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<strong>Using</strong> a <strong>Hazard</strong> <strong>and</strong> <strong>Operability</strong> <strong>Study</strong> (<strong>HAZOP</strong>) to Evaluate a Copper Waste<br />

Treatment System<br />

Shree Dharasker <strong>and</strong> Joan Ning, Applied Materials<br />

3135 Kifer Road, M/S 2763,Santa Clara,<br />

California 95054<br />

Abstract<br />

Applied Materials (AMAT), the worlds largest manufacturer of wafer processing<br />

equipment, announced the opening of a new Equipment <strong>and</strong> Process Integration<br />

Center (EPIC) in 1998. The center houses several new products, including all<br />

the technologies needed for making the copper interconnect (Barrier/Seed<br />

Copper deposition, dielectric deposition, chemical mechanical polishing, <strong>and</strong><br />

electroplating of Copper). EPIC operations therefore generate a significant<br />

amount of copper waste that must be addressed via treatment. Due to a low,<br />

local discharge limit for Copper (0.4 mg/l), a specific copper treatment system<br />

was needed to remove copper from the waste stream. Working together, Applied<br />

Materials Facilities, Environmental, <strong>and</strong> Lab Operations designed <strong>and</strong> built a<br />

Copper Waste Treatment System (CWTS) to effectively treat <strong>and</strong> minimize this<br />

waste stream. The CWTS contains several unit operations that were new to<br />

Applied Materials <strong>and</strong> local regulatory agencies. To evaluate <strong>and</strong> accept the new<br />

treatment system, the design team conducted a <strong>Hazard</strong> <strong>and</strong> <strong>Operability</strong> <strong>Study</strong><br />

(<strong>HAZOP</strong>). The <strong>HAZOP</strong> provided an overall system review that enabled AMAT to<br />

thoroughly underst<strong>and</strong>, operate, <strong>and</strong> permit this system.<br />

This paper will describe the final CTWS solution, the <strong>HAZOP</strong> process used, <strong>and</strong><br />

they key benefits of conducting this study. With the increasing importance of<br />

Copper in semiconductor device structures, this paper will emphasize practical<br />

solutions for addressing aqueous copper waste streams.<br />

Introduction:<br />

As device performance increases, line widths on semiconductors continue to<br />

shrink. This has created problems for aluminum conductors that are currently<br />

used on devices. At the 0.18 micron level, aluminum conductors experience<br />

increased signal delays, reliability <strong>and</strong> heat generation, all of which can damage<br />

the device. It is widely expected that copper will be the metal of choice for 0.18<br />

micron devices <strong>and</strong> beyond. Copper has several advantages over aluminum<br />

including a higher melting point (1083 0 C), low resistivity (1.77 umho/cm), <strong>and</strong><br />

high electromagnetic resistance. Along with the process advantages, copper also<br />

has significant disadvantages such as a low etch rate, high diffusivity into Silicon,<br />

<strong>and</strong> greater environmental impact. As a result of copper processing, there are


new wastes generated which often need special treatment that is not commonly<br />

found at <strong>Semiconductor</strong> Fabrications Facilities.<br />

Copper Processing <strong>and</strong> Waste Treatment at Applied Materials<br />

In 1998, Applied Materials announced the opening of a new Equipment <strong>and</strong><br />

Process Integration Center (EPIC). The center had several tools <strong>and</strong> modules,<br />

including all the technologies required to develop the copper interconnect. EPIC<br />

would be used to demonstrate the capability of Applied Materials equipment to<br />

build a copper-based semiconductor. Copper processes at EPIC are based on<br />

the Copper Dual-Damascene Process which included the following processes:<br />

• barrier layer deposition using PVD/IMP<br />

• Copper Seed layer deposition using Copper CVD<br />

• Copper Electroplating to fill the interconnect<br />

• Copper CMP used to flatten the oxide layer<br />

Operation of these processes resulted in several new waste streams that were to<br />

be h<strong>and</strong>led by the facility. These included, particulate air emissions from the<br />

Copper CVD <strong>and</strong> PVD processes, dilute rinsewaters with low copper<br />

concentration, concentrated copper sulfate solutions from the electroplating<br />

processes, copper slurry wastes from CMP processes, <strong>and</strong> miscellaneous<br />

contaminated solid wastes from maintenance activities. Based on the regulatory<br />

requirements <strong>and</strong> design considerations, separate treatment technologies were<br />

selected for each of the waste streams.<br />

To remove particulate copper air emissions, hot <strong>and</strong> cold traps are used in pre<br />

