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COMPLIANCE INFO_1992-1993
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COMPLIANCE INFO_1992-1993
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Last modified
6/24/2021 9:44:14 AM
Creation date
7/3/2020 11:19:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1992-1993
RECORD_ID
PR0440079
PE
4461
FACILITY_ID
FA0001192
FACILITY_NAME
MACDONALD ISLAND/SHIELDS NATL
STREET_NUMBER
111
Direction
N
STREET_NAME
ZUCKERMAN
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
12908053
CURRENT_STATUS
02
SITE_LOCATION
111 N ZUCKERMAN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\sfrench
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FilePath
\MIGRATIONS\SW\SW_4461_PR0440079_111 N ZUCKERMAN_1992-1993.tif
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EHD - Public
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Mr. Robert Graulich <br /> Page 5 <br /> disintegrate into smaller particles) . Wadham, therefore, had to <br /> design a test method which would simulate the forces expected to be <br /> exerted upon the ash. To accomplish this, Wadham employed the <br /> services of ENSR and RJ Lee. <br /> The test method, detailed in the February 1991 ENSR report, <br /> involved placing varying amounts of ash into a cylindrical press <br /> and exerting forces up to 90 pounds per square inch (psi) on the <br /> ash (in a uniform compression method) . This method of testing was <br /> chosen because it was anticipated that "the most prevalent <br /> condition that might impose high, localized, forces that exceed the <br /> fracture stress of the ash is direct compression from heavy <br /> vehicles.2#v <br /> The results of this testing demonstrated that there was no <br /> consistent or significant increase in the amount of particles with <br /> a size of <10 microns. What the testing did demonstrate is that <br /> fracturing of the particles did occur, but was primarily observed <br /> in the larger particles, which fractured into particles from <br /> 11 ® 45 microns in size. <br /> Assessment of Risk: In determining whether a waste indeed poses a <br /> hazard which would warrant its regulation as hazardous waste, it is <br /> necessary to assess whether a risk is posed by that waste. <br /> Typically this risk is assessed by comparing the waste's <br /> characteristics to the criteria for identifying hazardous waste <br /> (the Article 11, 22 CCR criteria) . In this case, there is no <br /> specific numeric criterion to which the ash's silica concentrations <br /> may be compared. <br /> The definition of hazardous waste found in §2'5117, HSC states that <br /> a waste is hazardous waste if it, "because of its quantity, <br /> concentration, or physical, chemical, or infectious characteristics <br /> may either: (A) Cause, or significantly contribute to an increase <br /> in mortality or an increase in serious irreversible, or <br /> incapacitating reversible, illness; or (B) Pose a substantial <br /> present or potential hazard to human health or environment when <br /> improperly treated, stored, or disposed of, or otherwise managed" <br /> (emphasis added) . The terms "significantly" and "substantial" are <br /> not defined in statute or regulation, but are key to interpreting <br /> whether a waste is hazardous. <br /> Regulatory thresholds for compounds and constituents in wastes are <br /> created with these terms in mind, and incorporate risk assessment <br /> when they are established. The exposure scenarios envisioned are <br /> 2ENSR calculated the maximum forces which would be brought to bear on the <br /> ash by heavy equipment to be approximately 42.5 psi, the load anticipated from <br /> a truck loaded with ash. <br />
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