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FIELD DOCUMENTS
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545603
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Last modified
4/15/2020 4:31:58 PM
Creation date
4/15/2020 4:14:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
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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v <br /> DATE DRILLED: 7-14-94 LOGGED BY: TOM LUTTERMAN REVIEWED BY: GREG P.. STAHL RG NO.: 5023 <br /> DRILLING COMPANY: SPECTRUM EXPLORATION DRILLER: JOHN SUMP <br /> METHOD: HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER: 8 INCHES DEPTH DRLLED: 29 FEET DEPTH TO WATER: INITIAL: —13 FEET STATIC: —12.Sa FEET <br /> CASING TYPE: PVC DIAMETER: 2 INCHES SCHEDULE: <br /> 40 INTERVAL: 0 FEET TO 9 FEET <br /> SCREEN TYPE: 8 FEET DIAMETER: 2 INCHES SLOT SIZE: 0.010—INCH INTERVAL: 9 FEET TO 29 FEET <br /> FILTER PACK TYPE: RMC LONESTAR /2/12 SAND INTERVAL: 7 FEET TO 29 FEET <br /> SURFACE SEAL TYPE: NEAT CEMENT OVER BENTONITE INTERVAL: 0 FEET TO 7 FEET <br /> COMMENTS: NO NEAT <br /> COLLECTED DUE TO LIMITED ACCESS DRILL RIC CAPABILITY <br /> P I D Sample 3: Depth USCS <br /> No. Description Well <br /> 00 Code Const. <br /> CONCRETE 0.6 FEET). - <br /> 2 CH FAT CLAY; <5% FN SND; PRLY GRDD; >95% FNS; H-VH DRY STRNGTH; v v <br /> N DLTNCY; M-H TGHNSS; M-H PLST; DARK YLLW BRN-GRY; NPO; <br /> N ORGANICS; DRY-MST; N HCL REACTION; WEAK CEMENTATION; HOMO, v o <br /> 4 <br /> )JKDK�- v v <br /> 0 6 <br /> ELASTIC SILT; <5% FN-M SND; PRLY GRDD; >95% FNS; L-M DRY STRNGTH; <br /> 8 N-S DLTNCY; L TGHNSS; L PLST; DUSKY BRN; MODERATE PO: N ORGANICS; <br /> MST; N HCL REACTION; WEAK CEMENTATION: HOMO. <br /> KOK- 10 MH <br /> 30 MW-6- <br /> 10,5 <br /> 12 0 LEAN CLAY WITH SAND; -15% FN-M SND; PRLY GRDD; -85% FNS; M DRY <br /> STRNGTH; N DLTNCY; L TGHNSS; M PLST; DARK YLLW BRN; MODERATE PO; <br /> 14 - N ORGANICAS; MST; N HCL REACTION: WEAK CEMENTATION; HOMO. <br /> CL <br /> 37 16 _ <br /> LEAN CLAY; -10% FN SND; PRLY GRDD; -90% FNS; M DRY STRNGTH; <br /> 16 N-S DLTNCY; L TGHNSS; M PLST; M YLLW BRN; NPO; N ORGANICS; MST; <br /> N HCL REACTION; WEAK CEMENTATION; HOMO. <br /> 20 CL <br /> 0 <br /> 22 FAT CLAY; <5% FN SND; PRLY GRDD; >95% FNS; H-VH DRY STRNGTH; <br /> N DLTNCY; M-H TGHNSS; M-H PLST; PALE YLLW BRN; NPO; N ORGANICS; <br /> 24 MST; N HCL REACTION; WEAK CEMENTATION; HOMO. <br /> 0 26 CH <br /> 28 <br /> 0 <br /> TOTAL DEPTH = 29 FEET. <br /> 32 ,�E(tv.D G_ <br /> 34 GREGORY P. :.A <br /> cT?,,L <br /> 3f No. 5023 4.' <br /> 38Av'� <br /> 40 0,' C?%tC% <br /> AWsuAM LOG OF BORING MW-6 <br /> t—r/'IA KOK REALTY <br /> WorkfnD to Restore Nature <br /> 2403 WEST NAVY DRIVE <br /> PROJECT: 150091.01 STOCKTON, CALIFORNIA <br />
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