<strong>and</strong> post pump lines. The traps remove particulate air emissions from liquid<br />

precursors that are used to deposit copper liners on the wafer substrate. While<br />

eliminating air emissions, the traps also protect the pump from particulate<br />

damage. For dilute copper wastewater, generated by wafer rinsing, an ionexchange<br />

system was designed to remove copper from the waste stream. To<br />

treat concentrated copper waste such as that generated by electroplating<br />

processes, a traditional precipitation/filtration/evaporation system was designed<br />

to reduce waste. CMP slurry is pumped to an ultrafiltration unit to remove solids<br />

<strong>and</strong> then fed to the Ion exchange system for copper removal. Figure 1 is a flow<br />

chart of the Copper treatment system. Effluent from the ion exchange system is<br />

pumped to the Acid Waste Neutralization (AWN) System for treatment <strong>and</strong><br />

discharge to the City POTW. Solid waste generated from filtration <strong>and</strong><br />

evaporation activities are characterized <strong>and</strong> disposed of at approved disposal<br />

sites. Table 1 summarizes the waste streams generated <strong>and</strong> the treatment<br />

technologies used.<br />

Due to the low waste discharge limit for Copper (0.4 mg/l), it was important that<br />

the Copper Treatment System operate efficiently, <strong>and</strong> contain several checks<br />

<strong>and</strong> balances to ensure that there was no release to the sanitary sewer that


could result in notices of violations <strong>and</strong> penalties. In addition, due to the complex<br />

nature of the copper treatment system, it was important to ensure that<br />

operations, facilities <strong>and</strong> environmental personnel fully understood system<br />

operations. The design team therefore decided that a detailed review was<br />

necessary to fully underst<strong>and</strong> system operations <strong>and</strong> checks <strong>and</strong> balances<br />

required to maintain compliance with the requirements.<br />

<strong>Hazard</strong> <strong>and</strong> <strong>Operability</strong> Studies:<br />

<strong>Hazard</strong> <strong>and</strong> <strong>Operability</strong> Studies (Hazops) are recommended by the American<br />

Institute of Chemical Engineers (1) to evaluate the risk associated with automated<br />

<strong>and</strong> semi-automated processes. There are a number of recommended<br />

techniques for evaluating hazards such as, What- if analysis, Process Checklists,<br />

Preliminary <strong>Hazard</strong> Analysis, <strong>and</strong> the Hazops guide word method. A Hazops<br />

study identifies hazards <strong>and</strong> operability problems. It involves investigating how a<br />

plant or treatment system might deviate from design intent. Solutions to these<br />

deviations are discussed <strong>and</strong> noted if appropriate. A Hazops is based on the<br />

principle that several experts with different backgrounds can interact <strong>and</strong> identify<br />

more problems when working together than when working separately <strong>and</strong><br />

combining results, as in a typical design review. In most new facilities, the project<br />

engineers <strong>and</strong> architects generate design drawings that are then reviewed in<br />

parallel or in sequence by environmental, safety, industrial hygiene, maintenance<br />

<strong>and</strong> operations personnel. In a Hazops study, the design drawings are reviewed<br />

by key personnel together, greatly enhancing the effectiveness of the design<br />

review.<br />

The Hazops is conducted in a series of meetings where a multidisciplinary team<br />

methodically “brainstorms” the plant design, following the structure provided by<br />

the guide words <strong>and</strong> team leader’s experience. The primary advantage of this<br />

brainstorming is that it stimulates creativity <strong>and</strong> generates ideas. Participation is<br />

the key to a successful Hazops, (quantity breeds quality), <strong>and</strong> team members<br />

must refrain from criticizing each other in the meetings. The Hazops team<br />

focuses on specific points in the design (called “study nodes”), one at a time. At<br />

each study node deviations in the process parameters are examined using guide<br />

words. The guide words are used to ensure that the design is explored in every<br />

conceivable way. The task of the team is to think about each node <strong>and</strong> what<br />

possible deviations can occur, so that their potential causes <strong>and</strong> consequences<br />

can be identified. The best time to conduct a Hazops is typically at the 60<br />

percent design review stage, when the design is fairly firm <strong>and</strong> the cost is not<br />

substantial to make changes from the Hazops. Key terms that are used during a<br />

Hazops are:<br />

a) <strong>Study</strong> Nodes: The locations on the drawings at which process parameters<br />

are investigated for deviations (e.g. Equalization Tank)<br />

b) Intention: The expected operation of the system in the absence of deviations<br />

