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ARCHIVED REPORTS_XR0012660
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012660
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Last modified
7/22/2020 11:15:36 AM
Creation date
7/22/2020 10:58:48 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012660
RECORD_ID
PR0545890
PE
3526
FACILITY_ID
FA0025958
FACILITY_NAME
ROEK BROTHERS CONSTRUCTION
STREET_NUMBER
102
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15502065
CURRENT_STATUS
02
SITE_LOCATION
102 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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- 11,11 1 1 M 11 112 -_ <br /> April 24,1989 <br /> File No. 1705-2 <br /> As discussed above, the soil and water sampling techniques are based upon the guide. <br /> lines set forth by the California regional Water Quality Control Board (CRWQCB). <br /> These samples are later forwarded to a state approved analytical laboratory for total <br /> petro,eum hydrocarbons analyses and/or other laboratory analysis. A chain-of-custody <br /> record is maintained during travel to the lab and a copy of this record is attached in the <br /> evaluation study reports. Also, laboratory test results are included in the report with <br /> attachments of the analytical laboratory analysis. <br /> Groundwater Monitoring Well Installation <br /> All groundwater monitoring wells are installed according the CRWQCB. As stated earli- <br /> er, our office has simplified these guidelines into a flow chart for installing monitoring <br /> wells. The "Monitoring Well Flow Chart" is attached to this letter. This flow chart was <br /> designed to be used by personnel of this office only and should not be recommended <br /> for others to use. <br /> } The wells are drilled to at least 15 feet into the saturated layer or below the elevation of <br /> d encountered groundwater. If a day or impervious layer is encountered in the saturated <br /> zone, and if it is greater than 5 feet in thickness, drilling would stop and the well would <br /> 1 be backfilled grout to the top of the clay or impervious layer. The monitoring well is <br /> then constructed above the backfilled layer. <br /> Our monitoring wells are constructed with 2 inch I.D. PVC pipes with 0.02 inch slot <br /> perforated sections. The well screen is placed such that the screen length will accom- <br /> modate seasonal groundwater fluctuations and extended at least 5 feet above the Batu- <br /> rated zone. The annular space between the pipe and the wall of the boring is backfilled <br /> with #3 clean Monterey sand to about one foot above the top of the perforated section. <br /> A two to three foot bentonite plug is then placed over the sand pack to provide a.seal <br /> l against surface water infiltration. The remaining space is then backfilled with concrete. <br /> Screw-on or friction caps are usod to seal the bottom of wells. Currently, all well heads <br /> are secured with screw-on or locking caps, surrounded by a christy box. Monitoring <br /> well construction diagrams accompany the report in Appendix B. <br /> All wells are recorded with the Department o:Water Resources- "Water Well Drillers <br /> Report". These reports state the current owners name, location of well including a well <br /> location sketch,well construction,well tests, and subsurface soil descriptions. A copy of <br /> - _-- - ---------this reporris includedinour-office and field files, andwiththe drilling company. _... <br /> �. All monitoring wells are thoroughly developed to stabilize the sand pack surrounding <br /> the screen section of the well and to free the well of silt, sand and turbidity. The devel- <br /> opment of these wells are accomplished by using a teflon hand pump. Approximately, <br /> l._ <br /> A-2 <br /> I <br /> L <br />
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