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EHD Program Facility Records by Street Name
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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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Geosyntec" 3043 Gold Canal Drive Suite 100 WELL NUMBER MW-G <br /> Rancho Cordova,California 95670 PAGE 1 OF 2 <br /> Tel 916-637-8048 <br /> Fax 916-550-9498 <br /> CLIENT Wilbur Ellis PROJECT NAME JTF Stockton <br /> PROJECT NUMBER SAC175/S2*E PROJECT LOCATION Stockton CA <br /> DATE STARTED 6126/17 COMPLETED 6/27/17 GROUND ELEVATION 6.94 ft HOLE SIZE 6 314 inches <br /> DRILLING CONTRACTOR Gregg Drilling GROUND WATER LEVELS: <br /> DRILLING METHOD Sonic AT TIME OF DRILLING — <br /> LOGGED BY O.Regier CHECKED BY P.Dennehy AT END OF DRILLING — <br /> NOTES AFTER DRILLING — <br /> W <br /> _ W U <br /> W = <br /> w � Q J MATERIAL DESCRIPTION WELL DIAGRAM <br /> p ILZ 0 <br /> Q 0 <br /> U) <br /> 0 <br /> Hand Auger to 8 ft bgs clean out run to 10 ft bgs NO RECOVERY Flush <br /> mounted <br /> surface <br /> completion <br /> 5 <br /> a <br /> U) <br /> w>J <br /> W Portland grout <br /> a tremie <br /> a application, <br /> 10.0 -3.1 <br /> 2"Schd 40 <br /> 0 (CL)lean clay with silt and sand(CL),brown to light brown[10YR 4/41,moist,[5, PVC riser <br /> 2 10,85],some gravel(1-5mm),medium plasticity,medium stiff,dense. <br /> 0 <br /> F- <br /> F CL <br /> m <br /> 3 <br /> D 15 15.0 -8.1 <br /> (CL-ML)lean silty clay(CL-ML),brown to light brown[10YR 4/4],moist,[0,5,95], <br /> z medium plasticity,dense,stiff. <br /> 1/4"Pei Plug <br /> CL- bentonite <br /> W ML pellets <br /> 0 <br /> a Cemex#2/12 <br /> z 20 20.0 -13.1 Lapis Lustre <br /> (CL)lean Gay with silt(CL),brown to light brown[10YR 4/4],moist,[0,tr,100], sand pack <br /> medium plasticity,stiff,dense. <br /> a <br /> CL <br /> (V <br /> O <br /> 25 25.0 -18.1 <br /> (SP)poorly graded sand(SP),brown to dark brown[10YR 3/4],moist to wet,[0, <br /> m 90, 10],medium coarse sand,loose. <br /> 5 Cemex#2112 <br /> o SP Lapis Lustre <br /> n sand pack,2" <br /> z slotted Schd <br /> 30 30.0 -23 1 40 PVC at <br /> 0.0101, <br /> (CL)lean day(CL),gray green to green[GLEY1 4/5g_1],dry,[0,5,95],low <br /> plasticity,very stiff,very dense. <br /> a <br /> m CL <br /> Uj <br /> Uj <br /> 35 35.o Well Cap- <br /> -28.1 <br /> (Continued Next Page) <br />
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