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COMPLIANCE INFO_2025
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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T
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TRACY
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1420
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2300 - Underground Storage Tank Program
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PR0231736
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COMPLIANCE INFO_2025
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Entry Properties
Last modified
3/4/2026 8:06:38 PM
Creation date
11/7/2025 10:04:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2025
RECORD_ID
PR0231736
PE
2361 - UST FACILITY
FACILITY_ID
FA0002562
FACILITY_NAME
SUTTER TRACY COMMUNITY HOSPITAL
STREET_NUMBER
1420
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23308101
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
Site Address
1420 N TRACY BLVD TRACY 95376
Tags
EHD - Public
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Underground Storage Tank <br /> Secondary Containment Testing Report Form <br /> 8. SUMP/UDC TEST <br /> Test Method Developed by 0 Manufacturer 0 Industry Standard ❑ Professional Engineer <br /> Test Type ❑ Pressure ❑ Vacuum 0 Hydrostatic <br /> Test Equipment Used: Caldwell Sump Tester <br /> Sump/UDC ID Piping Sump <br /> Sump Manufacturer Uknown <br /> Sump Depth (inches) 36 inches <br /> Sump Bottom to Top of 22 inches <br /> Highest Pipe Penetration <br /> (inches) <br /> Test Start Time 12:45pm <br /> Initial Reading 2"d Ring <br /> Test End Time 1:15pm <br /> Final Reading 2"d Ring <br /> Change in Reading 0 Change <br /> Pass/Fail Criteria 0.05 in 30 min. <br /> Tightness Test Results 0 Pass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Fail <br /> Sump/UDC ID <br /> Sump Manufacturer <br /> Sump Depth (inches) <br /> Sump Bottom to Top of <br /> Highest Pipe Penetration <br /> (inches) <br /> Test Start Time <br /> Initial Reading <br /> Test End Time <br /> Final Reading <br /> Change in Reading <br /> Pass/Fail Criteria <br /> Tightness Test Results ❑ Pass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Fail <br /> Additional copies of this page may be attached. <br /> All tests marked "Fail"and any repairs made before or during the tightness test must be described in <br /> the COMMENTS section. <br /> Page 3 of 5 <br />
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