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SU0007559
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SU0007559
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Last modified
5/7/2020 11:33:07 AM
Creation date
9/9/2019 10:48:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0007559
PE
2626
FACILITY_NAME
PA-0900009
STREET_NUMBER
5852
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
APN
02512001
ENTERED_DATE
1/30/2009 12:00:00 AM
SITE_LOCATION
5852 W TURNER RD
RECEIVED_DATE
1/30/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\TURNER\5852\PA-0900009\SU0007559\APPL.PDF \MIGRATIONS\T\TURNER\5852\PA-0900009\SU0007559\CDD OK.PDF \MIGRATIONS\T\TURNER\5852\PA-0900009\SU0007559\EH COND.PDF \MIGRATIONS\T\TURNER\5852\PA-0900009\SU0007559\CORRESPOND.PDF
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EHD - Public
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• � v <br /> MONITORING WELL INSTALLATION WORK PLAN <br /> WKA No. 5279.02 <br /> January 30, 2004 <br /> Page 4 <br /> • Outline the proposed boring locations with white paint/flagging and contact <br /> Underground Service Alert(USA)a minimum of 48 hours before drilling. <br /> • Advance a soil boring approximately 10 feet into groundwater at each monitoring <br /> well location. Each boring would be advanced using a drill rig equipped with 8- <br /> inch diameter hollow stem augers. Soil cuttings generated during drilling activities <br /> will be spread on site at a location(s) agreeable to the client. The locations of the <br /> proposed monitoring wells are presented on Plate 2. <br /> • Obtain soil samples from each boring at approximately five-foot intervals using a <br /> modified California sampler equipped with clean,two-inch diameter, six-inch long <br /> brass tubes; samples and drill cuttings will be described in the field using the Unified <br /> Soil Classification System(USCS). <br /> • Convert each soil boring to a groundwater monitoring well. Each well will be <br /> constructed using two-inch-diameter schedule 40 PVC casing and 0.01-inch <br /> screen. The specific depth of the wells will depend on subsurface conditions <br /> encountered at the site. We anticipate, however, that the screened interval for <br /> each well will be from 7 feet to 22 feet bgs. The filter pack for each well will <br /> consist of#2/16 sand placed in the annular space from the bottom of the well <br /> to a depth of approximately 6 feet below surface grade (one foot above the top <br /> of the screened interval). The filter pack will be topped with a two-foot thick <br /> bentonite seal, and then a neat-cement sanitary seal will be placed from the top <br /> of the bentonite to the surface. Typical monitoring well construction details <br /> are presented in Plate No. 3. <br /> Monitoring Well Development and Survey <br /> • Upon completion,the location and top-of-casing elevation of each well would <br /> be surveyed to the nearest available benchmark by a licensed land surveyor. <br /> • At least 24-hours after completion,the new wells would be developed using <br /> an electric submersible pump. Each new well would be purged until the water <br /> removed during this process stabilizes with respect to temperature, <br /> conductivity and pH field readings or becomes relatively free of sediment. It <br /> `NK <br /> WALLACE•KUHL <br /> E,ASSOCIATES INC. <br />
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