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COMPLIANCE INFO_2019
EnvironmentalHealth
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2200 - Hazardous Waste Program
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PR0514138
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COMPLIANCE INFO_2019
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Last modified
6/7/2021 10:49:37 AM
Creation date
6/23/2020 11:02:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2019
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\dsedra
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EHD - Public
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I)EAkTHCONO <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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