(e.g. No copper in effluent)


c) Deviations: These are departures from intentions that are obtained by<br />

applying the guidewords (e.g., tank overflow)<br />

d) Causes: The reasons why deviations might occur. There could be one or<br />

many causes to deviations (e.g. hardware failure, human error, power failure)<br />

e) Consequences: These are results of deviations should they occur (e.g.<br />

release of copper to sanitary sewer, equipment damage). Since there will be<br />

several consequences, it is important to consider only those that have serious<br />

consequences relative to the study objective<br />

f) Guide Words: These are words which are used to qualify or quantity the<br />

intention in order to guide <strong>and</strong> stimulate the brain storming process <strong>and</strong> so<br />

discover deviations (e.g., no, less, more, part of, reverse, other than)<br />

g) Corrective Actions: These are actions assigned to prevent serious<br />

consequences (e.g., increase maintenance, add redundancy)<br />

h) Process Parameters: Variables that could cause deviations (e.g., pressure,<br />

temperature, flow)<br />

Copper Treatment System <strong>Hazard</strong> <strong>and</strong> <strong>Operability</strong> <strong>Study</strong>:<br />

The Hazops concepts discussed above were put into practice using the following<br />

methodology<br />

1. Defining the purpose, objectives, <strong>and</strong> scope of the study:<br />

The purpose of the Hazops study was to identify release scenarios that could<br />

result in a discharge of copper wastewater to the sanitary sewer. The<br />

objectives therefore were to underst<strong>and</strong> the system operation, ensure<br />

compliance with requirements <strong>and</strong> develop mitigation measures to eliminate<br />

or reduce risks identified during the Hazops. Scope of this Hazops was<br />

limited to the Copper Treatment System<br />

2. Selecting the Hazop team:<br />

A multidisciplinary team consisting of AMAT <strong>and</strong> contractor personnel was<br />

formed to brainstorm the Copper Treatment System. These included<br />

representatives from the manufacturer, construction contractor, maintenance,<br />

ESH, building operations, <strong>and</strong> facilities. The team leader briefed the<br />

participants on the Hazops methodology before starting the Hazops.<br />

3. Preparing for the study:<br />

Before starting the Hazops, the team leader reviewed the design drawings,<br />

facility layout, flow charts, <strong>and</strong> operation <strong>and</strong> maintenance manuals to<br />

underst<strong>and</strong> the operations. The entire treatment process was divided into 4<br />

sub system; dilute copper waste water treatment, Ion exchange regeneration<br />

system, CMP slurry treatment, <strong>and</strong> concentrated copper sulfate waste<br />

treatment. Process flow in each subsystem was broken into “nodes”, or points


at which deviations could be studied. Nodes in the dilute copper waste<br />

treatment system included, feed tank, carbon polishing, ion exchange resins,<br />

<strong>and</strong> treated water storage tank. Nodes for the Ion exchange regeneration<br />

system included chemical rinse tanks, regeneration process, <strong>and</strong> storage<br />

tank. Nodes studied for CMP slurry treatment included equalization tank,<br />

slurry concentration tank, ultrafiltration process, filter press, <strong>and</strong> storage tank.<br />

Lastly, nodes for the concentrated Copper waste treatment were the feed<br />

tank <strong>and</strong> transfer pumps, evaporator holding tank, filter press, evaporators,<br />

<strong>and</strong> drum evaporator. Information available was rearranged based on the<br />

nodes <strong>and</strong> sub-systems<br />

4. Conducting the team meetings:<br />

A series of meetings were conducted to brainstorm the Copper Treatment<br />

Systems. One meeting was devoted to each sub system to limit the time<br />

spent at one sitting. At the Hazops meeting, each node was thoroughly<br />

evaluated using guide words such as “more”, “less”, <strong>and</strong> “none” to process<br />

parameters pressure, temperature, reaction, time, <strong>and</strong> flow. Combining the<br />

guide words with process parameters led to possible deviations that might<br />

occur. Consequences of the deviations <strong>and</strong> suggested corrective actions<br />

were discussed by the Hazops team. The guide-word procedure was<br />

continued for each node <strong>and</strong> suggested actions noted for any deviations.<br />

5. Recording the results:<br />

The results of the Hazops meetings were recorded on spreadsheets for each<br />

node <strong>and</strong> sub system. Entries were made into the spreadsheets as the<br />

