aldric haley

Bedrock Groundwater InvestigationChemical Commodities, Inc.Olathe, KS16 September 2002Page 2

SCOPE OF WORK

Data required to meet these goals will be derived from the dr i l l ing , completion, testing, andgroundwater sampling and analysis of four bedrcx:k monitoring wells .

The bedrock monitoring well locations have been selected based on chemical concentrationdata for groundwater present in the residuum. Approximate well locations are shown onFigure 2. Bedrock monitoring well MW-26B wil l be installed within the defined area ofaffected residuum groundwater approximately 300 feet west of the CCI Site. Bedrockmonitoring wells MW-27B, MW-28B and MW-29B are located near the perimeter of theaffected residuum groundwater. Well MW-26B is located near piezometers PP-5S and PP-5D. Well MW-27B is located near residuum monitoring well MW-24. Well MW-29B islocated near residuum monitoring wells MW-19 and MW-21. These residuum monitoringwells and piezometers w i l l provide water qua l i t y and water level data for comparison withbedrock data generated at the bedrock monitoring wells.

The bedrock monitoring wells will be constructed to provide a surface seal across theresiduum interval (Figure 3). The surface seal will inhibit residuum groundwater fromdirectly entering the well and migrating vertically downward, and it will also serve to preventpotential sloughing of soil into the borehole. The bedrock wells wi l l be completed as an openborehole in the upper 10 feet of bedrock.

An assessment wi l l be made of the potential for discharge from the CCI site to North FriscoLake. Two shallow groundwater samples w i l l be collected on the north side of North FriscoLake. Approximate locations for these samples are shown on Figure 2. The exact locationswill be determined in the field based primarily on access. A temporary piezometer will beinstalled at one of the sampling locations to assess groundwater elevations with respect to lakelevel elevations for approximately one month.

Bedrock Monitoring Well Drilling and Construction

The surface borings for the bedrock monitoring wells will be init ial ly drilled through theresiduum using the hollow-stem flight auger d r i l l i n g method. Minimum eight-inch, outsidediameter flights will be advanced to the bottom of the residuum and approximately two feetinto the upper bedrock, or until it is sufficiently competent to allow for completion of an openborehole. Initial drilled depths are estimated to be on the order of 18 feet, 12.5 feet, 14 feetand 12 feet for wells MW-26B through MW-29B, respectively.

Four-inch diameter steel casing, minimum 0.188-inch wall thickness, wil l then be installed inthe hollow-stem extending from land surface to the surface boring depth. The annular spacebetween the 4-inch casing and the borehole wall will be filled with neat cement grout as the

HAllVcStAIDRKU


augers are withdrawn using the tremie method. The grout mixture will consist of 5 to 6gallons of water per 94-pound bag of Type I and II Portland cement. The cement groutsurface seal will then be allowed to cure for a minimum period of 12 hours.

Following the minimum grout cure period, a nominal 3-inch borehole wil l drilled into thebedrock using the rotary core drilling method An NX-size core barrel wi l l be advancedthrough the inside of the 4-inch steel casing and continuous coring wil l be performed for adepth of 10 feet below the sealed interval.

The well bore then will be bailed until the developed groundwater is clear and sediment free

Each well will be completed with the installation of a watertight cap and a locking securitycover in an at-grade, traffic-rated vault. The elevation of the top of the casing and the landsurface wil l be determined by a registered surveyor .

Lithologic logs will be prepared for each well boring based on the visual examination of augercuttings and drill core. Subsurface materials wil l be identified based on the Unified SoilClassification System and the field, sedimentary rock classification system of Compton.

Shallow Groundwater Sampling

Two locations on the north side of North Frisco Lake have been selected for shallowgroundwater sampling. Groundwater is expected to be encountered at approximately lakelevel. Samples wi l l be collected by hand augering to approximately five feet below lake level.A groundwater grab sample will be collected from the boring using a bailer. A temporaryone-inch piezometer will be installed in one of the borings to assess groundwater levels withrespect to the lake levels. The vertical and horizontal locations of the borings and piezometerwill be surveyed. After sampling and water level measurements are completed, the boringswill be backfilled with bentonite.

Slug Testing

Slug testing will be performed at each of the monitoring wells to estimate the hydrauliccharacteristics of the upper bedrock. The slug tests will be the rising-head type. The watercolumn in the well will be evacuated by bailing and the resulting water level response will bemeasured. Data collected from the slug tests will be interpreted to estimate hydraulicconductivity.

HALIV&ALDRKH


Groundwater Sampling

Initial groundwater samples will be collected from each newly constructed monitoring wellduring the slug testing activities. The slug tests and groundwater monitoring are to beperformed as soon as possible after the well installation. A second round of groundwatersamples will be collected approximately two weeks thereafter. Prior to each sampling period,static water levels will be measured at the wells. Groundwater samples will be collected fromthe wells using disposable bailers following purging of the well bore to obtain a representativesample of groundwater.

