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MACARTHUR
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2900 - Site Mitigation Program
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PR0009269
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Last modified
3/3/2020 4:42:28 PM
Creation date
3/3/2020 4:40:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009269
PE
2960
FACILITY_ID
FA0004006
FACILITY_NAME
LEPRINO FOODS
STREET_NUMBER
2401
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
APN
21307050
CURRENT_STATUS
01
SITE_LOCATION
2401 S MACARTHUR DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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2.1 Drilling and Well Installation <br /> Prior to being damaged,well MW-17 was a 2-inch Schedule 40 well completed to a depth of 23 <br /> feet below ground surface. Sampling records indicate that this well had been installed in early <br /> May 1991;however, construction records for this well are not known to exist. Depth to water in <br /> this well has always been greater than 10 feet below top of casing(which is near ground surface). <br /> The well is largely intact; however, attempts to develop it in July 2010 resulted in the production <br /> of filter pack sand,indicating that the well screen had been damaged. <br /> Since the well is mostly intact,it will be overdrilled to 23 feet below ground surface (the depth <br /> of the existing well)using 4 '/<-inch ID (approximately 8-inch OD)hollow-stem augers and the <br /> existing well casing and screen will be removed. <br /> The replacement well will be installed in the same borehole and will be constructed using new <br /> materials. Well construction will be performed within the hollow-stem augers. The well screen <br /> will consist of 10 feet of 2-inch diameter 10-slot flush joint threaded Schedule 40 PVC with an <br /> end cap. The bottom of the screen will be placed at a depth of 23 feet. The well casing will <br /> extend to ground surface and will consist of 2-inch diameter flush-joint threaded Schedule 40 <br /> PVC with a locking cap. <br /> After the well screen and casing are placed, a filter pack, consisting of 10/20 mesh silica sand <br /> will be poured through the augers to a depth of approximately 11 feet(two feet above the top of <br /> the well screen. A tow foot-thick bentonite seal will be place on top of the filter pack to an <br /> approximate depth of 9 feet below ground surface. The remainder of the annular space will be <br /> backfilled with cement grout conforming to ASTM D5092. <br /> The well is located in the landscaping materials outside of the office area and as such is not <br /> subject to traffic disturbance. It will be protected from access and physical damage using a <br /> bolted 8-inch diameter well vault that will be grouted in a small concrete apron to promote <br /> drainage away from the well. <br /> 2 <br />
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