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2900 - Site Mitigation Program
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PR0516614
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Last modified
5/31/2019 3:45:12 PM
Creation date
5/31/2019 3:06:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0516614
PE
2960
FACILITY_ID
FA0012708
FACILITY_NAME
NEWARK SIERRA PAPERBOARD/ RECYCLING
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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D 1111 Broadway,6th FI BORING DMW-5A SHEET 1 OF 3 <br /> eosyntec 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 It <br /> GS FORM: PROJECT Dopaco DATUM NAVD88 <br /> WELL BORE GE BOREHOLE LOG NUMBER WR1194 WATER DEPTH: It bgs <br /> DESCRIPTION SAMPLE <br /> (7 v E <br /> 1)Unit/Formation,Mem.7)Plasticity O C0 io o n <br /> 2)Soil/Rock Name 8)Density/Consistency O Z O x a o COMMENTS <br /> DEPTH U I WELL COMPLETION O Z W } (D <br /> 3)Color 9)Structure H W W 0- ce Z o <br /> uj <br /> (ft-bgs) 4)Moisture 10)Other(Mineralization, QL J DETAILS a > Q w 1)Rig Behavior <br /> 5)Grain Size Discoloration,Odor,etc. W 3 O w g <br /> 6)Percentage U W U) OJ w F 2)Air Monitoring <br /> (gravel,sand,fines) 00 W O <br /> a <br /> Not logged Surface completion:above <br /> ground traffic bollard 9 <br /> protective casing. <br /> 2 2"diameter Sch 40 PVC <br /> casing(0-33 ft bgs). 7- <br /> 64 6- <br /> 4 <br /> Cement grout:Portland II-V <br /> (0-29ft bgs). 5 <br /> ...................................................... <br /> Lean CLAY(CL): dark yellowish brown 0.2 <br /> (10YR 4/4);dry;fine to medium sand,day 4 <br /> 6 [0%gravel,10%sand,90%fines];high <br /> plasticity;firm <br /> Not logged <br /> 3- <br /> 2- <br /> 8 8 <br /> 1 <br /> 0- <br /> 10 Lean CLAY with sand(CL): olive brown <br /> (2.5Y 4/3);moist;fine to medium sand,day _7 <br /> [0,20,801;medium plasticity;firm <br /> Not ..logged.............................................. -2 <br /> 12 <br /> -3- <br /> -4- <br /> 14 <br /> 3-414 <br /> -5 <br /> Sandyfat (C <br /> CLAY H): tight olive brown 02 <br /> (2.5Y 5/3);moist;fine to medium sand[0, _g <br /> 40,60];high plasticity;soft;some iron <br /> 16 staining <br /> . ...................................................... <br /> Not logged <br /> 0 <br /> U -8 <br /> W <br /> 18 p <br /> Z <br /> 0 <br /> W -9 <br /> a <br /> c7 <br /> o -10 <br /> U <br /> o CONTRACTOR: Gregg NORTHING:2167601.4 LOGGER ODR REVIEWER FM <br /> EQUIPMENT: Mart M11 EASTING: 6329951.6 NOTES: <br /> DRILL MTHD: Hollow-Stem Auger COORDINATE SYSTEM: <br /> m HAMMER TYPE: NAD83 <br /> BOREHOLE DIAMETER:10" SEE KEY SHEET FOR SYMBOLS AND ABBREVIATIONS <br />
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