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ARCHIVED REPORTS_2016
Environmental Health - Public
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EHD Program Facility Records by Street Name
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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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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 -11A <br />40 COORDINATES: N. 2200182.42 <br />E 6435081.51 <br />PROJECT: Foothill Landfill PROJECT NUMBER: 77631211799 FIELD GEOLOGIST: Michael Glas TOC ELEV: 304.19 <br />LOCATION: Foothill Sanitary Landfill DRILLING METHOD: Sonic CHECKED BY: JC [sham GROUND ELEV: 300.69 <br />DRILL CO.: Yellow Jacket Drilling SAMPLING METHOD: Continuous Core APPROVED BY: JC Isham DATE BEGAN: 4/192016 <br />DRILLER: Jose Munguia BORING: 10" to 71', 8" from 71'to 261' DATE FINISHED: 4222016 <br />SCREEN: Diameter. 2" CASING: Diameter. 2" TOTAL DEPTH: 261' SURVEY DATE: 8/312016 <br />Length: 3z20'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 amsp <br />(bgs in ft) <br />Well Com lotion <br />Time <br />Profile <br />Description <br />Comments <br />As above. <br />59.69 <br />241.0 <br />= <br />Sandstone, fine grained, broom (10YR4/3), moist, medium <br />induration. <br />58.69 <br />242.0 <br />- <br />57.69 <br />243.0 <br />56.69 <br />244.0 <br />- <br />1200 <br />55.69 <br />245.0 <br />- <br />Sikstone, brown (7.5YR42), moist, medium induration. <br />54.69 <br />246.0 <br />53.69 <br />247.0 <br />52.69 <br />248.0 <br />51.69 <br />249.0 <br />50.69 <br />250.0 <br />Sandstone, fine grained, -15% sift, dark brown (7.SYR32), moist, <br />medium induration. <br />49.69 <br />251.0 <br />48.69 <br />252.0 <br />47.69 <br />253.0 <br />46.69 <br />254.0 <br />45.69 <br />255.0 <br />_- <br />Siftstone, brown (7.SYR42), moist, medium induration. <br />44.69 <br />256.0 <br />43.69 <br />257.0 <br />Sandstone, fine grained, -30% silt, brown (10YR4/3), moist. <br />_ <br />medium induration. <br />42.69 <br />258.0 <br />41.69 <br />259.0 <br />40.69 <br />260.0 <br />1330 <br />Drilled from 195'to 261' on 421/16. <br />39.69 <br />261.0 <br />TD=261' <br />38.69 <br />262.0 <br />37.69 <br />263.0 <br />36.69 <br />264.0 <br />35.69 <br />265.0 <br />34.69 <br />266.0 <br />33.69 <br />267.0 <br />32.69 <br />268.0 <br />31.69 <br />269.0 <br />30.69 <br />270.0 <br />Page 43 of 43 <br />
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