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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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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 ORLLED: 29 FEET DEPTH TO WATER; INITIAL: 13 FEET STATIC: .-13.36 FEET <br /> CASING TYPE: PVC DIAMETER: 2 INCHES SCHEDULE: 40 INTERVAL; O 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 <br /> INTERVAL: 7 FEET TO 29 FEET <br /> SURFACE SEAL TYPE: <br /> COMMENTS: NEAT CEMENT OVER BENTONITE INTERVAL; 0 FEET TO 7 FEET <br /> P.I.D. Sample o Oe th USCS <br /> No. p Code Description Well <br /> F3 <br /> Const. <br /> ASPHALT (0.2 FEET . <br /> 2 MH ELASTIC SILT: <10% FN SND; SA-SR; PRLY GRDD; >90% FNS; L DRY STRNGTH; <br /> N-S DLTNCY; M TGHNSS; L-M PLST; V STIFF; DUSKY YLLW-BRN; NPO; v o <br /> 4 <br /> N ORGANICS; MST; WEAK CEMENTATION;.HOMO. ° <br /> v o <br /> 0 MW 7- 7 v o <br /> 5.5 to 6 <br /> ELASTIC SILT; -107 FN SND; PRLY GRDD; -90% FNS; L DRY STRNGTH; <br /> 8 N DLTNCY; M TGHNSS; L-M PLST; STIFF-V STIFF; DARK YLLW-BRN; NPO; <br /> N ORGANICS; MST; WEAK CEMENTATION; HOMO. <br /> KOK- 3 10 MH <br /> 0 M10.5 10 <br /> 12 0 POORLY GRADED SAND WITH SILT; 90% FN-M; PRLY GRDD; SA-SR; M DENSE; <br /> 10% FNS; DARK GRAY; NPO; WET; N HCL REACTION; WEAK CEMENTATION; <br /> 14 - HOMO. <br /> 0 to 16 SP-SM <br /> 2 <br /> WELL GRADED SAND; >952.' FN-C; SA-SR; WELL GRDD; M DENSE; <5% FNS; <br /> 18 _ DARK GRAY; NPO; N ORGANICS; WET; WEAK CEMENTATION; HOMO. <br /> 6 20 SW <br /> 0 ii FAT CLAY: <5% FN SND; PRLY GRDD; >95% FNS; H-VH DRY STRNGTH; <br /> 22 N DLTNCY; M-H TGHNSS; M-H PLST; STIFF-V STIFF; DARK GRNISH CRY <br /> TO PALE YLLW BRN; NPO, N ORGANICS; MST; N HCL REACTION; WEAK <br /> 24 CEMENTATION; HOMO. <br /> 5 CH <br /> 0 11 26 <br /> 0 e 28 <br /> 19 <br /> 30 TOTAL DEPTH = 29 FEET. <br /> 32 <br /> 34 4� GREGORY P. <br /> 36 STP]-1L <br /> Na. 5023 Y <br /> 38 <br /> 40 �qlF OF GAU�: <br /> LOG OF BORING MW-7 <br /> KOK REALTY <br /> Working to Restore Mature <br /> 2403 WEST NAVY DRIVE <br /> PROJECT: 150091.01 STOCKTON, CALIFORNIA <br />
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