If feasible, groundwater sampling will also be conducted at one inactive private well (Figure2). The private well is located on the north bank of Mill Creek, approximately 400 feet westof the western terminus of Wabash Street (Figure 2).

Groundwater samples will be submitted to a certified laboratory with chain of custodydocumentation for the determination of volatile organic compounds (VOCs) using EPAmethod 8260.

Decontamination of Field Equipment

Field equipment will be decontaminated prior to each use. Drilling augers and rods, andother down hole equipment will be decontaminated by pressure washing or a "three-bucketwash." Sampling equipment will be subject to a "three-bucket wash." The three-bucket washconsists of :

• scrubbing in a tap water and "Alconox" detergent mix,• tap water rinse, and• final rinse with distilled water followed by air drying.

Drill Cuttings and Groundwater Residuals Management

All drill cuttings, groundwater and decontamination fluids derived during the wellconstruction, testing and sampling activities w i l l be contained and stored temporarily on theCCI property. The Boeing Company wil l perform waste profiling for the stored materials,and determine appropriate method for disposal or recycling.

Restoration

It is expected that minimal surface disturbance will result from the monitoring well drilling.Restoration of the well sites will consist of removing all cuttings, trash or debris. Any rutscreated will be smoothed. Any disturbed asphalt will be patched.

HAIRY &AIDRKM


SCHEDULE

Haley & Aldrich anticipates conducting the field work in late October 2002. The drilling,construction and testing should be completed in three weeks. Second round sampling shouldbe completed in late November.

REPORT

A report will be submitted within sixty days of receipt of the analytical results for the secondround of groundwater sampling.

The project report will provide illustrations, tables and graphs summarizing the wellconstruction, testing and sampling activities and the analytical results. These will includelithologic logs and well construction schematics, slug test data summaries and graphs, waterlevel data tables and contour maps, and groundwater analytical data tables.

The report will present a discussion, conclusions and recommendations for further assessmentactivities, if warranted. It will detail the impacts to groundwater in the upper bedrock,determine the direction and rate of groundwater movement, identify the potential fordischarge of impacted bedrock groundwater to surface water, and discuss any potential foradditional lateral migration of impacted groundwater present within bedrock.

HEALTH AND SAFETY CONSIDERATIONS

Health and safety considerations during field activit ies are outlined in the site-specific Healthand Safety Plan presented in Appendix A. All field personnel will be given time to reviewand sign the plan prior to commencement of any field activities. In addition, a health andsafety meeting wil l be conducted at the start of each day during dr i l l ing activities to identifyand address site- and project-specific health and safety issues, and to discuss any individualconcerns of the field personnel.

We respectfully request your concurrence wi th the proposed work. If you have any questionsregarding these activities, please contact Mr. Mark Underwood of The Boeing Company at(314) 234-5196.

HAU:Y&A I D R K H


Sincerely yours,HALEY& ALDRICH, INC.

Alan S. CuddySr. Hydrogeologist

Attachments: Figure 1: Site LocationFigure 2: Well LocationsFigure 3: Schematic Well Construction Diagram For Bedrock

Monitoring WellAppendix A: Health And Safety Plan

HA1.F.Y&A1DRKH

LOCATION

CHEMICAL COMMODITIES. INCOLATHE. KANSAS0 1000 2000

^^m

SCALE IN FEET

SITE LOCATION MAPSOURCE: U.S.G.S. 7.5' QUAD SHEET

OLATHE, KANSASPHOTOREVISED 1975

MODIFIED FROM MONTGOMERY WATSON HARZA, AUGUST. 2001C:\CRAPHICS\PROJECTS\CCI\28954A03 DWG SCALE AS SHOWN] PROJECT: 28954-001

DRAWN: LLD | REVIEWED: ASCu | DATE: SEPTEMBER 2002

CMoCD

OO

00

••- '©

«c-«-oo4e

LEGEND

APPROXIMATE LOCATION OF SHALLOW GROJNDWATER SAMPLEPROPOSED BEDROCK MONITORING WELLMONITORING WELL 0DIRECT-PUSH SAMPLE e:BFOROCK CORE LOCATIONSEDIMENT SAMPLE

300 600

SCALE IN FEET

fBOM MONTT.CMfRv WATSON HAP7A. AUGUST. 20C'G \

HAI i ^

1 7 - 1 8

- NCH ST :E:_ V/E.L CASING

—————— EST IMATED W A T E R LEVEL

8- INCH

3- NCH OPEN CORE HOLE

NOT TO S C A L ECHEM CAL C O M M O D I T I E S . NC. I t^K' 5OLA'HE. KANSAS

SCHEMATIC WELL CONSTRUCTIONDIAGRAM EOR BEDROCKMONITORING WELL

APPENDIX A

Site-Specific Health and Safety Plan

H A I I Y &AIDKK II

HALEY&ALDRICH

Site Specific Health & Safety PlanChemical Commodities, Inc. Facility

September 16, 2002

HALEY & ALDRICH, INC.

