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ARCHIVED REPORTS_XR0005998
Environmental Health - Public
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EHD Program Facility Records by Street Name
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NAVY
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2403
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3500 - Local Oversight Program
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PR0545603
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ARCHIVED REPORTS_XR0005998
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Last modified
9/24/2020 12:56:21 AM
Creation date
4/17/2020 1:38:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005998
RECORD_ID
PR0545603
PE
3528
FACILITY_ID
FA0006095
FACILITY_NAME
PETERSON MFG
STREET_NUMBER
2403
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
2403 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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WELL/BORING LOG <br /> PROJECT KOK REALITY LOCATION 2403 WEST NAVY DRIVE STOCKTON CA W0596 DO <br /> PROJECT NO <br /> ' WELL/BORING NO MW1 SURFACE ELEVATION NSFTWELLHEAD ELEVATION N5 FT <br /> DATE DRILLED 02/24/92 REVIEWED BY GREG P STAHL RG No 5023 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER GENE NUNEES <br /> METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER a IN DEPTH DRILLED 30 FT DEPTH TO WATER INITIAL — 1 6 FT STATIC 1_ 4____EL <br /> ' <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 10 <br /> FT <br /> SCREEN TYPE PVC FAaQ DIAMETER 2 IN SLOT SIZE 00 010 IN INTERVAL 10 FT TO 30 FI <br /> FILTER PACK TYPE LONCSTAR #2/12 SAND INTERVAL _ 8 FT TOL <br /> SURFACE SEAL TYPE HEAT CEMENT OVER BENTONITE <br /> NOTES INTERVAL 0 FT TO �L <br /> ' <br /> WELL DEPTH PID rAWFLE ID U 5 G501E DESCRIPTION <br /> DETAIL {FT) {PPM) LOWCOUNT LOG <br /> 0 0-05 CONCRETE <br /> 240 D 5-6 5/10 ELASTIC SILT <10i SA-SR FN PRLY GRDD SND >907- FNS <br />' 2 t DRY STRNGTH N-SLW DLTNCY M TGHNSS L-M PLST V STIFF <br /> DUSKY YLLW BRN STRNG PO MST N HCL REACTION WEAK-M <br /> 4 MH CEMENTATION HOMO PYRITE MICACEOUS <br /> 751 KOK-WW1-5 5 <br /> 6 <br /> 6 i0 <br /> 12 <br /> 65/10-365/20 ELASTIC SILT <10: SA-SR FN PREY GRDD SND 9D: FNS L <br /> 10 DRY STRNGTH N DLTNCY M TGHNSS L-M PLST V STIFF DRK <br /> 602 5 i YLLW BRN M PO MST N HCL REACTION WEAK CEMENTATION <br /> 7 HOMO <br /> 12 Iz <br /> MH <br /> 1 4 <br /> KOK-4Wt-15 <br /> 6 <br /> 16 246 t 0 <br /> — 10 <br /> 18 <br /> 16 5/20-21 5/25 FAT CLAY <5: SA-SR FN PRLY GRDD SND 10: SA-SR FN <br /> PRLY GRDD GRVL >85e FNS H DRY STRNGTH N DLTNCY M-H <br /> 2 31 12 TGHNSS M PLST HRD, M BRN SL PO, WET N HCL <br /> 15 CH/CL REACTION WEAK-M CEMENTATION <br /> 22 z5 <br />' = 24 <br /> 15 215/25-30 5 FAT CLAY <5% SND >95: FNS H DRY STRNGTH N DLTNCY <br /> 17 M-H TGHNSS M PLST HRD M BRN N-SL PO ORGANICS MST- <br /> _ 2 6 t6 CH <br />' 30 /CL WET N HCL REACTION WEAK CEMENTATION FE OXIDES <br /> 28 <br /> Li 30 4 10 30 5-31 5 POORLY GRADED SAND >90o SA-SR FN PRLY GRDD SND <br /> 17 SP <107 FNS DNS DIRK CRN CRY N-SL PO WET N HCL <br /> 32 22 REACTION WEAK CEMENTATION HOMO MICACEOUS <br /> 34 <br /> 36 <br /> �+ <br /> 38 <br /> I`lo 5L?3 4 <br /> • 40 1 �� <br />' PAGE OF <br />
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