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ARCHIVED REPORTS XR0012560
Environmental Health - Public
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EHD Program Facility Records by Street Name
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139
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3500 - Local Oversight Program
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PR0544169
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ARCHIVED REPORTS XR0012560
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Last modified
2/22/2019 10:35:54 PM
Creation date
2/22/2019 3:13:14 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012560
RECORD_ID
PR0544169
PE
3528
FACILITY_ID
FA0006437
FACILITY_NAME
CHEVRON STATION #90557*** (INACT)
STREET_NUMBER
139
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13730012
CURRENT_STATUS
02
SITE_LOCATION
139 S CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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r <br /> al <br /> MEN. <br /> I <br /> GROUNDWATER TECHNOLOGY <br /> STANDARD OPERATING PROCEDURE <br /> CONCERNING MONITORING WELL INSTALLATION <br /> SOP 13 <br /> The boreholes for the monitoring wells shall be drilled <br /> using a truck mounted hollow stem auger drill rig. The <br /> outside diameter (O.D.) of this auger should be a minimum <br /> of eight inches when install Lzg 4-inch well screen. The <br /> hollow stem auger provides minimal interuption of 'drill- <br /> ing while permitting soil sampling at specific intervals. <br /> Soil samples can be taken at desired depths by hammering <br /> a conventional split barrel sampler containing precleared <br /> 2 inch brass sample tubes. <br /> The construction details of the monitoring wells to be <br /> drilled at the site are graphically depicted in the <br /> attached figure titled "Typical Detail of Monitoring Well <br /> Construction (See Figure 1) . The wells should be cons- <br /> tructed of 4 inch PVC, .020 inch machine slotted screen <br /> and blank casing. The screened portion of the well will <br /> extend 5 feet above and 10 feet below the present water <br /> table. An appropriate sand pack as determined by grain <br /> size analysis shall be placed in the annular space between <br /> the casing and drilled hole to inhibit silt buildup around <br /> the well. An annular seal installed above the sand pack <br /> should consist of bentonite pellets overlain by neat <br /> cement or cement grout to the surface. The wellhead shall <br /> be protected below grade within a traffic rated street box. <br /> Each well shall have a permanently attached identification <br /> plate containing the following information (1) Well Number, <br /> (2) Wellhead Elevation, (3) Depth of Well, (4) Screened <br /> Interval. <br /> Subsequent to installation the wells shall be developed <br /> to remove silts and improve well performance. The well <br /> development shall be conducted by air lifting the water <br /> within the well until groundwater pumped from the wells <br /> �- is silt free. <br /> To assure that cross contamination does not occur between <br /> the drilling and development of successive wells al'.4. <br /> equipment contacting subsurface soils or ground water <br /> shall be steam cleaned. The steam cleaned equipment <br /> should include but not limited to the following (1) Dril- <br /> ling Augers, (.2) Split Barrel Sampler, (3) Groundwater <br /> Monitoring and Sampling Equipment, (4) Well Development <br /> Piping and Sparging Equipment. <br /> _J <br /> '� GH1H%I A%%TER <br />
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