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PR0540822
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Last modified
5/28/2021 3:30:30 PM
Creation date
5/13/2020 3:05:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0540822
PE
2960
FACILITY_ID
FA0023389
FACILITY_NAME
FORMER HELENA CHEMICAL FACILITY
STREET_NUMBER
2245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16336017
CURRENT_STATUS
01
SITE_LOCATION
2245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Revised Work Plan for Additional Site Investigation <br />Raymond Investment Corporation <br />Former Helena Chemical Facility <br />February 27,2018 <br />Page 8 <br /> <br />5.5 MONITORING WELL DRILLING AND INSTALLATION <br />The proposed monitoring wells will be installed using two-inch outside diameter (0.D.) PVC casing. The <br />monitoring well borings will be drilled using a drilling rig equipped with eight-inch diameter, continuous- <br />flight, hollow-stem augers. Drilling activities will be performed under the supervision of a Condor geologist <br />in accordance with the provisions of the EHD permits. The soils will be logged according to the USCS. <br />Geologic logs will be prepared containing field observations including soil type and the presence of staining <br />or odor. Condor anticipates that soil samples will be collected from a depth of approximately 10 feet bgs <br />for laboratory analyses, subject to field observations. <br />Consistent with existing monitoring wells, the proposed borings for MW-4 and MW-5 will be drilled to a <br />depth of approximately twenty-five feet bgs. The proposed wells will include a screened interval between <br />five and twenty-five feet, and will be constructed with 20 feet of 2-inch 0.D., Schedule 40, flush-threaded, <br />machine-slotted PVC screen (0.010-inch slot size). A flush-threaded PVC bottom cap will be placed at the <br />bottom of the screen section in the well. Blank PVC casing will be installed above the screens to ground <br />surface. A filter pack of #2/12 Monterey sand will be placed in the annular space to approximately one and <br />one-half feet above the screens while the augers are in place. The depth of the sand in the annulus of the <br />well will be monitored with a weighted tape measure while the sand is being placed and the augers will be <br />gradually retracted to avoid bridging. To form a protective seal, approximately two feet of bentonite chips <br />will be installed above the sand in the well as the augers are retracted. The bentonite will be hydrated using <br />potable water and allowed to set at least 30 minutes before installing the surface seal. A surface seal of neat <br />cement will be poured from the surface into the annulus of the well and will extend from the bentonite to <br />the ground surface. The monitoring wells will be completed with locking caps and traffic boxes installed <br />flush with the ground surface. Details of the well construction will be noted on the geologic log, including <br />the depth intervals of the screen, sand pack, and seals. A generalized well construction diagram is included <br />as Figure 7 (Appendix A). <br /> <br />5.6 FIELD QUALITY ASSURANCE QUALITY CONTROL <br />In addition to the primary soil and groundwater samples collected and analyzed as described above, field <br />QA/QC samples will also be collected. Duplicate soil and groundwater samples will be collected at a ratio <br />of one duplicate sample for every twenty primary samples. Thus, Condor anticipates that two field duplicate <br />soil samples and one duplicate "grab" groundwater sample will be collected during the investigation. <br />In addition to the field duplicate samples, two equipment rinsate samples will be collected and transported <br />to the laboratory with the other samples under the same chain of custody procedures. One equipment rinsate <br />sample will be collected from the northern portion of the Site and one equipment rinsate sample will be <br />collected during drilling of the step-out borings near well MW-3. <br />All field duplicate and equipment rinsate samples will be labeled in a manner similar to the primary soil <br />and groundwater samples and submitted blind to the laboratory for analysis of constituents of concern. A <br />travel blank will accompany each shipping container that contains groundwater samples. <br />The field duplicate soil samples will be collected within one foot of each corresponding counterpart, and <br />the duplicate groundwater sample will be collected immediately after its counterpart using the same <br />tubing/check valve apparatus. If the field duplicate laboratory analytical result is within 60 percent of the <br />result of its primary counterpart, then other primary analytical results should be considered representative <br />of subsurface conditions. <br />CONDOR
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