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COMPLIANCE INFO_2021
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2800 - Aboveground Petroleum Storage Program
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PR0527758
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COMPLIANCE INFO_2021
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Entry Properties
Last modified
12/4/2025 3:29:08 PM
Creation date
1/19/2021 3:56:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2800 - Aboveground Petroleum Storage Program
File Section
COMPLIANCE INFO
FileName_PostFix
2021
RECORD_ID
PR0527758
PE
2832 - AST FAC 10 K - </=100 K GAL CUMULATIVE
FACILITY_ID
FA0003938
FACILITY_NAME
CDCR-NORTHERN CALIFORNIA YOUTH CORRECTIONAL CENTER
STREET_NUMBER
7650
Direction
S
STREET_NAME
NEWCASTLE
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
18115002
CURRENT_STATUS
Inactive, non-billable
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
Site Address
7650 S NEWCASTLE RD STOCKTON 95215
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EHD - Public
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In-Service AST Inspection Report <br /> Formal External Inspection of Tank 2 <br /> CDCR—NCYCC <br /> Page 5 <br /> integrity of the Tank. Condor recommends removal of the damaged coating and external <br /> corrosion from the Tank followed by the application of a protective coating. <br /> 2. Original Shell Thickness of the AST <br /> 2.1. Original Tank documentation was not provided for review. <br /> 2.2. Examination of the manufacturer's nameplate was possible. However, original thickness <br /> information was not included on the Tank nameplates. <br /> 2.3. In the absence of the manufacturer information, the inspector could not establish the <br /> original documented shell thickness specifications. <br /> 2.4. The primary tank could not be accessed to measure the shell thickness in various areas to <br /> be used as baseline measurements. <br /> 3. Horizontal ASTs <br /> 3.1. The shell surface was inspected for indications of exterior corrosion,buckling, distortion, <br /> cracking,pinholes,or mechanical damage. The Tank appeared to be in good condition. <br /> 3.2. The Tank shell was inspected for indications of modifications that may have been made <br /> after its fabrication. The inspector did not identify indication of modification after <br /> fabrication. <br /> 4. Double-Wall and Double-Bottom Tanks <br /> 4.1. The Tank was not equipped with automatic leak detection equipment. It had a manual <br /> observation port for checking the condition of the interstitial area. <br /> 4.2. The inspector accessed the observation port to check for the presence of water or other <br /> materials in the interstice. The interstitial area appeared to be dry and free of liquid(water <br /> or product). As a result, leak tests or thickness measurements of the secondary tank were <br /> not necessary. <br /> 4.3. Thickness measurements are not required for the primary (inner) tank. Some external <br /> corrosion was identified; thickness of the secondary (outer)tank in the areas of corrosion <br /> was measured (see Figure 1) and from unaffected areas for comparison. Steel thickness <br /> measurements from several areas of coating failure were similar to the steel thickness <br /> measurements of areas where coating was intact.Coating failure in the areas measured,did <br /> not appear to have impacted the integrity of the Tank. <br /> 3.2 INSPECTION SUMMARY <br /> Leak Testing <br /> The formal external inspection of the Tank indicated that supplemental leak testing was not necessary. <br /> Requirements for Continued Tank Service <br /> The STI SP001 Standard requires the owner or operator of an aboveground tank to perform and document <br /> monthly and annual inspections. Refer to the checklists contained in Attachment B. These documents <br /> should be completed by the owner or operator on a monthly and annual basis as part of the Facility's Spill <br /> Prevention, Control, and Countermeasures(SPCC)Plan. <br /> The following requirements are based on the industry standards SP001, UL 2085, UL142, and good <br /> engineering practices. These requirements limit potential for catastrophic discharges during operation of <br /> the Tank: <br /> �� CONDOR <br />
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