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COMPLIANCE INFO_2022
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COMPLIANCE INFO_2022
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Entry Properties
Last modified
4/6/2022 11:30:36 AM
Creation date
4/1/2022 4:30:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2022
RECORD_ID
PR0522742
PE
2227
FACILITY_ID
FA0005630
FACILITY_NAME
CENTRAL VALLEY WASTE SERVICES
STREET_NUMBER
1333
Direction
E
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95241
APN
04908045
CURRENT_STATUS
01
SITE_LOCATION
1333 E TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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Hazardous Waste Tank Assessment January 21,2022 <br /> Central Valley Waste Services Project No.1246 <br /> Lodi,CA Page 3 <br /> equipment meeting 22 CCR §66265.1920) 122 CCR §66265.192(k)(7)1 <br /> The steel secondary tank provides at least 110% of the volume of the primary tank. <br /> • Hazardous characteristics of the waste(s) that have or will be handled 122 CCR <br /> §66265.192(k)(8)1 <br /> Used motor oil is classified as non-RCRA, California-regulated hazardous waste. The <br /> used oil is generated during routine maintenance of site vehicles. The Unified Fire Code <br /> classifies used oil as a Class IIIB combustible liquid. Site personnel maintain caution that <br /> only used oil is pumped to the AST. Therefore, it is unlikely that used oil in the AST <br /> would exceed ignitable characteristics of a hazardous waste. Used oil may contain heavy <br /> metals that exceed the toxicity characteristics of hazardous waste. Used oil is not <br /> considered corrosive and is compatible with the steel primary tank. <br /> • Prior to placing the new tank system or component in use, inspect the system for(a)weld <br /> cracks or breaks, (b) scrapes of protective coating, (c) corrosion, any structural damage or <br /> inadequate construction or installation {22 CCR §66265.192(k)(9)1: <br /> The tank is approximately 20 years old. Present condition is level and dry. There is no <br /> evidence of weld cracks or breaks, scrapes of protective coatings, corrosion, or any <br /> structural damage or inadequate construction or installation. <br /> • The results of tank tightness test prior to prior to being placed into use 122 CCR <br /> §66265.192(k)(10)} <br /> The AST was pressure tested at the factory to UL 142 specifications (3 psi). Tightness <br /> testing at this time is not required. <br /> • The estimated remaining service life of the tank system {22 CCR §66265.192(k)(11)} <br /> According to the literature on steel tanks, if there is adequate design, competent <br /> construction, along with regular maintenance and qualified inspections, a steel tank can <br /> last for more than 100 years. One of the key variables for corrosion in a steel tank is the <br /> presence of corrosives (e.g., acid) and the presence of water (e.g., condensate) in direct <br /> contact with the inside of the tank for long periods of time. Since this tank contains used <br /> oil (non-corrosive) and is pumped out regularly, it is unlikely that water will remain in <br /> contact with the steel substrate for long periods. Tanks of this type typically have a 30-year <br /> warranty. The tank should be replaced when the steel substrate is compromised because of <br /> corrosion. Typically,the condition of the inside of the primary tank is determined by visual <br /> inspection in combination with the use of ultrasonic testing (UT), which measures tank <br /> thickness. Due to the lack of access, the measurement of the primary tank thickness on a <br /> double wall tank is not possible using UT. We estimate that the remaining service life of <br /> this tank is approximately 10 years. However, the service life may be extended if a <br /> certified professional determines there is minimal risk from corrosion. Per 22CCR <br /> §66265.192(h)(1),this tank will be re-assessed by an engineer within 5 years of the date of <br /> this report. <br /> • Tank foundation will maintain the load of a full tank {22 CCR §66265.192(a)(5)(A)}: <br /> The dead load weight of the full tank is estimated to be 9,000 pounds. The tank is set on <br /> a reinforced concrete pad that is at least 6-inches thick. The foundation will maintain the <br /> load of this tank. <br />
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