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ARCHIVED REPORTS_XR0012179
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012179
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Last modified
7/22/2020 12:13:40 PM
Creation date
7/22/2020 11:25:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012179
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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EHD - Public
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r 0 <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 /> petroleum 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 1.5 feet into the saturated layer or below the elevation of <br /> encountered groundwater If a clay 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 /> 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 PVCes with Q 0 <br /> 2 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 satu- <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 /> against surface water infiltration The remaining space is then backfilled with concrete <br /> Screw-on or friction caps are used to seal the bottom of wells Currently, all well heads <br /> are secured with screw-on or locking caps, surrounded by a christy box Monitor <br /> well construction diagrams accompany the report in Appendix B ing <br /> All wells are recorded with the Department of 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 report is included in our office and field files, and with the 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 /> A-2 <br />
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