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2900 - Site Mitigation Program
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PR0009236
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Last modified
11/22/2019 2:08:05 PM
Creation date
11/22/2019 2:01:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0009236
PE
2950
FACILITY_ID
FA0004524
FACILITY_NAME
MANTECA BUSINESS CENTER
STREET_NUMBER
415
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21725049
CURRENT_STATUS
01
SITE_LOCATION
415 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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will be cleaned between each use by washing in a Liqui-Nox solution followed by rinsing first <br /> with tap water and then with distilled water. Excess soil cuttings will be placed in 55-gallon <br /> drums, sealed with a locking ring and cover, labeled, and left on the site. All rinsate generated <br /> by steam cleaning and sampler cleaning operations will be contained, in the same manner. <br /> Upon completion, borings will be backfilled from bottom to surface with a cement grout <br /> containing approximately 5% bentonite. <br /> HYDROPUNCH H GROUNDWATER SAMPLING PROCEDURE <br /> Groundwater samples will be collected by using the HydroPunch II groundwater sampling <br /> tool. The HydroPunch II consists of a 5-foot long hollow steel barrel enclosing a <br /> disposable penetration tip and polyethylene screen attached to the tip. The assembled <br /> HydroPunch II tool is threaded onto a length of steel rods inserted down through the <br /> hollow stem augers and hydraulically pushed into the bottom of the borehole for <br /> approximately 5 feet. The HydroPunch II usually extends from a depth of 1-foot above <br /> the groundwater table to 4 feet into the table. Once the Hydropunch II tip has reached the <br /> desired depth, the barrel is retracted exposing the screen. A bailer is lowered into the <br /> screen and the groundwater sample is retreived. After the appropriate samples have been <br /> collected, the barrel is removed from the borehole. The disposable tip and screen are left <br /> in the borehole and grouted in place or drilled through, if greater depths are desired. <br /> R 1 MBC-11.DOC(nz-1) <br />
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