SITE-SPECIFIC HEALTH & SAFETY PLAN

for

The Boeing Company

Chemical Commodities, Inc. Facility

Projectypile No. 28954

Prepared by: Alan S. Cuddy Date: September 16, 2002

APPROVALS: The following signatures constitute approval of this Health & Safety Plan. Deviationsfrom this Plan are not permitted without prior approval from the undersigned.

AV;J. ^cooks - Office H&S Coordinator Date

Alan S. Cuddy - Site/Project M^/ager Date

Corporate H&S Manager (when required) Date


September 16, 2002

PRE-WORK HEALTH •& SAFETY BRIEFING

I have attended a briefing on this Health & Safety Plan prior to the start of on-site work and declarethat I understand and agree to follow the provisions and procedures set forth herein while working onthis site. This briefing also included orientation on Boeing policy for safe conduct at this site, asprovided by Boeing - SHEA personnel.

NAME SIGNATURE DATE

NOTE: This Health and Safety Plan provides site specific descriptions and work procedures.General compliance programs, including safe work practices, training, medical monitoring,

and record keeping procedures, are described in the Haley & Aldrich Corporate Health andSafety Program Manual available to all employees and kept at the work location. All H&Aemployees and subcontractors on site should have a certificate indicating that they are currentwith respect to OSHA HAZWOPER training.


September 16, 2002

PROJECT INFORMATION

Name of Project: Chemical Commodities Inc. FacilityBedrock Investigation

H&A File No.: 28954-001

Location: 320 South Blake Street, Olathe, Kansas

Client: The Boeing CompanyMr. Mark Underwood

Client Phone No.: 314.234.5196

H&A Project Manager: Alan Cuddy

SCOPE OF WORK:

Drilling including hollow-stem flight augering and rotary core drilling.

Well construction and completion.

Slug Testing

Groundwater Sampling

Subcontractor(s) to be involved in on-site activities:

Name Work Activi tyDril l ing, well construction and development,decontamination of drilling equipmentConcrete/asphalt coringUnderground utility locatingSurveying

Projected Start Date: October 21, 2002

Projected Completion Date: November 22, 2002

Estimated Number of Days to Complete Field Work: 15-20


September 16, 2002

SITE DESCRIPTION

Site classification: x Industrial___ Commercial | _[ Other:

General Description: (include site history/usage; type of facility; type of investigation; materialsstored/used on site; whether paved or landscaped, etc.)

The site is located in Olathe, Kansas and is owned by multiple parties. The ChemicalCommodities Inc. (CCI) site occupied approximately 1.5 acres at 320 South Blake Street. CCIoperated a chemical recycling operation at the site. Chemicals known to have been on the CCIsite included a variety of VOCs, PCBs, pesticides, and PAHs. The portion of the site where thisphase of work will be performed is principally a residential neighborhood surrounding the CCIfacility.

Site Status (mark all that apply):ActivePartially Active

x InactiveOther:

Has the site history been researched? Y x N_ If yes, check all that apply:

X

City DirectoriesGeological ReferencesPrevious report by H&APrevious report by others

Sanborn MapsState FilesWater Quality MapsInquiries

Reference:Draft Remedial Investigation for Chemical Commodities, Inc.. Olathe, Kansas. Montgomery WatsonHarza, August 2001.

Is a site plan or sketch available? Y x N_

Indicate any unusual features at the site (power lines, variable terrain, etc.):

Possible overhead and buried utili ty lines.

Work Areas

List/identify each specific work area(s) on the job site and indicate its location(s) on the site plan:

Work locations will be in roadways, medians and the rights of way of public streets.


September 16, 2002

PROJECT TASK BREAKDOWN

List and describe each distinct work task below:

TaskNo.

1

2

3456

Task Description i PersonnelUnderground utility clearance 1 subcontractor, 1 H&A employee

Concrete coring: cutting and removal of concrete orasphalt cores, as required.

1 subcontractor, 1 H&A employee

Well drilling, construction, and development 1 subcontractor, 1 H&A employeeSurveyingSlug TestingGroundwater sampling

1 subcontractor, 1 H&A employee1 H&A employee1 H&A employee


September 16, 2002

HAZARD ASSESSMENT

Chemical Hazards

Is chemical analysis data available? Y x N_ (See attached Table 4.5 from "Draft RemedialInvestigation Report", August 2001, Montgomery Watson Harza, at the end of this document)

Does chemical analysis data indicate that the site is contaminated? Y x N _

Potential physical state of the hazardous materials at the site (mark all that apply):

X

X

Gas/VaporLiquid x

SludgeSolid/Particulate

Anticipated/actual class of compounds (mark all that apply):

XX

AsbestosBTEXChlorinated SolventsHeavy Metals

xx

InorganicsPesticidesPetroleum productsOther: PCBs

Impacted environments (indicate all media in which contamination is expected):

XAirSoilSurface water

x GroundwaterSedimentOther:


September 16, 2002

Estimated concentrations/medium of major chemicals expected to be encountered by onsite personnel:

Work Activity

Well drilling, construction,development, testing andsampling.

