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CO0053618
Environmental Health - Public
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CO0053618
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Last modified
7/11/2023 1:53:04 PM
Creation date
7/11/2023 1:10:02 PM
Metadata
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Template:
EHD - Public
ProgramCode
2500 – Emergency Response Program
RECORD_ID
CO0053618
PE
2546
FACILITY_NAME
LEPRINO FOODS
STREET_NUMBER
2401
Direction
N
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
APN
21307050
ENTERED_DATE
3/31/2021 12:00:00 AM
SITE_LOCATION
2401 N MACARTHUR DR
RECEIVED_DATE
3/31/2021 12:00:00 AM
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\bmascaro
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EHD - Public
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3. Engineering Review of Tanks & Equipment Covered by CalARP Program <br />C:\TRICH\Jobs\4515582 Leprino Tracy\Report\Leprino Tracy CalARP 040221.docx 3-7 <br />embedment. The result of our anchorage analysis is a maximum DCR ratio of 0.82 <br />indicating that the existing anchorage is adequate. This result is based on ¾-inch <br />diameter anchors to be conservative. What appears to be an ammonia leak detector <br />was found, along with level detection and shutdown. <br />The Ammonia High Pressure Receiver tank (HPR-1) (Figure 3-45) is anchored to the <br />foundation with eight ¾-inch to 1-inch diameter bolts (Figure 3-46). Based on <br />information provided by Leprino Foods, the tank is approximately 15 percent full of liquid <br />ammonia. Based on available foundation drawings, the anchors are 1-inch diameter <br />A307 anchors with 12-inch embedment. The result of our anchorage analysis is a <br />maximum DCR ratio of 1.03 indicating a slight overstress in the existing anchorage. The <br />overstress is negligible and deemed acceptable. <br />The ammonia Intercooler IC-1 (Figure 3-47) has an ID plate noting a manufacture date <br />of 1999 and is the only piece of equipment in the Intercooler Yard outside the Main <br />Engine Room where a manufacture or installation date was found. Other equipment in <br />this area was not dated, but appeared to be of approximately the same age. This would <br />indicate the equipment in the Intercooler Yard was permitted under the 1997 UBC, and <br />therefore adequate unless anchorage has been removed. Anchorage for the tank was <br />not visible due to insulation, but available drawings indicate four 1-inch diameter A307 <br />bolts with 12-inch embedment. The result of our anchorage analysis is a maximum DCR <br />ratio of 1.05 indicating a slight overstress in the existing anchorage. The overstress is <br />negligible and deemed acceptable. <br />The Ice Builder (IB-1) does not appear to be anchored, but is so large that anchorage <br />may be internal (Figures 3-48 and 3-49). Three pumps and their motors at the west end <br />of this unit (Figure 3-50) are well anchored and if IB-1 is not well anchored, the <br />connections between IB-1 and the pumps may rupture. If IB-1 was permitted under the <br />1997 or later CBC, then it is likely to be anchored. There is no indication anchorage has <br />been removed. Three vessels on top of IB-1 (FFC-1, AV-304 and AV-305) appear to be <br />well anchored to the unit. It is recommended that anchorage be verified for IB-1. If <br />anchorage is not provided, it is recommended that anchorage be provided at the visible <br />steel skid.
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