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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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WELLIBORING LOG <br /> PROJECT KOK REALITY LOCATION 2403 WEST NAVY DRIVE STOCK70N CA PROJECT NC W0596 00 <br /> WELL/BORING NO MW3 SURFACE ELEVATION NS FT WELLHEAD ELEVATION NS cT <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 NUNES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 30 FT DEPTH TO WATER INITIAL is ET STATIC1--3 FT <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 4C INTERVAL — 0 T TO 8 FT <br /> SCREEN TYPE PVC F48 � <br /> 0 DIAMETER tj SLOT SIZE D 010 IN INTERVAL _ 8 FT TO2—5 FT <br /> FILTER PACK TYPE LONESTAR #2/12 SAND INTERVAL 6 FT TO 30 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL — -0 FT TO 6 FT <br /> NOTES <br /> WELL DEPTH PID ISAMPLE ID U S G <br /> DETAIL (FT) (PPM) IBLOWCOUNT LOG SOIL DESCRIPTION <br /> ' 0 0-0 5 CONCRETE <br /> _ 1 <br /> 2 MH 0 5-3/5 ELASTIC SILT <107 SA-SR FN PRLY GRDD SND >90: FNS <br />' - M ORY STRNGTH N-SLW DLTNCY M TGHNSS L-M PLST <br /> DUSKY YLLW BRN STRING PC MST N HCL REACTION WEAK <br /> 4 CEMENTATION HOMO PYRITE MICACEOUS <br /> KOK-03-5 5 <br /> i , <br /> 6 54 t4 <br /> 14 L <br /> 3/5-11 5/15 ELASTIC SILT <57 SND >95% FNS M DRY STRNGTH, N—SLW <br /> _ DLTNCY M TGHNSS M PLST V STIFF-HRD PALE YLLW BRN- <br /> - $ MH OUVE CRY SL-MPO AT 10 DRY-MST N HCL REACTION WEAK <br /> CEMENTATION HOMO PYRITE MICACEOUS <br /> 1 ❑ <br /> 126 16 L <br /> 30 <br /> 12 <br /> 14 <br /> KOK—Y[W3-I5 <br /> 14 CL <br /> 16 1 �$ 11 5/15-16 5/20 LEAN CLAY <5a SNO >95%. FNS H DRY STRNGTH N-SLW <br /> = DLTNCY M TGHNSS M-H PLST V STIFF OLIVE GRY SL-M PO <br /> WET N HCL REACTION WEAK CEMENTATION HOMO WATER AT <br /> 18 15 <br />' — 211 4 6 16 5/20-26 FAT CLAY <5: SND >957 FNS H DRY STRNGTH N DLTNCY <br /> 6 M-H TGHNSS M PLST STIFF-HRO M BRN N--SL PO <br /> — <br /> 22 $ ORGANICS WET N HCL REACTION WEAK CEMENTATION HOMO <br /> 24 <br /> 1s <br /> — 2 6 --- 3 2 a <br /> i = 28 <br /> SP26-26 5/30 POORLY GRADED SAND >457o SA-SR FN-M PRLY GRDD SND <br /> 28 \ <5a FNS V DNS PALE BRN NPO WET N HCL REACTION <br /> WEAK CEMENTATION HOMO PYRITE MICACEOUS <br />' 3 0 4 6 CH/CL 26 5/30-31 5 FAT CLAY <57- SND >957 FNS H DRY STRNGTH N DLTNCY <br /> 9 M-H TGHNSS M PLST V STIFF LT OLIVE CRY N-SL PO WET <br /> 32 11 N HCL REACTION WEAK CEMENTATION HOMO <br /> 34 <br /> 36 war <br /> 3 6 <br /> GREGO':?Y P <br /> 38 QTAr- ? <br /> No �G23 <br /> 40 <br /> 42 71 <br /> OF <br /> 1 PAGE 1 OF <br />
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