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Environmental Health - Public
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EHD Program Facility Records by Street Name
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CHURCH
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2900 - Site Mitigation Program
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PR0524783
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Entry Properties
Last modified
2/24/2026 4:31:19 PM
Creation date
11/1/2021 4:44:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0524783
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0016638
FACILITY_NAME
GREIF STOCKTON
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
800 W CHURCH ST STOCKTON 95203
Tags
EHD - Public
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p 1111 Broadway, 6th FI BORING DMW-5A SHEET 1 OF 3 <br /> Geosyntec Oakland, CA 94607 START DATE 2/25/2014 7:30:00 AM ELEVATION: <br /> consultants Phone: (510)836-3034 FINISH DATE 2/25/2014 1:00:00 PM GROUND SURF. 9.63 ft <br /> Fax: (510)836-3036 LOCATION 800 W Church St,Stockton TOP OF MONUMENT11.05 ft <br /> PROJECT Dopaco DATUM NAVD88 <br /> s <br /> GS FORM: BOREHOLE LOG NUMBER WR1194 WATER DEPTH: ft b <br /> WELL BORE GE g <br /> DESCRIPTION SAMPLE <br /> 1)Unit/Formation,Mem.7)Plasticity O (0 io o Q <br /> DEPTH 2)Soil/Rock Name 8)Density/Consistency U OJ WELL COMPLETION O Z W W >- (0 o COMMENTS <br /> 3)Color 9)Structure = _j H w a a uJ Z 0 <br /> (ft-bgs) 4)Moisture 10)Other(Mineralization, d I j DETAILS Q a } > p <br /> > F O Q w 1)Rig Behavior <br /> 5)Grain Size Discoloration,Odor,etc. 0 W w <br /> Q O w 2)Air Monitoring <br /> 6)Percentage (0 uJ U m W <br /> (gravel,sand,fines) <br /> a <br /> Not logged Surface completion:above <br /> ground traffic bollard 9 <br /> protective casing. <br /> 8 <br /> 2 <br /> 2"diameter Sch 40 PVC <br /> casing(0-33 ft bgs). 7- <br /> 6- <br /> 4 <br /> Cement grout:Portland II-V <br /> (0-29ft bgs). 5 <br /> Lean CLAY(CL): dark yellowish brown 0.2 <br /> (10YR 4/4);dry;fine to medium sand,clay 4 <br /> 6 [0%gravel,10%sand,90%fines];high <br /> plasticity;firm <br /> ......................................................Not logged 3 <br /> 2 <br /> 8 <br /> 1 <br /> 0 <br /> 10 Lean CLAY with sand(CL): olive brown <br /> (2.5Y 4/3);moist;fine to medium sand,clay -1 <br /> [0,20,801;medium plasticity;firm <br /> ......................................................Not logged 2 <br /> 12 <br /> -3 <br /> -4 <br /> 14 <br /> -5 <br /> ------------------- <br /> Sandy fat CLAY(CH): light olive brown 0.2 <br /> (2.5Y 5/3);moist;fine to medium sand[0, -6 <br /> 40,60];high plasticity;soft;some iron <br /> 16 staining <br /> . ...................................................... <br /> M Not logged -7 <br /> 0 <br /> 0 -$ <br /> W <br /> z 18 <br /> u) <br /> 0 <br /> Lu 9 <br /> 'a <br /> c� <br /> o -10 <br /> 20 <br /> o CONTRACTOR: Gregg NORTHING:2167601.4 LOGGER ODR REVIEWER FM <br /> Lu <br /> EQUIPMENT: Marl M11 EASTING: 6329951.6 NOTES: <br /> DRILL MTHD: Hollow-Stem Auger COORDINATE SYSTEM: <br /> m HAMMER TYPE: NAD83 <br /> w BOREHOLE DIAMETER:10" <br /> SEE KEY SHEET FOR SYMBOLS AND ABBREVIATIONS <br />
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