[finaljplanning documents remedial investigation/ · site area is comprised of lands and facilities...

[FinaljPlanning Documents Remedial Investigation/Volume 2 Feasibility StudyWork Plan Saegertown Industrial Area SiteAppendicies Saegertown, PennsylvaniaProject No. 60877

Prepared for:Saegertown Industrial Area Site

RI/FS PRP Committee

Prepared by:Warzyn Engineering Inc.

Chicago, Illinois

November 1990i

AR3003U6

APPENDICES

AR3Q03U

APPENDIX A

HEALTH AND SAFETY PLAN

4R300348

INDEX

Section Page

1. INTRODUCTION....................................................................................................... 1

2. SITE SUMMARY........................................................................................................ 2

Site Description...................................................................................................... 2Site History.............................................................................................................. 3Historical Site Data............................................................................................... 4Site Field Activities................................................................................................ 7Applicability and Amendments........................................................................... 16

3. HAZARD EVALUATION....................................................................................... 17

Substances of Concern.......................................................................................... 17Site Physical Hazards............................................................................................. 22Hazard Summary.................................................................................................... 23

4. PERSONNEL RESPONSIBILITIES AND TRAINING..................................... 25

Key Personnel......................................................................................................... 25Personnel Roles...................................................................................................... 25Employee Education and Training..................................................................... 26

5. PERSONAL PROTECTIVE EQUIPMENT......................................................... 27

Protection Requirements...................................................................................... 27Protection Levels for Specific Tasks................................................................... 28

6. AIR MONITORING AND STANDARD OPERATING PROCEDURES..... 30

Air Monitoring Overview...................................................................................... 30Action Levels.......................................................................................................... 31Standard Operating Procedures.......................................................................... 32

7. MEDIO\LSURVEILLANCE.................................................................................. 35

8. SITE SECURITY AND CONTROL ZONES........................................................ 36

9. DECONTAMINATION PROCEDURES.............................................................. 37

10. WORKLIMITATIONS.............................................................................................. 39

11. CONFINED SPACE ENTRY................................................................................... 40

12. CONTINGENCY PLAN/EMERGENCY RESPONSE..............................^ rtb 3 h Q

Emergency Action - Standard Operating Procedures...................................... 41Emergency Contact Numbers.............................................................................. 46

LIST OF TABLES

1 Health Effects Information for Chemicals of Concern2 Physical/Chemical Properties

LIST OF APPENDICES

A Emergency Route MapB Health and Safety Compliance AgreementC Thermal StressD Respiratory Protection ProgramE Confined Spa.ce EntryF Equipment Maintenance and CalibrationG Hydrogen Cyanide Contingency Plan

Health and Safety FlanSaegertown Industrial Area Site

August 17,1990Revised November 1990

Pagel

SECTION 1INTRODUCTION

The objective of this Site Health and Safety Plan (HASP) is the minimization of anypotentials for accident or injury; the adequate protection of the environment; andprotection of the health of project workers during remedial investigation field work atthe Saegertown Industrial Area Site (Site) located in Saegertown, Pennsylvania. In orderto achieve these goals, all operations at the Site will be in accordance with this HASP aswell as with all applicable local and OSHA standards, including OSHA 29 CFR1910.120, and in accordance with applicable U.S. EPA guidance manuals.

Health and Safety PlanSaegertown Industrial Area Site


: Page 2

SECTION 2SITE SUMMARY

Site DescriptionThe Site is an approximately 100 acre area located in the Borough of Saegertown,Crawford County, Pennsylvania. Site area is comprised of lands and facilities currentlyowned by the Lord Corporation (Lord), by Saegertown Manufacturing Corporation(SMC), by Spectrum Control, Inc., and by other miscellaneous smaller owners. Portions

i ,- ^ -, iof the site were previously owned by the General American Transportation Corporation(GATX) which conducted railroad tank car cleaning operations and associated wastetreatment operations. .The miscellaneous ownership accounts for approximately 57 acresof the total land area of the Site. Current (1987) ownership of these properties resideswith the following persons, agencies or companies:

! ' iClair J. Ferry;Haemer Tool and Die, Inc.;Multiplastic, Inc.;Borough of Saegertown.

The Saegertown Borough building is located on the northern portion of the formerGATX property. Multi-Plastics, Inc. and Haemer Tool and Die, Inc. are located on thesouthern portion of the former GATX property. Remaining portions of tie formerGATX property are not currently in use and consists mainly of grass-covered field. Lord,SMC and SCI properties are currently active operations by those respective companies.

i! ii • iThe Site is bordered on the west by the Erie-Lackawana Railroad. French Creek liesapproximately 1000 to 2000 feet west of the Site boundary and flows to the south. Anintermittent stream is located approximately 1000 feet east of the Site and drains southinto Woodcock Creek (a tributary to French Creek) at a point located approximately 600feet to the southeast of the Site. Site surficial topography slopes gently to the south and

! !southwest, with ground surface elevations ranging from approximately 1140 feet MSL(mean sea level) in northern portions of SMC property to approximately 1120 feet MSLin the southernmost areas of the Site. The most populated areas of the immediate regionare located in the area of the west between the Site and French Creek. Areas south andsoutheast of the Site consist of farmlands and timberlands. The area to the east of the

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Site would be classified as lightly populated residential area.A8300352



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Site HistorySMCSMC owns and operates a machine shop which produces component parts for equipmentmanufacturers. These component parts include screw machine products, bolts, screws,valves, pipe fittings and other fabricated metal products. The production processgenerates waste oil and metal chips. The waste oil and metal chips are stored in severalpits located at the site.

SCISCI manufacturers electronic components for electromagnetic interference equipmentand provides electronic consulting and design services. Electronic componentsmanufactured include ceramic capacitors as well as silver, nickel and tin electroniccomponents. The plant has been in operation since 1974. Waste products consist ofplating rinse water, regulated by an NPDES permit, and other wastes regulated underthe Resource Conservation Recovery Act (RCRA). The company used trichloroethene(TCE) until 1978 at which time it converted to 1,1,1-trichloroethane (TCA).

GATXGATX operated a rail car repair facility at the site from 1951 to 1965, when it wasclosed. During operation, approximately two-thirds of the site was covered with railsidings. Upon site closure, useful equipment, rail sidings and rail cars were removed.Washwater and solvents, as well as an unknown amount of sludge and waste from withinthe cars, fuel oil, caustic soda, phenols, miscellaneous solvents, paint residues, tarresidue, anhydrous ammonia, chlorine, scrap iron and barrels of paint allegedly havebeen disposed on the GATX property. GATX operated a state permitted wastetreatment facility on-site which included a wastewater treatment plant, a sludge bed andan unlined lagoon.

LordLord produces industrial adhesives, urethane coatings and several rubber chemicals.The products are used in heavy industry to bond rubber elastomers to metal supportsand frames to produce automobile engine mounts, transmission seals, energy absorbingbumper subassemblies and other shock and vibration control uses. Industrial adhesivesare also used to manufacture laminated roll goods. A line of urethane coatings inmanufactured to provide corrosion-resistant painted surfaces for industry.

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Health and Safety Plan! Saegertown Industrial Area Sitei August 17,1990i Revised November 1990

i • - Page 4I

Lord has two major hazardous waste streams, organic and aqueous organic which arehauled off-site to commercial waste treatment facilities. Non-contact cooling water isdischarged directly into French Creek via pipeline. This discharge is monitored incompliance with Lord's NPDES permit. From 1968 to 1987, the non-contact coolingwater discharged to an unlined lagoon south of the plant. The lagoon area has beenclassified as a wetland by the Pennsylvania Department of Environmental Resources(PADER). !

'! '

Historical Site DataIn April 1980, a routine inspection of Lord Corporation (formerly Hughson ChemicalCompany) was conducted by PADER. A sample of non-contact cooling water beingdischarged to the unlined impoundment was collected by PADER and analyzed forvolatile organic compounds (VOCs). Twelve different VOCs, including TCE and TCAwere detected in the sample. Eight of the twelve identified VOCs were reportedlydetected in the Borough of Saegertown water supply.

i iWater samples were collected from the Saegertown Borough water supply wells byPADER on June 18,1980. Borough well 2 was found to contain TCE at a concentrationof 0.31 mg/L. PADER notified the Borough during June 1980, that organiccontaminants were present in the water supply. As a result, the Borough retained ahydrogeologic consultant, Moody and Associates, Inc. to investigate the situation.

• • • ' ' • ! '"

Subsequent sampling of Borough water supply wells by the Pennsylvania Bureau ofCommunity Environmental Control and Moody and Associates, Inc. established that_ __ I , . . i „ -TCE was present only in Borough well 2, not in the other water supply wells. As a result,Borough well 2 was removed from service and pumped to waste through an irrigationpipe to the storm sewer.

i i :.. ': I

Moody and Associates, Inc. conducted a hydrogeologic investigation of the formerGATX property during summer 1980. The investigation was documented in the reporttitled: \ '

iI I ••*•:•

• Hydrogeologic Investigation of the Abandoned GATX Site, Borough ofSaegertown, Saegertown, Pennsylvania; Interim Status Report; Moody & Assoc.,Inc., Meadville, Pennsylvania; September 1980.



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The investigation discovered a strip of land which was devoid of vegetation. The stripwas 50 ft. wide extending from the tank car cleaning area to the GATX pond. Thereport indicated that the pond had reportedly been used as a disposal site for materialsleft hi tank cars, especially high boiling point materials. Therefore, five test pits wereconstructed around the pond. A badly deteriorated drum containing sludge typematerial was discovered. TCE was detected in the sludge at a concentration of 100ug/kg. A backhoe bit was dug near the former sludge lagoon and a sludge samplecollected. The sludge contained TCE at a concentration of 4 parts per million (ppm).Other drum remnants were observed around the perimeter of the pond.

Five monitoring wells were drilled, and, where possible, groundwater samples obtained.VOCs were not detected in groundwater samples, but lead was detected at well DH5 at aconcentration of 0.40 mg/L.

During late fall 1980, SCI installed two additional monitoring wells. These wells weresampled in February 1981. Both TCE and TCA were detected in these two wells.

In September 1981, Moody and Associates, Inc. initiated an investigation at the SMCfacility. The results of this investigation were presented in the report titled:

Report of Findings of Groundwater Investigation Conducted at SaegertownManufacturing Corporation (SMC); Moody and Associates, Inc.; January 1982.

Two test pits were excavated by backhoe in the southwest corner of the SMC facility. Pit1 was excavated near the SMC solvent storage tank. A soil sample was analyzed for TCEand TCA, but neither compound was detected. Pit 2 was excavated adjacent to the areawhere soil was removed during 1979. Again, a soil sample was analyzed, but neitherTCE nor TCA was detected.

SMC wells 1,2,3 and 4 were sampled during fall 1981. TCE (550 ug/L), TCA (13 ug/L)and 1,1,2-trichloroethane (508 ug/L) were detected at SMC well 1 on October 6,1981.

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Health and Safety FlanSaegertown Industrial Area Site


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During the summer of 1984, Todd Giddings and Associates conducted a hydrogeologicinvestigation at the former GATX property. The investigation was documented in thereport titled: i

i

• Investigation of Former GATX Site, Saegertown, Pennsylvania; Todd Giddingsand Assoc.; State College, Pennsylvania; December 21,1984.

• i

During this invevStigation, 13 soil borings were drilled at the former GATX propertyduring August 22-24,1984. One boring was drilled through the former sludge lagoon andone boring through the former sludge basin. Two borings were drilled around theperimeter of the pond. Soil and water samples were collected for laboratory analysis.The goal of the investigation was to determine the extent of any waste that may bepresent at the Site and to evaluate its potential for leaching into groundwater. Soilsamples were analyzed using ASTM Method A to evaluate the potential for substancesto be leached by water. Results of laboratory soil analyses did not exceed the EPToxicity concentrations specified in 40 CFR part 261.24.

, ' II

Results of the analyses of groundwater samples indicated U.S. EPA MaximumContaminant Levels (MCLs) were exceeded at several monitoring wells for iron, lead,manganese and cadmium. TCE was detected in groundwater samples from boringsWB9, WB12 and WB13.

The Site, inclusive of Lord, SMC, SCI and former GATX property, was scored by theU.S. EPA for possible inclusion of the National Priorities List (NPL) in 1985. The Sitereceived a score of 33.62. Individual component scores were as follows:

jgrpundwater route = 58.16

net]Saegertown Industrial Area Site

August 17, 1990Revised November 1990

A Source Characterization investigation will be conducted in Phase 1 to characterize thephysical and chemical nature of the waste materials present at the site. This will consistof locating sources (including off-site sources which may affect on-site conditions),determining tne horizontal and vertical extent of located sources, and chemicallycharacterizing the sources.

• I . - . • - • . J . ,• - , ' - . . ' | "

The contaminant migration pathways (groundwater, surface water, soils, sediment, andair) will be assessed concurrently with Source Characterization. The objective of the



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Site Field ActivitiesThe potential for personnel or public exposure or release of potentially hazardousmaterials to the environment may occur during site field activities conducted as part ofthe RI. The objectives of the RI are to:

• determine the characteristics and extent of contaminants at the site;

• characterize the hydrogeologic setting to determine most likely contaminantmigration pathways and physical features that could effect potential remedialactions;

quantify risks to public health and the environment; and

gather information necessary to support the FS.

The RI will consist of the following four major activities:

• site characterization;

• treatability studies (if necessary);

• site characterization data analyses; and

• baseline risk assessment

Findings of the major activities will be documented in appropriate TechnicalMemoranda and the RI Report.

Of the above four major RI activities, potential exposure and/or releases may beassociated with site characterization activities.

Site CharacterizationSite characterization will be conducted in a phased approach consisting of:

• site mapping/site access arrangements;• source characterization;• migration pathway assessment; and• contaminant characterization.

The Phase 1 field investigation will consist of Source Characterization and MigrationPathway Assessment and Contaminant Characterization. HR300357

iacnpoicnum source areaTsaiscussecrmaivrauauy in me rouowing paragrapns.

August 17,1990i Revised November 1990

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A Source Characterization investigation will be conducted in Phase 1 to characterize thephysical and chemical nature of the waste materials present at the site. This will consistof locating sources (including off-site sources which may affect on-site conditions),determining the horizontal and vertical extent of located sources, and chemicallycharacterizing the sources. !• iI ii • iThe contaminant migration pathways (groundwater, surface water, soils, sediment, andair) will be assessed concurrently with Source Characterization. The objective of theMigration Pathway Assessment is to determine if contaminants identified during theSource Characterization can migrate from the source.

The objective of the Contaminant Characterization is to evaluate the extent andmagnitude of contaminant migration along pathways of concern at the Site.

1 I, : iSite Mapping/Site Access ArrangementsA topographic map will be prepared prior to initiation of intrusive field activities. This

i . __map will have a s< le of 1 in. to 200 ft and 2 ft contour intervals. The base map preparedfrom this topographic map will illustrate locations of wetlands, water features, drainagepatterns, buildings, paved areas, right-of-ways and other pertinent features.i

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A location and elevation survey will be performed during well installation to providehorizontal and vertical ground control for site work. Elevations will be relative to theNational Geodetic Vertical Datum from 1929. In addition to the topographic map, agrid plan will be prepared using the base map and grid overlay at a nominal scale of themap. This grid plan will show the locations of existing monitoring wells, proposedsampling locations and water supply wells.

Arrangements will be made to construct appropriate support facilities and/or procureequipment necessary to perform a Site investigation. This may include preparation ofdecontamination facilities, arranging for utility hookups and establishing Site accesscontrol stations.

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Source CharacterizationAn investigation will be performed to characterize the physical and chemical nature ofthe waste materials and associated media present at the Site. The SourceCharacterization investigation is intended to focus on waste and facility characteristicsand will involve the use of direct and remote techniques to delineate source areas and, ifpossible, contamination pathways. Several potential source areas have been identified asa result of previous investigations. These areas will be investigated during Phase 1.Each potential source area is discussed individually hi the following paragraphs.

SMC FACILITYThe SMC facility is located at the northern end of the Saegertown Industrial AreaSite.

Soil Gas Study. A release of waste oil reportedly occurred in the southwestcorner of the SMC property in 1979. A soil gas study will be conducted hi thearea where the oil release occurred to identify any remaining areas ofcontamination. If a potential contaminant area is identified, soil samples will becollected and chemically analyzed to characterize residual contamination (see thefollowing Soil Sampling Section).

The soil gas sampling method will involve driving a solid stainless steel rod intothe ground to an approximate depth of 4 ft. The drive rod will be removed and astainless steel probe inserted to the full depth of the hole and sealed from theatmosphere. A sample of in-situ soil gas will then be collected in accordance withthe approved Site Work Plan and sent to the laboratory for analysis. Targetparameters, for analysis, QA/QC procedures, sample collection and shipmentprocedures will be in compliance with the approved Site Quality AssuranceProject Plan (QAPP).

Soil Sampling. Shallow soils borings will be performed in the potentialcontaminant source areas identified by the soil gas sampling. The purpose ofthese soil borings is to collect soil samples in potentially contaminated areas.Each shallow soil boring will be drilled to an approximate depth of 10 ft. Sampleswill be screened in the field for total VOCs using a HNu photoionization detector

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i Health and Safety Plani Saegertown Industrial Area Site; August 17,1990i Revised November 1990| . i Page 10'. \

(PID). Selected samples will be submitted for analysis of U.S. EPA - CLP TCLorganic arid TAL inorganic parameters. Each boring will be backfilled uponcompletion. Boring locations will be marked with a wooden stake and flaggingmaterials for identification during later surveying.

SCIFAOLJTYThe SCI | facility is located immediately south of the SMC facility. This facility wassuspected by the regulatory agencies of contributing to VOCs previously detectedin Borough well 2. A source characterization approach, similar to the oneproposed for the SMC facility, will be used here also.

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Soil Gas Study. A soil gas study will be conducted in the area between the SCIfacility and the railroad tracks to identify potential source areas.

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Soil Sampling. If potential source areas are identified, shallow soil borings will bedrilled and soil samples collected at each suspected source area as described forthe SMC facility.

FORMER GATX PROPERTYSeveral potential contaminant source areas have been identified on the formerGATX property. The former unlined lagoon and sludge basin located in thenorthern part of the property and the pond located in the southern part of theproperty may be sources of VOCs and/or metals. The area previously occupiedby rail sidings may also have contributed contaminants to the environment duringthe rail car cleaning process.

! |i ! • '

Soil Gas Study. Because of the large area involved (nearly 37 acres), a soil gasstudy will be conducted initially. Sampling locations will be concentrated in thevicinity of the former unlined lagoon, former sludge basin and GATX pond.Sampling of the former rail siding area will also be conducted. Sampling will alsobe conducted across the remainder of the property using a coarser grid pattern.



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Soil Sampling. Shallow soil borings will be drilled in locations determined by thesoil gas study, if necessary. Preliminary proposed locations for this drilling ispresented in the Work Plan. Based on available information, it is likely shallowsoil borings will be conducted in the vicinity of the former unlined lagoon, sludgebasin and pond. In addition, one or two soil borings will be performed in thevicinity of the former rail siding, and one or two background soil samples will beobtained to the east in areas unlikely to have been impacted by previous siteoperations.

Magnetometer Survey. An investigation conducted by the U.S. EPA discovered adrum containing sludge-type material near the GATX pond. Apparently, theremnants of other drums were also found. A Magnetometer survey will beconducted in the vicinity of the GATX pond to determine the presence of burieddrums in this vicinity.

Backhoe Test Pits. If the Magnetometer survey detects metallic anomalies,shallow test pits will be dug with a backhoe to characterize the anomalies.Locations and numbers of test pits will be dependent on results of theMagnetometer Survey. If buried drums are found, they will be overpacked andtemporarily stored in a secured area on-site. Sampling and analysis of drummedmaterials will then be conducted.

LORD FACILITYAn unlined impoundment no longer in use, located on the Lord property was usedto contain non-contact cooling water discharge. Analysis of a sample ofimpoundment water by PADER in 1980 detected the presence of VOCs.

Sediment Sampling. Sediment samples will be collected from the formerimpoundment area to characterize sediment quality. Samples will be analyzed forU.S. EPA - CLP TCL organic and TAL inorganic parameters. Analyticalmethods and parameters are described in the QAPP. Sampling locations andmethods are described in the Field Sampling Plan.

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I . Health and Safety PlanSaegertown Industrial Area Site

! August 17,1990j Revised November 1990! ! Page 12• ' I

Migration Pathway AssessmentThe Migration Pathway Assessment will be conducted concurrently with SourceCharacterization. Each potential migration pathway will be evaluated to determine if itis a potential avenue for contaminant migration.

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Hydrogeologic Assessment. A hydrogeologic assessment will be performed to furtherevaluate subsurface and groundwater flow conditions. This study will include drilling soilborings, installing monitoring wells, measuring water levels, and estimating aquiferhydraulic conductivity. The objective of the assessment is to define sitehydrostratigraphy, controlling geologic features, zones of preferential groundwatertransmission and title distribution of hydraulic heads within the water bearing formations.

Borough Water Supply Well Sampling. The three Borough water supply wells (wells 1,2,and 3) located on the east side of French Creek will be sampled once to determine if awater quality problem still exists. Private water supply wells identified downgradient ofthe site may also be sampled once. Samples will be analyzed by U.S. EPA - CLP TCLorganic and TAL inorganic parameters.

iMonitoring Well Installation and Soil Sampling. Soil borings will be drilled at variouslocations as specified in the Site Work Plan (Work Plan) to evaluate site stratigraphy andto install groundwater monitoring wells.

Each boring will be drilled in accordance with the Work Plan using 4 1/4-in. I.D. x 81/2-in. O.D. hollow stem augers. Wash boring methods may be used if difficult drillingconditions are encountered. If washboring methods are used, the borehole will betemporarily cased and completed using clear water obtained from the Borough ofSaegertown. A sample of water for drilling will be analyzed for U.S. EPA - CLP TCL

i iorganic and TAL inorganic parameters to confirm that drilling water does not containcontaminants.

i • :

Soil samples will be collected with a split spoon sampler in accordance with the methodsand procedures presented in the Work Plan and the Field Sampling Plan (FSP). Soilsamples will be field screened with a PID to assess the potential hazard to the fieldpersonnel. Soil samples will be visually classified hi the field by a Warzyn geologist.

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Soil borings will be instrumented with groundwater monitoring well installations. Thisapplies to the water table wells and the deeper piezometers.

Each well will be thoroughly developed after installation by first purging the well with abailer and then removing at least 10 casing volumes of water using a bailer or pump.

Existing monitoring wells will be inspected to determine whether they are functional.Total well depth will be measured and compared to the originally reported well depth.Surface well seals will be observed to determine whether they are sufficient. Wells willbe redeveloped, if necessary, to provide representative water level measurements.

