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COMPLIANCE INFO_1992 - 2012
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2231-2238 – Tiered Permitting Program
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PR0507158
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COMPLIANCE INFO_1992 - 2012
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Last modified
8/17/2020 12:19:51 PM
Creation date
7/30/2020 7:44:05 AM
Metadata
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Template:
EHD - Public
ProgramCode
2231-2238 – Tiered Permitting Program
File Section
COMPLIANCE INFO
FileName_PostFix
1992 - 2012
RECORD_ID
PR0507158
PE
2231
FACILITY_ID
FA0005324
FACILITY_NAME
SILICON TURNKEY SOLUTIONS
STREET_NUMBER
400
STREET_NAME
INDUSTRIAL PARK
STREET_TYPE
DR
City
MANTECA
Zip
95337
APN
22119048
CURRENT_STATUS
02
SITE_LOCATION
400 INDUSTRIAL PARK DR
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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SJGOV\gmartinez
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\MIGRATIONS\Tiered Permitting\I\INDUSTRIAL\400\PR0507158\COMPLIANCE INFO 1992 - 2012.PDF
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CONDOR EARTH TECHNOLOGIES INC <br /> 188 Frank West Circle Suite I <br /> Stockton CA 95206 <br /> Phone 209.234.0518 <br /> o FAX 209.234.0538 <br /> CONDOR www.condorearth.com <br /> June 7,2004 <br /> Ahmed Kamal <br /> Silicon Turnkey Solutions <br /> 400 Industrial Park Drive <br /> Manteca,CA 95337 <br /> Subject: Treatment Tank Certification <br /> Condor Project No.4446 ` <br /> Dear Mr. Kamal: <br /> This letter certifies that the treatment tanks located south of the Silicon Turnkey Solutions facility in <br /> Manteca are within secondary containment sufficient to contain 100%of the largest tank capacity plus the <br /> precipitation from a 25-year 24-hour rainfall event. The tanks appear suitably designed for their intended <br /> use in size and material as a result of visual observations. No evidence of tank leaks,overflows, or <br /> significant corrosion were noted. <br /> The coated steel and plastic tanks were replaced in 1998. An inspection of the tanks on June 3,2004, <br /> indicated that the tanks were maintaining structural integrity with no observed visible leaks. Some <br /> limited rusting was observed,but this appeared to be limited to minor exterior corrosion. This rusting did <br /> not appear to be threatening the structural integrity of the tanks. <br /> The secondary containment is lined and painted concrete. The secondary containment horizontal surfaces <br /> was coated with non-skid epoxy when the tanks were replaced that is intended to be corrosion resistant. <br /> The vertical surfaces of the secondary containment are painted. There was no visible evidence of exposed <br /> cracks in the secondary containment. <br /> The volume of the largest tank(clarifier)was calculated to be approximately 5,087 gallons. Precipitation <br /> from a 25-year,24-hour rainfall event falling directly onto the exposed secondary containment area totals <br /> approximately 1,449 gallons. The total secondary containment comprises approximately 8,925 gallons. <br /> Consequently,the secondary containment is capable of handing 100%of the largest tank and the 25-year <br /> 24-hour rainfall with an additional available capacity in the secondary containment of approximately <br /> 2,389 gallons. <br /> The leak detection system for the tanks is visual observation. The tanks are supported on stands or I- <br /> beams and full under-tank visibility is afforded for some tanks while any released material would be <br /> visible running out from under the other tanks. <br /> No foundation failure of the slab was visually evident. The tanks have been bolted to the slab. This <br /> evaluation did not include seismic calculations. <br /> No underground piping is included in this certification, however the following description is provided. <br /> There are four potential source of material that can enter the treatment system. Acid waste from a plating <br />
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