforation using explosives <br /> will to perforate the well between 225 and 300 feet bgs. <br /> page 2 of 3 <br />
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