Media

Groundwater

Chemical

VOCs found at concentrations greaterthan 1 mg/1:Chloromethane, 1 , 1-Dichloroethylene,Acetone, 1,1-Dichloroethane,cis- 1 ,2-Dichloroethylene, Chloroform,1,1 , 1-Trichloroethane,Carbon Tetrachloride,1 ,2-Dichloroethane, Trichloroethylene,1,2-Dichloropropane.4-Methyl-2-Pentanone, Toluene,1 , 1 ,2-Trichloroethane,Tetrachloroethylene,1 , 1 ,2,2-Tetrachloroethane,1,2-Dichlorobenzene.

Other Organic Chemicals:1,3-Dichlorobenzene. 1,4-Dichlorobenzene. Benzyl alcohol,2-Methylpenol,Bis(2-chloroisopropyl)etherIsophorone, 2,4-Dimethylphenol,Naphthalene, 2-Methylnaphthalene,Diethylphthalate. Anthracene, Pyrene,Benzo(a)pyrene. Chrysene,Benzo(g,h,I)perylene. B-, D- & G-BHC, Heptachlor. Aldr in . DDE, DOT,Aroclor 1254

AnticipatedConcentration

Up to 1,000milligrams perliter

(Media should be indicated as follows: A = Air; GW = Groundwater; SW = Surface Water; SO = Soil; SE =Sediment)

Other site (safety) concerns related to the chemicals present on this site: None.

Physical Hazards

Is any site work area(s) to be entered for this project considered a confined space? Y__N xIf yes, indicate which area(s) and why:

ALL CONFINED SPACE ENTRIES REQUIRE SPECIAL PROCEDURES, PERMITS ANDTRAINING AND MUST BE APPROVED BY THE CORPORATE HEALTH & SAFETYMANAGER


September 16, 2002

PHYSICAL HAZARD CHECKLIST

Indicate all hazards that may be present for each task. If any of these potential hazards are checked, itis the project manager's responsibility to determine how to e l iminate /minimize the hazard to protectonsite personnel. Note: Task numbers refer to those identified in section 3.

PossibleHazards

Underground utilitiesOverhead util i t iesExcavations greater than 4 feet depthHeavy equipmentDrilling hazardsNoise (above 85 Dba)Traffic concernsExtreme weather conditionsRough terrain for dril l ing equipmentBuried drumsHeavy lifting (more than 50 Ibs)High risk fire hazardPoisonous insects or plantsWater hazardsUse of a boatLockout/Tagout requirementsOther:

TasklUtilityClear

XX

Task 2Cone.

CuttingX

XXX

Task 3Well

DrillingXX

XXXXX

——

Task 4Survey

XX

TaskSSlugTest

XX

Task 6GVV

Samples

i

XX


September 16, 2002

Describe any special precautions to be taken with respect to the hazards checked above:

Overhead Utilities

The presence of overhead ut i l i t ies shall be checked for prior to set t ing up equipment at a soil samplinglocation. Work should not be conducted at any time with a t ruck using a raised boom or mast within25 feet in any direction of overhead power lines.

Underground Utilities

Utility clearance will be performed to identify underground u t i l i t i e s at the soil sampling locations.

Noise

Ear plugs, ear muffs or both should be worn for protection from noise.

Heat Stress

If the body's physiological process fail to maintain a normal body temperature because of excessiveheat, a number of physical reactions can occur ranging from mild (such as fatigue, irritability, anxiety,and decreased concentration, dexterity, or movement) to fa ta l .

Heat-related problems are:

n HEAT STROKE: An acute and dangerous reaction to heat exposure caused by failure of heatregulating mechanisms of the body; the individual's temperature control system that causessweating stops working correctly. Body temperature rises so high that brain damage and deathwill result if the person is not cooled quickly.

Symptoms: Red, hot, dry skin, although person may have been sweatingearlier; nausea; dizziness; confusion: extremely high body temperature; rapidrespiratory and pulse rate; unconsciousness or coma.

Treatment: Cool the victim quickly and obtain immediate medical assistance.If the body temperature is not brought down fast, permanent brain damage ordeath may result. Soak the victim in cool but not cold water, sponge the bodywith rubbing alcohol or cool water, or pour water on the body to reduce thetemperature to a safe level (102°F). Observe the victim and obtain medicalhelp. Do not give coffee, tea or alcoholic beverages.

D HEAT EXHAUSTION: A state of definite weakness or exhaustion caused by the loss of fluidsfrom the body. This condition is much less dangerous than heat stroke, but it nonetheless mustbe treated.

Symptoms: Pale, clammy, moist skin , profuse perspiration and extremeweakness. Body temperature is normal, pulse is weak and rapid, breathing isshallow. The person may have a headache, may vomit, and may be dizzy.

Treatment: Remove the person to a cool place, loosen clothing, place in a


September 16, 2002

head-low position. Provide bed rest. Consult physician, especially in severecases. The normal thirst mechanism is not sensitive enough to ensure bodyfluid replacement. Have patient dr ink 1 to 2 cups water immediately and every20 minutes thereafter until symptoms subside. Total water consumption shouldbe 1 to 2 gallons per day.

n HEAT CRAMPS Caused by perspiration that is not balanced by adequate fluid intake. Heatcramps are often the first sign of a condition that can lead to heal stroke.