Groundwater Level Measurements. Groundwater level measurements will be made atexisting and new wells at least four times during the Migration Pathway Assessment andon a bi-monthly basis for a period of one year. The frequency of measurements may beadjusted based on the interpretation of results. Existing functional wells for whichconstruction details are available will be included in the water level surveys.

Hydraulic Conductivity Testing. Hydraulic conductivity testing of the new monitoringwells will be performed. In-situ single well hydraulic conductivity tests will be performedto assess hydraulic conductivity and groundwater flow rates.

Location and Elevation Survey. A location and elevation survey will be performed tolocate soil borings, monitoring wells, test pits, and other sampling locations. Samplingpoints will be located to an accuracy of: 1 ft horizontally and 0.01 ft vertically.

Hydrologic Assessment. Drainage patterns and runoff characteristics will be evaluatedfor potential surface water and erosional transport of contaminants. A site inspectionwill be performed to determine surface water drainage directions. A staff gauge will beinstalled in each of the following locations to monitor surface water levels at the timegroundwater levels are measured:

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i Health and Safety Plani Saegertown Industrial Area Site: August 17,1990! Revised November 1990! • ; Page 14I i -.' i

• GATX pond;

• Intermittent stream located east of the Site;

• Woodcpck Creek near the R20141 Bridge;i

• French Creek near the Route 98 bridge; andi

• French Creek west of Lord.

Field observations and correlation of staff gauge readings with groundwater flowconditions will be used to evaluate the potential for surface water or sediment transportas a potential migratory pathway. If it appears this is a potential migratory pathway,appropriate surface water and sediment sampling locations will be chosen for theContaminant Characterization investigation.

i IAir Assessment. Based on review of existing information, it does not appear that air is aprimary migration pathway. However, to assess this pathway, monitoring will beconducted during drilling and excavation of test pits to assess "worst case" conditionswhen subsurface soils and/or waste are exposed to the atmosphere. Air quality will bemonitored using a PID during Site investigations for health and safety purposes. Thesedata will be used to determine whether more extensive air quality sampling needs to beperformed during the Contaminant Characterization.i

Contaminant Characterizationi

The objective of the Contaminant Characterization program will be to evaluate themagnitude and extent of contaminant migration along pathways of concern at the Site.

I i

Round 1 will consist of sampling the 18 monitoring wells, three Borough water supplywells and selected residential wells at strategic locations near potential source areas.Samples will be analyzed for U.S. EPA TCL/TAL parameters and water qualityindicator parameters. Indicator parameters will include:



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• Field pH;• Field Specific Conductance;

Chloride;• Sulfate;• Alkalinity;• Total Phenolics;

Nitrate and Nitrite Nitrogen;• Ammonia Nitrogen;• Total Organic Carbon; and• Total Dissolved Solids.

Round 3 may be conducted to confirm the results of Round 2, if necessary.

Detailed sampling procedures for these sampling rounds are contained in the FSP andthe QAPP.

Surface Water and Sediment Characterization. Surface water and sediment sampling ofFrench Creek and Woodcock Creek will be conducted during Phase 1. Surface waterand sediment sampling locations will be selected based on the location of the site withrespect to the Creeks and based on the presence of depositional zones within the Creeks.Six sampling locations will be identified including:

• Upstream of Site on French Creek;

• Two locations within the area of French Creek adjacent (west) of the site; and

• Downstream of the site on French Creek.

Surface water and sediment sample will also be collected from the GATX pond and thedrainageway behind (north) SMC. Sediment and surface water samples will be analyzedfor TCL/TAL parameters.

Air Characterization. Ambient air sampling will not be conducted during Phase 1.However, the potential for air contamination related to the GATX pond will beevaluated by estimating contaminant emissions from the GATX pond and assessingdownwind contaminant concentrations using dispersion modeling.

HR300365

; Health and Safety Plani Saegertown Industrial Area Site; August 17,1990' Revised November 1990i . . j Page 16

This procedure will comply with "Air/Superfund National Technical Guidance Services,Volume II, Estimation of Baseline Air Emissions at Superfund Sites," dated January1989. As stated in Section 6.4.2, two surface water and sediment samples will becollected from the GATX pond. To identify and quantify contaminants, Contamination

i - i • •emission rates: for the pond will be estimated using the Shen model. Dispersionmodeling will be conducted using an acceptable U.S. EPA method appropriate for sitecondition.

! |

In addition, the following data necessary to estimate emissions and conduct dispersionmodeling will be collected:

• Pond surface water temperature;Pond area;

i ' !- -• Average liquid depth in pond; and

i i

Meteorological data (prevailing wind direction, speed, sir temperature, etc.)

On-site meteorological data will not be collected during Phase 1. Meteorological datafrom the nearest existing meteorological station will be adequate to conduct the airmodeling described above. If on-site ambient air sampling is conducted later during theinvestigation, an on-site meteorological station would be established during the samplingevent

Applicability and AmendmentsI • j

This HASP is based upon our current understanding of site conditions, potentialhazardous constituents that may be encountered, and planned phased sitecharacterization activities. Should additional field work and data evaluation indicatethat additional site characterization activities are required, and that adequate protectionfor such is not provided under this HASP, it will be modified.

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SECTIONSHAZARD EVALUATION

Substances of ConcernBased upon available information which includes historical operations of facilitieslocated on Site properties, analytical results of previous geotechnical, soil andgroundwater studies conducted on Site properties, and available information on pastdisposal practices by various facility owners and operators; the following groupings ofpotential sources of hazardous wastes or substances have been identified as representingpotential hazards to unprotected workers performing on-site field tasks in conjunctionwith the RI and FS phases of the project:

Identified halogenated hydrocarbons (solvents,TCE and TCA)Miscellaneous unknown halogenated hydrocarbons (solvents)Miscellaneous non-halogenated aromatic hydrocarbonsPolynuclear aromatic hydrocarbons (PNA's)TetrachloroethyleneAnhydrous AmmoniaCaustic SodaHeavy MetalsCyanide

The potential health hazards of each of the above hazardous chemical substances orwaste materials identified as possibly disposed at the Site are discussed in the subsectionswhich immediately follow.

Halogenated HydrocarbonsThese compounds are highly mobile, migrating relatively easily through water, air, andsoil. They are persistent in the underground environment, although they may degrade atthe surface under the influence of ultra-violet light.

Chlorinated hydrocarbons may act on the central nervous system, either as a stimulant ordepressant. Mild exposure may cause such symptoms as dizziness, nausea, abdominalpain, and vomiting. In chronic (long-term) exposure, loss of weight and appetite mayoccur. Moderately severe exposure results in the above symptoms followed by severeirritability, convulsive seizures, and coma.

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' Health and Safety PlanSaegertown Industrial Area Site

! August 17,1990! Revised November 1990

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Compounds from this class of chemicals include:! i! . ! " :1.1.1-Trichloroethane (Methyl Chloroform) - A clear, non-flammable liquid used

primarily as a cleaning solvent. It may affect the gastrointestional tract and thecentral nervous system. May cause anesthesia and death at high concentration(14,000-15,000 ppm). Lower concentration exposures, repeated daily, do notgenerally produce significant health effects. The American Conference ofGovernmental Industrial Hygienists (ACGIH) currently recommends a ThresholdLimit Value (TLV) of 350 ppm to prevent beginning anesthetic effects andobjections to odor. A Permissible Exposure Limit (PEL) of 350 ppm is alsorecommended by the Occupational Safety and Health Administration (OSHA) forprotection against anesthesia. Odor threshold is approximately 100 ppm.

Trichloroethylene (TCE) - A colorless, non-flammable liquid with a sweet odor likechloroform. Can be adsorbed through the skin. Inhalation and ingestion are alsoroutes of exposure. Symptoms of exposure include headaches, dizziness, disturbedvision, nausea, vomiting, and eye irritation. Fatalities have occurred followingsevere, acute exposures. It has been known to cause cancer in laboratory animals.ACGIH recommends a TLV of 50 ppm. Odor threshold is also approximately 50ppm, |

Methylene Chloride - As a pure product, methylene chloride is a colorless liquidwith a chloroform-like odor (pleasant to sweet odor). With a vapor pressure of 350mm and a boiling point of 104°F, methylene chloride volatilizes at standard orelevated temperatures.

Inhalation of methylene chloridate can induce narcosis, affect the central nervoussystem and blood, cause nausea, dermatitis, numbness or tingling of the extremities,and accelerated pulse rate.i >

i :

Skin contact may cause irritation of the skin and/or eyes. Exposure to highconcentrations may product vertigo and angina. Primary routes of exposure includeinhalation, ingestion and skin or eye contact Although methylene chloride hasproduces tumors and cancer in laboratory animals, it is currently only suspected toproduce human carcinogeniciry. The recommended TLV for methylene chloride is50 ppm, while the PEL is 500 ppm.

| . . i :Non-halogenated Aromatic HydrocarbonsCompounds in this group are highly volatile, moderately soluble, biodegradable, andonly slightly adsorbed on soils and sediments. Their presence at the surface is based onvolatilization rates and biodegradation activities. In the groundwater environment, theyare persistent and mobile. Exposure to these substances is primarily through vapor

Page 19

inhalation, although absorption through the skin may also readily occur. Acute exposureposes the primary health hazard of these substances. Low level exposure may result inirritability, excitability, muscle tremor, and headache. Some of the more notable lightaromatic compounds which could potentially be present include ethyl benzene, xylene,and toluene.

Ethyl Benzene - colorless, flammable liquid with aromatic odor. Explosive limits of1% to 6.7% by volume in air. Toxicity is characterized by irritancy to skin, and tolesser extent, the mucous membranes.

5,000 ppm - intolerable irritation

2,000 ppm - IDLH, immediate and severe eye irritation and moderate nasalirritation

1,000 ppm - irritation and tearing of eyes, tolerance develops rapidly

200 ppm - moderate and occasional eye irritation

Prolonged exposure may lead to brain and lung damage.

Xylene - clear, flammable liquid with aromatic hydrocarbon odor. Exposuresymptoms include headache, eye irritation, fatigue, irritability, nausea, and anorexia.Chronic exposure may result in injury to heart, liver, central nervous system, and/orkidneys.

TLV = 100 ppm.

Toluene - flammable, colorless liquid with aromatic hydrocarbon odor. Explosivelimits of 13% and 7.1% by volume in air.

500 to 1,500 ppm - heart palpitation, extreme weakness, loss of coordination

200 to 500 ppm - impairment of coordination, momentary loss of memory

< 200 ppm - headache, lassitude, nausea

TLV - 100 ppm.

Prolonged exposure has acted as a mutagen in experimental animals.

PhenolPhenol is a solid or liquid with sweet tarry odor similar to railroad ties. Exposure limits1.7% to 8.6% by volume in air. Exposure symptoms - will burn eyes and skinas a poison on the central nervous system. The analgesic action may cause'

I Health and Safety Plan| Saegertown Industrial Area Site| August 17,1990I Revised November 1990I \ Page 20

sensation. Prolonged exposure has acted as a carcinogen and mutagen hi experimentalanimals. TLV = 5 ppm. IDLH = 100 ppm.

i ' iI ' 'Polynuclear Aromatic HydrocarbonsPolynuclear aromatic hydrocarbons (PNAs) are typically solids at room temperature withvery low volatility. PNAs, while soluble in organic solvents, are only slightly soluble inwater, but tend to adsorb well onto soil or soot particles. Ultraviolet light will photo-oxidize PNAs, and the efficiently of oxidation is enhanced for adsorbed PNAs. Sourcesof PNAs include coal tar, creosote, mineral oils and combustion of fossil fuels. Chronicexposure to P!»JAs and several degradation products or metalbolities may result incarcinogenic effects. Other health effects of such exposure include chronic bronchitis,dermatitis, and cutaneous photosensitization. Common PNAs are pyrene, pentaphene,benzo(a)pyrene, benzo(e)pyrene, phenanthrene, chrysene, fluoranthene, andbenzo(a)anthracene.

i . :

TetrachloroethyleneTetrachloroethylene (PERC) is a colorless liquid with an ether-like odor. PERC ishighly soluble in most organics, but very insoluble in water. PERC is non-flammable andhas a boiling point of 250°F. Major uses of PERC are as a dry-cleaning solvent, vapor-degreasing solvent, drying agent for metals, heat-transfer medium, and in themanufacture of fhiorocarbons. PERC is moderately toxic and may cause irritation of theskin and eyes upon exposure. Other symptoms may include nausea, flusned face,dizziness, headache and cardiac arrthymia (irregular heartbeat). Target organs ofchronic or acute exposures include the liver, kidneys, upper respiratory system and thecentral nervous| system. The TLV for PERC is currently designated as 50 ppm based ona standard eight hour work day and a 40 hour work week. See Table 1 for a furtherlisting of the possible health affects of exposure to tetrachloroethylene.

Anhydrous AmmoniaAnhydrous ammonia is a colorless gas or liquid with a sharp and intensely irritating odor.It is combustible and very soluble in water, alcohol and ether. Anhydrous ammonia isused in several chemical manufacturing processes and as a fertilizer. It is a toxic irritantvia inhalation and represents a moderate explosion and fire risk with an explosive rangein air of from 16% to 25%. Due to the reactivity and vapor pressure of anhydrousi

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Page 21

ammonia, and considering the time that has passed since the discontinuance of the tankcar washing operations at the Site, any residual hazards due to anhydrous ammoniawould be expected to be very minimal. These waste materials should have naturallydissipated, weakened by solvation action of rainwater or reacted to form salts andorganic or inorganic amides, etc. The recommended TLV for anhydrous ammonia iscurrently designated by ACGIH to be 25ppm based on a standard eight hour work dayand a 40 hour work week. Primary routes of exposure are considered to be inhalation,skin contact and ingestion.

Caustic SodaCaustic soda, a more common name for the chemical sodium hydroxide, is a colorlessand odorless solid normally found dissolved in water to form either 50% or 73%solutions. It is chemically very reactive and highly corrosive and irritating to the skin, tothe respiratory system, and to the mucous membranes. Caustic soda is highly toxic byingestion, with other routes of entry via skin contact or inhalation. The recommendedTLV for caustic soda is currently designated by the ACGIH to be 2 milligrams per cubicmeter of air. This is also based on a standard eight hour work day and a 40 hour workweek.

Heavy MetalsHeavy metals may become adsorbed onto soil particles, and therefore are primarily ofconcern if dry, dusty conditions prevail. Heavy metals of concern at this site includelead, cadmium, and nickel.

Nickel. Nickel and soluble nickel compounds are capable of producing sensitizationdermatitis and/or allergic asthma in certain individuals. Furthermore, inhalation ofmany nickel compounds via their presence of airborne dusts can produce severeirritation of the nasal cavities and pneumonitis. Some of these compounds have beenproved to be cancer producing in humans via inhalation. Care should be taken toprevent any skin contact with an/or or inhalation of dusts containing such compounds.The TLV for soluble compounds of nickel is 0.1 mg/m , while the TLV for nickel or itsinsoluble compounds is 1 mg/mA

ftft300371

i Health and Safety Plani Saegertown Industrial Area Site! August 17,1990i Revised November 1990: \ Page 22

|

Cadmium. Cadmium compounds are possible human carcinogens with high oral andinhalation toxicities. The inhalation of dusts containing such compounds primarilyaffects the respiratory tract, but the kidneys and liver may also be affected withexposures to high concentrations. Possible symptoms of exposure include pulmonaryedema, dryness of the throat, cough, headache, shortness of breath, and vomiting. Moresevere exposures result in marked lung changes, persistent cough, pain in chest, severedyspnea, prostration with possible fatal results. Ingestion of cadmium compounds mayi • iresult in sudden nausea, salivation, vomiting, diarrhea, and abdominal pain anddiscomfort. The TLV for cadmium is 0.05 mg/m , while the current PEL is 0.2 mg/mA

' p ii iLead. Sources of lead at the site are probably multiple in nature, with the potential forthe presence of both organic and inorganic lead compounds. The routes of entry for leadare inhalation, ingestion and contact. Skin absorption hazards are minimal for inorganiclead, but could be a significant route of entry for any unprotected project workers ifpresent in specific organic compounds or matrices.

'. i - •! I ' '

Toxic effects of lead may include damage to the central nervous system, unpaired motorskills, gastrointestinal disturbances, anemia, and kidney damage. The blood effectsinclude shortening of the lives of erythrocytes, negative effects on the bone marrow anddecreased production of hemoglobin. Inhaled particles containing lead contaminationmay be potentially ingested via a secondary route of exposure after being purged by thenatural defense of the lungs. This secondary route is a prime factor in the inhalation

; _ I

hazards with regard to lead exposure. Target organs for the toxic effects of lead includethe central nervous system, gastrointestinal tract, kidneys and hematopoetic systems.

i . 'The current recommended TLV for lead dust or fumes is 0.15 mg/m.3 as designated bythe ACGIH. The current PEL under OSHA standards for air contaminants hi the workplace is 0.05 mg/m .

; ' l -

i

Site Physical HazardsWhen drilling or excavating in the vicinity of utilities, remain clear of all overhead powerlines and underground utilities. All underground utilities must be cleared prior toinitiation of drilling or excavating activities. Wherever possible, facility management willbe responsible foir coordinating such clearance of utilities in project work areas located

ftR30-0372



Page 23

on facility property. Warzyn is not responsible for utilities encountered in an areapreviously identified as clear by the facility management. A "spotter", located in aposition to overview all active excavation activities, as well as the activities of otherproject workers adjacent to the excavation, will guide the activities of the backhoe/otherequipment operator. Use caution when working around heavy equipment; minimally ahard hat, safety glasses, (not required when full-face mask respiratory protection is worn)and steel-toed boots must be worn within a 50-foot radius of heavy equipment. Faceshields must be worn when at Level D protection if a danger of splash exists. Hearingprotection devices should be worn during certain phases of drilling work near operatingrigs. Since the facility is in operation, the work area must be controlled to preventunauthorized personnel from entering the project active work areas. There is to be nosmoking in any area designated as "no smoking" or in any active project work areas.

There is the hazard of possible injuries due to trips, falls or accidental contact withrotating drill augers or moving equipment in general. Caution should be exercised in allactivities, and no one should touch or come hi direct contact with an actively rotatingdrill auger. Fire and/or explosion hazards are expected to be minimal due to the natureand expected concentrations of chemicals identified as present on site.

Hazard SummaryBased on previous analytical results for soil samples and for water samples taken fromthe site, as well as upon the U.S. EPA's hazard ranking of this site, the major potentialpathway for exposure of project workers to hazardous chemicals during field phases ofthis RI/FS is expected to be by direct dermal contact. Ingestion exposure would beminimized by the adherence to basic prudent work practice and good personal hygiene.Although expected levels of airborne contaminants are not currently evaluated asrepresenting potential inhalation hazards, site personnel will be ready to immediatelyupgrade to Level C or Level B protection based on action levels being reached, or upondecisions to upgrade based on changing site conditions. If test pit excavation isnecessary, that activity will be initiated at each location in Level B respiratory protection,

AR300373



! Page 24

with possible downgrade by the Site Health and Safety Officer (HSO). With theexception of periods of dry and dusty site conditions, other site activities are expected tobe initiated at Modified Level D protection unless action levels are being exceeded asindicated by air monitoring.

I - iIn general, proper use of personal protective equipment, safe work practices andstandard operating procedures as described in the Site Health and Safety Plan willi ' iminimize the potentials for accidental injury or overexposure of project personnel to anyhazardous substances present at this site. More extensive listings of specific healtheffects and chemical/physical properties of the chemical hazards expected to be presenton site appear in Tables 1 and 2 respectively.



Page 25

SECTION 4PERSONNEL RESPONSIBILITIES AND TRAINING

Key PersonnelSite Health and Safety Officer (HSO): To be designatedAlternate: To be designated

Project Manager (PM): Gary E. Parker. P.E.Alternate: Alan Schmidt

Site Supervisor (SS): Alan SchmidtAlternate: * To be designated

Following individual(s) located on site will have the authority and responsibility tochange levels of protection and, when necessary, shut down the operation:

1. Site Health and Safety Officer2. Site Supervisor

Personnel RolesSite Health and Safety Officer - The HSO is responsible for interfacing with the WarzynHealth and Safety Manager or the Warzyn Health and Safety Coordinator regardingproper medical surveillance (including pre-entry and exit examinations if required of on-site Warzyn personnel), communicating information to on-site personnel regardingcompliance with the HASP, training employees in safe operating procedures, andadvising the project manager of any matters concerning the health and safety ofemployees or the public. The HSO may be required to perform various types of area orpersonnel monitoring for purposes of verifying worker exposure and proper selection ofpersonal protective equipment. The HSO is to be consulted before any changes in therecommended procedures or levels of protective clothing are made.

Project Managers - The PM has the primary responsibility for the fulfillment of the termsof the contract The PM oversees operations and monitors adherences to all legal andsafety requirements. It is the duty of the PM to keep the project on schedule and withinbudget and to communicate with the client regarding the progress toward specified goals.

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! : Page 26

Site Supervisor - The Site Supervisor is the on-site coordinator and overseer ofoperations. It is the duty of the Site Supervisor to maintain site security, supervise the

i ;laborers and technicians, and directly implement project-level procedures (health andsafety, decontamination, protective equipment, etc.).

Employee Education and TrainingWarzyn employees that are potentially involved in field work participate in routinehealth and safety education and training programs. These programs, directed by theWarzyn Corporate Health and Safety Manager, are designed to provide these employeeswith a thorough knowledge of hazardous materials, health and safety hazard potentials,compliance with federal OSHA 29 CFR 1910.120(e): 40 hours or 24 hours of initialinstruction based on employees classification, 3 days of on-the-job training, 8 hoursrefresher training, supervisor's additional 8 hours of specialized training, and 3 days offield training under an experienced supervisor, and EPA requirements. As a minimum,this training includes the following:

- General Safety Rules- Basics of Chemistry- Basics of Toxicology/Physiology- Hazardous Materials (types/characteristics)- Hazard Communication Information- Respiratory Protection- Respirator Training- Chemical Protective Clothing- Decontamination Procedures/Personal Hygiene- Fire Prevention/Protection- First Aid/CPR- Atmospheric Testing/Sampling Procedures- Emergency Response Procedures- Federal and State Regulations- Electrical Hazards

Prior to beginning of on-site project activities, or changes in the phases of site work, sitepersonnel are familiarized with this document and expected hazards; standard operatingprocedures and safe work practices are discussed with these personnel. Theseorientations will be repeated for newly assigned project personnel, as such personnelarriving on-site for later phases of project work.



