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ARCHIVED REPORTS_1988_4
Environmental Health - Public
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ARCHIVED REPORTS_1988_4
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Last modified
7/17/2020 3:52:56 PM
Creation date
7/3/2020 11:04:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1988_4
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1988_4.tif
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EHD - Public
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7 <br />). H. KLEINFELDER & ASSOCIATES <br />File: W-2022-1/11:312 <br />June 19, 1986 <br />Page 11 <br />C. Anticipated Aquifer Conditions at Corral Hollow Landfill <br />In the geologic investigation conducted for the City of <br />Tracy at the Corral Hollow landfill four test borings were <br />drilled to evaluate the ground water conditions. Borings drilled <br />range from 70 to 100 feet deep as measured from ground surface. <br />Boring number 4 was drilled at the bottom of Trench 9 to a depth <br />of 82 feet. No ground water was encountered in any of the <br />borings. The following discussion is excerpted from the report <br />of that geologic investigation dated December 2, 1985: <br />• <br />In general, the materials encountered in Borings 1 through 4 <br />consisted of brownish siltstone, claystone, and clay soils <br />with varied layers of gravel and clayey gravel. The <br />materials are generally very hard and extend to the maximum <br />depths explored. These materials are interbedded and <br />compose the alluvial fans and stream channels of the <br />alluvial plains and fans geomorphic unit they were deposited <br />In. In all borings, the bottom 20 feet consisted of very <br />low permeability clayey siltstone or clayey gravel. A more <br />detailed description of the materials encountered in the <br />test borings are noted on the Logs of Borings (included in <br />Appendix C). All soils have been classified according to <br />the Unified Soil Classification System. <br />revzT61615*. <br />The predominate water -bearing strata on the west side of the <br />valley is the Tulare Formation. The Corcoron clay layer of <br />the Tulare Formation separates more saline water above from <br />less saline water below. Our previous research indicates <br />that wells on the order of 600 to 900 feet deep have been <br />required to obtain significant volumes of cleaner water. <br />The Musco Olive project, previously referenced, is <br />approximately at the same elevation and distance west from <br />Interstate 580. A deep test boring to 225 feet through similar <br />materials was dry while a shallower test boring encountered <br />seepage from a perched ground water source at only 39 feet. <br />During the geologic investigation at Corral Hollow Landfill, <br />Boring 4 was drilled at the bottom of Trench 9 (approximately 45- <br />50 feet below grade) to a depth of 82 feet and was dry. <br />
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