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COMPLIANCE INFO_PR0440063_1990-2019
Environmental Health - Public
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COMPLIANCE INFO_PR0440063_1990-2019
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Last modified
7/12/2021 3:46:00 PM
Creation date
7/3/2020 11:20:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PR0440063_1990-2019
RECORD_ID
PR0440063
PE
4467
FACILITY_ID
FA0002971
FACILITY_NAME
MUSCO FAMILY OLIVE CO
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
02
SITE_LOCATION
17950 W VIA NICOLO
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sfrench
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4467_PR0440063_17950 W VIA NICOLO_.tif
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EHD - Public
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MUSCO OLIVE PRODUCTS, INC. <br />AND THE STUDLEY COMPANY <br />CLASS II SURFACE IMPOUNDMENTS <br />TRACY PLANT <br />SAN JOAQUIN COUNTY <br />Musco Olive Products, Inc. operates an olive brining facility five miles southwest of Tracy at an <br />elevation of approximately 280 feet. Musco has constructed two Class H surface impoundments to <br />store and evaporate olive wash water and waste brine. The third surface impoundment is proposed <br />for construction under these waste discharge requirements. <br />Brine and wash water will contain sodium chloride, sodium hydroxide, ferrous gluconate, olive <br />solids and liquids and water. The pH will be less than 12. These wastes are classified as <br />designated under Chapter 15. <br />The climate at the site is such that evaporation is over 100 inches per year, while rainfall is less <br />than 15 inches per year. <br />Ground water beneath the site occurs in three zones. These are: (1) a shallow perched zone of <br />limited areal extent; (2) a large confined aquifer of poor quality water at a depth of about 225 feet, <br />and (3) a second confined aquifer at a depth of about 575 feet. The strata above the first confined <br />aquifer consists mostly of sandy, silty clay, sandy silt and clayey/sandy silt. The strata between <br />the two confined aquifer zones consist of a massive clay zone known as the Corcoran Clay. Due <br />to the confined nature of the aquifers beneath the surface impoundments and the thick sequences of <br />clay, ground water monitoring would not provide early detectionofa leak from the surface <br />impoundments. Therefore, a system of lysimeters is used as the primary leak detection system for <br />the surface impoundments. <br />Lysimeters were placed below the lined surface impoundments at 5 and 10 foot depths to monitor <br />the vadose (unsaturated) zone. There are 2 additional lysimeters placed at a distance from the <br />ponds for purposes of background monitoring. Lysimeters LY -17, -18, -23, and -24 have <br />sporadically detected measurable amounts of water which is believed to be detected from possible <br />leaks in the wastewater delivery pipeline. <br />Further investigation is needed to determine the cause of high TDS readings in the lysimeters. <br />Surface water drainage is to an unnamed dry stream which flows east toward San Joaquin Valley. <br />
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