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COMPLIANCE INFO_PRE 2019
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PR0514138
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COMPLIANCE INFO_PRE 2019
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Entry Properties
Last modified
2/28/2019 4:22:31 PM
Creation date
10/31/2018 12:27:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0514138
PE
2230
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
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\C\CLARK\3927\PR0514138\COMPLIANCE INFO 1991 - 2011.PDF
QuestysFileName
COMPLIANCE INFO 1991 - 2011
QuestysRecordDate
11/14/2017 5:47:21 PM
QuestysRecordID
3727153
QuestysRecordType
12
QuestysStateID
1
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EHD - Public
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Table a <br /> Summary of LCR Requirements <br /> Pick-R-Pull <br /> Stockton,Cagfomla - <br /> Code Section Requirement Comments <br /> 66265.192(a) Owners or operators of new tank systems or components shall ensure that the <br /> foundation,structural support,seams,connections,and pressure controls(if <br /> applicable)are adequately designed and that the tank system has sufficient structural Used QM89W Antgreaze-HDPE secondary containment on concrete slab,tank flush mounted on grade.Retlalmed <br /> strength,compatibility with the waste(s)to be transferred,stored or treated,and Gasoline-double walled steeilcorrsete tanks located in bermed area on concrete slab. <br /> corrosion protection so that it will not collapse,rupture,or fall. <br /> 66265.192(a)(3)(B) the type and degree of extemal corrosion protection that are needed to ensure the <br /> integrity of the tank system during the use of the tank system or component, <br /> consisting of one or more of the followin <br /> 1.corfosion-resistant materials of construction such as special alloys or fiberglass- Used O Haste Antifreeze-XLPE container,no cnmosive pmtaclion for XLPE.Reclaimed Gasoline double walled <br /> reinforced plastic, ateegconcvete tanks. <br /> 2.corrosion-resistant coaling(such as epoxy or fiberglass)with cathodic protection <br /> (e.g.,im teased current or sacrificial anodes);and RA <br /> 3.electrical isolation devices such as insulating joints and flanges; NA <br /> 66265.192(a)(5)(A) Design considerations to ensure that Tank systems will be anchored to prevent on grade <br /> dislodgement where tanks stem is located in a seismic fault zone. <br /> 66265.192(e) Ancillary equipment shall be supported and protected against physical damage and <br /> excessive stress due to settlement,vibrolion,expansion or contraction. Oil croshac 8 Sump tank'great bmf stands boned to concrete slab <br /> 66265.192(1) The owner or operator shall provide the type and degree of corrosion protection <br /> necessary,based on the information provided under subsection(a)(3)of this section, <br /> to ensure the integrity of the tank system during use of the tank system.The <br /> installation of a corrosion protection system that is field fabricated shall be supervised RA <br /> by an independent corrosion expert to ensure proper installation. - <br /> 66265.1920)(1) tank system muss have secondary containment capable of containing 700 percent of <br /> the contents of the tank and ancillary piping volume;and Yes <br /> 66265.7920)(2) If the tank system is exposed to precipitation,the secondary containment system <br /> must have sufficient capacity,in addition to that required In subsection 0)(1)of this Under morlcanopy.Exterior tanks double walled. <br /> section,to contain run-on and Infiltration from a 25-year,24-hour rainfall event. <br /> 66265.192 0)(3) The tank system sergndary containment shall be provided with a leak detection <br /> system that is designed and operated sc that it will detect either the failure of the <br /> primary and secondary containment structure or any release of hazardous waste or <br /> accumulated liquid in the secondary containment system within 24 hours,or at the visual Inspection <br /> earliest practicable time if the existing detection technology or site conditions will not <br /> allow detection of a release within 24 hours. <br /> 66265.192(k)(1) Tank configuration,material of construction and gross capacity. Sae Table t OI�lJ <br /> 66265.192(k)(2) Design standards,if available according to which the tank and ancillary equipment I 3 , <br /> were constructed and all of the followinginformation. f <br /> 66265.192 k 2 A material of construction XLPE.Steel) oncrefe I p <br /> 66265-192 k 2 B material thickness and the method used to determine the thickness Will field verification for XLPHMFR Spats for Waste Gasolne - !Tl <br /> 66265.192 k 2 C description of tanks stem pipingsteeuFlexmvc '- _ <br /> 66265.792 k 2 D description of any internal and external um s'and Double diaphragm pumps(external) - <br /> 66265.192 k 2 E sketch or drawing of the tank including dimensions. Yes(see Figure 3 and Appendix C) <br /> 66265.192(k)(3) Documented age of the tank system fir <br /> Use Oil and Waste Anlifi atee(1995).GAS1(urdcmwn).GAS2(1999), <br /> O <br /> 66265.192 k 4 Description and evaluation of an leak detection equipment. <br /> NA-visual.GAst/GAS2 annual space inspecran <br /> 66265.192(k)(5) Description and evaluation of any cormston protection equipment,devices or HA-XLPE✓conuete ennead or [ J <br /> material. painted. <br /> U L !il <br /> Page 1 of 3 <br />
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