Page 27

SECTION 5PERSONAL PROTECTIVE EQUIPMENT

Protection RequirementsA minimum level of protection for site personnel performing activities as defined underthe scope of work as outlined in this plan will be Level D. The following levels ofpersonal protection are applicable to this site:

Level D ProtectionWork uniformSteel-toed and steel-shanked chemical resistant bootsSafety glassesHardhatAny task-specific additionally required hand or hearing protection

Modified Level D ProtectionWork uniformDurable and disposable chemical resistant outer gloves (nitrile/neoprene)Disposable inner gloves (latex)Disposable pullover bootiesSteel-toed and steel-shanked chemical resistant bootsSafety glassesHardhat (with faceshield, if handling hazardous liquids)Disposable tyvek (or similar chemical resistant) coverallEarplugs (as required)

Level C ProtectionWork uniformDurable and disposable chemical resistant outer gloves (nitrile/neoprene)Disposable inner gloves (latex)Disposable pullover bootiesSteel-toed, and steel-shanked chemical resistant bootsHardhatEarplugs (as required)Full-face air purifying respirator, NIOSH approved with high efficiency combinationorganic vapors/HEPA cartridgesDisposable tyvek (or similar chemical resistant) coverall(At Levels B, C, and Modified Level D protection, duct tape seams between Tyvek suitand gloves/boots if working in wet areas or if waste or obviously contaminated soil orwater is encountered) AR300377

i Health and Safety Plan! Saegertown Industrial Area Sitei August 17,1990

Revised November 1990I ; Page28

NOTE: Project personnel working immediately adjacent to operating drill rig must notwear loose clothing. If wearing tyvek, it must be securely taped at seams and pulled flatto body with extra taping. Be alert when working adjacent to or directly with drillingequipment. Never directly contact any rotating auger. Respirator cartridges will bechanged at least each day, with more frequent changes based upon the monitored levelsof airborne contaminants, detection of any chemical breakthrough, or changing siteconditions which the HSO evaluates as requiring more frequent cartridge changes.

i "Level B Protection

! tSame as Level C, except replace the air purifying respirator with a NIOSH approved self-contained breathing apparatus with full-face mask and operating in either pressure-demand or positive-pressure mode. Level B protection would only be required for thedigging of test pits or for use as emergency equipment to respond to an emergencysituation on-site involving an incapacitating injury of a project worker due to unknowncause or chemical release.

Protection Levels ifor Specific TasksSpecific Field TasksSite Survey - Surveying personnel will wear Level D protection.

!• •[ ;

Geophysical Survey - Surveying personnel will wear Level D protection.i i :

Surface Water and Sediment Sampling - Sampling personnel will begin activities atModified Level D, with possible upgrade by the HSO based upon site conditions and airmonitoring results.

i ]Install Groundwater Monitoring Well/Piezometers - Modified Level D protection willbe worn during installation of wells/piezometers, with possible upgrade or downgrade oflevel of protection by the HSO as appropriate with air monitoring results and changingsite conditions.

Soil Gas Sampling - Activity will be conducted at Modified Level D with possibleupgrade or downgrade of level of personal protection by the HSO as appropriate with airmonitoring results and changing site conditions.



Page 29

Test Near Surface Hydraulic Properties - Activity will begin at level D with possibleupgrade of level of personal protection by the HSO as appropriate with air monitoringresults and changing site conditions.

Groundwater Sampling of Monitoring Wells - A minimum of modified Level Dprotection will be worn for sampling perimeter wells and leachate wells, with possibleupgrade of level of protection by the HSO.

Soil Borings and Surface Soil Sampling - Modified Level D protection will be wornduring surface soil sampling and soil borings, with possible upgrade or downgrade by theHSO based on air monitoring levels and changing site conditions.

Groundwater Level Monitoring - Activity will be initiated at each monitoring location atLevel D with possible upgrade by the HSO based on air monitoring results or changingsite conditions.

Groundwater monitoring well development prior to sampling will begin at ModifiedLevel D at each well, with possible upgrade or downgrade by the HSO based on airmonitoring results and changing site conditions.

Test pit excavations will begin at Level B at each location, with possible downgrade bythe HSO based on conditions encountered and air monitoring results. An elevated levelof protection is required for this task since these excavations are anticipated to only beconducted if potential areas of buried waste drums are identified by the results of theEM Survey.

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SECTION 6AIR MONITORING AND STANDARD OPERATING PROCEDURES

Air Monitoring OverviewAir monitoring will be conducted during tasks which disturb any in-situ conditions of thesite environment A minimum frequency of once every two hours will be the protocol forthis monitoring. Examples of such tasks would be sediment sampling and groundwatersampling.

I • i

Continuous air monitoring will be conducted during highly intrusive activities such asdrilling. This will include monitoring for relative levels of VOCs using an HNu

i * . .. !photoionization detector, with periodic chemical-specific Draeger tube (or equivalent)sample collections based upon the level(s) detected for VOCs and/or methane.Guidelines and requirements for the frequency of "Draeger-type" tube sample collectionsfollow in this section.

An HNu Photoionization Detector (with 11.7 ev lamp) will be used by the HSO formonitoring of general air quality at the work sites. This will be done to assess therelative levels of organic airborne contaminants, aiding in assessment of potentialinhalation hazards.

i[ i

A Gastech Model 1939-OX Percent Gas and Oxygen Indicator will be used to detect anypresence of explosive gases and to determine available oxygen levels.

t ' - -

A Monitox hydrogen cyanide detector will be used to detect hydrogen cyanide duringoperations with any discovered drummed wastes.

i

A Rad-Mini wil| be used to detect the presence of radioactive materials.

Selected "Draeger-type" tubes will be available for utilization in testing for the presenceof particular volatile toxic compounds, such as hydrogen cyanide, vinyl chloride, andTCE. Draeger tubes must be "pulled" during any two hour period during which sustainedHNu readings in the breathing space of project workers are at or above 10 meter units.

Page 31

Action LevelsThe following action levels will be observed during general on-site activities. Minimumrequirements for protection levels for specific tasks which were described earlier in thissection must be adhered to even though monitored levels may be below action levels.Action levels for oxygen are described in Appendix E, Confined Space Entry.Acceptable oxygen levels are > 19.5% and <23.5%.

EXPLOSIMETER (Ambient Air Measurements

0-10% LEL - proceed w/caution10-25% LEL - proceed w/caution, be prepared to shut-down quicklyover25%LEL- shut-down immediately and evacuate. Do not resume

excavation until LEL falls below 10%. If LEL remains above25%, the HSO will consult with the USEPA Remedial ProjectManager (RPM) to determine appropriate actions in responseto such changing conditions.

Note: In the event that Confined Space Entry would apply to a given work activity andlocation, do not follow these action levels, but refer to Section 12 and AppendixE for action levels.

HNu (Breathing Zone"!

• Enter Site at Level D

If task requires a minimum protection level upgrade to that level before entryinto work area

• 5 meter units (ppm) or greater detected, upgrade to Level C

• 50 ppm or greater detected, discontinue operations to evaluate upgrade to LevelB or implementation of other controls

• Monitor ambient air as continuously as is possible to detect changes hi relativevolatile organic compounds levels

• Any HNu's equipped with automatic alarms will have alarm levels set at 5 ppm.

MONTTOXWhen hydrogen cyanide monitoring is required, a level of 10 ppm hydrogen cyanidewill require immediate evacuation of the work area. The HSO will check themonitor reading by back-up sampling the area with hydrogen cyanide "Draeger-Type" tubes. If the results are positive, the hydrogen cyanide(Appendix C) will be initiated.

AR30038

Health and Safety Plan: Saegertown Industrial Area Site

. ; August 17,1990< Revised November 1990; ; Page32

RAP-MINIi • i .

If the RAp-MINI readings during intrusive operations exceed background at thesite, the RPM is to be consulted and made aware of the higher readings. Uponnoticing any higher than background readings, it may be useful to use the RAD-MINI to locate any possible source areas (by use of equipotential contour mapping)to minimize exposure to radioactive source materials.

Many of the subtasks outlined hi the Work Plan will be initiated in Level D or ModifiedLevel D protection. Level D has been selected where specific activities appear to havelow potential for exposure of field personnel to hazardous materials. The HSO isresponsible for upgrading the levels of protection for ail site tasks as required bychanging site conditions.

i --- - -

! ;

Standard Operating ProceduresiPersonal Precautions

i i '

Eating, drinking, chewing gum or tobacco, smoking, or any practice thatincreases the probability of hand-to-mouth transfer and ingestion of material isprohibited in any area designated contaminated.

Hands and face must be thoroughly washed upon leaving the work area.! , :

No facial hair which interferes with a satisfactory fit of the mask-to-face-seal isallowed on personnel required to wear respirators.

Contact with contaminated or suspected contaminated surfaces should beavoided. Whenever possible, do not walk through puddles, leachate, discoloredsurfaces, kneel on ground, lean, sit, or place equipment on drums, containers,or the ground.> f iMedicine and alcohol can potentiate the effects from exposure to toxicchemicals. Prescribed drugs should not be taken by personnel at hazardouswaste operations where the potential for absorption, inhalation, or ingestion oftoxic substances exists unless specifically approved by a qualified physician.Alcoholic beverage intake should be avoided. Consumption of alcoholicanytime during the work day is not allowed.

Project personnel must be familiar with standard operating safety proceduresand £ny additional instructions and information contained in the HASP.

Contact lenses cannot be worn when the hazard of a splash or contaminateddust entering the eyes exists.

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Page 33

Personnel will be made aware of symptoms of exposure to toxic chemicals onsite and for heat or cold stress.

Respirators shall be cleaned and disinfected after each day's use or more often,if necessary.

Use, maintenance and storage of respiratory equipment is the ultimateresponsibility of each user. Project personnel wearing respiratory protectionmust follow the Site Respiratory Protection Program.

Prior to donning, respirators will be inspected for worn or deteriorated parts.Emergency respirators and self-contained breathing devices will be inspected atleast once a month and after each use.

The employee will be familiar with the established respiratory protectionprogram.

Operations

Project personnel going on-site must be adequately trained and thoroughlybriefed on anticipated hazards, equipment to be worn, safety practices to befollowed, emergency procedures, and communications.

Site health and safety briefings must be conducted on a daily basis or asnecessary, as changes in site conditions occur. Health and Safety plans will begiven to contractors and subcontractors to become familiar with the hazardousat the site. Health and Safety plans will be amended as site conditions change.

Any required respiratory protective devices and clothing must be worn byproject personnel going into areas designated for wearing protectiveequipment

Personnel on-site must use the buddy system when wearing respiratoryprotective equipment As a minimum, an extra person, suitably equipped as asafety back-up, is required during extremely hazardous entries.

Visual contact must be maintained between pairs on-site and safety personnel.Team members should remain close enough together to assist each otherduring emergencies.

During continual operations, on-site workers act as safely back-up to eachother. Off-site personnel provide emergency assistance other than first-aid formanageable injuries.

Personnel should practice unfamiliar operations prior to doing the actualprocedure.

ftR300383

Health and Safety Plani Saegertown Industrial Area Site! August 17,1990E Revised November 1990I ' Page 34

Entrance and exit locations must be designated and emergency escape routesdelineated. Warning signals for site evacuation must be established.

Communications using radios, hand signals, or other means must be maintainedbetween initial entry members at all times. Emergency communications will beprearranged for situations involving radio failure, necessity for evacuation ofsite, or other reasons.

i ' • i -Wind indicators visible to all personnel will be strategically located, if required,throughout the site. Where a meteorological station is in use, a daily log of theinstrument readings will be maintained.

I . ! - •i :"

Personnel and equipment in the contaminated area should be minimized,consistent with effective site operations.

i •A site "sign in and out" log will be used to control and monitor site areas.Project personnel accessing the site must utilize this log.

i

Access controls including warning signs and barriers will be utilized atexcavations, control zones and areas found to have dangerous contaminationlevels of known carcinogens.

i : ;If possible, personnel will refrain from entry into any excavations. If personnelentry into an excavation greater than 5 feet deep is necessary, applicable OSHArequirements must be met Any excavation must be evaluated for applicabilityof confined space entry requirements prior to entry.

Prior to mobilization at the site, personal contact is to be made with emergencyroom personnel, the local fire department, police, and other appropriateagencies. If outside of an established town, contact shall be made withappropriate county emergency services agencies.

I l | . .Eye washes, toilet facilities, and first aid equipment will be readily available on-site. Potable water will be provided throughout work activities. Warzynpersonnel are to have current first aid and medical emergency training.

Provisions will be made for the rapid identification of the substance to whichthe worker has been exposed. This information will be given to medicalpersonnel.

Procedures for decontamination of injured workers and preventingcontamination of medical personnel, equipment, and facilities.

i i 'Sufficient water and/or dry chemical fire extinguishers andabsorbing/neutralizing agents will be maintained on site to aid in initialcontainment of any fire or release before emergency services can arrive.

AH30038**



Page 35

SECTION 7MEDICAL SURVEILLANCE

Warzyn employees involved in field work at this site will participate in a medicalsurveillance program under the direction of an Occupational Physician. This programincludes baseline, annual and exit examinations. The typical annual physicalexamination protocol includes:

- Comprehensive Health and Exposure History- Physical Evaluation- Urinalysis- Stool Occult Blood- Blood Chemistry Profile- Hematology Profile- Pulmonary Function Testing- Audiometry- Vision Testing

Additionally, each Warzyn employee is evaluated to determine if they are physically ableto perform work while using respiratory protective equipment in compliance with 29CFR Part 1910.134 and ANSI Z88.2 - 1980.

ftR300385



Page 36

SECTIONSSITE SECURITY AND CONTROL ZONES

Areas of active intrusive operations, plus a circumferential buffer zone with a 25-footradius will define each contamination (or exclusion) zone. The exclusion zone will beclearly marked in the field to alert site personnel and potential visitors. Personneldecontamination stations will be identified on a daily basis. One equipmentdecontamination station will be constructed at an operationally practical location foreach facility property which minimizes possible cross-contamination of support areas.

: • IOvernight storage field equipment will occur in the equipment decontamination area.All active work zones will be clearly defined with physical demarcation devices inaccordance with prudent practices and applicable guidelines. Only personnel involved inproject work or oversight will enter work zones during intrusive project operations.Project personnel on-site each day will check in with appropriate facility management asapplicable, and will log in and log out in the Site log book. Project personnel will enterand exit the Site by the entry and egress points approved by facility management and/orproperty owner. All boreholes or any excavations which cannot be adequately"backfilled" or "plugged" at the end of the work day, must be clearly marked with hazardsignage, including lighted warning barriers.



Page 37

SECTION 9DECONTAMINATION PROCEDURES

Every attempt will be made to prevent direct contact with any waste materials orcontaminated materials which are encountered. Adherence to the procedures notedbelow for the removal and decontamination or disposal of potentially contaminatedpersonal protective equipment is required to prevent the migration of contaminants tosupport areas where personal protective equipment is not required.

Site Personnel Decontamination Procedure:

• Dispose of outer latex booties• Wash boots in liquinox bootwash, rinse hi rinse tub filled with potable water• Clean outer gloves in Liquinox wash solution (discard if too soiled to clean

thoroughly)• Dispose of polycoated tyvek suits• Dispose of surgical gloves• Clean and sanitize face mask if decon-ing from Level C or B• Wash hands and face as soon as possible hi potable water

/

Site personnel will perform the above mentioned decontamination procedure prior toleaving the site.

Discarded clothing and other articles will be collected in double-lined, heavy dutypolyethylene bags. This material will be stored in drums pending the results of Phase 1soil and groundwater analyses. The material will be disposed of appropriately based onthese results.

Equipment and vehicle decontamination procedure:

• Decontamination will be performed prior to Site entryDecontamination will be performed on-site per requirements of this section

• Decontamination will be performed prior to equipment leaving the Site• Gross contamination will be removed with a brush and Liquinox solution• Steam cleaning or hot water high pressure washing will follow

The drilling equipment and the backhoe will be steam cleaned or washed with highpressure hot water between boring/excavation locations and to existing the site. Anotherarea, located away from the equipment decon area, will be designated as a!decon area.



'• Page 38

Decontamination will include steam-cleaning or hot water high pressure washing thedrilling equipment, backhoe and tools between boreholes and test pits, and detergentwashing and water rinsing the split spoon samplers after each collected sample. The drillrig and equipment may also require scrubbing of accessible parts with a detergent/watersolution. Well unit construction materials will also be steam-cleaned or hot water highpressure washed and wrapped in plastic until installed. The bailer cable, trowels,spatulas, stainless steel bucket and water level measurement tape will be cleaned withLiquinox or another non-phosphate detergent solution, and triple rinsed and deionizedwater.

! i--.! - j . .i ^

Equipment remaining on-site overnight will be decontamination at the end of the day, ifnot done earlier in the day.

! I '

Investigation derived waste materials (purge water, drill cuttings, etc.) will becontainerized pending results of soil and groundwater analyses. These materials will bedisposed of appropriately based on analytical results.



Page 39

SECTION 10WORK LIMITATIONS

In general, field activities will be restricted to daylight hours. No drilling or other heavymachinery will be operated after daylight hours. High winds or lightning conditions willnecessitate shut-down of drilling operations. In the event of rain, the HSO will evaluatethe need for suspending drilling operations. The HSO and SS have the authority toimplement continuance/shut-down decisions for field activities during adverse weatherconditions.

During periods of extreme temperatures, project personnel could be affected by eitherheat stress or cold stress depending upon weather conditions at the time projectperformance. Modifications of work schedules, procedures and/or controls beingutilized will be necessitated to minimize the potential for negative health effects forproject workers due to thermal stress. Refer to Appendix C of this HASP for guidanceand procedures to prevent such thermal stress and to treat victims of heat stress or coldstress.



• Page 40

SECTION 11CONFINED SPACE ENTRY

Under the scope of project work to be accomplished during the Saegertown RI/FS,confined space entry work is not anticipated. Should the scope of work change orunexpected site conditions develop which necessitate confined space entry, Warzynpersonnel will follow the procedures and protocols contained in Appendix E of thisHealth and Safety Plan. These procedures and protocols address the followingcategories of concern:

I ' :• Application of Warzyn confined space entry procedures;

i • i

• Training of individuals involved;I

• Air monitoring protocols within confined space;i -'

• Additionally required air monitoring instrumentation (if applicable); andi

• Additional PPE requirements (if applicable).


August 17, 1990Revised November 1990

Page 41

SECTION 12CONTINGENCY PLANEMERGENCY RESPONSE

(Copies of the following will be in field operations vehicles.)

Emergency Action - Standard Operation Procedures

• Name, address, and telephone number of the nearest medical treatment facilitywill be conspicuously posted. A map and directions for locating the medicalfacility, will be cadily available. This route will be verified by the HSO oralternate prior t- eginning work activities.

• Telephone numt ;rs and procedures for obtaining ambulance, emergency, fireand police services will be conspicuously posted.

• Emergency eye washes, toilet facilities and first aid equipment shall be readilyavailable on-Site.

Project personnel will be familiarized with emergency routes of egress andassembly points.

• Every attempt to rapidly identify substances to which the worker has beenexposed shall be made. This information will be given to medical personnel inthe event of an emergency.

• Procedures for decontamination of injured workers and preventingcontamination of medical personnel, equipment, and facilities shall becommunicated to workers.

• Warzyn will have personnel on-site who are trained and certified in first aid andCPR.

• Water and/or dry chemical fire extinguishers and neutralizing agents will bemaintained on site to initially contain a fire or release situation until emergencyservices can arrive.

Emergency ActionsShould conditions exist which cause the cessation of work, Warzyn personnel shallimmediately leave the work area and perform decontamination in the nearest safelocation. Immediately telephone the Health and Safety Coordinator, Project Manager orCorporate Health and Safety Manager to determine further appropriate actions once thearea and personnel are secure and stable. Any necessary medical attention, beyond firstaid, is to be requested from one of the emergency faculties listed underJTEmergencyContact Numbers" in this document. In the event of a fire or exjprocedures located hi this Contingency Plan.

AR30039

i Health and Safety Plani Saegertown Industrial Area Sitei August 17,1990I Revised November 1990! ; Page42

Medical EmergenciesAnyone being transported to a clinic or hospital for treatment will have accessibility toinformation on any potential chemical(s) to which they could have been exposed at thesite. Toxicological information and/or specific medical records may be secured throughthe Warzyn Health and Safety Manager or from Warzyn's medical consultant in theevent of a medical emergency. If determined as prudent or absolutely necessary, first aidshould be administered while waiting for arrival of emergency medical services. Warzynpersonnel trained and certified in first aid and CPR methods will be on-site to deliversuch care in an emergency.

• | • |General On-Site First AidThe following discusses general on-site First Aid procedures for exposure tocontaminants on-site:

' !• Contaminated Material in Eyes - Wash with copious amounts of water for at

least 15 minutes. Lift upper and lower lids occasionally. Seek medical attentionimmediately. Eye wash will be available on-site.

• Notification of Emergency Personnel - Prior to mobilization at the site, personalcontact is to be made with emergency room personnel, the Poison ControlCenter, the local fire department, police, and other emergency services agenciesas appropriate. If outside of an established town, contact shall be made withcounty officials and local emergency services.i ii

• Fire Control - Sufficient water and/or dry chemical fire extinguishers and spillkits will be maintained on site to aid in initial containment of any fire or releasebefore emergency services can arrive.

• Contaminated Materials Contact Skin - For organic materials, promptly washarea with soap or mild detergent and water. For corrosive materials, flush withwater for at least 5 minutes. Do not rub. Check for signs of skin irritation. Seekmedical attention if unusual appearance of skin or sensation is noted.

• Contaminated Materials Penetrate Protective Clothing - Discard protectiveclothing and underlying clothing. Wash skin as described above. Confer withHSO in selection of new protective clothing.

• Inhalation of Contaminated Air - Move person to well ventilated area at once.If individual is not noticeably effected, and has no side effects after 15 minutes,returning to work is allowed providing the work area is no longer contaminated.

fti300392



Page 43

If individual has not fully recovered, continue to monitor for 15 to 20 additionalminutes and seek medical attention if necessary. Use artificial respiration ifbreathing has stopped. In such instances, seek medical attention after victim hasresumed breathing. If possible have someone seek medical attention whileperson is being resuscitated.

• Ingestion of Contaminated Materials - Flush mouth with water, being careful notto swallow. Contact local poison center (see telephone number in EmergencyResponse and Information section). When called for, induce vomiting and givefluids (preferably water) to drink. (DO NOT induce vomiting or give fluids toany unconscious persons). Seek medical attention promptly.

If at any time, personnel feel fatigued, dizzy, nauseous, or experience headaches, they areto be moved to a well ventilated area and allowed to rest for 15 to 30 minutes. Ifsymptoms do not subside, seek medical attention. Should personnel exhibit symptoms oftemperature stress, follow the guidelines for treatment contained in Appendix C of thisplan.

On-Site Communication SystemOn-site communication procedures will be established in the field during the initial sitebriefing or whenever there is a change of site personnel. Emergency signals will bedesignated and discussed during such briefing. Employees will be made aware of exitroutes and assembly points to be used in the event of an emergency.

