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COMPLIANCE INFO_2021
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2200 - Hazardous Waste Program
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PR0514138
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COMPLIANCE INFO_2021
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Last modified
8/18/2021 2:53:44 PM
Creation date
5/20/2021 11:00:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2021
RECORD_ID
PR0514138
PE
2250
FACILITY_ID
FA0010034
FACILITY_NAME
PNP Stockton #80
STREET_NUMBER
3927
Direction
E
STREET_NAME
CLARK
STREET_TYPE
DR
City
STOCKTON
Zip
95215
APN
17917109
CURRENT_STATUS
01
SITE_LOCATION
3927 E CLARK DR
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\gmartinez
Tags
EHD - Public
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OLE,A,P\THCON <br />associated tank tightness testing data is not available. After discussions with SJCEHD on <br />how to properly meet this requirement for tanks that do not have available integrity testing at <br />the time of installation, EarthCon reached out to the DTSC, on behalf of Pick -n -Pull, <br />regarding requirements for tank testing. Through a series of phone calls and emails from <br />January through March 2019, DTSC clarified that tanks are required to have integrity or leak <br />testing and that Title 22 California Code of Regulations (CCR) § 66265 provides a number of <br />ways in which that can be accomplished, including visual inspections. Since testing records <br />are not available for when the existing tanks were installed, it is recommended that leak <br />testing can be achieved by visual inspection. The tanks should be inspected daily for leaks <br />and/or damage by site personnel using the inspection form provided in Appendix E or an <br />equivalent Pick -n -Pull document. In the event that a tank is replaced in the future, tank <br />integrity testing should be done at the time of installation. <br />• Tank clips and/or bolts were not observed. However, installation of tank clips and/or seismic <br />cables are not recommended. After discussions with a representative from Poly Processing <br />(manufacturer), and as evaluated by our Civil P.E., it was concluded that significant <br />movement of these types of tanks are unlikely given their stable construction. The tanks <br />height and width ratios make them unlikely to tip over during a seismic event. <br />• Secondary containments associated with the hazardous waste tank system are compliant <br />with the regulations identified in 22 CCR 66265. They are in good condition with no apparent <br />leaks or other damage. The containment volumes are sufficient to contain the volume of the <br />largest tank and longest piping run within each compartment. The construction material type <br />(XLPE or HDPE) of the secondary containment are compatible with the materials stored, <br />subject to the exceptions specified above for 01-04 and Al -A4. There are no <br />recommended corrective actions regarding secondary containment at this time. Secondary <br />containments should continue to be inspected daily by site personnel for evidence of leaks <br />and/or damage site personnel using the inspection form provided in Appendix E or an <br />equivalent Pick -n -Pull document. Any debris, parts, or equipment observed within the <br />containments during inspections should be removed immediately. <br />• The piping associated with the hazardous waste tank system is compliant with the <br />regulations identified in 22 CCR 66265. It is in good condition with no leaks or other <br />damage and is compatible with the service for the used oil, waste antifreeze, and waste <br />gasoline/diesel drain systems. The piping is adequately supported and protected against <br />Hazardous Waste Tank Assessment Stockton, CA <br />Schnitzer Steel — Pick -n -Pull 9 Project No. 04.20160002 <br />
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