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2900 - Site Mitigation Program
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PR0545271
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COMPLIANCE INFO
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Last modified
2/21/2020 4:38:17 PM
Creation date
2/21/2020 2:16:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545271
PE
2960
FACILITY_ID
FA0023189
FACILITY_NAME
STANFIELD & MOODY
STREET_NUMBER
10736
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19327008
CURRENT_STATUS
02
SITE_LOCATION
10736 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Stanfield & Moody <br /> Property Evaluation <br /> November 8, 1989 <br /> Page #2 <br /> contamination is encountered. Both driven samples and auger <br /> returns will be screened in the field for hydrocarbon <br /> contamination using thin layer chromatography. All samples <br /> retained for chemical analysis will be properly labeled and <br /> placed in an iced cooler for transport to the laboratory. <br /> Chain-Of-Custody protocol will be maintained on all samples <br /> retained for chemical analysis . <br /> The temporary wells will be constructed of two inch <br /> diameter, schedule 40 , PVC blank casing and 0 . 02 slot <br /> screens. Typically, five feet of perforated casing will <br /> extent above the existing static water level to detect any <br /> floating product that may be present. The perforated casing <br /> will be extended below the static water level into the water <br /> bearing unit to a depth of feet below the static water level . <br /> The annular space between the perforated casing and the boring <br /> wall will be sand packed with Lapis Luster #1c sand (see <br /> Figure 2) to a level two feet above the top of the screened <br /> interval . Due to the ephemeral nature of the monitor wells no <br /> grout will be emplaced until the well is abandoned. Four inch <br /> diameter pvc temporary casing may be used to stabilize the <br /> hole until abandonment. <br /> The well will be abandoned after ground water sampling <br /> has been performed, about twenty four hours after drilling. <br /> All well casing will be pulled and the boring backfilled by <br /> tremming in a cement/ bentonite grout containing no less that <br /> 1034 pounds of cement and no more than 50 pounds of bentonite <br /> per cubic yard of grout. Bentonite is added to reduce <br /> shrinkage cracks in the grout seal . <br /> 2) WELL DEVELOPMENT <br /> The wells will be briefly developed to improve hydraulic <br /> continuity with the native soil . Development will be <br /> performed using pumping, bailing and/or surging of the wells. <br /> The volume of all water extracted during development will be <br /> recorded along with regular pH measurements. Development will <br /> be continued until the wells produce little or no fine <br /> sediment and pH readings have stabilized. <br /> 3) GROUND WATER SAMPLE COLLECTION <br /> Prior to the collection of ground water samples each well will <br /> be tested for the presence of free floating product. The <br /> well will then be purged. Normal purging will consist of the <br /> removal of between three to five casing volumes of water. In <br /> the event of slow recovery, the well will be completely <br /> evacuated of one casing volume and the sample taken after <br /> recovery. Both purging and sampling will be performed using a <br /> Teflon bailer cleaned prior to sampling with laboratory-grade <br /> detergent and triple rinsed with distilled water. <br />
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