Work Site Emergency ProceduresIn the event of a medical emergency at a work site, work crew personnel will act quicklyand reasonably to remedy the situation. The HSO shall give directions as to how toproceed. If. the HSO is incapacitated, the alternate HSO will direct necessary first aidand contact the appropriate local emergency response agency.

Any rescue attempts are to be directed by the HSO, or a designated alternate. Under nocircumstances is a rescue attempt to be made without the proper PPE. Any rescuergoing into a contaminated or otherwise hazardous area must have a level of protectionequal to or greater than that worn by the victim.

AR300393

; Health and Safety Plan: Saegertown Industrial Area Site! August 17,1990i Revised November 19901 i Page44

Emergency EquipmentThe following emergency equipment shall be maintained at the station or in theoperations vehicle as most prudent.

! i• Fire Extinguisher• Eye Wash• First-Aid Kit• 5 Gallons of Fresh Water (for flushing of skin, general washing)

i i ,-Fire or Explosion

i i

In the event of a fire or explosion, the local fire department should be summonedimmediately. Upon their arrival the Site Supervisor will advise the fire commander ofthe location, nature and identification of the hazardous materials on-site.

i! iIf evaluated as riot being immediately dangerous to the safety of the employee, anyappropriately trained employee may:

i\ ;

1. Use fire extinguishers available on site to control or extinguish an incipient fire.

2. Remove or isolate flammable or other hazardous materials which maycontribute to the incipient fire.

3. Extinguish any other secondary ignited materials.i i

I ' sContact appropriate facility management as soon as possible if this has not been.

i '.

Evacuation RoutesEvacuation routes shall be established and updated as necessary during phase of projectwork. Evacuation should be conducted immediately, without regard for equipment,under conditions of extreme emergency.

; • !

Personnel should preferably exit out through the decontamination station. Personnelshould decon if it is safe to do so; otherwise, doff PPE in a predescribed manner. If exitmust be made from alternate exit, personnel shall doff PPE before leaving the site.



Page 45

Emergency Decontamination

Primary concern: Prevent severe injury or loss of life.

When is decontamination to be delayed? If immediate medical treatment is required tosave a life, delay decontamination until the victim is stabilized.

When is decontamination to be performed immediately?

• If decontamination can be performed without interfering with essential life-saving techniques or first aid.

• If a worker has been contaminated with an extremely toxic or corrosive materialwhich could cause severe injury or loss of life.

• Heat-related illnesses: Remove protective clothing from victim as soon aspossible. Treat victim for heat exhaustion or heat stroke as appropriate to thesymptoms exhibited by the victim. Refer to Appendix C for guidance isprevention and treatment of heat-induced or cold-induced illness.

AR300395

; Health and Safety Plan1 Saegertown Industrial Area Site: August 17,1990

Revised November 1990i Page46

!

Emergency Contact NumbersSaegertown Fire Department (Ambulance) 911Saegertown Police 911Hospital (814) 333-5000Pennsylvania Department of Environmental Resources (717) 787-2814National Poison Center (800) 942-5969National Response Center (800) 424-8802CHEMTREC (800)424-9300U.S. Environmental Protection Agency

Emergency Environmental Response (Philadelphia) (215) 597-1260Hazardous Waste Hotline (800) 621-3191

Elsa Krauss, Health and Safety Coordinator - Warzyn Engineering Inc.Office (708)691-5068Home (708)668-6850

Gary Parker, Project Manager - Warzyn Engineering Inc.Office (708)691-5138Home (708)668-3938

Mary Ann Latko, Warzyn Health and Safety ManagerOffice (608) 274-0558Home (608) 455-3191

Hospital Address: Meadville Medical Center751 Liberty Street

I Meadville, PA| (814) 333-5000

Directions toHospital: From Site, South about 4 miles on Park Avenue into Meadville, to

| Walnut Street. Left on Walnut (East) to Liberty Street to| Hospital.I • ii i

Note: Appropriate maps delineating emergency egress routes and emergency medicalservices access routes will be available prior to inception of RI/FS activities on the site.Maps will be posted in all site vehicles.

V877HSP01LAM/gmg/GEP AR300396

APPENDIX A

EMERGENCY ROUTE MAP

AR3QQ397

CLO O

"2 "3

228Q _J M

DIRECTIONS TO MEADVILLE MEDICAL CENTER751 LIBERTY STREETSOUTH FOUR MILES ON PARK AVEINTO MEADVILLE PA. TO WALNUT ST.LEFT ON WALNUT ST. (EAST) TOLIBERTY ST. TO HOSPITAL.

APPROXIMATE MEADVILLECITY UMITS-L

north / / ftR3u039QNOT TO SCALE

..,.--«.. HOSPITAL ROUTE MAP< ^ V REMEDIAL INVESTIGATION/^ ^ FEASAHUTY STUDY~ ~ SAEGERTOWN INDUSTRIAL AREA SITE

SAEGERTOWN, PENNSYLVANIA

Drown £,{..£..

Revisions

Checked 7J7V\ App'd- W - -Dote /tj/u/7

60877 A6

APPENDIX B

HEALTH AND SAFETY COMPLIANCE AGREEMENT

ftR300399

HEALTH AND SAFETY MANUALProcedures and Support Documents

Section 500 Site Health and Safety PlansSubject 501 Site Health and Safety Plan OutlineDate Issued DEC 89 Date Revised page SD-501-lJ

SECTION 8: NAMES AND SIGNATURES

All Warzyn employees working on or visiting thfs site are to sign below,Indicating that they have read this Site Health and Safety Plan (SSP),understand its contents, have been given opportunity to discuss its contentswith the Site Safety Officer (SSO) and agree to abide by its requirements.The supervisors of all sub-contractors working under this SSP are to signbelow, Indicating that they have read this Site Health and Safety Plan (SSP),understand its contents, have been given opportunity to discuss its contentswith the Site Safety Officer (SSO) and agree to abide by its requirements andenforce compliance with the SSP among their work crews.

Date Nairn Employer . Signature

*R300*iQO12/89

APPENDIX C

THERMAL STRESS

ARSOOfcQI

TEMPERATURE STRESS

Cold stress reduction - engineering controls.

• Use general or spot heating to increase temperature at work site if thisdoes not create a hazardous situation.

• Shield work area from wind.• Cover metal handles of tools and equipment with thermal insulatingmaterials.

• Do not sit on unprotected metal chair seats.• Heated rest areas are to be available if work is to be performed In anequivalent chill temperature of 20°F or below.

• Encourage workers to use heated rest areas regularly.Cold stress reduction - work practice controls.• Develop and adhere to work-rest schedule.• Encourage frequent intake of warm, caffeine-free, sweet, non-alcoholicdrinks or soup.

• Schedule work for warmest part of the day.• Allow and encourage workers to pace themselves and take extra breaks when'needed.

• Use of buddy system.• Allow new workers time to adjust before working full time.• Arrange work to minimize standing or sitting still for long periods of time.•'Reorganize work procedures so as much of a job as possible can be done in awarm environment.

• Avoid overtime.• Send worker to warm shelter immediately if any of the following symptoms arenoted:

Onset of heavy shivering.Frostnip (skin turns white).Feeling of excessive fatigue.Drowsiness.Euphoria.

Remove outer layer of clothing when entering warm shelter.If clothes are wet* change to dry work clothes before returning to work incold. If not possible, loosen clothing to facilitate evaporation of sweat.

Heat stress reduction - work practice controls.

• Develop and adhere to work-rest schedule. Take breaks In cool areas.• Encourage hourly intake of fluids.• Schedule work for coolest part of the day (early morning, early evening).• Allow and encourage workers to pace themselves and take extra breaks whenneeded.

• Allow new workers time to adjust before working full time: 20% Day 1 with a20% increase on each successive day.

• Avoid overtime.• Use buddy system.

Heat stress monitoring.• Heart rate: count pulse during 30 second period as early as possible in therest period.

• If heart rates exceeds 110 beats per minute (BPH) at beginning of restperiod, shorten next work cycle by 1/3 and keep the rest period thesame.

• If heart rate still exceeds 110 BPM at next rest period, shorten thefollowing work cycle by 1/3.

• Body water loss: measure weight, ± 0.25 LB, at beginning and end of eachwork day, wearing similar clothes. Should not exceed 1.5% of total bodyweight in a work day.

Heat stress - signs and symptoms.

• Heat rash.• Heat cramps.

• Muscle spasms.• Pain in hands, feet or abdomen.

• Heat exhaustion.Pale, cool moist skin.Heavy sweating.Dizziness.Nausea.Fainting.

Heat stroke.

Red, hot, usually dry skin.Lack of or reduced perspiration.Nausea.Dizziness, confusion.Strong, rapid pulse.Coma.

ACTIVITY/METABOLISM RATE ESTIMATES

Work Metabolic RateClassification Activity (kcal/hr)

light typing 113 - 140driving car 140 - 160

moderate walking withlifting/pulling 250 - 350

heavy pick/shovel work 380 - 500

COLD STRESSWORK/WARM-UP SCHEDULE

Air WORK/BREAK SCHEDULE (MINUTES)Temp. Ho 5 MPH 10 MPH 15 MPH 20 HPH

Wind Wind Wind Wind Wind

-15 to -19 110/10 110/10 75/10 55/10 40/10-20 to -24 110/10 75/10 55/10 40/10 30/10-25 to -29 75/10 55/10 40/10 30/10 cease-30 to -34 55/10 40/10 30/10 cease cease-35 to -39 40/10 30/10 cease cease cease-40 to -44 30/10 cease cease cease cease-45 & below cease cease cease cease cease

NOTES

Cold stress schedule applies to moderate - heavy workactivities. For light - moderate work activities, applywork/break schedule one step lower.5 MPH wind: light flag moves10 MPH wind: light flag fully extended15 MPH wind: raises newspaper sheet20 MPH wind: bowing and drifting snow

HEAT STRESSMONITORING SCHEDULE (MINUTES)

Adjusted Normal ImpermeableTemp Work Work

Clothes Clothes

above 90 45 1588-90 60 3083 - 87 90 6078 - 82 120 9072 - 78 150 120

NOTES

Adjusted temperature - measured temperature +(13 * % sunshine)

Schedule applies to moderate work levels. For heavy worklevels, apply monitoring schedule one step lower.

APPENDIX D

RESPIRATORY PROTECTION PROGRAM

AR300W6

RESPIRATORY PROTECTION PROGRAM

I. IntroductionWarzyn Engineering Inc. (Warzyn) has developed its Respiratory Protection Program(RPP) to meet the Occupational Safety and Health Administration's (OSHA) Safety andHealth Standards, 29 CFR Part 1910.134, 30 CFR Part H and the American NationalStandards Institute (ANSI) Standard Z88.2: "Practices for Respiratory Protection" (1980Revision).

As required in these regulations, Warzyn is responsible for the establishment andmaintenance of a respiratory protection program. Warzyn will provide respirators to itsemployees when such equipment is necessary to protect the employee's health. Therespirators provided by Warzyn are approved by NIOSH/MSHA and areapplicable/suitable for their intended use.

Employees of Warzyn must agree to use the provided respiratory protection equipmentin accordance with Warzyn's instructions and training. Each Warzyn employee hasprime responsibility for the daily care and maintenance of respiratory equipment issuedto him/her by Warzyn.

II. PurposeThe purpose of this document is to establish written Standard Operating Procedures(SOPs) to be followed by Warzyn employees to optimize their respiratory protectionduring work on hazardous waste sites and other locations. These SOPs contain the

!information needed to maintain effective respiratory protection in situations wheredangerous atmospheres such as harmful dust, fumes, sprays, mists, fogs, smokes, vapors,or gases are present and engineering controls can not adequately protect Warzynpersonnel.

III. ScopeThe Warzyn RPP provides four types of respiratory protection to the employee,depending on the type and concentration of the contaminants.

!

1. Air Purifying Respirators (APR)

• Shall be used in designated areas as per site-specific Health and Safety Plan.SflSOOfcO?

Appendix D Respiratory Protection Plan Page 2 of 13

2. Powered Air Purifying Respirators (PAPR)

Shall be used for asbestos-related work.

3. Self-Contained Breathing Apparatus (SCBA)

Shall be used at sites where the level of airborne organic vapors or oxygenrequires this level of protection.

4. Supplied airline respirators (with 5-minute escape packs)

Shall be used at sites where the level of airborne organic vapors or oxygenrequires this level of protection.

Warzyn will generally only allow employees to utilize full face respirators. However,half-face respirators can be used if asbestos is the only contaminant present (i.e. noorganic or other vapors). The selection and issuance of such protective equipment willbe uniform to all field employees. Selection of brands and models of respiratoryequipment utilized will be based upon initial and periodic reviews of such equipment bythe Warzyn Health and Safety management. These reviews will combine available testdata, available literature and field evaluation of the performance and effectiveness ofsuch equipment. Respirator cartridges will be selected on the basis of the hazard known,or expected, to be present.

Employees expected to wear respiratory protection are instructed in the proper use andthe limitations of the respirators. The training is based on manufacturer's instructionsand includes, but is not limited to:

1. Preparing for fitting2. Fit testing3. Inspection procedures4. Proper use and wearing instructions5. Maintenance and sanitation instructions6. The nature of potential airborne exposure hazards

When possible, respirators are assigned to individual employees for their exclusive usefor the duration of the project. Employees are responsible for maintenance andsanitation of respirators assigned to them. Periodic spot checks are made by supervisorypersonnel to ensure compliance. When respirators are transported,


in a clean, sanitary place and protected from damage. They are to be stored in a dry,clean, scalable plastic bag.

IV. Responsibility and AuthorityThe Warzyn Health and Safety Manager designates Warzyn personnel who have theresponsibility of implementation of the program. Program maintenance, implementationand review are the responsibilities of the Warzyn Health and Safely Manager. Theprogram will undergo an annual re-evaluation by the Warzyn Health and SafetyManagement.

i . ; - •

Warzyn will have available all necessary respiratory equipment as specified in this plan.These respirators will in no way be modified by Warzyn or its employees.i ' • •

V. Medical SurveillanceIt is Warzyn's policy that no employee will be assigned to those tasks requiring the use ofrespirators until that employee has been certified as medically fit to wear the designatedrespirators under working conditions. A physician, designated by Warzyn, will make thedetermination as to whether or not an employee is fit to wear the respirator and as tounder what conditions that employee may use the respirator. This medicaldetermination will be made at least annually, and at other such times as may be deemednecessary.

!

Guidance for Selection of Approved Respirators for Protection Against HazardousAtmospheresRespirator protection equipment is selected on the basis of the hazards to which workersare exposed and in accordance with all OSHA standards. The selection of respiratoryprotection equipment for use in response to hazardous waste site work considers risk tolife and health, the nature of the equipment available, and relative comfort and ease withwhich work may be performed while still achieving an appropriate level of protection.This section summarizes the criteria used for equipment selection and the conditionsunder which each type of equipment is to be used.


The selection of the proper type of respiratory protection equipment for Warzyn-use isbased upon the following criteria.

1. The nature of the hazardous situation encountered.

2. The type of respiratory hazards, including physical properties, physiologicaleffects on the body, concentration of toxic material (or airborne radioactivitylevel), established permissible time-weighted exposure levels for toxic materials,and any established or suspected presence of atmospheres which areimmediately dangerous to life and health (IDLH).

3. The location of the hazardous area in relation to the nearest area havingacceptable respirable air.

4. The period of time for which respiratory protection must be provided.

5. The activities of Warzyn employees in the hazardous area.

6. The physical characteristics, functional capabilities and limitations of the varioustypes of respirators.

7. Extenuating local environmental conditions including temperature, humidity,precipitation, etc.

8. Respiratory protection factors.

A. Unknown AtmospheresIn some instances, it may not be known in advance what toxic or hazardous substancemay be present at the work location, what the airborne concentration(s) of thesesubstances at the site are, or if an oxygen deficient atmosphere is present. In theseinstances, it will be assumed that the unknown atmosphere is immediately dangerous tolife and health. In these situations, 29 CFR 1910.134 and ANSI Z88.2 (1980) requirethat an air supplied respirator, such as a pressure-demand or positive-pressure SCBA orsupplied airline respirator with escape bottle, be used.

Therefore, when Warzyn employees are working at a site with unknown air contaminantconcentrations, such Warzyn personnel will use only these types of air suppliedrespirators. Respiratory protection may be downgraded as appropriate after theatmosphere has been tested.


B. Known AtmospheresThere are response activities or sites where the contaminants, the concentrations and theoxygen level are known. In these situations, the OSHA regulations and ANSI Z88.2(1980) guidelines prescribe specifical respiratory protection. The following detailsrespiratory protection which will be provided by Warzyn in such instances:

i '

• Atmospheres which are oxygen deficient (less than 19.5% oxygen): onlyrespirators which provide an independent source of respirable air can be used(i.e., SCBAs, SCBAs with air-line sources, supplied air-line respirators, etc.) Ininstances when an employee knows that an atmosphere is oxygen deficient, thenhe/she will utilize one of the above mentioned types of respiratory protectiveequipment as directed by the Warzyn site safety officer.

I i• Atmospheres in which contaminant levels are IDLH, only respirators which

provide an independent source respirable air under positive pressure can beused. :

I

Atmospheres which are not IDLH: in atmospheres encountered that containadequate oxygen (19.5% oxygen or more), contaminants with good warningproperties (taste, smell, irritating) at level below TLV and no contaminants onlist of specifically-excluded materials published by respirator manufacturer, airpurifying respirators are acceptable.

The full-face, air-purifying respirator is the style of respirator mask which Warzyn willj . (

generally utilize for its employees. In the selection of the appropriate air-purifyingrespirator, OSHA requires that a fit test be used. At a minimum, a qualitative fit testmust be used with negative-pressure respirators to determine if there is a properrespirator-to-face seal. The results of this fit test are used to select the specific types,makes, and models of negative-pressure respirators which can be used by each employee.If an employee cannot be fitted properly with the brand of respirator routinely utilized byWarzyn, an effort will be made to find an acceptable substitute model or brand.

i 'Because of the wide variety of facial characteristics of employees and the wide array ofrespirator manufacturers, no respirator will be issued without a proper fit test of theindividual employee. Each employee who will use an air-purifying respirator mustsuccessfully complete a qualitative fit test using isoamyl acetate and an irritant smoke.


The following policies apply to the fitting and use of respirators:

Fit testing for positive-pressure SCBAs is not required.

A Warzyn employee is not allowed to use a respirator of any type if a good sealcannot be achieved. This means no facial hair or glasses can be worn that willinterfere with the attainment of a good seal. Beards are not allowed onemployees wearing respirators.

Persons requiring glasses to function safely shall be provided with speciallymounted inserts inside full-face mask air-purifying or SCBA respirators.

If it is found that an employee cannot obtain a good seal because of facial ormedical characteristics whether with the air-purifying respirator or positive-pressure SCBA, that employee will not use, or enter an atmosphere that requiresthe use of, that equipment.

An employee is allowed to use only the specific make(s) and model(s) of air-purifying respirators for which the person has completed a successful qualitativefit test. Under no circumstances shall a person be allowed to use respirator notpreviously fit-tested if the results of the fit test indicate that the person is unableto obtain a satisfactory fit.

Warzyn's qualitative fit test procedures involve two stages of testing. Stage I is a simplerespirator negative- and positive-pressure seal check for face-piece fit. Stage n is theexposure of the respirator wearer to test atmosphere. This includes two separateatmosphere tests to check the adequate fit of the respirator.

Note: During any fit test, the respirator headstraps must be as comfortable as possible.Over-tightening the straps will sometimes reduce face piece leakage, but thewearer may not be able to tolerate the mask for any period of time.

Stage I - Negative Pressure Sealing Checks for Air Purifying RespiratorsThe wearer can perform this test by himself or herself in the field or office after donningthe air-purifying respirator. Close off the inlet opening of the respirator's cartridges bycovering them with the palm of the hands so as to block the passage of air, inhale gentlyand hold for at least ten seconds. If the face-piece collapses slightly and no inwardleakage of air is detected, the fit of the respirator to the wearer is satisfactory for thistest.

AR300M2


Positive Pressure Sealing Check for Air Purifying RespiratorsThis test is performed after donning the air purifying respirator and conducted by closingoff the exhalation valve and exhaling gently. The fit of a respirator equipped with a facepiece is considered to be satisfactory if a slight positive pressure can be built up insidethe face-piece for at least ten seconds without detection of any outward leakage of air.

i! :

These tests are also to be used as gross determination of fit just prior to entering anytoxic atmosphere.

!

Stage II !A person wearing an air-purifying respirator will be exposed to two test agents: isoamylacetate (an odorous vapor) and an irritant smoke. The air-purifying respirator will beequipped with a cartridge which effectively removes the test agents from respired air. Ifthe respirator wearer is unable to detect penetration of the test agent into the respirator,the respirator wearer has achieved a satisfactory fit.

Procedures for the Isoamyl Acetate TestIsoamyl acetate of banana oil is a chemical which produces a pleasant banana-smellingorganic vapor. It is an easily detectable odor. The isoamyl acetate fit-test will beconducted in an enclosure. Inside the enclosure will be an isoamyl acetate saturatedmaterial. This will produce a concentration of approximately 100 ppm inside theenclosure. Most people can detect isoamyl acetate at 1 to 10 ppm.

_ !

The following isoamyl acetate fit tests will be performed as follows:

1. Put on the air-purifying respirator in a normal manner. The respirator must beequipped with cartridges specifically designed for protection against organicvapors.

2. Enter the test enclosure so that the head and shoulders are well inside.I

3. If the banana-like odor is detected, return to clean air and readjust the face-piece and/or adjust the headstraps without unduly tightening them.

fti300M3


4. Repeat step 2. If the banana-like odor is not detected, a satisfactory fit has beenobtained. If the vapor is detected, an attempt should be made to find theleakage point. If the leak cannot be located, another respirator of the same typeand brand should be tried. If the leak remains, another brand or size respiratorwith a face-piece of the same type, should be tried.

During the test, the subject is to make movements that approximate a normal workingsituation. These may include, but not necessarily limited to, the following:

1. Normal breathing.

2. Deep breathing, as during heavy exertion. This should not be done long enoughto cause hyperventilation.

3. Side-to-side and up-and-down head movements. These movements shouldapproximate those that take place on the job.

4. Talking. This is most easily accomplished by reading a prepared text loudenough to be understood by someone standing nearby.

5. Other exercises may be added depending upon the situation. For example if thewearer is going to spend a significant part of his time bent over at some task, itmay be desirable to include an exercise approximating this bending.

Procedures for the Irritant Smoke TestThis qualitative test involves placing the respirator wearer in an environment containingan irritating smoke such as produced by stannic chloride.

In this test, the wearer usually reacts involuntarily to leakage by coughing or sneezing.The likelihood of a false indication of proper fit is reduced. It is advisable to have goodventilation in the room where the testing is to be conducted.

