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ARCHIVED REPORTS XR0012563
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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620
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3500 - Local Oversight Program
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PR0544216
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ARCHIVED REPORTS XR0012563
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Entry Properties
Last modified
3/5/2019 1:33:30 AM
Creation date
3/4/2019 2:42:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012563
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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4WA IR <br /> I.4 4lorsitar4n weft Crsvef Fack end Sio[ Size Seiertio <br /> Tho size of the gravel pack that were placed adjacent to the well screen wdl be determined by the project <br /> manager based on an estimation of the grain size distribution of the formation within the uppermost <br /> saturated zone at the site. Available geologic infor=tfon was utilized in the selection of this grain size. <br /> The gravel pack was selected soca that it will <br /> Pcnmit the her hydrautic <br /> crinductivity adjacent to the well screen but will of tilow piping <br /> lof the finer-grained formopment of a zone Of attion into the <br /> Well bore. The slot size,of the well screen was selected such that it will retain a minimum of 95 Pere:nt <br /> of the gravel pack material. <br /> I—.Mahle H-o Weli Devetn merit <br /> After monitoring wells were installed,each monitoring well was developed after construction with a L75- <br /> inch-diameter manual pump until the water produced was refativeiy sediment-tree or until measurementsof PK specific conductance, and temperature stabilized, if the well was <br /> development process, recharge rates well bechemicals P�pd dry during the <br /> were introduc into <br /> hmenL Alwaterwas placed in drums and Lord on site <br /> monitoring - ells during well devclo <br /> ed <br /> for later disposal. <br /> __ tsnd water m !ln <br /> A minimum of 24 hours following well development.and after water levels had been allowed to stabilize <br /> in each we-i, three to five wetted casing volumes of liquid was removed <br /> a laboratory-cleaned teflon nailer. Measurements of from each well lxy bailing with <br /> made at regular intervals during this procedure. Removal specific conductance, <br /> each ,ed temperature rwas COnoicontinued "nom <br /> had been <br /> the measurement H, specific pecific caaductance, and temperature had stabilited. A liquid samp.a was then <br /> coltzetcd from each well with a new,disposable tellon batter. Each sample was appropriately <br /> stored on ice flora the time of collection through the time of delivery o the la,oratory, Gro d water <br /> samples were transported to the laboratory and analyzed within the EPA-specified holding times for the <br /> requested malysm <br /> 7 1'etrnleum Product <br /> If fret- petroleum product .,ms present in a well, the thickness of the product layer ✓Yrs measured by <br /> application of a productMater interface probe. A sample of the product was collected with a laboratory- <br /> cleaned teflon bailer and transferred to an appropriate sample conrainer and subsequently'submitted to <br /> a .California-certified laboratory for fuel fingerprint analysis. <br />
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