Symptoms: Acute painful spasms of v o l u n t a r y muscles (e.g., abdomen andextremities).

Treatment: Remove the victim to a cool area and loosen clothing. Have thepatient drink 1 to 2 cups water immedia te ly , and every 20 minutes thereafteruntil symptoms subside. Total water consumption should be 1 - 2 gallons perday.

D HEAT RASH: Caused by continuous exposure to heat and humid air and aggravated bychaffing clothes. Decreases ability to tolerate heat

Symptoms: Mild red rash, especially in areas of the body on contract withprotective gear.

Treatment: Decrease amount of time in protective gear, and provide powder tohelp absorb moisture and decrease chaffing.

The best approach is preventative heat stress management. In general:

O Workers should drink 16 ounces of water before beginning work, such as in themorning or after lunch. The water should be mainta ined at 50 to 60°F. Workersshould drink one to t \vo 4-ounce cups of water every 30-60 minutes. A cool area forrest breaks should be designated. The use of alcohol during non-working hours and theintake of caffeine during working hours can lead to an increase in susceptibility to heatstress. Monitor for signs of heat stress.

D In hot weather, field activities should be conducted in the early morning or evening, asmuch as possible.

G Adequate shelter or shade should be available to protect personnel from heat.

Heavy Equipment/Drilling Hazards

General working safety precautions will be in effect while working around drill rigs including the useof hard hats, eye protection and steel-toed boots.

10


September 16, 2002

Traffic Concerns

In general, efforts will be made to minimize the presence of equipment in roads. Cones and barricadeswill be used to warn motorists and define the work area.

PROTECTIVE MEASURES

Personal Protective Equipment Requirements

PPE Checklist

PERSONAL PROTECTIVEEQUIPMENT

Hard hatSafety glasses w/side shieldsSteel-toe footwearHearing protection (plugs, muffs)Tyvek ™ coverallsLeather glovesBoots, chemical resistantBoot covers, disposablePE Tyvek™ coverallsInner glovesOuter gloves, material?Duct tape all interfacesHalf-face respiratorFull-face respiratorOrganic vapor cartridgesAcid gas cartridgesHEPA filtersFace shieldOrange vestsLevel of protection required[ B, C, or D]

Task 1UtilityClear

XD

Task 2Cone.

CuttingXXX

L\l

XD

Task 3Well

DrillingXXX _jX

XD

Task 4Survey

- —————

D

TaskSSlugTest

XX

XNitrile

XD

Task 6GW

Sample

XX

XNitrile

XD

Site Safety Equipment

Check all items that are required to be on site:

X Fire extinguisherAir horn/Signaling deviceLadder

'• Personal flotation devices

XXXX

First aid kitCellular phoneBarricade tapeSafety cones

FlashlightDuct tapeDrum dollyHarness/Lanyard

Other, specify:

11


September 16, 2002

Site Security & Work Area Controls

Barricade tape and cones or delineators will be used to control access to the work area.Can site access be controlled by a perimeter fence or s imi la r means'.' Y __ N x

MONITORING PLAN AND EQUIPMENT

Is air/exposure monitoring required at this work site for personal protection ? Y x N

Is perimeter monitoring required for community protection ? Y _ N x

Monitoring/Screening equipment required to be on site:

X PID vapor analyzerOrganic vapor monitorPhotovac Micro Tip, 1Photovac GCOther:

(FI0.61

10.6eVD):v

x 11.7eV Combustible Gas Indicator (CGI) (LEL)Mult ip le Gas Detector - LEL/O2/H2S/CODust/Aerosol/Fiber count monitorColorimetric tubes; Specify:

The PID air monitoring Action Level for work at the CCI site is 1 part per million (ppm) abovebackground, sustained over a 5-minute period. This action level va lue was established because it islow, yet measurable and it takes into account low PELs for some of the constituents of concern(attached Table 1).

When the PID action level is reached, site personnel working in the immediate area should vacate thearea of concern and move upwind. Work may resume when PID readings fall below the action level.Based on an assessment of conditions in the field, upgrade to respiratory protection may be warranted.

Description of Monitoring Requirements (include frequency and location by Task):

Monitoring Plan for Task Number(s):____2 Frequency: j_ 2 to 4 | times per hour

Site personnel performing soil sampling should perform air monitoring with the PID in thework zone every 15 minutes to 30 minutes, or as warranted by site conditions.

Notes: 1. Exposure Guidelines for common contaminants are listed in Table 1 (attached).2. Record monitoring data on Record of Field Monitoring form (attached) and

maintain these records with project files.

