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ARCHIVED REPORTS_2016
Environmental Health - Public
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6484
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_2016
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Entry Properties
Last modified
7/18/2020 7:46:13 AM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2016
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2016.tif
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EHD - Public
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BORING NO. SG -10A <br />COORDINATES: N. 2199283.53 <br />E 6435446.44 <br />PROJECT: Foothill Landfill PROJECT NUMBER: 77631211799 FIELD GEOLOGIST: Michael Glas TOC ELEV: 320.8 <br />LOCATION: Foothill Sanitary Landfill DRILLING METHOD: Sonic CHECKED BY: JC Isham GROUND ELEV: 317.3 <br />DRILL CO.: Yellow Jacket Drilling SAMPLING METHOD: Continuous Core APPROVED BY: JC Isham DATE BEGAN: 5 /1 712 01 6 <br />DRILLER: Jose Munguia BORING: 10" to 76', 8" from 76'to 262' DATE FINISHED: 5/192016 <br />SCREEN: Diameter: 2" CASING: Diameter: 2" TOTAL DEPTH: 262' SURVEY DATE: 8/312016 <br />Length: 3x20'screens Length: 53', 143', and 243' SAND PACK: nominal 3/8" Pea Gravel DATUM: NAD83 in feet <br />Type/Size: 0.020" slot SCH 80 PVC Type: SCH 80 PVC TRANSISTION SAND: None <br />Elevation <br />Depth <br />(ft ams]) <br />(bgs in ft) <br />Well Completion <br />Time <br />Profile <br />Description <br />Comments <br />As above. <br />226.30 <br />91.0 <br />225.30 <br />92.0 <br />224.30 <br />93.0 <br />223.30 <br />94.0 <br />222.30 <br />95.0 <br />221.30 <br />96.0 <br />1355 <br />Siftstone, light reddish broom (5YR6/3), dry, medium induration. <br />220.30 <br />97.0 <br />219.30 <br />98.0 <br />218.30 <br />99.0 <br />217.30 <br />100.0 <br />Sandstone, fine grained, -30% sift, brown (10YR4/3), dry, well <br />indurated. <br />216.30 <br />101.0 <br />215.30 <br />102.0 <br />Sandstone, fine grained, -10% sift, brown (10YR4/3), dry, well <br />indurated. <br />214.30 <br />103.0 <br />213.30 <br />104.0 <br />212.30 <br />105.0 <br />1430 <br />211.30 <br />106.0 <br />210.30 <br />107.0 <br />209.30 <br />108.0 <br />208.30 <br />109.0 <br />207.30 <br />110.0 <br />illstone, brawn (10YR4/3), moist, well indurated. <br />206.30 <br />111.0 <br />Efs <br />205.30 <br />112.0 <br />Sandstone, fine grained, brown (10YR413), moist, well indurated. <br />204.30 <br />113.0 <br />203.30 <br />114.0 <br />202.30 <br />115.0 <br />201.30 <br />116.0 <br />1450 <br />Sittstone, -20%fine sand, brown (10YR4/3), moist, well indurated. <br />200.30 <br />117.0 <br />Tj <br />199.30 <br />118.0 <br />Sandstone, fine grained, dark yellowish brown (t 0YR4/4), dry, <br />poorly indurated. <br />198.30 <br />119.0 <br />197.30 <br />[120.0 <br />Sandstone, fine grained, brown (10YR4/3), moist, well indurated. <br />Page 29 of 43 <br />
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