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ARCHIVED REPORTS XR0000240
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 XR0000240
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Entry Properties
Last modified
2/5/2019 3:38:23 PM
Creation date
2/5/2019 2:07:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000240
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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PROJECT NO. S8100-06-1 I B <br /> ¢ CD BORING/WELL NO. NnN, 9 <br /> I- ~lei J O <br /> PI D <br /> WHW W N ME Z S DATE DRILLED 1/29/96 WATER LEVEL (ATD) 62.0' WELL HEADSPACE <br /> O V- Z W J a H CONSTRUCTION (PPM) <br /> � m J EQUIPMENT Mobile B-61 H.S.A. DRILLER V & W <br /> SOIL DESCRIPTION <br /> 4 INCH ASPHALT — 11bG o G <br /> 1 GRAVEL BASE ROCK <br /> 0,6 <br /> 6 do <br /> 2 ALLUVIUM <br /> Stiff, moist, orange brown, Clayey SILT (ML) °j U °0 U <br /> 3 - - - - - - - - - - - - - - °4 A6 <br /> 4 Stiff, moist,brown, Silty CLAY (CL) 0.6,_ O- <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -40 40, <br /> 5 24 MW9-I Medium dense, moist, light brown, Sandy SILT with (� Go ' ' <br /> 30 <br /> - <br /> 6 0755 some clay (ML) o �. <br /> QOc pOo <br /> 7 <br /> 8 <br /> 0 0 <br /> .19 D o <br /> 9 <br /> 1�d o�o <br /> 1040 MW9-2 a 6 0 24 <br /> 11 0800 0 0 a. <br /> O 4. <br /> _ ° a o °D� <br /> - 12 -Weakly cemented, trace calcium carbonate 0.6 .dA <br /> 13 <br /> -0 o p <br /> 0.�. <br /> 14 41 <br /> -6 -D <br /> O O'o <br /> 15 49 MW9-3 0.6. °-6 40 <br /> 16 0805 -Fine grained sand lease °Q a °D o_ <br /> 0p 0v. <br /> 17 <br /> °6 °4 <br /> 18 <br /> .0 <br /> 06. 06.G o0 <br /> 19 a <br /> o Q <br /> 20 50/6" MW9-4 -Carbonate stringers, weakly cemented o G o 20 <br /> 21 0815 j °do °oo <br /> 06 0.4 <br /> 22 ao °00` <br /> °6 °4 <br /> 23 °0 °o <br /> °0 °-6 <br /> 24oa °0 <br /> 06. -0 <br /> Figure A-1, log of Boring MW 9 Continued Next Page SYD1 <br /> CASING ELEVATION: QUANTITY OF FILTER MATERIAL: 12 - 10011) Bags <br /> DIAMETER&TYPE OF CASING: 4" Dia. PVC WELL SEAI.& INTERVAL: Bent. Chips 54-57ft. <br /> CASING INTERVAL: 0-59ft. WELL SEAL QUANTITY: 2 - 501h Bags <br /> ELL SCREEN: 0,020 in. ANNULUS SEAL/INTERNAL: Cement 0-54ft. _ <br /> SCREEN INTERVAL: 59-79f t. ADDITIVES: None <br /> WELL COVER: 12" Traffic Rated Cover WELL DEPTII: 79.Oft. <br /> FILTERPACK/INTERVAL: #3 Sand 57-79ft. ENGINEER/GEOLOGIST: IAN MOORIIEAD <br /> NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE 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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