The irritant smoke test is to be conducted by using an enclosure over the breathing spaceof the employee being tested. The irritant smoke is introduced through a small openingin the enclosure during the test.

The air-purifying respirator to be used in this test must be equipped with a high-efficiency particulate cartridge.


The irritant smoke fit test will be performed as follows:

1. Put on the respirator normally, taking care not to tighten the headstrapsuncomfortably. Once the respirator is on, enter the suspended enclosure so thatthe head and shoulders are well inside the enclosure.

ij '

2. Once inside the enclosure, the irritant smoke shall be added in small quantitiesby an attendant, pausing between puffs from the applicator, listening for areaction.

3. If no leakage is detected, the smoke density may be increased.

4. At this point, if no leakage has been detected, cautiously begin the headmovements and exercises mentioned in the isoamyl acetate test. The attendantis to remain especially alert and be prepared to stop producing smokeimmediately and remove the subject from the bag should be subject begin anyadverse reactions.

5. If leakage is detected at any time, stop inducing the smoke and let the wearerout of the enclosure to readjust the face piece or headstrap tension. Repeat theprocedure from Step 2 once the respirator is readjusted.

6. If, at the end of all movements and exercise, no penetrations of the irritantsmoke into the respirator were detected, the respirator wearer has a satisfactoryfit.

7. Remove the subject from the test atmosphere.

Warzyn's training procedures are divided into two phases: Initial respiratory protectiontraining instruction and refresher training sessions. The following is an explanation ofeach phase of Warzyn's training procedures.

Initial Respiratory Protection Training InstructionEach employee, upon entry into Warzyn's hazardous waste investigation program, willreceive, from a qualified instructor, training on the proper and safe use of the respiratoryequipment. The initial training course, a subsection of the required 40-hour initialtraining course:

! :

Regulations and laws concerning usei |

• Reasons for the need of respiratory protection


Basic respiratory protection practices and equipment

Nature, extent and effects of respiratory hazards to which employees may beexposed

• A general explanation of available respiratory protection equipment and devicesand their uses and limitations

Selection parameters to be followed in choosing respiratory protectionequipment

How to don and wear properly, check face piece-to-face seal, qualitative fit test

Explanation of how to perform proper maintenance and storage

Classroom and operational instruction in how to recognize and cope withemergency respiratory protection requirements during response activities

Training Review SessionsIt is the policy of Warzyn that all employees who will use respiratory protectionequipment shall receive at least annual review training. These sessions will be conductedby qualified individuals. SCBA or airline respirator use will not be permitted unlessreview training has been completed within the previous six months.

Issuance of RespiratorsWarzyn will maintain sufficient quantities of respiratory protective equipment foremployee use. Where they are required, respirators will be issued to employees for theduration of site work. During that time period, the employee has specific responsibilitiesfor its care, use and maintenance. Upon return of the equipment to the companystoreroom, it will be cleaned and serviced prior to storage.

The appropriate, approved cartridges will be provided by Warzyn for any brand ofrespirator which Warzyn makes available to employees.

Respirator Maintenance. Inspection. Cleaning and StorageAn integral part of Warzyn's RPP is a conscientious maintenance program for allrespiratory equipment used by company personnel. It is the responsibility of eachrespirator user to inspect his/her respirator for defects before and after each use, to

AR300M6


clean and sanitize his/her respirator after each use, and to store the respirator properlyso that it will retain its original shape and effectiveness. If defects are noted, the user isresponsible for delivering the respirator to the designated Warzyn technician forappropriate repairs. A designated Warzyn employee shall monitor that respirator usersare complying with the RPP requirements, periodically inspect respiratory equipment forneeded repairs, and inspect all supplied-air respiratory protection equipment, SCBAsand escape packs monthly.

Cleaning and SanitizationEach respirator will be cleaned and sanitized after each use by the person to whom it hasbeen issued. i

The cleaning and sanitizing of the units will be accomplished in the following manner:i ,

1. Break ;the apparatus down to its components. Thoroughly inspect each of thecomponents for any defects, excessive wear and tear, etc. Discard any usedcanisters. Replace any defective or worn parts.

2. Thoroughly wash the face-piece and mask components in a cleaning andsanitizing solution made according to manufacturer's directions. Scrubcomponents with a sponge or soft brush to remove dust, dirt, or othercontaminants.

I ;

3. Thoroughly rinse all component pieces in warm water. Residuals of the cleaningand sanitizing solution can cause dermatitis in some individuals.

4. Air dry all components thoroughly, inspect them again for any defects,reassemble the unit, and store properly until the next use.i

Inspection for DefectsiThe inspection of the respirator will identify damaged or malfunctioning componentsbefore use in a hazardous atmosphere. All respiratory equipment will be inspectedbefore the apparatus is used and during the cleaning process.


The inspection of respiratory equipment will include a check of tightness of allconnections; the condition of respirator inlets and outlet coverings, head harness andassembly, valves and connecting tubes; shelf-life dates on all filters, canisters, andcartridges; and a thorough check of any regulators, alarms and other warning systems.All rubber and elastomeric parts of the respirator will be checked for pliability, propersealing and signs of deterioration. Each air cylinder will be checked for integrity,currency of inspection, and readiness for use.

Maintenance and RepairAll parts replacement and repair of respirators will be performed by persons properlytrained hi respirator assembly and defect identification. Valves and regulators will bereturned to the manufacturer for repair/or adjustment. IT IS STRICTLYFORBIDDEN TO SUBSTITUTE ANY PART OF THE RESPIRATOR ASSEMBLYFOR ANY OTHER BRAND OR TYPE OF RESPIRATOR PART. TO DO SO WILLINVALIDATE THE CERTIFICATION OF THE RESPIRATOR AND COULDSIGNIFICANTLY COMPROMISE THE HEALTH/LIFE OF THE USER.

It is the responsibility of a designated Warzyn employee at each Warzyn office tomaintain records of all repairs, mechanical adjustment, and replacement of parts, notingthe date, manufacturer and model number, part number, and technician's name.

Storage of EquipmentAll respiratory equipment will be stored to protect it from dust, sunlight, excessive heat,extreme cold, excessive moisture, damaging chemical, and mechanical damage.Respirators will be stored individually, not stacked one upon the other or in crampedspaces, to prevent distortion of rubber or other elastomeric parts. Respirators are to bestored in sealed plastic bags.

Evaluation of Respirator Program EffectivenessIt is the policy of Warzyn, in compliance with 29 CFR 1910.134 and ANSI Z88.2, toregularly inspect and re-evaluate the effectiveness of the company's respiratoryprotection program. All employees involved are to be provided with effective respiratoryprotection. As further assurance of this protection, periodic monitoring of the user will


be done. The respiratory program will be evaluated annually by the Warzyn Health andSafety Manager, the written operating procedures may be modified, and correctiveactions will be taken to correct any discovered defects in the program, noting target datesfor implementation.

V877HSP01LAM/gmg/

APPENDIX E

CONFINED SPACE ENTRY

AR300WO

E-l

Definition of permit • An enclosed space which meets all of theentry confined space following criteria:

• Is large enough and laid out in such a way that aworker could enter and perform work.

• Has limited means of entry and exit such as a storagebin, hopper, vault, pit or diked area.

• Is not designed for continuous occupancy of theworker.

• Has one or more of the following characteristics:i

• Contains or may contain a hazardous atmosphere.Contains potential for engulfment by looseparticles.Has an internal lay-out such that someoneentering could be trapped or asphyxiated byinwardly converging walls or a floor which slopesdownward and tapers to a smaller cross-section.

• Contains any other recognized serious safety orhealth hazard.

• Even the act of placing your face through the opening ofa permit entry confined space is considered an "entry.

Proposed regulatory • Entry permit shall authorize entry:requirements

• Only by authorized workers.i • Into a specific permit entry confined space.

For a specific purpose.; • With entry by a specific shift or work crew for a

period not to exceed 24 hours.iI • Entry permit shall include the following items:! i

! • The minimum environmental conditions which areI acceptable for entry and working in the space.1 • A means for assuring and certifying that all pre-entry

requirements have been met.The name or job title of the person authorizing or in

| charge of the entry.! • The name of the attendant.I • The means for assuring that the on-site rescue team is

available. If no on-site rescue team has been formed,1 then the permit must carry the means for assuring1 that predesignated outside assistance can beI summoned.1 • Any known hazards or those which could reasonably

be expected to be present in the space.

AR30.0&2I

E-2

• The following requirements may be covered in thepermit or by a checklist which is then attached to thepermit:• All means of isolation, cleaning, purging or bringing

motion to rest has been done prior to entry to removethe hazards identified.Description of any additional hazards that theactivities of the workers in the space could bereasonably expected to generate. If any special workpractices or procedures must be followed, they mustbe listed.

• Any personal protective equipment that is necessaryfor the entry or rescue of the workers in the confinedspace, should that be necessary.Any testing of the atmosphere in the space whichmust be done immediately prior to and during theentry period. Person responsible for this testing mustbe listed.

• If hot work will be necessary in the space, it must beauthorized here or on a separate hot work permitattached to, and noted on, the entry permit.Any rescue equipment which must be readilyavailable. If entry will be into an atmosphere which isactually or potentially immediately endangering tolife or health (IDLH), NIOSH approved positivepressure atmosphere supplying breathing apparatusor a positive pressure airline respirator equipped witha minimum of 5-minute emergency escape bottlemust be available at the point of entry.

Pre-entiy testing • Test atmosphere in confined space for:requirements

• Oxygen levels.Flammability.Other contaminants that have potential to be present.

• Testing performed by Site Safety Officer or designatedalternate.

• Equipment calibrated, according to manufacturer'sprocedures, before and after testing.

• Testing conducted throughout entire portion of spacethat workers will occupy during entry, without the use ofventilation systems.

• For vertical entries, use remote probes to measureatmospheres at various levels.

A8300U22

E-3

• Test atmosphere outside confined space to make suresurrounding air is not contaminated.

i • Atmospheric conditions which are not acceptableinclude:

I • Oxygen levels < 19.5% or > 23.5%.i • Flammable gas, vapor or mist concentration > 10%i lower explosive limit (LEL).

• Airborne combustible oust concentration whichreduces visibility to < 5 feet.

i • Atmospheric concentration > TLV or recommendedi limit from MSDS.! -If test results indicate that atmospheric conditions in the'. confined space are not acceptable, entry is prohibited

until atmospheric condition is brought into acceptablei limits by purging, cleaning or ventilating the space.

Isolation • Confined must be in a "zero energy state" with respect to! chemical, electrical, gravitationalT hydraulic, pneumatic,I etc. sources.I • All energy sources must be de-energized, relieved,i secured, disconnected and/or restrained.I • Disconnect belt/chain drives and mechanical

Linkages.• Secure moving parts.• Depressurize and disconnect supply lines. Use a

blank or cap.1 • Lock and tag in-line valves.

Site Safety Officer • Confirm need to enter confined space. Reviewresponsibilities tasks that might eliminate need to enter confined space.

• Review site health and safety plan to confirm that theidentity of each confined space on-site has been noted.A confined space is defined as any tank, vessel, silo,storage bin, hopper, vault, pit, trench, diked area or anyother enclosed space with limited means of egress orentry that meets one or more of the following criteria:

Contains an actually or potentially hazardousatmosphere or other recognized safety or healthhazard.

• Contains the potential for engulfment by particulatematter or liquid.

• Has an internal lay-out such that someone enteringcould be trapped or asphyxiated by inwardlyconverging walls or a floor which slopes downwardand tapers to a smaller cross- section.

E-4

• Contains any other recognized serious safety orhealth hazard.

Prior to the start of site activities:• Inform site workers of the location of each confined

space to prevent inadvertent entry.• Assure the availability and use of all personal

protective equipment and clothing necessary for safeentry.

• Assure that rescue and safety related equipment, suchas lifting or retrieval devices, are readily availableprior to entry. Provide for and require the use ofretrieval lines, or equivalent equipment, to make non-entry rescues possible.

Provide appropriate vehicle and pedestrian guards.barriers or other .means to protect the entry party andattendants from local traffic hazards and to protect non-entering employees from hazards arising from theconfinedspace.Do not authorize or allow employees who have not beentrained in permit entry confined space to enter anyconfined space.Determine actual and potential hazards associated withthe space at the time of entry. Choose the appropriatemeans to execute a safe entry.Assure all necessary control measures are completed:• Isolation (i.e., lock-out, blanking, disconnections,

etc.).• Space preparation (i.e., cleaning, purging, inert

atmosphere in place, etc.).Assure, by appropriate testing, that the C9ntrol measuresused are effective. Assure proper calibration of testand/or monitoring equipmentDetermine and evaluate the source (e.g., residue to beremoved from space, leaking valve or pipe in space) ofany atmospheric the contamination found at the time ofentry.Provide an attendant for each permit entry of confinedspace.Complete the Confined Space Entry Isolation/Preparation Checklist Identify py job title or name thosepersons who must sign the entry permit and the duties ofeach, including the person in charge of entry.

E-5

Persons authorizing/in • Verify that the necessary pre-entry conditionscharge of entry and/or exist. Record conditions and measured atmosphericSite Safety Officer gas levels on a Confined Space Entry Permitresponsibilities

• • Verify that an on-site rescue team is available if it is to beI used. Record on Confined Space Entry Permit.

• Verify that the means for summoning the on-site rescue; team or other emergency assistance is operable. Recordi on Confined Space Entry Permit.I • Complete all portions of Confined Space Entry Permit.I Assure that pre-entry and authorizing signatures portions! of the permit are completed before any employee enters ai permitted-entry confined space.i • Terminate the entry upon becoming aware of. a non-! permitted condition or conditions which exceed entry; permit limits.

• May serve as attendant.i

Attendant • Remain outside the permitted-entry confined space.responsibilities UNDER NO CIRCUMSTANCES ENTER THE

P CONFINED SPACE, EVEN IN AN EMERGENCY.UNTIL HELP ARRIVES. Do not leave for any reasonwhile entry continues, except for self-preservation, unlessreplaced by a qualified individual.

• Maintain continuous communication with all authorizedentrants within the permitted-entry confined space byvoice, radio, telephone, visual observation or other equallyeffective means.

• Order entrants to exit the space at the first indication of anon-permitted condition, unexpected hazard, indication ofa toxic reaction, unusual conduct of entrants, externalsituation that could pose a hazard to the entrants.

• Know the procedure and have the means to summonimmediate emergency assistance.

• Do not allow any one to enter the confined space to affecta rescue unless that person is wearing appropriate PPE,including safety harness with life line and necessaryrespiratory protection.

• Warn unauthorized persons not to enter, or to exitimmediately if they have entered.

E-6

• Assist in handling tools and materials, relaying messages.Prevent fouling 01 air hoses and life lines in use.

OSHA imposed attendant • Emergency Action plan (SSP).training requirements

• Duties of attendant as outlined in company permitted-entry confined space procedure.

• Proper use of communication equipment used to keep hicontact with workers in confined space.

• Early warning signs and symptoms of exposure tocontaminants that could be in confined space.

Additional imposed • Allow entry into confined only if .§11 of therestrictions following criteria are met:

•No other non-entry procedure can be used to completethe necessary work.• There is no danger of engulfment.• The atmosphere can not become EDLH.• At least one of the following items is in place:

• The space has been ventilated using a mechanicallypowered ventilator for a period of time not lessthan that specified in the ventilation nomographfor that ventilator and that the ventilationcontinues throughout the entry.

• A combination of appropriate atmospheric testingand mechanically powered ventilation is used.

• Appropriate continupus atmospheric testingassures that permit conditions are maintained.

Do not permit non-attendant confined space entries.Special considerations • Certain work being performed in a confined space, such as

welding, drilling or sludge removal, could cause theatmospnere in the space to change. Under theseconditions, air monitpring of the confined space is to beconducted on a continuous basis throughout the time ofentry.

• If workers leave the confined space for any significantperiod of time, such as for lunch or other break, theatmosphere 01 the confined space must be re-testedbefore the workers can re-enter the confined space.

A830G«t26

i APPENDIX F|i

EQUIPMENT MAINTENANCE AND CALIBRATION

ft 8-3.00 2 7

SECTION 3

CALIBRATION3.1 INTRODUCTION

The PI 101 Analyzer is designed for trace gas analysis inambient air and is calibrated at HNU with certified standards ofbenzene, vinyl chloride and isobutylene. Other optional.calibrations are available (e.g., ammonia, ethylene oxide, H2S,etc.). Calibration data is given in the data sheet. If aspecial calibration has been done, the data is given in theApplication Data Sheet, which notes the sample source, type ofcalibration (see Section 8, Appendix), and other pertinentinformation.

Good instrumentation practice calls for calibration on thespecies to be measured in the concentration range to be used.This procedure assures the operator that the analyzer isoperating properly and will generate reliable data.

Some general points to consider when calibrating the PI 101are that the analyzer is designed for operation at ambientconditions and therefore the gas standards used for calibrationshould be delivered to the analyzer at ambient temperatures andpressure and at the proper flow rates.

WARNING:

The PI 101 is a non-destructive analyzer; calibrations usingtoxic or hazardous gases must be done in.a hood.

The frequency of calibration should be dictated by theusage of the analyzer and the toxicity of the species measured.If the analyzer has been serviced or repaired, calibrationshould be done to verify operation and performance. It isrecommended that calibration be checked frequently at first(daily or every other day) and then regularly based on theconfidence level developed.

The normal meter scaleplate is 0 to 20. If the scaleplateis different, refer to the Application Data Sheet. If there arequestions, consult the HNU representative before proceeding withcalibration check.

An accurate and reliable method of calibration check is touse an analyzed gas cylinder in a test setup as shown in Figure3—1 and described below. Additional material on calibration isgiven in Section 8, Appendix.

3.2 ANALYZED GAS CYLINDER

a. Concentration - The calibration gas cylinder is tocontain the species of interest made up in an air matrixat or near the concentration to be analyzed. If thecomponent is unstable in air, another matrix is to beused. The final calibration mixture should be similarto the sample the PI 101 will analyze. If the expectedconcentration is not known then a concentration shouldbe chosen that will cause a scale displacement of 50 to802 on the X10 range. Calibration on X10 range .wiU.nprovide accurate values on the XI range as well $ H ijy fj H 2

PAGE 3-1

SECTION 3.2, 'ANALYZED GAS CYLINDER cont.

! For use on the 0-2000 range, a two-standard^calibration is preferred: one at 70 to 85Z of thelinear range and the other at 25 to 35Z of the linearIrange. With the linear range of approximately 600 ppm'for most compounds these points would lie between 420 to:510 ppm and 150 to 210 ppm, respectively.

Stability - The calibration gas must be stable within.the cylinder during the period of use. If thecalibration is required in the field, then use of asmall cylinder is recommended. In addition, the choiceof cylinder material in contact with the gas must beconsidered (steel, aluminum or teflon). If there areany questions, the operator should request stability andusage information from the gas supplier.

WARNING

Extreme care must be taken in the handlingof gas cylinders. Contents are under highpressure. In some cases, the contents maybe hazardous. Many gas suppliers willprovide data sheets for the mixtures uponrequest.

c;. Delivery - The cylinder containing the calibration! mixture must be connected to a proper regulator.

WARNING

Never open the valve on a gas cylindercontainer without a regulator attached.

Leak test all tank/regulator connections as well as themain cylinder valve to prevent toxic or hazardousmaterials from leaking into the work area* Care must betaken that the materials of construction of theregulator will not interact with the calibration gas.

iOne method of sampling the calibration gas is

illustrated in Figure 3-1. Connect the cylinder to oneleg of the tee, a flow meter to the opposite leg, andthe probe to the third leg. The flow meter does notrequire a valve. If there is a valve, it must be leftwide open, the flowmeter is only to indiaata* aajca jsflow. Adjust the flow from the regulatoSffevAhUtAtt-?a little excess flow is registered at the flowmeter.

PAGE 3-2

AR300U29

SECTION 3.2, ANALYZED GAS CYLINDER cont.

This insures that the PI 101 sees the calibration gas atatmospheric pressure and ambient temperature.

d. Usage - Generally, a gas cylinder should not be usedbelow 200-300 psi as pressure effects could causeconcentration variations. The cylinder should not beused past the recommended age of the contents asindicated by the manufacturer. In case of difficulty,verify the contents and concentration of the gascylinder.

e. Alternate means of calibration are possible. Formore information, contact the HNU Service Department.

3.3 PROBE

a. Identify the probe by the lamp label. If a questionexists, disassemble the probe and inspect the lamp. Theenergy of the lamp is etched into the glass envelope.

b. Connect the probe to the readout assembly, making surethe red interlock switch is depressed by the ring on theconnector.

c. Set the SPAN pot to the proper value for the probe beingcalibrated. Refer to the calibration memo accompanyingthe probe.

d. Check the lonization Potential (IP) of the calibrationgas to be used. The IP of the calibration gas must beat or below the IP of the lamp.

e. Proceed with the calibration as described in Section3.4. Check the calibration memo for specific data.If any questions develop, call the HNU representative.

f. NOTE: The Il.TeV lamp has a special cleaning compound.Do not use water or any other cleaning compound with the11.7 eV lamp. Do not interchange ion chambers*amplifier boards or lamps between probes. (See Section5.2).

3.4 PROCEDURE

a. Battery check - Turn the function switch to BATT.The needle should be in the green region. If not,recharge the battery.

PAGE 3-3

SECTION 3.4, PROCEDUREi

i i . ib. Z|ero set - Turn the function switch to STANDBY.

'. In this position the lamp is OFF and no signal isgenerated. Set the zero point with the ZERO setcontrol. The zero can also be set with the functions|witch on the XI position and using a "Hydrocarbon-free"

: 4ir. In this case "negative" readings are possible if] the analyzer measures a cleaner sample when in service.i ' i . !

; c. Q-20 or 0-200 range - For calibrating on the 0-20 or'• 0-200 range only one gas standard is required. Turn the• function switch to the range position and note the meter

Reading. Adjust the SPAN control setting as required to' read the ppm concentration of the standard. Recheck thei zero setting (step b-.). If readjustment is needed,

tepeat step c. This gives a two-point calibration; zeroi • and the gas standard point. Additional calibration; baints can be generated by dilution of the standard with! zero air if desired (see Section 8).

d. 0-2000 range - For calibrating on the 0-2000 range, use,' of. two standards is recommended as cited in Sectioni i3,.2a. .First calibrate with the higher standard usingi the SPAN control for setting. Then calibrate with theI lower standard using the ZERO adjustment. Repeat these

!several times to ensure that a good calibration isobtained. The analyzer will be appoximately linear toibetter than' 600 ppm, (see Figure 3-2). If the analyzeris subsequently to be used on the 0-20 or 0-200 range,it must be recalibrated as described in steps b. and c.above.

e. |Lamp cleaning - If the span setting resulting from[calibration is 0.0 or if calibration cannot be achieved,

* !then the lamp must be cleaned (see Section 5.2).

f. Lamp replacement - If the lamp output is too low or ifithe lamp has failed, it must be replaced (see Section5.3).| I

3.5 CALIBRATION CHECKINGI

Rapid calibration checking in the field can be accomplishedby use bi: a small disposable cylinder containing isobutylene.Immediately after a calibration has been completed, a reading istaken oin a special isobutylene standard. This provides areference concentration measurement for later checking in thefield. | This can be done at any time with a portable cylindercontaining this same special standard, using this referencereading as a check, and making adjustments to the analyzer ifnecessary. In effect, this is an indirect method ofcalibration, one maintaining the calibration to give directreadings for the original gas mixture, but using the portableisobutylene cylinder. Details are given in SectionAppendix.