Hazops study progressed. All corrective actions suggested were recorded in<br />

the spreadsheets<br />

6. Selecting <strong>and</strong> Assigning Action Items<br />

There are several ways to select <strong>and</strong> assign action items. The conservative<br />

approach is to assign all action items to an owner for correction. Due to time<br />

restraints however, it is better to rank each consequence in terms of<br />

probability <strong>and</strong> severity. Each consequence of a deviation is considered by<br />

the Hazops team <strong>and</strong> given a probability of “unlikely”, “possible”, or “likely”.<br />

Similarly, severity of occurrence is rated as, “insignificant”, “moderate”, <strong>and</strong><br />

“significant”. The results are plotted on a probability/severity graph 2 (see<br />

figure 2). Consequences that are both probably <strong>and</strong> severe are considered<br />

credible, <strong>and</strong> action items to mitigate these are assigned to appropriate<br />

personnel. At Applied Materials, the conservative approach was used <strong>and</strong> all<br />

action items generated during the Hazops were assigned to plant personnel<br />

for completion.<br />

Conclusions:


The Hazops technique was found to be effective for this design review,<br />

particularly since the system was new <strong>and</strong> relatively complex. It greatly increased<br />

the underst<strong>and</strong>ing, safety <strong>and</strong> environmental compliance of the Copper waste<br />

treatment systems, particularly for maintenance personnel who are responsible<br />

for keeping the system up an running. In addition, specific modifications to<br />

design were made based on the Hazops study results. A detailed Hazops<br />

however, can take significant time <strong>and</strong> resources. It is difficult to schedule, <strong>and</strong><br />

follow up on action items becomes difficult as the team disb<strong>and</strong>s. At least a<br />

minimum version of a Hazop study however, is recommended for all new <strong>and</strong><br />

complex environmental protection <strong>and</strong> abatement systems.<br />

As a result of Copper Treatment System Hazop, certain proposed actions<br />

included, increased alarm notifications with tighter alarm parameters, increased<br />

preventive maintenance procedures (PM’s) on transfer pumps, installation of<br />

sight glass for visual monitoring of all tanks, heat jackets on caustic tanks to<br />

prevent freezing, reevaluation of design parameters, emergency power to critical<br />

systems to prevent failure in power outage, <strong>and</strong> installation of fluoride sensors.<br />

This form of detailed evaluation is not possible without a thorough hazard <strong>and</strong><br />

operability study.<br />

The team agreed to revisit the study <strong>and</strong> installation within a year of operation.<br />

Maintenance personnel agreed to keep the necessary records with this review in<br />

mind. The follow up review will determine if the recommended changes did<br />

indeed improve the operation of the system <strong>and</strong> if any additional changes to<br />

procedure or modification of the system is warranted based on this period of<br />

operation. As a key system with clear environmental aspects <strong>and</strong> impacts, the<br />

study <strong>and</strong> operational findings are expected to exceed Environmental<br />

Management System (ISO14001) requirements when certification is obtained for<br />

this area of our business.<br />

Attachments:<br />

Table 1:<br />

Figure 1:<br />

Figure 2:<br />

Copper Waste Streams <strong>and</strong> Treatment Technologies Used<br />

Flow Chart of Copper Treatment Process<br />

Probability/Severity Graph<br />

References<br />

1) The Center for Chemical Process safety of the American Institute of<br />

Chemical Engineers, 1985 “Guidelines for <strong>Hazard</strong> Evaluation Procedures”,.


2) United States Environmental Protection Agency, 1987, “Technical Guidance<br />

for <strong>Hazard</strong> Analysis, Emergency Planning, <strong>and</strong> Extremely <strong>Hazard</strong>ous<br />

Substances”<br />

Authors:<br />

Shree Dharasker, P.E., REA<br />

Shree is Member of Technical Staff at Applied Materials,<br />

Santa Clara, California. He is currently responsible for Product Environmental<br />

Support at Applied Materials. Previously, he was responsible for Applied<br />

Materials-Santa Clara environmental <strong>and</strong> emergency response management. He<br />

has a BS in Chemical Engineering from the Indian<br />

Institute of Technology in Bombay, India, <strong>and</strong> an MS in<br />

Environmental Engineering from New Jersey Institute of Technology,<br />

Newark, New Jersey.<br />

Shree is a Registered Professional Engineer (Chemical) <strong>and</strong> a<br />

Registered Professional Assessor in California. He is an active<br />

member of SSA, SEMI, <strong>and</strong> other professional associations.<br />

Joan Ning<br />

Joan is an environmental engineer in Applied Materials Lab Operations<br />

group, responsible for environmental compliance in the laboratories.<br />

Joan has a BS in Environmental Science from San Jose State<br />

University, San Jose California. Joan is an active member of SSA<br />

<strong>and</strong> other professional associations.

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