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EHD Program Facility Records by Street Name
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2200 - Hazardous Waste Program
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PR0507070
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COMPLIANCE INFO
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Last modified
12/5/2018 10:43:28 AM
Creation date
11/6/2018 8:38:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0507070
PE
2220
FACILITY_ID
FA0007703
FACILITY_NAME
ADVANCED INTERCONNECT TECHNOLOGIES
STREET_NUMBER
555
STREET_NAME
CARNEGIE
STREET_TYPE
ST
City
MANTECA
Zip
95337
APN
22119064
CURRENT_STATUS
02
SITE_LOCATION
555 CARNEGIE ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS3\222IAError\IAError\C\CARNEGIE\555\PR0507070\COMPLIANCE INFO\COMPLIANCE INFO.PDF
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Advanced Interconnect Technologies <br />Source Reduction Plan <br />Page 14 <br />Site Name: Advanced Interconnect Technologies <br />Reporting Year: 1998 L Change in ll. Tedmical III, Economic IV. Effects on V. Employee Ha VI. State a Lain VII, Release <br />CWC: 131 (Rinse Water pH>12.5) Her. Waste Feesibiley Evaluation PmEuct Duality Impllwtions Law Compluroe Discharges <br />Approaches <br />Measures <br />W= <br />R <br />5 <br />RXW <br />W= <br />R <br />2 <br />RXW <br />W= <br />R <br />1 <br />RXW <br />W= <br />R <br />3 <br />RXW <br />W= <br />R <br />7 <br />RXW <br />W= <br />R <br />8 <br />RXW <br />W= <br />R <br />4 <br />RXW <br />TOTAL <br />Sum <br />(RXW) <br />Input <br />None identified <br />a <br />0 <br />0 1 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />a <br />0 <br />0 <br />Changes <br />Operational <br />None Identified <br />0 <br />Operational <br />Noneldentified <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />a <br />0 <br />Improvement <br />Production <br />None Identified <br />o <br />0 <br />0 0 <br />Production <br />Decrease Flow Rate to <br />1 <br />5 <br />1 <br />2 <br />1 <br />1 <br />1 <br />3 <br />1 <br />7 <br />1 <br />a <br />1 <br />4 <br />28 <br />Process <br />Tank 12 <br />Changes <br />Changes <br />Product <br />None Identified <br />0 <br />a <br />0 a <br />0 <br />0 <br />0 <br />product <br />lNoneldentified <br />0 <br />0 <br />0 <br />0 <br />a <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Reformulations <br />Administrative <br />None Identified <br />o <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Administrative <br />lNomildetitfildid <br />a <br />o <br />a <br />a <br />a <br />o <br />0 <br />0 <br />a <br />a <br />a <br />a <br />o <br />0 <br />0 <br />Steps <br />1-1 <br />TABLE 7. RINSE WATER pH > 12.5 MEASURES <br />6.1.1.3.7.3. Production Process Changes — Decrease <br />required flow rate to tank 12 (line 1) and tank 13 <br />(line 2). <br />6.1.1.3.7.3.1. Selected — A evaluation will be <br />conducted to determine the minimum <br />amount of water needed to effectively <br />reduce chemical carry over into these <br />particular rinse tanks. <br />6.1.1.3.7.4. Product Reformulations — No measures <br />identified. <br />6.1.1.3.7.5. Administrative Steps — No measures identified. <br />6.1.1.3.8. Anodizing Baths (Liquid with off < or = 2 with <br />metals) (CWC 792) Table 8. contains a summary of the <br />measures considered. <br />Site Name: Advanced Interconnect Technologies <br />Reporting Year: 1998 <br />CWC: 792 Anodizing Baths (Liquid with pH � or= 2 with Metals) <br />I. Change in II. Technical IIL Ecanamic IV. Effects on V. Employee Ha VI. State 8 Laval VII. Release <br />H. Waste Feasibilky Evaluation Producl Duality Implications Lew Canpluros Oischarpes <br />Approaches <br />Measures <br />VJ= <br />R <br />5 <br />RXW <br />W= 2 <br />R R X W <br />W= <br />R <br />1 <br />R X W <br />W= <br />R <br />3 <br />R%W <br />W. <br />R <br />7 <br />RXW <br />W= <br />R <br />a <br />RXW <br />W= <br />R <br />4 <br />R%W <br />TOTAL <br />sum <br />(RXVV) <br />Input <br />None Identified <br />0 <br />0 <br />a a <br />a <br />a <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Changes <br />Operational <br />None Identified <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />a <br />a <br />a <br />a <br />o <br />a <br />0 <br />Improvement <br />Production <br />None Identified <br />o <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Process <br />Changes <br />Product <br />None Identified <br />0 <br />a <br />0 a <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />o <br />a <br />0 <br />0 <br />Reformulations <br />Administrative <br />None Identified <br />o <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Steps <br />TABLE 7. RINSE WATER pH > 12.5 MEASURES <br />
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