I PAGE 3-4

(tubing. 1/4" Oiameter)

FIGURE 3-1CALIBRATION TEST SET UP Page3-S

• 1000-

800-o.o.

g 600-Oo.crta:C 400-LUUJ

200-

1000-

^ 800-o.o.

I§ 600-

400

tucc5I—UJ

200 H

ISOBUTYLENEIN AIR

I I I IT |200 400 600 800 1000

ACTUAL PPM

BENZENEIN AIR

I I I I T200 400 600 800 1000

ACTUAL PPM

M301H33

FIGURE 3-2TYPICAL CALIBRATION CURVES (10.2 eV) . Pace

SECTION 5

MAINTENANCE

5.1 INTRODUCTION

Maintenance of the analyzer consists of cleaning the lampand ion chamber, replacement of the lamp or other componentparts or subasserablies.

WARNING: Turn the function switch on the control panel tothe OFF position before any disassembly.Otherwise, high voltage of 1200 V DC will bspresent.

WARNING: Use great care when operating the analyzer withthe readout assembly outside its case due to thepresence of 1200 V DC.

' WARNING: Do not look at the light source from any closerthan 6 inches with unprotected eyes. Observe

I o n l y briefly. Continued exposure t o ultravioletenergy generated by the light source can beharmful to eyesight.

| CAUTION: Do not interchange lamps of different eV ratingsin a probe. Amplifier and components areselected for a specific eV lamp. A probe with

J the wrong lamp will not operate properly.

5.2 UV LAMP AND ION CHAMBER CLEANING

During periods of operation of the analyzer, dust or otherforeign matter could be drawn into the probe forming deposits onthe surface of the UV lamp or in the ion chamber. Thiscondition is indicated by meter readings that are low, erratic,unstable, non-repeatable, or drifting, or show apparent moisturesensitivity. These deposits interfere with the ionizationprocess and cause erroneous readings. Check for this conditionmonthly or as required. Cleaning can be accomplished asfollows:

a. Disassemble the probe and remove the lamp and ionchamber (see Section 5.5). Exercise great care indoing so to prevent inadvertent damage to thesecomponents.

b. First check the lamp window for fouling by look tn« rajs,«,the surface at an incident angle. Any deposit's " TrlMr* 0 Hor discoloration may interfere with the ionizationprocess. Clean the window as follows:

\PAGE 5-1

1) 9.5 and 10.2 eV lamps

a) First clean by rubbing gently with lenstissue dipped in a detergent solution.

b) If this does not remove deposit, apply a smallamount of HNU cleaning compound (PA101534)directly onto the lens of the lamp and spreadevenly over surface with a non-abrasive tissue(e.g. Kirn-Wipe) or a lens tissue.

c) Wipe off compound with a new tissue.

d) Rinse with warm water (about 80 degrees F) ordamp tissue to remove all traces of grit oroils and any static charge that may havebuilt up on the lens. Dry with new tissue.

e) Reinstall lamp in detector and check analyzeroperation.

f) If performance is still not satisfactoryreplace the lamp. See Section 5.3 andSection 6.

2) 11.7 eV lamp

a) Clean by putting a freon or chlorinatedorganic solvent on a tissue and rubbinggently.

b) DO NOT CLEAN THIS LAMP WITH WATER OR ANY WATERMISCIBLE SOLVENTS (methanol or acetone).It will damage the lamp.

c) DO NOT USE THE CLEANING COMPOUND used for the9.5 and 10.2 eV lamps under any circumstanceson the 11.7 eV lamp.

c. Then inspect the ion chamber for dust or particulatedeposits. If such matter is present, the chamber can becleaned by removing the outer Teflon ring, and the fourscrews holding the retaining ring. Carefully move the .retaining ring aside (NOTE: this is soldered) and removethe screen. A tissue or cotton swab, dry or wetted withmethanol, can be used to clean'off any stubborndeposits. The assembly can also be gently swirled inmethanol and dried gently at 50-60 degrees C forapproximately a half hour. No liquid must be present atreassembly as this would affect the performance. Do notclean the ion chamber with the HNU cleaning compoundcited above in para. b.l)b).

d. Reassemble the probe and check analyzer operation.

e. If performance is still not satisfactory replacjlamp. See Section 5.3.

PAGE 5-2

5.3 LAMP REPLACEMENT

To replace the lamp, disassemble the probe, remove the oldlamp, install a new one of the same eV rating and reassemble.

WARNING

Turn the function switch on the controlpanel to the OFF position beforedisassembly. Otherwise, high voltage of1200 V DC will be present.

CAUTION

Do not exchange lamps of different eVratings in a probe. 'Amplifier andcomponents are selected for a specific eVlamp. A probe with the wrong lamp will notoperate properly.

Set the SPAN pot to 9.8 for the 10.2 eV lamp. Remove thereadout assembly case (see Section 5.6). Locate the gaincontrol potentiometer, R48, on the power supply board as shownon Figure 6-1. Recalibrate the analyzer adjusting thispotentiometer, R48, with a small screwdriver to obtain thespecified pp« reading, leaving the SPAN pot set at 9.8.

For the 9.5 and 11.7 eV lamps see the Application DataSheet or calibrations memo for the proper span pot settings andreadings.

WARNING

Use great care when operating the analyzerwith the readout assembly outside its casedue to the presence of 1200 V DC.

When calibration is accomplished, turn the analyzer OFF andreplace the readout assembly in its case.

Adjustment of R48 potentiometer is used only when a newlamp is installed. At all other times adjustment isaccomplished using the SPAN control potentiometer.

If calibration cannot be achieved, see Section 6,Troubleshooting.

PAGE 5-3

SECTION 5 cont

LAMP SIZE CHANGE

If different applications for the analyzer would requiredifferent size lamps, separate probes, each with its own eVlamp, must be used. A single readout assembly will serve forany of the probes, A change in probe will require resetting ofthe zero control and the span pot. Calibration should bechecked to verify proper operation.

5.5 PROBE DISASSEMBLY/ASSEMBLY

j . ^ __m i-m wm j mm mm

! WARNING

Turn the function switch on the controlpanel to the off position beforedisassembly. Otherwise high voltage of 1200V DC will be present.

ft8300«7PAGE 5-4

.riOM 5-5. PROBE DISASSEMBLY/ASSEMBLY cont

housing from the shell.

CAUTION

Care must be taken so that the ion chamberdoes not fall out of the end cap or thelight source does not fall out of the lamphousing.

Turn the end cap over in the hand. Tap lightly on the top.The ion chamber should fall out of the end cap into the hand.

Place one hand over the top of the lamp housing and tiltslightly. The light source will slide out of the housing.

The amplifier board can be removed from the lamp sourcehousing assembly (see Figure 5-2) by unsnapping the coaxialconnector, Jl, and then removing the retaining screw. Theamplifier board will then slide out of the housing assembly*

Reassemble the probe by first sliding the lamp back intothe lamp housing. Place the ion chamber on top of the .lamphousing, making sure that the contacts are properly aligned.The ion chamber fits only one way.

If the ion chamber is to be replaced always use oneidentical to the one being removed. Check the aperture (small:3.0 mm; large: 6.0 mm) at the top of the ion chamber andmaterials of construction (gold-plated or Teflon) to ensureproper replacement. See Parts List, Section 7.

Place the end cap on top of the ion chamber and replace thecrews. Tighten the screws only enough to seal the 0-ring.two screws.

AR3QQI*38PAGE 5-5

C-RING(INTERNAL)

0-fllNG(ON REAR)

MOUNTING SCREWSWITH STARWASHER

I

END CAP ^ /' rv \CABLE

12 PINCONNECTOR

CONNECTORKEYWAY

FIGURE 5-1PROBE ASSEMBLY PageS-e

COAXIALCONNECTOR

AMPLIFIERBOARD-*.

RETAINING ________SCREW

GASPASSAGE

' POGO CONTACTS

FIGURE 5-2LAMP HOUSING ASSEMBLY Page 5-7

SECTION 5.5, PROBE DISASSEMBLY/ASSEMBLY cont

CAUTION

! Do not over-tighten these screws.

Line up the pins (pogo contacts) on the base of the lamphousing' with the pins inside the probe shell. Gently slide thehousing assembly into the probe shell.

i ;The end cap should meet the probe shell evenly after final

assembly. If not, the ion chamber may be installed wrong.

CAUTION

DO NOT FORCE the assembly into the shell.It fits only one way.

If, It does not reassemble readily, remove and check pinalignment. Check to ensure pogo contacts are not bent.Refasten the exhaust screw at the base of the probe.

' ' iAlign the 12 pin probe connector to the readout assembly

and reconnect with a twisting motion until a click occurs.Check to ensure the high voltage microswitch is properlydepressed. The lamp should light if the function switch isturned to any position except STANDBY.

5.6 READOUT DISASSEMBLY/ASSEMBLY

WARNING

| Turn the function switch on the control• panel to the OFF position before' disassembly. Otherwise, high voltage ofi 1200 V DC will be present.I - ;i r \

Disconnect the probe cable connection. Remove recorderjacks and cable or the plastic plug cap. Loosen the screw onthe botton of the case and, holding the instrument by the bezel,remove the case (see Figure 5-3).

a. The control assembly consisting of the PriBoard (PCB) and control panel can be separ

, readout assembly by the following steps:

AR300«,l,l

ALARM PC BOARD

ALARM

AUDIBLE ALARM ASSEMBLY

BATTERYBRACKET

MOUNTING SCREWS (4)FOR POWER SUPPLY BOARD j

I

BATTERY; CHARGER JACK

I

METER

ACCESSORYPOWER JACK

MOUNTING BRACKETFOR POWER SUPPLY

POWER SUPPBOARD

ATTACHMENTNUTS (2) FOR

CONTROL ASSEMBLY

BB300UI.2

FIGURE 5-3READOUT ASSEMBLY Page:-?

SECTION 5.6! READOUT DISASSEMBLY/ASSEMBLY cont.

1) Separate the Molex connectors in the cables to thecontrol assembly.

21) Remove the two attachment nuts at the base of theI assembly.

3!) Remove the two screws at the top of the power supply! board holding it to the assembly brackets.

4) Compress the brackets and slide the assembly thru'• the bezel. Remove a third screw at the lower! corner of the board, if necessary.

b. The optional alarm assembly can be separated as follows

l|) Disconnect the cable. (P6/J6 of Figure 4-5)

i) Remove the two screws holding the alarm assembly to! the battery bracket

' Reassembly is accomplished by reversing the above procedure.• ' •

NOTE-' Be sure the function switch on the control panel isin the OFF position before inserting the controlmodule intoPthe case. If not, the fuse can be blownor damage can result.

PAGE 5-10

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APPENDIX G

HYDROGEN CYANIDE CONTINGENCY PLAN

HYDROGEN CYANIDE CONTINGENCY PLANi

Should hydrogen cyanide levels in excess of 10 ppm be encountered, workers willwithdraw upwind. If not on-site, the HSO will be contacted. If judged to not present adanger to person;; downwind from the source, the excavation/drill hole will be allowed tovent, for approximately 20 minutes and then will be rechecked by the HSO utilizing amonitox and Draeger-type detection tubes. If levels are below 10 ppm, work will becontinued, with continuous HCN monitoring.

I l ,If levels do not fall below 10 ppm within 20 to 30 minutes, the area will be covered asbest as possible with available materials. Workers will remain upwind at all times duringthis closure operation. The HSO will be in charge of this operation. Re-entry of a"closed" area will not be performed without close consultation with the client andapproval of the Warzyn Health and Safety Coordinator.

APPENDIX B

BASELINE RISK ASSESSMENT PLAN

I APPENDIXB\ BASELINE RISK ASSESSMENT PLAN

The overall objective of the RI/FS process is to arrive at site remedies which mitigate threats tohuman health and the environmental posed by site contamination. The Baseline RiskjAssessment (BRA) is an essential component of the evaluation of remedial options. By'assuming no further remedial activities take place at the site; risks identified in the BRAprovides a basis for comparing the efficacy of each alternative in reducing the site risks.I ' ! . !

IDetailed guidance for conducting BRA at Superfund sites is described in U.S. EPA documentsI i : Ititled Risk Assessment Guidance for Superfund. Volume 1 - Human Health Evaluation

"" "" """ ..T.r.--.i.j_-..j.j ^ ,

'Manual and Volume 2 - Environmental Evaluation Manual (1989).i !! | l - -iGENERAL DESCRIPTIONf i

[The BRA is performed concurrently with the RI/FS and begins at the project scoping stagejwith identification of potential exposure pathways and determination of the appropriate typesi ! . i|and quantities of data necessary for risk assessment. In subsequent steps, characteristics of; potentially exposed populations are determined and estimates of contaminant intake arederived. The exposure information is then integrated with information on the toxicology ofcontaminants, to arrive at an estimate of risk. Because the depth of scientific information! pertaining to the effects of chemicals on human health is much greater than for the effects ofI chemicals on the; natural environment, the BRA generally emphasizes the quantitative| evaluation of human health impacts. Evaluation of the environmental impacts of site! contaminant is usually less detailed and more qualitative in scope.I • - ! - - - --! ! • :I : i

[The BRA includes evaluation of risks as they presently exist, assuming current land useI conditions prevail a.t the site, as well as evaluation of potential future risks by assumingplausible future land use changes at the site.

I ;

! The risk assessment process is organized into the following components:I ! '

| i ' ' ':.

j • Human Health EvaluationI Contaminants of Potential ConcernI Exposure Assessment'• Toxiciry Assessment

Risk Characterization A-8 300** 6 5• Environmental Evaluation

Appendix BBaseline Risk Assessment

Saegertown RI/FSApril 26,1990

Page 2

A brief description of each component is described below.

Contaminants of Potential ConcernIn this component of the risk assessment, the results of chemical analysis of environmentalsamples are evaluated to determine the nature and magnitude of contamination at the site.These data are compared to data from background samples as well as sampling and analysisquality control data to distinguish site contamination from naturally occurring chemicals andthose which may be artifacts of sample collection and analysis. Chemicals considered to be sitecontaminants are further evaluated as "chemicals of potential concern" in the BRA

Exposure AssessmentThe aim of the exposure assessment is to estimate the types and magnitude of exposure tochemicals of potential concern at and migrating from the site. Pathways of potential exposure(e.g., contaminant contact via groundwater ingestion) are characterized, as are populationspotentially exposed (e.g., location and activity patterns). For pathways which present realisticexposures, estimates of contaminant intake for exposed populations are calculated.

Contaminant intake estimates incorporate information such as contaminant concentration,frequency of exposure, and exposure duration, and are calculated for applicable routes ofcontaminant entry into the body (e.g., ingestion, dermal absorption or inhalation). Whenavailable, site-specific exposure information is used. When not available, standard exposureassumptions are applied (e.g., 70 kg person consumes 2 L water per day). The contaminantintake estimates are intended to represent "reasonable maximum exposures" which aregreater than average exposures, but within the range of possible exposures. Contaminantintake estimates are subsequently evaluated with toxicological information to estimate risk.

Toxicity AssessmentIn this section, the toxicological characteristics of the chemicals of potential concern arepresented. The potential adverse health effects of chemical exposures are described, as well asinformation on the relationship between the magnitude of the exposure (dose, frequency andduration) and the toxic response it produces (dose-response relationship). The dose-response

s Appendix BBaseline Risk Assessment

Saegertown RI/FSi April 26,1990I Page3

relationship for each chemical is addressed in the risk assessment by considering toxicity values,i developed by the U.S. EPA Toxicity values have been derived for noncarcinogenic and> carcinogenic effects of the chemicals and are termed reference doses (RFD) and slope factors: i '

i (SF), respectively. Specific toxicity values have been developed for varying exposure conditionsj including chronic versus subchronic duration and oral versus inhalation exposure routes.! Appropriate toxicity values are identified for contaminants of potential concern.i ! i1 i] l

| Risk CharacterizationThe risk characterization process integrates findings from the exposure assessment and toxicityassessment. Risks are estimated for potential carcinogenic and noncarcinogenic effects of thechemicals by comparing estimated contaminant intakes with appropriate toxicity values.Calculated risks from multiple chemicals are then summed to obtain a total exposure pathwayrisk. Essential toi the appropriate interpretation of calculated risks is consideration of thenumerous assumptions and uncertainties inherent in the risk assessment process. These aredescribed and presented with risks estimates.

i

Environmental EvaluationThe objective of this component of the BRA is to appraise the actual or potential adverseeffects of site contaminants on the ecology of the site or lands influenced by the site. Thisassessment may only apply to sites were appreciable natural habitats occur; however,evaluation of adverse effects on domesticated animals is also appropriate in this section.

Relative to the human health evaluation described in the previous four components, theconcepts for ecological assessments are much less defined. However, the overall approach toenvironmental assessment is analogous to that of human health assessment and includesidentifying contaminants of potential concern, pathways of contamination migration andpopulations (flora and fauna) potentially affected by site contamination. To the extentpossible, actual adverse impacts to natural habitats are determined. Similarly, the potential forfuture environmental impact is also described. In addition, contaminant concentration datamay be compared to available regulatory criteria (e.g., sediment and water quality criteria).

KDD/jlv/GEP/GWHfihr-602-65]60877.00

«R3QQ«*67

APPENDIX CWORK PLAN

DATA MANAGEMENT PLANREMEDIAL INVESTIGATION AND FEASIBILITY STUDY

SAEGERTOWN INDUSTRIAL AREA SITESAEGERTOWN, PENNSYLVANIA

(April 13,1990)

Prepared by:

WARZYN ENGINEERING INC.2100 Corporate DriveAddison, Illinois(708) 691-5000

Project No. 60721

Gary Parker, P.E.Project Manager

April 1990

AH300ii68

TABLE OF CONTENTS

! Page

i. IrraoDucION..............................„ i2. DATA TYPES........................................................................................................................ 2

| ;

3. DATA MANAGEMENT ..........................................................................................1......... 3| .;

Field Measurements and Observations....................................................................... 3Sample identification and Chain-of-Custody............................................................. 3Chain of Custody Procedures........................................................................................ 3Laboratory Documentation........................................................................................... 4Document Control, Inventory and Filing Systems.................................................... 4File Structure..........................................................................................................:......... 5

4. PROJECT TRACKING,

AttachmentI

Project Single-file Storage System

[vlr-600-66M]

Data Management Plan Page 1 of 6Appendix A-Work Plan Revision: DraftSaegertown Industrial Area Site Date: April 26,1990

SECTION 1INTRODUCTION

This Data Management Plan describes the program for management of data and informationcollected during the remedial investigation and feasibility study phase of the SaegertownIndustrial Area Site. The plan outlines the procedures that will ensure the quality andintegrity of the data that are collected and discusses the disposition of the data collectedduring the RI/FS tasks and special data handling procedures. Specific data documentationprotocols are detailed in the Quality Assurance Project Plan (QAPP).

! Data Management Plan Page 2 of 6| Appendix A - Work Plan Revision: Draft| Saegertown Industrial Axea Site Date: April 26,1990I

SECTION 2DATATYPES

I :

Two data types are associated with the investigation. The first is technical data that arei . __ j

required for or generated by specific investigative tasks. These data include: field data, dataresulting from subsequent laboratory or engineering analysis, background research data anddocuments, and state of practice technical data and documents.

The second data type includes information associated with monitoring, managing anddocumenting the actual performance of the RI/FS tasks. Specific data management protocolsto be followed forboth types of information are discussed in the following sections.

Data Management Plan Page 3 of 6Appendix A - Work Plan Revision: DraftSaegertown Industrial Area Site Date: April 26,1990

SECTIONSDATA MANAGEMENT

Specific data management procedures are discussed in the QAPP, Sections 5 and 9, and in thefollowing sections. These sections discuss the fundamental data handling elements and aresubject to change based on possible changes in the investigative tasks.

Field Measurements and ObservationsField observations and measurements will be recorded in a project logbook and on fieldrecord forms. All information concerning field activities and conditions will be recordeddirectly and legibly in the field logbooks and on field forms, and all entries will be signed anddated. If an entry must be changed, the change will not obscure the original entry, and thereason for the change will be stated. The changed and the explanation will be signed anddated. The logbook will document the date, weather conditions, site activities, and personnelon site, including visitors. Field data records will be organized into standard form formatsand retained in locked permanent files.

Sample Identification and Chain-of-CustodyField samples will be identified by sample tags and labels. The information on the sample tagwill include the data and time the sample was collected, the sampling location, the name ofthe sample collector, and any pertinent remarks. Copies of the sample tags will be stored in apermanent locked file. Details of the sample labeling are provided in the Sampling Plan.

Chain-of-Custody ProceduresThe chain-of-custody procedures for this project are found in detail in the QAPP, Section 5,and discussed briefly here. Prior to delivery of samples to the laboratory, a chain-of-custodyform will be prepared identical to the labels and tags secured on the sample jars notingsample identification, date and time of sample collection, number of samples being submittedto the laboratory and the signature of the field personnel collecting the samples. Chain-of-custody forms will be completed in duplicate using carbonless duplicate forms. The original

I Data Management Plan ' Page 4 of 6i Appendix A - Work Plan Revision: Drafti Saegertown Industrial Area Site Date: April 26,1990j ' ;

custody form will be taped to the inside lid of the shipping cooler and a duplicate will be; maintained for the project files. The shipping cooler will be secured with strapping tape andi custody seals will be placed across the cooler opening to ensure sample integrity during! ' ;I shipment.I ! '.

! Laboratory Documentation1 Laboratory records will document sample receipt dates, laboratory analysis dates, and reportI dates. After quality assurance review, the results will be transmitted to Warzyn.! i| ! : _^ ...... 'i Document Control, Inventory and Filing Systemsj The data storage and information system established for the project will address the receipt ofI all data, screening and validating of data to identify and reject outliers or errors, andI ' ,

! preparation, sorting and entering of data into data storage files. A quality assurance/qualityi i| control form will be completed by the internal reviewer that indicates QA/QC activities were| used to review the information and describe the precision and accuracy of the analysis. The| internal reviewer will then make the data available to the data users. Originals of all data will1 be secured in locked files. Copies of original data will be maintained only by those personnelwho are using the data during the analysis procedures and that which is stored for computermanipulation. ii

The project manager will be responsible for maintaining the document control system duringthe investigation. The document inventory and filing system will be based on seriallynumbered documents. All documents will be given a number and a description of thedocument and number will be maintained in the file.