12


September 16, 2002

DECONTAMINATION

Personal Decontamination

Are decontamination procedures required for personnel working on site'1 Y __ N xIf yes, describe steps:

Location of decontamination station: N/A

Disposal of PPE: N/A

Tools & Equipment Decontamination

Check all equipment and materials needed for decontamination of tools and other equipment:_ Acetone x Distilled water x Poly sheeting

x Alconox Soap x Drums for water x Steam cleanerx Brushes __ Hexane x Tap water

__ Disposal Bags __ Methanol __ Washtubs

Outline the equipment decontamination procedures for this project:

Drilling equipment will be decontaminated by pressure washing and rinsing. All reusablesampling equipment will be decontaminated in a triple rinse system consisting of a water andAlconox rinse, a tap water rinse, and then a final rinse wi th distilled water.

Disposal methods for contaminated decontamination materials (e g.. wash water , rags, brushes, polysheeting):

1. All decontamination wash water will be contained in Department of Transportation (DOT)approved containers.

2. All rags, brushes, and poly sheeting will be placed in a trash receptacle.

13


September 16, 2002

CONTINGENCY PLAN

EMERGENCY RESPONSE RESOURCES

Nearest Hospital: • Olathe Medical CenterAddress: 20333 W 151st St

(see attached map & directions) Olathe, KS 66061Phone Number: 913-791-4200

Emergency Response Number:Ambulance, Fire, Police, orEnvironmental Emergency:

Enter Local Emergency ResponseNumber if not on 91 1 system:

Halpv & Alr l r i rh Prniprt Manaopr-

911

A l a n PnHrlv

Phone Number: ! 1.520.326.1898Emergency Phone Number: ; 1.520.745.1129

Client Project Manager:Phone Number:

Emergency Phone Number:

Mark Underwood314.234.5196Obtain local number during project activities!

How will evacuation alarms and/or emergency information he communicated among personnel on site?x Verbal communication. If communication will be by other means, describe:

How will emergency services be summoned? _x_ Via on-site phone. If contact will be by othermeans, describe:

Cell phone

Describe the site evacuation plan:

Exit the well site via the nearest roadway.

14


September 16, 2002

ROUTE TO OLATHE MEDICAL CENTER

0 latheMemorial.. : T V - J O Tr :nl>Cemetery-.--.-, p:ir|.

'Hrr x'. r.Praine centerPark

W 135th St ..: W Santa FaST^r,-OUThc

Ldkesfde HillsGolf. Course

Oregon '• Park

-QC-

oO2002 MapQuest com. Inc ; O2002 Navaaton

FROM CCI @ 320 SOUTH BLAKE STREET

31 miOE

Frontier 'Park •«. Ji.\

E Sania_Fa St

.;', oaklawn'MemorialT "Gar den

Hayen^Park^ _ f,• -i- . ' - -^ - _


September 16, 2002

TABLE 1HAZARD MONITORING

«>vr VMINANTS OF C O N C K K N \RK IN BOLD

CONTAMINANTS OFCONCERN

Acetone

Ammonia

Bcrucnc

Carbon telrachloride

(Tetrachlormethane)

("hlorooeruenc

Chloroform

Cyanides

(CN salts)

o-Dkhtarobeozene

p-Dichlorobetuene

Dichloroditluorometrune(Freon 12)

1.1-Dkhloroethane

1 .2-Dkhlororthane

1 . 1 -Dkhloroethylene

(Vinvlidene chloride, 1,1-DCE

1 .2-Dkhloroethjfleoe

Fihanol

F.m> Iben/ene

Eth>lene Glycol vapor

Formaldehyde

Gasoline

Hexane. n-isomcr

Hydrogen Cyanide (as CN)

Hydrogen pero»idc

Meihanol

MF:K peroxide

Methyl Chlorofonn (1.1,1-TCA)

Methylene Chloride(Dichloromethane, Methylenebichloride)Methyl Mercaptan

M I H K Illexone)

ROLTES OFEXPOSURE

R. 1, C

R. A. I .C

R.A. l .C

R.A.I.C

R.l .C

R.I.C

R.A.I .C

R.A.I.C

R.I.C

R.C

R.I.C

R.I.A.C

R.I

R.I.C

R.A.I .C

R.I.C

R.A.I.C

I.C

R.I.C

R.I.C

R.A. I .C

R.I.C

R.I.C

R.I.C

R.I.C

R.I.C

R.C

R.I .C

IDLH

2500

300

Ca

Ca

1 I K U

Ca

SOmg'm'

200

150

1500

3000

Ca

Ca

1000

800

Cj

Ca

50

75

I50UJ

700

Ca

150

5IX)

PEL

1000

50

1j

Cv25

200: 5 min peak

75

2

5 mg;m'

Cv50

C. 75

1000

100

Cv 10050

200

1000

100

100 mg/m'

0 •'i

500

10

1

Sk 200

Cv 07

350

25

C\ 10

H i )

TLV

500Cv 750

25 ( 'v 35

Sk 0 s

Sk

5

Cv I I )

11110

Sk

Cv 5 m£ m

25 Cv 50

I I I

:otm

K M )

10

5

Cv 20

200

KXJO

Cv 125im

Cv '1 1

3iJ»

