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EHD Program Facility Records by Street Name
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3003
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2900 - Site Mitigation Program
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PR0542307
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Entry Properties
Last modified
6/22/2026 3:55:29 PM
Creation date
6/22/2026 3:48:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542307
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0024294
FACILITY_NAME
STOCKTON TERMINAL TECHNICAL COMMITTEE (STTC)
STREET_NUMBER
3003
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
14503011
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
3003 NAVY DR STOCKTON 95206
Tags
EHD - Public
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6 <br /> S ECOR <br /> Logged By: Date Drilled: Drilling Contractor Project Name: Method/Equipment: well Number, <br /> STTC-Ozone Well Install Hollow Stem Auger <br /> C.Melanion 11/7/03 Cascade Drilling Stockton,California CAL Split Spoon OS-32 <br /> Boring Surface Groundwater Depth(ft.): Total Drive Drop <br /> Diam.(in.): Elev.(ft.): $i 9.5 First Water Depth(11): wt.(lbs.): Dist.(in.): <br /> 8 19.5 140 30 <br /> E u v <br /> o n <br /> Well v a z i- <br /> x 3 Description A <br /> Construction n = ° w C. <br /> Traffic Rated <br /> Well Box <br /> i <br /> o: o. <br /> Grout <br /> 5 5 FAT CLAY(CH):light olive brown,(2.5Y 5/3),stiff, <br /> 5 moist,high plasticity(0,0,100). 0 OS-32 1010 <br /> 5 @5' <br /> y --------------------------- <br /> 10 5 _ SANDY SILT(ML):brown(10YR 5/3),fine grained sand, <br /> 7 _ stiff,moist to wet 0 30 70 . 0 OS-32 1020 <br /> 5 — FAT CLAY(CH):brown(lOYR 5/3),fined grained sand, 0 @10' <br /> stiff,moist,high plasticity,(0,10,90). <br /> Bentonite _ <br /> Chips — <br /> 15 7 _ AS ABOVE:olive gray(5Y 5/2),fined grained sand,stiff, 0 <br /> Sand 7 m_oist hi h lastici 0 10 90 . 0 OS-32 1030 <br /> z B� tY,� _Z------------� <br /> 5 SILT WITH SAND(ML):dark greenish gray,(l0Y 4/1), @15' <br /> 5 fine grained sand,stiff,moist to wet,moderate plasticity 0 <br /> 2"Sparge 6 (0,25,75). <br /> Tip 6 SILTY SAND(SM):dark greenish gray,(5GY 4/1),fine <br /> 5 rained sand medium dense wet to moist 0 60 40 . 0 <br /> 7 FAT CLAY(CH):dark greenish gray(5GY 4/1),stiff, 0 <br /> 20 7 moist highplasticitKjL010,._—__--------J <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during drilling. Predominant material types shown on the log may contain different materials and the change from <br /> one predominant material type to another could be different than indicated. Descriptions on this log apply only at the specific location <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or times. <br /> Project No. Date 9/29/04 DWR Log of Well <br /> OS 1-33.GPJ Figure <br /> LOG OF BOREHOLE <br /> (sheet 1 of 1) <br />
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