I

Much of the data collected during the remedial investigation will be stored in a computer database file system. The storage system is based on a VAX mini computer system that has anestablished backup system to preserve data security and integrity. After keying in the data, areport of all data will be obtained and the internal reviewer will check against the field reportsto be sure that the data has been entered correctly. The stored data are then capable of beingorganized into reports and lists, analyzed statistically, or transferred to design/drafting

AR.3Q-Qti73

Data Management Plan Page 5 of 6Appendix A - Work Plan Revision: DraftSaegertown Industrial Area Site Date: April 26,1990

hardware. There are established file protections so that only designated personnel areallowed access to the data files. At the completion of the database utility, the data files will beclosed. The data files can be archived for an undetermined amount of time or completelydestroyed. The backup files created during storage will be destroyed in six months.

Other data recording methods during management procedures associated with specific RI/FSsampling activities are discussed in the Field Sampling Plan, and also in the QAPP.

File StructureA copy of the filing categories which will be used is attached.

Data Management Plan ! Page 6 of 6Appendix A - Work Plan Revision: DraftSaegertown Industrial Area Site Date: April 26,1990

SECTION 4FINANCIAL AND PROJECT TRACKING

i

The financial and project tracking function of the data management system includes adetailed Work Plan including cost estimates with level of effort and a schedule for each task,and a detailed project tracking report. The detailed plan of work by task has been discussedin the Field Sampling Plan and in the Work Plan, Section 6.

S ;I |

Monthly project status reports will be submitted to the U.S. EPA and PRPs. The reports willinclude a discussion of the progress made during the current reporting period, discussion ofthe problems that were resolved, anticipated problem areas and recommended solutions, thei ,deliverables that were submitted during the period, upcoming events and activities that areplanned for the next reporting period, and any key personnel changes. Any schedulingchanges during the period will also be discussed.

Status reports of the project budget will be reported to the PRPs with each monthly invoice.Each status report will include an accounting of all hours worked on the project and allexpenses incurred during the previous month.

AJS/jlv/GEP/DWH[vlr-600-66M]60877-MD

AR3Q0fc75

**V*m

PROJECT SINGLE-FILE STCSAGE SYSTEM - FILE CHECKLIST SXEET [05/24/89]

CATEGORI FILE COKHENTS REQUIRED CATEGORIES*.2

Fi1e Index List of all files: Xcopy of this sheet is acceptable

Contracts/Proposah/Bids A Proposals, contracts, purchase xorders, specifications-COPlES OSLY

Financial B Summary of invoice status: invoices Xcorrespondence re: accountsreceivable: copy of budget andproject task setup; COPIES OHLY

Correspondence c Various incoraing and outgoingletters, r.eaorandums, diary notes.

Cl-All inhouse correspondence; X.diary notes and memos

C2-A11 outgoing letters/meaos XC3-A11 incoraing correspondence XC4-Te1e?hone conversation records xCS-Chronological file - all correspondenceC6-Kiscellaneous

Planning Documents D Docuwnts other than proposals: xHealth and Safety plans, Samplingplans, QAPPs, permit plans;special instructions/outlines forconducting the project; Work Plans;VEI plans and specifications

Quality Assurance E A wrk p1an and budget. project xhistory file; etc.

Field Data F Original field data/notebooks xFl-Field boring logsF2-Vell construction detailsF3-Geotechnical testingF4-Geophysical testingFS-Viter Quality testing and waterlevel ceasureaentsF6-Ciily field logsF7-;iilc5>n testing

F8-Structural testingF9-Kiscellaneous/OtherFlO-Sunreying/Varzyn Field Reports/Motebooks

1 ' PROJECT S1KGLE-F1LE STORAGE SYSTEM - FILE CHECKLIST SHEET(Continued)

.... COMMENTS REQUIRED1 CATEGORIES1.2CATEGORY t- - ' ~ L • i IG Laboratory test data: chemical, *

Laboratory Data b geotechnical materials: originalL 3ata and quality control data

Gl-Analytical laboratory data| i G2-Geotechnical laboratory data

G3-P,aterials testing laboratory data

j | G4-Subcontracted laboratory datau Calculations, quantity estimates, X

Calculations H computer printouts of tabularized' ; dalj. Sets of data should be bound

1 ' separatelyt Photographs, stereo pairs, site X

Photographs/Haps l B3p$ {published), zoning topography,geology, groundwater, bedrock,negatives

; j Varzyn original. reports or drafts X! Ongina $ Cople$ Of the project report or X

Varzyn Reports K previous pertinent VEI reports, Reference list of report drawings; X

! Warzyn Drawings u copies or reduced copies ofy . original drawings. Kote: original

or reduced mylars will bej . stored separately

H Kon-Varzyn reports and drawings XOther Reports/Drawings n

u Other file infonaaticn vhich *Kiscellaneous " does not fit into other

categories; file Bust be named.0 TEMPORARY FILE of checkprints, draft X

Checkprint u reports or other work in progress.i ! File must be removed u?cn job1 completion.

projects)

SS/kjv/KEB/DWH[ckb-400-98]

Document Audit ChecklistPage 1 of 3

DOCUMENT AUDIT CHECKLIST*

PROJECT NO. __________________ DATE OF AUDIT _______PROJECT LOCATION _______________ SIGNATURE OF AUDITOR ___FILE LOCATION __________________

Yes_ No_ 1. Have individual files been assembled (field in-vestigation, laboratory, other)?

Comments: ________________

Yes_ No_ 2. Is each file inventoried?

Comments: ___

Yes_ No_ 3. Is there a list of accountable documents?

Comments:

Yes No 4. Are all accountable documents present or accounted~~ for?

Comments:

From NEIC Procedure Manual for the Evidence Audit of EnforcementInvestigations by Contractor Evidence Audit Teams, EPA-300/9-81-003-R,April, 1984.

Yes No 9.

Document Audit ChecklistP,age 2 of 3

Yes_ No_ 5. Is a document numbering system used?I . ;

I Comments: __ __

Yes_ No_ 6. Has each document been assigned a document controlI number?

i Comments: _________________

Yes_ No_ 7. Are all documents listed on the inventory accountedI for?: Comments:

Yes_ No_ ' 8. Are there any documents in the file which are not on| the inventory?

' Comments:

Is the file stored in a secure area?

Comments :;

Yes_ No_ 10. Are there any project documents which have beeni declared confidential?i y ! - .

; Comments:

Document Audit ChecklistPage 3 of 3

Yes_ No_ 11. Are confidential documents stored in a secure areaseparate from other project documents?

Comments: ________

Yes_ No_ 12. Is access to confidential files restricted?

Comments: __

Yes No 13. Have confidential documents been marked or stamped~~ "Confidential"?

Comments:

Yes_ No_ 14. Is confidential information inventoried?

Comments:

Yes_ No_ 15. Is confidential information numbered for documentcontrol?

Comments:

Yes_ No_ 16. Have any documents been claimed confidential underTSCA?

Comments:

[vlr-600 66MM]

APPENDIX D

WATER SUPPLY WELL LOGS

BOROUGH OF SAEGERTOWN

WELL 1Driller's LogUnavailable

u

0)u(0

-oc(0

Vco

0)V

20-inch pipe

Usf-Sravel pack

S" K;| ^4—12-inch pipec;

Well screen12-inch pipe sizeEverdur Bronze


CONSTRUCTION DIAGRAM

BYMOODY AND ASSOCIATES, INC.

I XX 0 28 feet Brown clay and gravel28 42 Brown sand and coarse gravel

L ! • x X 42 49 Brown si1ty sand with gravelGrout

20

o

cJT

50-

FIGURE 3


WELL 2!

Driller's Log

X From To Description

57 Silty sand57 Clay

X

Xx$X

12-inch Date Completed: November 1968cas ing

Static Water Level : 13 feet— Packer

V/ell ScreenWell Screen

Manufacturer: UOP Johnson Co.Size: 12- inch telescope

Material: 304 stainless steel

BOROUGH OF SAEGERTCMJ

Construction Diagrami , • . - - -

and Driller's Log: by

MOODY AND ASSOCIATES, INC

FIGURE k

10—

0(0

I 20—-ocrej

o

30—u9)

50—

60—


WELL 3

Grout ——————

29 feet of20-inch casing

^XX)/

xXy

XXX

Jj(XKK

47 feet of14-inch casing

Packer— — — — — — >l

'

Well Screen ————

^ ___ '

^ =~=~

XXXX*XX

X

X^Xx£

From

06152240486066

Date

Stat

Well

Dril

To

6 feet

1522

4048606670

Dri'lled:

ler's Log ^1

Descri pt ion"•

Clay with some gravelGravelFine gravel, sand, sone cla

Fine gravel and sandSand and gravelGravel , sand, and some clayGray clayGray shale

November 1974

ic Water Level : 7-5 feet

ScreenManufacturer:Size: 14-inch

Z ---"'" Material: 304

^

iUOP Johnson Co-pany

telescopestainless steel


Construction Diagramand Driller's Log

byMOODY AND ASSOCIATES, INC

APPENDIX E

INFORMATION ON MANUFACTURING PROCESSES AND CHEMICALSi j

! - Lord CorporationI • Summary of chemicals used in manufacturing process (Table

El)

i - Saegertown Manufacturing Corporation•• • Summary of chemicals currently used or used in the pasti (Table E2)! • Figures 1 through 4

I - Spectrum Control Inc.i • List of materials used (July 7,1980 letter)

ARSOOWi

Table £1

Summary of Chemicals Usedin Manufacturing Process

Lord Corporation*

Bulk storage of chemicals is in above ground horizontal tanks with capacities ranging from10,000 to 30,000 gallons. Flammable bulk storage tanks are in earthen diked areas while non-flammable storage tanks are in concrete lined pits.

Warehousing of raw materials and/or products is provided in Buildings 1, 5, 7, 8B, 10, 10C, 15and 16. Major bulk unloading operations, occurring east of Building IB, involve the followingchemicals:

Xylene,BC300 (Mixture of Glycol Ether Acetates),Ethyl Acetate,Methyl isobutyl ketone,Halso 99 (Monochloro Toluene),Ethyl Acetate, andZ098 (Proprietary Solvent Mixture).

The second flammable liquid unloading area is north of Building 12 with the followingchemicals:

Xylene,Methanol,Toluene,Methylethyl ketone,1,1,1 Trichlorethane, andReclaimed methanol.

Non-flammable bulk storage requires unloading north of Building 7A with the followingchemicals:

Phenol,Perchlorethyelene,1,1,2 trichlorethylene,Desmodur W (Aliphatic Isocyanate), andHydrochloric Acid.

In addition, other bulk unloading areas handle the following chemicals:Bromine,Toluene Diisocyanate, andPolyols.

*Source: Lord Corporation Preparedness, Prevention and Contingency Plan.

of2

Table £1(Continued)

Quantities of materials are also unloaded west of Building 5 and drummed for storage inBuilding 5. These chemicals are:

Araldite 506 (Epoxide Resins),Araldite GY9549 (EpoxideResin),PPG 3025 (Polypropylene Glycol),Aromatip 150 (Napthenic Solvent),VM&P Naphtha,Methylene Chloride,PM4217; (Denatured Ethyl Alcohol),Isopropanol,n-Butyl acetate,Cyclo Sol 53 (Solvesso 100) (Aliphatic Solvent),Methyl Ainyl Ketone (MAK), andFlexon 765 (Petroleum Process Oil).

AJS/vlr/

AR.30.0487

JORD Lord Corporation2000 West Grandview Blvd.P. 0. Box 10038Ere, PA 16514-0038814.868-0924Telex: 914445Rapifax: 814:864-3452

NAME,

Mr. Alan J. Schmidt ^ F T CATEGORYSenior Hydrogeologist V? DESCRIPTIONWarzyn Engineering, Inc. i QpY PM3;/rinEO BY2100 Corporate Drive v-Addison, Illinois 60101

August 1, 1990

Dear Mr. Schmidt:

Attached for y°ur records is a copy of the spill control log forthe Lord Saegertown plant as presented to USEPA at the July 30,1990 meeting.

Please call if you have questions.

Sincerely,

Eugene A. MillerEnvironmental Services Manager

ESM00028/njg

Encl. 1

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Table £2Suimnary of Chemicals Currently

Used or Used in the PastSaegertown Manufacturing Corporation*

Name Description

Trim Regular Coolant and lubricant

Varsol No. 1 Petroleum solvent

Cutting Oil 5219A Coolant and lubricant

Bruko-D-269 Cold Heading lubricant

Dortan-N-34 Cutting oil lubricant

Spinnestic-22 Spindle lubricating oil

Spartan 150 Gear lubricating oil

Spartan 220 Gear lubricating oil

X-32 Draw Compound Powdered lubricant

Magnus 140X, 61DRX Powdered cleanser

Laboratory chemicals (ethylalcohol, denatured alcohol,acetone, nitric acid, hydro-chloric acid, pitric acid andsulphuric acid) Self-explanatory, used in lab tests

GX Gear Oil Automotive gear oil

No. 2 fuel oil Heating oil

Terrestic 32 and 168 Lubricating oil

Febis K Machine lubricant oil

Mobil Met-833 Cutting oil and lubricant

KE-22 Butyl cleaner Solvent used in floor cleaner

Nuto H Hydraulic oil

BH-38 Alkaline cleaner/solvent

Lido-K Grease

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AR300U98

———x——.-——————-

CONTROL- INC. 600 ERIE ST. • SAEGERTOWN. PENNSYLVANIA 16433 ST

MATERIAL SCIENCES DIVISION

July 7, 1980

Sandra Smith, SecretaryBorough of SaegertownSaegertown, Pa. 16433

Dear Mrs. Smith:

Enclosed is our audit of chemicals of an organic andinorganic nature which have been used in our operation.

We have submitted two lists: (1) listing of all'materials that are or have been used in quantities inexcess of 10 Ibs/yr (2) listing of all materials thatare or have been used in quantities under 10 Ibs/yr.The dates after the materials on each list notes the datethat the material usage ceased in our operation.

Very truly yours,SPECTRUM CONTROL, INC.

V /3,(/Jack. Baker

"=" V.P. Engineering

ENC: 5

1(11 SPECIALISTS IN ELECTRO-MAGNETIC COMPATIBILITYr • ——————————————-————————————————_

July 7, 1980

These materials used less than 10 Ibs/yrDate =- date usage ceased

______SCI #__________________Material _________Date

27-0001-05 Methyl Ethyl Ketone 8/7527r0001-08 Ethyl Acetate27-0001-13 Butylcellosolve27-0001-40 Methylene Chloride27-0001-48 N'Methyl-2-Pyrrolidone27-0001-49 • Butylcellosolve Acetate27-0001-54 • Martin Driscoll #2792 Printing Base27-0001-56 Cellulose Acetate : 4/7627-0001-62 . Dimethyl Phthalate27-0001-68 ' Tamol 731 " .27-0001-69 Triton X-10227-0001-70 Triton X-4527-0001-71 • • Darvan "C"27-0001-77 Nitrocellulose Type RS27-0001-83 Carbitol Solvent27-0001-84 Ethyl Cellulose 7/7927-0001-91 ' Thixin R27-0001-97 Wood Resin !27-0008-10 Hydrogen Peroxide 30%27-0008-12 Potassium Carbonate Granular27-0008-14 Potassium Nitrate Granular Food Grade27-0008-15 Sodium Hypophosphate 5%27-0008-19 Kenvert Toner 3/7827-0008-20 Silver Lume Brightener A

Industrial Silver Brightener Selrex'27-0008-26 .IN Sodium Thiocyanate"27-0008-27 -IN Silver Nitrate !"27-0008-28 Oakite 19027-0008-29 Oakite 3327-0008-30 Oakite Stripper DF

Allied Kelite Sulfamate Nickel Additive AAllied Kelite Sulfamate Nickel Additive SNA

ftR30050l

CONTROL INC.8061 AVONIA ROAD • FAIRVIEW. PENNSYLVANIA - PHONE 814/474-1571

Materials used less than 10 Ibs/yrPage 2

____SCI # ____________________Material_____________Date

27-0008-32 Potassium Hydroxide Pellet FCC Food Grade27-0008-33 Sodium Thiosulfate .IN27-0008-34 Potassium lodate .IN27-0008-40 Allied Kelite Niklad 261 Sensitizer27-0017=02 Dow Corning DC 200 Silicone Oil27-0017-08 Teflon Powder27-0017-12 Crane Packing Co. Lapping Vehicle #327-0018-03 ' Liquid Sodium Hydroxide 50%

Ammonium Hydroxide Reagent Grade27-0018-04 Hydrofluoric Acid Reagent Grade27-0018-12 . ' Naz Bar Printing Bronzing Vehicle'27-0020-01 Silicon Carbide Grit27-0030-02 - Polyvinyl Alcohol (Gelvatol 3000)

Allied Kelite Niklad 262 SensitizerAllied Kelite Niklad 261 Activator-Allied Kelite Niklad 222 Etcher"

27-0031-01 Acryloid A-30 -28-0001-09 DuPont Silver Termination 634328-0001-28 Palladium Chloride28-0001-35 Palladium Resinate28-0001-33 Silver Cyanide

28-0002-01 Kaolin28-0002-02 Zinc Oxide28-0002-03 Zirconium Oxide28-0002-04 • Zirconium Spinel28-0002-05 Calcium Phosphate28-0002-11 Uranium Tetrafluoride28-0002-12. Neodymium Titanate28-0002-15 Zinc Titanate28-0002-20 Tantalum Pentoxide28-0002-21 Yttrium Oxide28-0002-29 Magnesium Zirconate•28-0002-31 Cerium Zirconate28-0002-32 Calcium Stannate28-0002-35 Bismuth Zirconate

AB300502

4

CONTROL INC.8061 AVONIA ROAD • FAIRVIEW. PENNSYLVANIA • PHONE 814/474-1571

Materials used less than 10 Ibs/yrPage 3

SCI 4 Material Date

28-0002-44 Sulfonyl Dianiline28-0004-41 Dow Epoxy Novacac Resin28-0004-42 Union Carbide Caladria Asbestos28-0004-43 G.E. Silicone Resin SR

l——J 28-0005-12 Markem 7224 Heat Curing Printing Ink| 28-0005-13 Markem 7224 Heat Curing Printing Ink

__h 28-0005-17 Markem 7224 Heat Curing Printing Ink1—— 28-0005-18 -Markem 7224 Heat Curing Printing Ink

28-0005-34 • Markem 7224 Heat Curing Printing Ink28-0005-35 Markem -7224 Heat Curing Printing Ink28-0005-36 Markem 7224 Heat Curing Printing Ink28-0005-37 •" Markem 7224 Heat Curing Printing Ink


July 7, 1980

These materials used more than 10 Ib/yrDate = date usage ceased

SCI #________________________ Material__________Date

27-0001-04 Isopropyl Alcohol27-0001-06 Methyl Isobutyl Ketone27-0001-07 Acetone27-0001-09 Butyl Carbitol Acetate 8/7527-0001-11 Cellosolve Acetate27-0001-20 Toluene27-0001-24 ' 1,1,1 Trichloroethane27-0001-29 'TrichLproethylene 6/7827-0001-33 Turpentine27-0001-44 - Cyclohexanone 127-0001-55 Polyvinylparrolidone27-0001-57 " Polyvinylchloride Resin 103 EP B.F.Goodrict27-0001-60 . Polyethylene Glycol (Carbowax 6000)

Union Carbide27-0001-94 Ethylene Glycol27-0001-95 Polyethylene Glycol 40027-0001-96 Santicizer 160 (Butyl Benzyl Phthalate)27-0001-98 Polyvinyl Chloride Acetate Resin27-0001-99 Acryloid F-10 Resin ' '27-0008-06 Stannous Chloride Crystals27-0008-13 Potassium Cyanide27-0008-16 Kenvert Starter (Conversion.- 3/79

Chemical Co.)27-0008-17 . Kenvert Brightener . . 3/79

(Conversion Chemical Co.)27-0008-22 Niklad 750A Allied Kelite27-0008-23 Niklad 750R Allied Kelite

Allied Kelite Nickel Replenisher27-0008-35 Boric Acid Crystals27-0009-04 Ferric Chloride Etchant 6/7628-0001-Or Palladium Powder28~-0001-lO DuPoht Squeege Silver 673028-0001-12 Silver Termination Comp. 716728-0001-13 Silver Termination Comp. 6216"28-0001-24 Platinum Powder28-0001-37 Cladan Palladium Squeege Paste

CONTROL INC.8061 AVONIA ROAD • FAIRVIEW. PENNSYLVANIA- PHONE 814/474-1571

,T

Materials used more than 10 Ibs/yrPage 2

SClf Material ' Date

28-0002-06 Calcium Carbonate28-0002-07 Zirconium Oxide '.28-0002-08 Strontium Carbonate28-0002-09 Niobium Pentoxide28-0002-10 Neodymium Oxide28-0002-14 Titanium Dioxide28-0002-16 Magnesium Titanate28-0002-19 . Calcium Zirconate28-0003-41 Quartz P-160 Powder28-0002-23 Barium Titanate C Grade28-0002-24 - Barium Zirconate28-0002-25 ; Calcium Titanate • • -28-0002-26 Calcium Zirconate28-0002-27 Strontium Titanate28-0002-28 . Strontium Zirconate28-0002-30 - ' Bismuth Stannate . .... --28-0002-34 Barium Titanate Int. Grade:28r 0002-36 Barium Titanate Thermistor Grade28-0002-37 ' Marvin Moore NPO-6 Dielectric Compositio28-0002-38 Cadmium Borosilicate Glass;28-0002-40 Barium Titanate CN Grade28- 0002-41 Barium Titanate P Grade28-0002-42 Ferrite Powder WO-128-0002-43 Calcium Titanate28-0002-46 Solid State Dielectric Powder H12328-0002-47 . Solid State Dielectric Powder N08028-0003-39 ' Parrafin Wax28-0003-42 Phthalic Anhydride - : .28-0003-43 Bi Wax.28-0003-44 Chromic Oxide

28-0003-48 Multiwax 110-X'28-OQQ3-49 Epoxy Resin Araldite 6060


APPENDIX F

ANALYTICAL LABORATORY RESULTS

Table FlSummary of Analytical Data

Saegertown Industrial Area Site Vicinity

Analytical TestingSampling Who Performed Type of Where InfoLocation Analysis Sample* Located

-j2=18--8r, 1-8-81,12-6-817-——Borough Well' 1- Free-Col GW Loose16-30-81,9-3-81,8-6-81,15-19-81,4-21-81,3-18-81,14-26-82,3-19-82,3-5-82,10-4-81,10-6-81,1-5-82|8-19-82,7-20-82,6-21-82 Borough Well 1 Free-Col GW Loose!12-3-80,12-8-80,12-11-80, Borough Well 1 Free-Col GW "Hydrogeologic Investigation of" "" " the Saegertown Well Field-Stat

Walter F. Ebaugh, PhD, 6-15-81, , ,

j 6-23-80 the Saegertown Well Field-StatusF.

