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2900 - Site Mitigation Program
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PR0535888
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Last modified
3/11/2019 10:43:40 AM
Creation date
3/11/2019 9:50:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0535888
PE
2957
FACILITY_ID
FA0005277
FACILITY_NAME
A W HAYES
STREET_NUMBER
2005
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16331010
CURRENT_STATUS
01
SITE_LOCATION
2005 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Report-Groundwater Inves..6ation <br /> First Student Bus Facility(Former A.W. Hayes Facility) <br /> 2005 Navy Drive—Stockton, CA <br /> A. FINDING THE LOCATION OF MONITORING WELL MW-2 <br /> On November 12, 2008, KR Environmental conducted a visit to the Site to determine the <br /> locations of the four (4) monitoring wells, and to re-develop the four (4) wells. <br /> Monitoring wells MW-1, MW-3 and MW-4 were successfully located in the gravel <br /> surfaces in which the wells were installed. According to Plate 2 provided in the Ramcon <br /> June 22, 2004 Summary Report, MW-2 should have been located in the gravel driveway <br /> located approximately 40 feet west of the existing covered concrete slab and wash rack <br /> located on the west side of the shop building, and approximately 30 feet west of MW-4. <br /> Our inspection of the driveway in which MW-2 was installed revealed that this surface <br /> was no longer gravel, but had been re-surfaced with asphalt. According to personnel of <br /> First Student Bus Facility (Site occupants), this driveway was re-surfaced with asphalt <br /> approximately two years ago (2006), and that MW-2 was most likely covered over with <br /> asphalt. <br /> B. RE-DEVELOPMENT OF GROUNDWATER MONITORING WELLS <br /> On November 12, 2008, the three (3) existing monitoring wells (MW-1, MW-3 and MW- <br /> 4) were re-developed to improve well yield by removing fine materials from the well <br /> casing, filter pack and boring annulus/formation interface. The fine materials were <br /> removed, and the soil grains aligned in the formation surrounding the well screen, <br /> thereby increasing porosity and hydraulic conductivity. <br /> The wells were purged by hand bailing to remove the fine suspended solids. The purging <br /> was continued until the groundwater was sand/silt-free and water clarity, temperature, <br /> pH, and conductivity had been stabilized. Approximately ten casing volumes (30 <br /> gallons) of groundwater were purged from monitoring wells MW-1 and MW-3, and <br /> approximately ten casing volumes (60 gallons) of water was purged from monitoring well <br /> MW-4 during development. The wells were purged using a new, disposable bailer for <br /> each well. Groundwater removed from all three (3) monitoring wells was cloudy (grayish <br /> mud) and odorless. Neither floating product nor oily sheens were observed in the <br /> groundwater removed from MW-1, MW-3, or MW-4. <br /> A summary of purge volumes, pH, electrical conductivity, (NTUs) and temperature <br /> measurements made during well development purging activities are presented below in <br /> Table 1. Copies of the Well Monitoring Data Sheets for development purging are <br /> included in Appendix A. <br /> 3 <br />
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