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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
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SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1988_4.tif
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EHD - Public
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n <br />U <br />n <br />J <br />11 <br />IF <br />F1 <br />). H. KLEINFELDER & ASSOCIATES <br />File: W-2022-1/11:312 <br />June 19, 1986 <br />Page 2 <br />0i r <br />The purpose of this hydrogeologic evaluation is to <br />supplement the previous geologic report and to provide input on <br />what information exists on the occurrence of ground water in the <br />vicinity of the Corral Hollow Landfill. Specifically, this <br />report addresses the following subjects.- <br />(III.) <br />ubjects:(III.) Supplementary Information. on Previous Geologic <br />Investigation: <br />(A) Elevations of borings performed during the geologic <br />investigation; Backfilling of borings at Corral Hollow; <br />and <br />(B) Permeability tests, results, and procedures; <br />(IV.) Review of Existing Hydrogeologic Information: <br />(A) Information from Proposed Community of Carnegie <br />Investigation -- Completion depths and geologic <br />information from wells at Carnegie; <br />(B) Geologic information from Musco Olive investigation; <br />(C) Anticipated Aquifer Conditions at Corral Hollow <br />Landfill. <br />PREVIOUS <br />III. SUPPLEMENTARY INFORMATION ON • • _ • <br />A. Existinc Boreholes <br />The field investigations for the previous geologic report <br />included drilling and sampling four exploratory borings. At the <br />time of drilling no free water was encountered in the boreholes. <br />The holes were left open at that time to verify that ground water <br />would not subsequently enter the boreholes, allowing them to be <br />used for the installation of monitoring wells. The boreholes <br />were recently checked, and remain dry. The existing boreholes <br />will be scheduled for backfilling with a cement/bentonite slurry <br />within the next three to four weeks. The elevations of the <br />borings have not been surveyed. Approximate boring elevations <br />from the U.S.G.S. topographic map for the area are as follows: <br />
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