50

Sk Cv -I -

i

Sk 200«M,:

350

50

1) 5

SI) 1 - ">

I'll)

')(,

I I ) S H "

10 :s• •

: ; ••H, X-l '"

• •

11 35"

') -14

FID

60

150

10

200

65

50

15

SO

SO

40

50

25

100

70

12

105

100

ODORTHRES-HOLD

13

05-2

4 68

50

068

50

03

0.18

200

M

190

0.85

10

2 3

083

130

058

1000

20-100

25-50

IRRITATIONTHRESHOLD

-

10

-

E 20-30

E80-160

-

"

-

f. MO

EO 5

H T 1400-1500

"

E 5000

ODORDESCRIPTION

Oftcm. swrrt.pungent

Punjmi suffocannjodor

SoKcni

Swm. pungent

Almond l ike

S*f«

Faint almond odor

Pleasant, aronulk

Distinct, aronutkmothball-like

Distinct

Chloroform

Ether-like acrid

SvkCCI

Aromatic

Hi)

Pruolcum

Mild, gttolinc-likc

Biorr almond

Shar[

Swrci

C hioro fo rro - Uk e

Bher-hke

Garlic. RoiicnCabbagePleasani

16


September 16, 2002


CONTAMINANTS OK CONCF.KN VKK IN BOLD


Napctu (coal ur)

NaphlhalriK

Ocunc

Penuchloropheno!

Htwnol

1'iopjnc

SlixJdird Soltem 1 MineralSprus

1 ,1 .1 J-Tetrachloro«(haa«

Tet rac hio rtxth y leo e

(Perchlororthylrac)

Toluene

Trichloro*th>lene

Turperuine

Vinyl Chloride

Xylenes

ROUTES OFEXPOSURE

R.I .C

R.A.I.C

R.I.C

R.A . I .C

R . A . I . C

R.C

R.CI . I

R.A.I.C

R.I.C

R.A.I.C

R.I.C

R.A.I .C

R

R.A.I .C

IDI.H

1000

250

750

Ca; 5

mi; m

250

2 l i X )

2(XUO

mg-'m'

Ca (100)

Ca

500

Ca { I I X N ) i

8a>Ca

1000

PEL

100

10

500

0 5 nig.m'

Sk

Si, 5

: i « x )SIX)

Sk5

100

200

100

100

1100

TI.V I'll)

4 ( « l

1(13 ( X ) ( \ ^5

8.U

') ')

Sk

0 * ::\f in

Si •• X >

; M < , . > > • •

i l « l

1

25

111"

9.32

50 ! 8.82

?o 'I 4~

' , I K '

:

I K )

y ws« 56.8 44

KID

80

•,»

100

70

110

'0

1 1 1 1 1 6

ODORTHRES-HOLD

0.3

48

O I M

Hit!

1

1.5

468

2.14

21 4

:oo3000

i i

IRRITATIONTHRESHOLD

F. 15

K N T 58

K400

-

N.T5IJ-690

F.30(MOO

-

E N 200

E N T 200

ODORDESCRIPTION

Aronuiic

Mothball-like

Gasoline-like

Punjf IK » hen lux

Medicinal

Naiural g^ odor

Kerosene like

-

F.lhtr. chloroform-like

Mothball-like

Solvrnlv,chiorofonn-like

Pine-like

Eiherejl

Aronunc

DLSTS, MISTS AND MISCKI I .ANKOl S COMPOfNDSAsbeuos

PCBs-12"V Chlorine

PCBs-54% Chlorine

Sty rene

Aluminum- meul Jusl toul

-soluble sails

Arsenic- inorganic

Barium soluble compounds

Cadmium dusis

Chromium SpeciesDependent (Hexavalcni)

Copper - dust & mist

t cad • jrsenate

- inorg dust & fume

• chromaie

Manganese & compounds

Mercury A inorg comp

lurgano) a l k y ! comp

R

R.A.I.C

R.A.I.C

R.I.C

R.I.C

R.I.C

R.A.I.C

R.I.C

R.I

R . I .A .C

R.I.C

R.I.C

R.I.C

R.I.C

R.I

R.A.C

R.A. I .C

Cj

Cj

Cj

700

Ca

250 nig in'

Ca

25 mg in'

( j

500 mg in1

10 nig in'

2 MII; i::

0 1 libr/cc

1 rnu m' Sk

0.5 me m' Sk

HX)

15 nig in1

2 ing m1

001 mg/m'

0.5 mg.'m1

0 005 mg'm'

Spec I)ephex- ( 5mg/m"

1 nig.m1

005 i r .gm 1

0 5 mg/m1

Cv-5 mg/m1

CvO 1 mg/m'

001 nig m1

S[*.:csdffX' ln jL ' l l l

1 mi; in' Sk

0.5 n\f in' Sk

2H S 4"

10 mi: :n

2 me M:'

0 2 me. MI'

0 5 MIC Ml

001 1:14 in

Spec ! >cp

1 me in'

