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ARCHIVED REPORTS XR0012552
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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B
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BENJAMIN HOLT
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2908
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3500 - Local Oversight Program
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PR0544111
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ARCHIVED REPORTS XR0012552
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Entry Properties
Last modified
2/7/2019 12:05:32 PM
Creation date
2/7/2019 11:02:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012552
RECORD_ID
PR0544111
PE
3528
FACILITY_ID
FA0003625
FACILITY_NAME
ARCO STATION #83560*
STREET_NUMBER
2908
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09763032
CURRENT_STATUS
02
SITE_LOCATION
2908 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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[ �� 3 a <br /> OR <br /> a <br /> LOG OF EXPLORATOR' Y BORinG <br /> Page I of 2 <br /> PROJECT NUMBER 43B-22,01 ARCO BORING NO. E-1 <br /> 2908 Benjamin Holt Drive <br /> By BH DATE 5/24/84 Stockton, California SURFACE ELEV. <br /> CLASSIFICATION DATA FIELD DATA <br /> ii <br /> PlasU Compres Pmftrr = v n DESCRIPTION _ <br /> Y.fines Liquij city S iveth iBlowsl n ?� to <br /> 6Nu.Y60) Limit Index <br /> iTSFI F0 'S tj <br /> 2-inches Asphalt ana ,-inc es <br /> = Baserock <br /> Black (5Y 2.5/2) slightly clayey <br /> h• sand FILL <br /> i <br /> (CL)Black (2,5Y N2/0) sandy silty <br /> CLAY has faint product odor - <br /> dry <br /> (dark olive gray (5Y 3/2) fine <br /> 16 5 sandy has faint product odor <br /> and rare coarse sand - damp) <br /> E <br /> :X <br /> (mottled dark gray (2.5Y N4/0) <br /> 15 10 and olive brown (2.5Y 4/4) silty <br /> has strong product odor and <br /> trace of roots - damp <br /> + (SC)Olive gray (5Y 4/2) clayey fine <br /> 12 15 SAVO contains thin silty clay <br /> p interbeds and moist <br /> (thin sand interbeds) <br /> (CL)Olive brown (2,5Y 4/4) silty <br /> CLAY - moist <br /> 41 20 (SP)Olive brown (2.5Y 4/4) slightly <br /> rl ayey^ SAND - wet <br /> REMARKS: Boring was converted to a ground-water monitoring well by <br /> backfilling from 24 feet to 23 feet with bentonite and by install (ng <br /> 21 feet of 3-inch PVC casing. The lower 15 feet of casing was slotted an <br /> the annular space was backfilled with pea gravel from 23 feet to 5,'r'eet. glri�Gl1 <br /> A ben on{{t -concrete sea'1 wa placed from Meet tdo 1 foot. The well was <br /> wi i aProtectjve vault box and a 1oc 1na evice. _ <br />
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