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ARCHIVED REPORTS XR0000257
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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B
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B
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1604
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000257
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Entry Properties
Last modified
2/5/2019 2:16:00 PM
Creation date
2/5/2019 1:30:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000257
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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'ROJECT NO S8100-06-IIA <br /> W BORING/WELL NO. <br /> 1- IL J J <br /> �HIW 1 j H 3 ¢ � z DATE DRILLED 4128195 _ _WATER LEVEL (AT <br /> 64 5� WELL HfADSPACE <br /> O zw J N F- CONSTRUCTION (PPM) <br /> Xm EQUIPMENT MOBILE B-83 H S A DRILLER WESTEX <br /> SOIL DESCRIPTION <br /> a 4 INCH ASPHALT {BASE MATERIAL) Q 40 <br /> Do <br /> 1 P�° 3/ 4 INCH CRUSHED GRAVEL (GP) <br /> 2Q n00, <br /> 4 FEZ, <br /> as <br /> 3 1}-0 BACKFILL MATERIAL <br /> a� o <br /> 4 p4 n <br /> O 6 <br /> - 6 0 <br /> 7 O <br /> d� D <br /> o a — <br /> 9 <br /> 10 44 V W I-I ALLUVIUM <br /> 0825 Very stiff, moist, light brown, Clayey SILT with <1 <br /> 11 pinhole structures (ML) <br /> 12 <br /> 13 <br /> oQ o oD p <br /> 14 016 Z3 <br /> oD a oD <br /> - <br /> 15 53 VW1-2 °4 °4 <I <br /> °C 11011 <br /> 16 0835 06 00 <br /> OQ 6 OD P <br /> 17 po °o <br /> -Becomes hard with trace calcium carbonate -00. °o <br /> 18 oD QO <br /> D. Do <br /> 19 °p °4 <br /> 200 4 <1 <br /> 71 YW1-3 <br /> 21 0545 o a c <br /> o a <br /> 22 i - - - - - - - - - - - - - - - - - - - - - - -- npo- 23 Medium densemoist, brown, Clayey, flue SAND with p a u°44a <br /> 24 % some silt and trace pebbles (SC) <br /> 06 oa <br /> Figure A-1, log of Boring VW 1 Continued Next Page srD <br /> CASING ELEVATION QUANTITY OF FILTER MATERIAL 24 - 100111 bags <br /> DIAMETER do TYPE OF CASING 4 inch PVC sched 40 WELL SEAL do INTERVAL Bentonite 11 to 13 5 feet <br /> CASING INTERVAL Q to 14.5 feet WELL SEAL QUANTITY 701b chips <br /> HELL SCREEN Q,10 Inch ANNULUS SEAL/INTERVAL Cement-bentonite 1.5 to 11.2 f et <br /> ,GREEN INTERVAL 14 5 to 69.5 feet ADDITIVES none <br /> WELL COVER 12 Inch Traffic rated corer WELL DEPTI{ 69 5 feet <br /> FILTERPA0 /1NTERVAL Pea Gravel 13 5-69 5 ft ENGINEER/GEOLOGIST 30HN JUHREND <br /> NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT T4E SPECIFIC BORING OR TRENCH LOCATION AND <br /> 'AT THE DATE INDICATED IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES <br />
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