0 15 i-.i: MI

(1 15 1:1.4 in

0 05 Mi.4 MI

0 2 rin m1

0 1 ire m

1) 1 r. .j :::1

S5

-0 047

-

-

E 200-400

Mild, hydrocarbon

Mild, hydrocarbon

Rubber, solvem

17


September 16, 2002


C O N T A M I N A N T S OK COM KKN \RK IN BOLD


Nickel • meul. insoluble

• soluble comp

Nuisance Dust

Portland cement

Selenium compounds

SiKer - metal

- soluble comp

Thallium, soluble

Tin. meul & inorganic

Comp e*cep( oixles

Tin. organic compounds

Zinc chromaies. as Cr

Zinc oxKle dust (toul)

ROITES OFEXPOSURE

R.I.C

R.I.C

R.I.CR.A.I .C

R. I .C :R.I.C

R.A.I .C

R.C

R.A.I.C

R.I.C

R.I .C

IDLH

Ca

Ca

-

100 ing in'

20 mg m1

400 mg m'

200 ing m'

PKL

1 mg'm1

0 1 nig m'

^ TI.\ I'll)

1 nij; :n :

0 I mf :n'

5mg.'m'(Rcspi15mg m' l inul i

15 me m'

0 2 mj m'

0 01 rng m1

0 1 mg'm1 Sk

2 mg.m1

0 1 mg/m1

Cv 0 1 mg/m1

15 mg.m1

10 me m'

0 : IV..; :'.}'

0 1 rr.i: :;i '

I) 1 in,; :n'

0 1 mi: :n' SkI

•*

0 ! ms :n' Sl^

C* 0 1 mi; in'

10 me 1:1'

KID ODORTHRES-HOLD

-

IRRITATIONTHRESHOLD

-

-

ODORDESCRIPTION

-

-

Soles - X I I unas m ppm unless vXhcr\*ise i

K - Respiratory (Intulanon) I * Ingraion A = Skin Ahsorpiion

Cv - Ceiling value Ca - Carcinogen Sk - Skin

•• - Use 11 7 eV lamp

C = Sfc.n aixJ nr l . v t * I 'OIHJC;

18


September 16, 2002

TABLE 2: RECORD OF FIELD MONITORING

PROJECT NO: ___

PROJECT NAME: ___

TASK: ___

PERSONNEL ___

INSTRUMENT ___(OVA, LEL, PID, FID. etc.)

DATE:

SERIAL NO:

Calibration and/or operational check completed as per manufacturer's YESinstructions?: NO

TIME COMPETED: WEATHER:

READING TYPEBZ = Breathing ZoneP = PerimeterS = Surface

MONITORED LEVEL:(ppin or indicate units)

TIME: PPE LEVEL:(EPA B, C, or D)

MEASURED BY:

COMMENTS:

19


September 16, 2002

TABLE 4-5 from: Draft Remedial Investigation Report, Au»ust 2001, Montgomen' Watson Harza

S T A T I S T I C \1. \N VLYSIS OF VOLATII K OKI. \M( C OMI'OI M>s IN CltOl NU\\ \TF.RCHEMICAL COMMON! Fit V INC M IK

OLA I III. K \ N N \ s

ConUUiKiil

(~h torn met hjiw

Vmjl ChlonJc

l.l-Pichkirocihenc

Accinne

MethvletieChlonJe

lraiu-1 J-Dichlofocthcnc

Mcih>Men-rxin.l-cthcT

I.l-Dichlonwlh.inc

cif-l^-DhThlonx-ihcnc

Chloroform

1 . 1 . t -ToclvlorrxMrunc

Carbon ictrachkxiik

(K-fwctic

1 .2-l>K'hlonicthjnc

Tnchkinicthcne

l.2-Du:nloroprt>pane

4-Mcthvl-*-Kcntarwoc

Toluene

1 . l.»-Trn;lilorneihjnc

TcirothloncihcTK

Chlorohctvcnc

Dhvlbco/cnc

I.I .2.2-Tetrfc.WoronriaiK

\\lcnoi (toul) *

l.}-[)ichk>robcn/crK

1 4 DKhloroK-n/cn*

1 .2-Dichlon>bcTuene

2-Buianonc

Carbon Duull'idc

Bfomolomi

Sa^hihjlcnc

Drunioincihanc

Bniirnxlicliloromcthanc

Dibn»nKM. hlonirrxiharc

Sum pic

1 ocjftuni

'rfi

r>h

f>l(

0(1

M)

«>

f W )

Ml

Ml

Wl

nil

i t i .

f ^ i

(>0

f^t

Ml

Ml

Ml

'>cctcctinn

i:u.

4'^ ,

:i".i'..i j° >i >•..v.M'»(f)".

jir

Ml" .

:>r.^*iM*-

""i" ,'

11 'o

:v.15".

:K".i:'..^" i

:; i f t ' -~" t

KJ

i.i.iin

;v">ioS4l)

; iU.i

: 'j«»j-i4

U

P

IJ

0

II 1

MinimumDetected

(wt'l-)

aldric haley

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