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FIELD DOCUMENTS
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2403
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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 /> )ATE DRILLED: 7-1.3-94 LOGGED BY: TOM LUTTERMAN REVIEWED BY: GREG P. STAHL RG NO.: 5023 <br /> DRILLING COMPANY: SPECTRUM EXPLORATION DRILLER: JOHN SUMP <br /> BORE HOLE DGER <br /> IAMETER: 8 INCHES DEPTH DRLLED: 28 FEET DEPTH TO WATER: INITIAL: -130FEET STATICLLOW STEM AU 13.08 FEET <br /> CASING TYPE: i; DIAMETER: 2 INCHES SCHEDULE: <br /> 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 LONES7AR #2/12 SAND <br /> 29 <br /> SURFACE SEAL TYPE: NEAT CEMENT OVER BENTONITE FEET <br /> COMMENTS: INTERVAL: 7 FEET TO <br /> INTERVAL: 0 FEET TO 7 FEET <br /> T5_ <br /> Depth USCS <br /> p Code Description Well <br /> Const. <br /> CONCRETE (0.4 FEET). <br /> 2 MH ELASTIC SILT; <10% FN SND; SA-SR; PRLY GRDD; >90% FNS; M DRY STRNGTH; v o <br /> N DLTNCY; M TGHNSS; L-M PLST; M STIFF-STIFF; DUSKY YLLW BRN; NPO; <br /> N ORGANICS; DRY; N HCL REACTION; WEAK CEMENTATION; MOTTLED. v v <br /> 4 <br /> v v <br /> 8ELASTIC SILT; <10% F SND; PRLY GRDD; >90% FNS; L-M DRY STRNGTH; N-Sg zi DLTNCY; L TGHNSS; L PLST; M STIFF-STIFF; DARK YLLW BRN; NPO; <br /> NO ORGANICS; MST-WET; N HCL REACTION; WEAK CEMENTATION; HOMO. <br /> 10 MH12 0 _•74 -6 <br /> CLAYEY SAND; 55% FN-M SND; SA-SR; PRLY GRDD; LS; 45% FNS; L-M DRY <br /> 16 STRNGTH; L TGHNSS; L-M PLST; M BRN- DARK YLLW BRN; NPO; <br /> N ORGANICS; WEAK CEMENTATION; HOMO. <br /> SC SANDY SILT; 40% FN-M SND; SA-SR; PRLY GRDD; 60% FNS; S DLTNCY; <br /> 1 20 L TG <br /> L PLST; SFT; M BRN; NPO: N ORGANICS; WET; N HCL REACTION; <br /> 0 I WEAK CEMENTATION; HOMO. <br /> 22 ML LEAN CLAY; <5% FN SND; PRLY GRDD; >95% FNS; H-VH DRY STRNGTH; <br /> N DLTNCY; M-H TGHNSS; M-H PLST; STIFF; PALE YLLW BRN; NPO; <br /> 24 N ORGANICS; MST; N HCL REACTION; WEAK CEMENTATION; HOMO. <br /> 3 <br /> 0 5 26 CH <br /> 4 26 <br /> 0 <br /> 30 TOTAL DEPTH = 29 FEET. F. D G„- <br /> (ti �- COQ <br /> 34 GRr.GORY P. �. <br /> ST NL <br /> ho. 6023 <br /> 36 h <br /> :Y <br /> 38 l r0.ti�•':7 <br /> Or <br /> 40 <br /> MWAWA16MAM LOG OF BORING MW-5 <br /> - - ---- <br /> t--/MA KOK REALTY <br /> Working to Restore Natures <br /> 2403 WEST NAVY DRIVE <br /> PROJECT: 150091.01 STOCKTON, CALIFORNIA <br />
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