14-17-79,5-4-79,5-24-79 Borough Well 1 Free-Col GW "Hydrogeologic Investigation of the! Saegertown Well Field" Walteri F. Ebaugh, PhD 2-15-82i i ii 6-27-80, 6-24-80, 6-18-80, Borough Well 1 Free-Col GW "Hydrogeologic Investigation of17-31-80,7-15-80,7-14-80, the Abandoned GATX Site—Borough17-10-80,7-8-80,7-2-80, of Saegertown-- Interim Status16-30-80 Report Moody & Associates, Septemberi I 1980i :

i 7-24-84 \ Borough Well 1 NUS Corp GW Giddings & Associates 12-6-8411980: 6-17, 6-18, 6-2416--27, Borough Wells Harrison GW Harrison Report 7-10-896-30,7-2,7-8,7-10,7-14,7-15, 1 and 2 Hydrosciences (summary of existing data)7-22,11-12,11-13,12-3,12-8,12-111981: 1-8,2-19,5-11,6-30,8-6,19-4,11-6,12-611982: 1-6,3-19,4-26,7-1311983: 5-4,5-18,6-6,7-19,8-4,8-171984: 10-231985: 7-51986: 7-71987: 1-15,12-?1988: 5-16,10-171989: 2-1312-3-80, 12-11-80, 11-12-80, Borough Well 2 Free-Col GW "Hydrogeologic Investigation of11-13-80,6-23-80,7-22-80 the Saegertown Well Field-Status

; Report" Walter F. Ebaugh, PhD| 6-15-81

4-17-79,5-4-79,5-24-79, Borough Well 2 Free-Col GW "Hydrogeologic investigation of7-19-79, 7-26-79, 9- 1-79, the Saegertown Well Field"11-13-79 ;:...:, Walter F. Ebaugh, PhD, 2-15-821980: 6-18,6-19,6-24,6-27, Borough Well 2 Free-Col GW "Hydrogeologic Investigation of6-30,7-2,7-10,7-14,7-15,7-31 the Abandoned GATX Site-Borough of

i Saegertown-- Interim Status Report"j Moody & Associates, September 1980

*GW - Groundwater SampleSW - Surface Water SampleSoil - Soil Sample

Analytical Testing Page 2 of 9(Continued)

Sampling Who Performed Type of Where InfoLocation Analysis Sample* Located

2-18-81,1-8-81,7-10-807 2 Free-Col GW Loose5-19-81,4-28-81,12-6-81,6-9-81,6-30-81,9-3-81,8-6-81,5-4-81,5-11-81,4-26-82,3-19-82,3-5-82,10-4-81,10-6-81,1-5-82 . ,..., .________________„______._ .._.. ............. ..._..______8-19-82,7-20-82,6-21-82, 2 Free-Col "GW • Loose

7-24-84 2 NUS Corp GW Giddings & Associates 12-6-846-30-81,5-19-81,4-21-81, 3 Free-Col GW Loose3-18-81,2-18-81,1-8-81,6-23-80 Borough Well 3 Free-Col GW "Hydrogeologic Investigation of the

Saegertown Well Field-Status Report"Walter F. Ebaugh, PhD6-15-81

6-27-80,6-24-80,6-19-80, Borough Well 3 Free-Col GW "Hydrogeologic Investigation of6-18-80,7-31-80,7-15-80, the Abandoned GATX Site—Borough7-14-80,7-10-80,7-8-80, of Saegertown--Interim Status7-2-80,6-30-80 Report Moody & Associates,September

198011-16-81 3 Free-Col GW "Report of Findings of Ground Water

Investigation Conducted at SaegertownMfg. Corp." Moody & Associates,January 1982

7-24-84 3 NUS Corp GW Giddings & Associates 12-6-846-19-80 4 Free-Col GW Loose

6-19-80 5 Free-Col GW Loose4-21-82,3-19-82,4-22 thru Milk Plant Free-Col GW Loose4-26-82,6-30-818-19-82,7-19-82,6-21-82 Milk Plant Free-Col GW Loose7-21-88,8-18-88 Milk Plant Harrison GW Harrison Report 7-10-89

Hydrosciences2-17-81,12-8-80,12-9-80, Milk Plant Well Free-Col GW "Hydrogeologic Investigation of12-10-80,11-12-80,11-13-80 the Saegertown Well Field-Status

Report" Walter F. Ebaugh, PhD6-15-81

5-15-79 Milk Plant Well Free-Col GW "Hydrogeologic Investigation of theSaegertown Well Field" Walter F.Ebaugh, PhD, 2-15-82

7-24-84 tso3? Milk Plant Well NUS Corp GW Giddings & Associates 12-6-8411-30-82 Milk Plant Well Free-Col GW Loose

7-15-80 Milk Plant Well Free-Col GW "Hydrogeologic Investigation of theAbandoned GATX Site—Borough ofSaegertown--Interim Status Report"Moody & Associates, September 1980

*GW - Groundwater Sample j*r**\>rtrtf»/*«iSW - Surface Water Sample Hn30050BSoil - Soil Sample w w w v


Sampling Who Performed Type of Where InfoLocation Analysis Sample* LocatedMilk Plant GW Pennsylvania "Summary ofOB Well Groundwater Pollution of Borough Well

#2" Robert S. SterbaMilk Plant Microbac GW LooseOB Well ~ .. - _..._--——— _...... -. . , . ... ..__-,.

i3-19-82 OB Well 1 Free-Col GW Loose1 i 1

J3-18-82 | OB Well 1 Free-Col GW Loose16-19-80 OB Well 2 Free-Col GW "Hydrogeologic Investigation ofj ! the Abandoned GATX Site—Boroughi I of Saegertown--Interim Statusj i Report" Moody & Associates,

September 1980I ' i •il2-ll-80 2 OB GW Pennsylvania "Summary of Groundwater

! Pollution of Borough Well 12" Robert; S. Sterba

! ! • . , - . . . .J6-19-80 OB Well 3 Free-Col GW LooseJ6-30-81 OW1 Free-Col GW Loose6-30-81 ' OW2 Free-Col GW Loose

: i • "16-30-81 I OW3 Free-Col GW Loose17-24-84 '. GATX 1 NUS Corp GW Giddings & Associates 12-6-8412-8-80 ! GATX 1 Free-Col GW "Hydrogeologic Investigation of the

Saegertown Well Field-Status Report"Walter F. Ebaugh, PhD 6-15-81

•6-30-81 GATX 1 Free-Col GW Loose111-12-80,11-13-80,12-8-80 GATX 2 Free-Col GW "Hydrogeologic Investigation of the! | Saegertown Well Field-Status Report"! Walter F. Ebaugh, PhD| i 6-15-81

16-30-81 I GATX 2 Free-Col GW Loose112-8-80 GATX 3 Free-Col GW "Hydrogeologic Investigation of thei : Saegertown Well Field-Status Report"| • Walter F. Ebaugh, PhD| l . 6-15-81J7-24-84 \ GATX 3 NUS Corp GW Giddings & Associates 12-6-84J6-30-81 ' GATX 3 Free-Col GW Loose12-8-80 .rjn GATX 4 Deep Free-Col GW "Hydrogeologic Investigation of the

c-Avfr-rr- - _ • _ : .=_ j Saegertown Well Field-Status Report"I " : " Walter F. Ebaugh, PhD| ! 6-15-8117-24-84 ' GATX 4 Deep NUS Corp GW Giddings & Associates 12-6-84112-8-80 GATX 4 Free-Col GW "Hydrogeologic Investigation of! i Shallow the Saegertown Well Field-Status| ! Report" Walter F. Ebaugh, PhDi : 6-15-81*GW - Groundwater SampleSW - Surface Water Sample

i Soil - Soil Sample


Sampling Who Performed Type of Where InfoDatefs) Location Analysis Sample* Located6-30-81 GATX 4 Free-Col GW Loose2-17-81,12-9-80,11-12-80, GATX 5 Free-Col GW "Hydrogeologic Investigation of11-13-80 12-8-80 ' the Saegertown Well Field-Status

Report" Walter F. Ebaugh, PhD. 6-15-81

7-24-84 GATX 5 NUS Corp GW Giddings & Associates 12-6-846-30-81 GATX 5 Free-Col GW Loose

10-26-81 GATX 5 GW Pennsylvania "Summary of GroundwaterPollution of Borough Well #2" RobertS. Sterba

7-15-80,6-19-80 GATX Pond Free-Col SW "Hydrogeologic Investigation ofthe Abandoned GATX Site—Boroughof Saegertown--Interim StatusReport Moody & Associates,September 1980

6-30-81 Spectrum West Free-Col GW Loose2-17-81 Spectrum West Free-Col GW "Hydrogeologic Investigation of the


10-26-81 Spectrum West GW Pennsylvania "Summary of GroundwaterPollution of Borough Well #2" RobertS. Sterba

6-30-81 Spectrum East Free-Col GW Loose2-17-81 Spectrum East Free-Col GW "Hydrogeologic Investigation of tiT


8-18-88 Spectrum East Harrison GW Harrison Report 7-10-89Hydrosciences

8-23-84,8-22-84 Free-Col GW "Investigation of Former GATX Site"Todd Giddings & Assoc., 12-21-84

10-26-81 Spectrum East GW Pennsylvania "Summary of GroundwaterPollution of Borough Well #2" RobertS. Sterba

7-21-88 Spectrum East, Harrison GW "Assessment of EPA HazardousSpectrum West, Hydrosciences Ranking System Process for theMilk Plant Well Saegertown Industrial Area" Samuel S.

Harrison, August 19886-30-81 -- Spectrum Gas Free-Col GW Loose

House Well

2-17-81,12-10-80,11-12-80 Spectrum Gas Free-Col GW "Hydrogeologic Investigation of11-13-80,12-8-80 House Well the Saegertown Well Field-Status

Report" Walter F. Ebaugh, PhD6-15-81

10-26-81 Spectrum GW Pennsylvania "Summary ofGas House Well Groundwater^Pollution of Borough Well



: Sampling Who Performed Type of Where Infopate(s) Location Analysis Sample* Located7-24-84 - Spectrum NUS Corp GW Giddings & Associates 12-6-84

i i Solvent| 4-16-81 """""" Spectrum Free-Col Soil "Hydrogeologic investigation ofI i Loading the Saegertown Well Field-Status! ! Report" Walter F. Ebaugh, PhDI ! 6-15-81

! 4-16-81 Spectrum Dry Free-Col Soil "Hydrogeologic investigation of! I Well the Saegertown Well Field-Status| i Report" Walter F. Ebaugh, PhD| | . 6-15-814-16-81 ' Spectrum Septic Free-Col Soil "Hydrogeologic Investigation of the

j Saegertown Well Field-Status Report"i Walter F. Ebaugh, PhD! 6-15-81I !

11-23-81 TW9 GW Pennsylvania "Summary of Groundwateri Pollution of Borough Well #2" Robert| S. Sterba

6-30-81 i TW9 Free-Col GW Loose6-30-81 SMC South Free-Col GW Loose

i ' . - - . - -

2-17-81,11-12-80,Il-i3-80 SMC South Well Free-Col GW "Hydrogeologic Investigation of the• Saegertown Well Field-Status Report"; Walter F. Ebaugh, PhD

6-15-8110-6-81 SMC South Free-Col GW "Report of Findings of Ground Water

Investigation Conducted at SaegertownMfg. Corp." Moody & Associates,

I , January 1982i ij 6-30-81 SMC North Free-Col GW Loosej 2-17-81,11-12-80,11-13-80 SMC North Well Free-Col GW "Hydrogeologic Investigation of the! ; Saegertown Well Field-Status Report"j ! Walter F. Ebaugh, PhDj | . 6-15-8110-6-81 ' SMC North Well Free-Col GW "Report of Findings of Ground Water

! Investigation Conducted at SaegertownMfg. Corp." Moody & Associates,January 1982

11-12-80,11-13-80 SMC Pond Free-Col SW "Hydrogeologic investigation of theS Saegertown Well Field-Status Report"I Walter F. Ebaugh, PhDi 6-15-81- i

4-16-81 _i SHC Seepage Pit Free-Col Soil "Hydrogeologic Investigation of the1 - - Saegertown Well Field-Status Report"

Walter F. Ebaugh, PhD! 6-15-81 [

4-16-81 SMC Spill Area Free-Col Soil "Hydrogeologic Investigation of theSaegertown Well Field-Status Report"

! Walter F. Ebaugh, PhDj 6-15-81



Sampling Who Performed Type of Where InfoDate(s) Location Analysis Sample* Located4-16-81 SMC Oil Storage Free-Col Soil "Hydrogeologic Investigation of tfl


4-16-81 SMC Lagoon Free-Col Soil "Hydrogeologic Investigation of theSaegertown Well Field-Status Report"Walter F. Ebaugh, PhD6-15-81

4-16-81 SMC Septic Free-Col Soil "Hydrogeologic Investigation of theSaegertown Well Field-Status Report"Walter F. Ebaugh, PhD6-15-81

10-9-81 SMC Free-Col Soil "Report of Findings of Ground WaterInvestigation Conducted at SaegertownMfg. Corp." Moody & Associates,January 1982

7-15-80,6-18-80 SMC1 Free-Col GW "Hydrogeologic Investigation ofthe Abandoned GATX Site—Boroughof Saegertown--Interim StatusReport" Moody & Associates,September 1980

10-26-81 SMC1 GW Pennsylvania "Summary of GroundwaterPollution of Borough Well #2" RobertS. Sterba

10-26-81 SMC2 GW Pennsylvania "Summary of GroundwatePollution of Borough Well #2" Rob "S. Sterba


11-17-81 SMC3 Free-Col GW "Report of Findings of Ground WaterInvestigation Conducted at SaegertownMfg. Corp." Moody & Associates,January 1982


11-17-81,11-18-81,11-19-81 SMC4 Free-Col GW "Report of Findings of Ground WaterInvestigation Conducted at SaegertownMfg. Corp." Moody & Associates,January 1982

10-6-81 Pit 1 Free-Col Soil "Report of Findings of Ground WaterInvestigation Conducted at SaegertownMfg. Corp." Moody & Associates,January 1982

5-24-79 Pit 1 Free-Col Soil "Hydrogeologic Investigation of theSaegertown Well Field" Walter F.Ebaugh, PhD, 2-15-82

*GW - Groundwater Sample _ _. _ _ _SW - Surface Water Sample «R 3D 0*51?Soil - Soil Sample Hll«JUU3 I C


Sampling Who Performed Type of Where InfoDate(s) Location Analysis Sample* Located6-30-80,6-19-80 Pit 2 Free-Col Soil "Hydrogeologic Investigation of

the Abandoned GATX Site—Boroughof Saegertown--Interim StatusReport Moody & Associates,September 1980

10-6-81

6-19-805-15-79

7-24-847-24-84

7-24-84

! 6-19-80

i 7-15-80

Pit 2 Free-Col Soil "Report of Findings of Ground WaterInvestigation Conducted at SaegertownMfg. Corp." Moody & Associates,January 1982

Pond Free-Col SW LoosePond Free-Col SW "Hydrogeologic investigation of the

Saegertown Well Field" Walter F.Ebaugh, PhD, 2-15-82

Pond NUS Corp SW Giddings & Associates 12-6-84Auger Pond NUS Corp Soil Giddings & Associates 12-6-84SouthAuger Pond NUS Corp Soil Giddings & Associates 12-6-84EastFrench Creek Free-Col SW LooseFrench Creek Free-Col SW "Hydrogeologic Investigation of

the Abandoned GATX Site—Borough! of Saegertown-- interim Status; Report" Moody & Associates,

September 19805-1-79,5-2-79,5-3-79 Borough Free-Col GW "Hydrogeologic Investigation of the

Building Saegertown Well Field" Walter F.Ebaugh, PhD, 2-15-82

5-10-82 Borough Free-Col GW Loose' Building

10-17-85,5-15-88 ' Borough PA Dept of GW LooseI Building Environment

4-17-79 Whalon Free-Col GW "Hydrogeologic Investigation of theSaegertown Well Field" Walter F.Ebaugh, PhD, 2-15-82

4-17-79

5-24-79

5-24-79

Stoter Free-Col GW

Drainage Ditch Free-Col SW

"Hydrogeologic Investigation of theSaegertown Well Field" Walter F.Ebaugh, PhD, 2-15-82"Hydrogeologic Investigation of theSaegertown Well Field" Walter F.Ebaugh, PhD, 2-15-82

Bottom Drainage Free-Col SW "Hydrogeologic Investigation ofDitch the Saegertown Well Field" Walter F.

Ebaugh, PhD, 2-15-826-26-80,12-6-84,12-17-85, Bottling Co. Harrison GW "Assessment of EPA Hazardous12-27-87,7-21-88 Milk Plant Hydrosciences Ranking System Process for the

Saegertown Industrial Area" Samuel S.: . Harrison, August 1988



Sampling Who Performed Type of Where InfoLocation Analysis Sample* LocatedDH1 Free-Col GW "Hydrogeologic Investigation of

the Abandoned GATX Site—Boroughof Saegertown—Interim StatusReport Moody & Associates,September 1980

7-15-80 DH2 Free-Col GW "Hydrogeologic Investigation ofthe Abandoned GATX Site—Boroughof Saegertown—Interim StatusReport" Moody & Associates,September 1980

7-15-80 DH3 Free-Col GW "Hydrogeologic Investigation ofthe Abandoned GATX Site—Boroughof Saegertown--Interim StatusReport" Moody & Associates,September 1980



7-15-80 BHP2 Free-Col Soil "Hydrogeologic Investigation ofthe Abandoned GATX Site—Boroughof Saegertown--Interim StatusReport Moody & Associates,September 1980

7-15-80 BHP4 Free-Col Soil "Hydrogeologic Investigation ofthe Abandoned GATX Site—Boroughof Saegertown--Interim StatusReport" Moody & Associates,September 1980

6-23-80 Lagoon Free-Col SW "Hydrogeologic Investigation ofthe Abandoned GATX Site—Boroughof Saegertown—Interim StatusReport" Moody & Associates,September 1980

7-14-80,7-10-80,7-8-80, Exxon Main Free-Col GW "Hydrogeologic Investigation of7-2-80,6-30-80,6-24-80 the Abandoned GATX Site—Borough

of Saegertown--Interim StatusReport Moody & Associates,September 1980

7-10-80,7-8-80,7-2-80, Saeger Carbide Free-Col GW "Hydrogeologic Investigation of6-30-80,6-27-80,6-24-80 Well the Abandoned GATX Site-Borough

of Saegertown--Interim Status Report"Moody & Associates, September 1980

7-14-80,7-10-80,7-8-80, Loper Trailer Free-Col GW "Hydrogeologic Investigation of7-2-80,6-24-80 Well the Abandoned GATX Site—Borough

of Saegertown—Interim StatusReport" Moody & Associates,September 1980

*GW - Groundwater Sample A R 300 5 i SW - Surface Water SampleSoil - Soil Sample


Sampling Who Performed Type of Where InfoLocation Analysis Sample* Located

7-14-80,7-10-80,7-8-80, Hughson Free-Col GW "Hydrogeologic Investigation of17-2-80,6-30-80,6-24-80 Chemical the Abandoned GATX Site—Boroughi _i of Saegertown--Interim Status| ! Report Moody & Associates,] ' September 1980

16-27-80,6-26-80,6-24-80, Reservoir Free-Col GW "Hydrogeologic Investigation of7-31-80,7-14-80,7-10-80, the Abandoned GATX Site—Borough17-8-80,7-2-80,6-30-80 of Saegertown--Interim Status

Report" Moody & Associates,September 1980

6-24-80,7-14-80,7-10-80, Middle School Free-Col GW "Hydrogeologic Investigation of7-8-80,7-2-80,6-30-80, the Abandoned GATX Site—Borough7-31-80 of Saegertown—Interim Status

Report Moody & Associates,i September 1980

6-30-80 Sirak Free-Col GW "Hydrogeologic Investigation of'• the Abandoned GATX Site—Borough! of Saegertown--interim Statusi Report Moody & Associates,j September 1980

7-14-80,7-10-80,7-8-80, Saegertown Free-Col GW "Hydrogeologic Investigation of6-30-80,7-2-80 Borough the Abandoned GATX Site—Borough

of Saegertown--Interim StatusI Report Moody & Associates,; September 1980

7-30-80 Septic Tank Free-Col GW "Hydrogeologic Investigation ofthe Abandoned GATX Site—Boroughof Saegertown--Interim StatusReport" Moody & Associates,

i September 1980i

7-15-80 Woodcock Free-Col GW "Hydrogeologic Investigation ofi Park Avenue the Abandoned GATX Site—Boroughj of Saegertown--Interim Status

Report" Moody & Associates,i September 1980

112-6-84,12-17-85 Ginger Ale Free-Col GW Loose|6-26-80 Ginger Ale Free-Col GW "Hydrogeologic Investigation of

the Abandoned GATX Site—Boroughof Saegertown--Interim StatusReport" Moody & Associates,

' I September 1980! ! !

|7-21-88 Saegertown Microbac GW Loose\ j Bottlingi i '17-21-88 West Monitoring Microbac GW Loosei ! Well; |i ' • 'i:7-21-88 East Monitoring Microbac GW Loosei WellI 6-21-82 [ M.A. Well Free-Col GW Loose

! i . •

SH/ndj/AJS"wptemp-400-56] m n r\ r\ ntr t zr'0877.60 AB30051 5*GH - Groundwater SampleSW - Surface Water SampleSoil - Soil Sample

Fl

Schematic Monitoring WellLocation Map and Well Symbol Key

HB3005I6

/ Table 1. Well symbols and well names as used on maps and

/ figures of this report.

/

Well Symbol Well Name1

3W 1 Borough well 1OW 1 Observation well 1

1 BW 2 Borough well 2OW 2 Observation well 2BW 3 Borough well 3

l OW 3 Observation well 3* TW 9 Test well 9

SMC-N SMC north wellSMC-S SMC south well

J SMC- 3 SMC well 3SMC -4 SMC well 4SPTR-E Spectrum east well

1 SPTR-W Spectrum west wellSPTR-GH Spectrum gas house wellMPW Milk plant well

i MPOW- Milk plant observation wellGATX-1 GATX site well 1GATX-2 GATX site well 2

. GATX-3 GATX site well 3•» GATX-4 GATX site well 4

GATX-5 GATX site well 5

J

j

J

J

J

J

J

1 A83005I8

,J