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CERCLIS No. OK0002024099 REMOVAL ASSESSMENT REPORT - WASTE ENCAPSULATION FOR IMPERIAL REFINING COMPANY ARDMORE, CARTER COUNTY, OKLAHOMA October 6,2000 Prepared for: Henry Thompson, Jr. Project Officer Program Management Branch EPA - Region 6 Contract No. 68-W6-0013 90641 o ecology and environment, inc. International Specialists in the Environment 1999 Bryan Street, Dallas, Texas 75201 Tel: (214) 245-1000, Fax: (214) 245-1001 recycled paper
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Page 1: ecology and environment, inc. · CERCLIS No. OK0002024099. II BACKGROUND. The Imperial Refining Company (IRC) was a crude oil refining facility that operated from 1917 until 1924.

CERCLIS No. OK0002024099

REMOVAL ASSESSMENT REPORT -WASTE ENCAPSULATION

FORIMPERIAL REFINING COMPANY

ARDMORE, CARTER COUNTY, OKLAHOMA

October 6,2000

Prepared for:

Henry Thompson, Jr.Project Officer

Program Management BranchEPA - Region 6

Contract No. 68-W6-0013 90641 o

ecology and environment, inc.International Specialists in the Environment1999 Bryan Street, Dallas, Texas 75201Tel: (214) 245-1000, Fax: (214) 245-1001

recycled paper

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CERCLIS No. OK0002024099

ecology and environment, inc.International Specialists in the Environment

1999 Bryan StreetDallas, Texas 75201Tel: (214) 245-1000, Fax: (214) 245-1001

Date: October 6,2000

To: Nancy Jones, OSCEPA Region 6 Response and Prevention Branch

Thru: Henry Thompson, Jr., POEPA Region 6 Program Management Branch

Thru: Chris Quina, STLRegion 6 Superfund Technical Assessment and Response Team

From: Dean Rotan, PMRegion 6 Superfund Technical Assessment and Response Team

Subj: Removal Assessment Report: Imperial Refining CompanyArdmore, Carter County, OklahomaTDD#: S06-00-09-0011PAN: 124501SFXXLATITUDE: 34° 11' 30" NorthLONGITUDE: 97° 06' 30" West

Site coordinates were obtained from the Oklahoma Department of Environmental Quality(ODEQ) Site Inspection Report. The coordinates refer to the center of the site.

I INTRODUCTION

On September 19, 2000, the Region 6 Superfund Technical Assessment and Response team(START) contractor, Ecology and Environment, Inc. (E & E), was tasked by the United StatesEnvironmental Protection Agency Response and Prevention Branch (EPA-RPB) to provideremoval assessment support under Contract 68-W6-0013, Technical Direction Document (TDD)S06-00-09-0011. Specific tasks included providing cost and volume estimates for thewaste/drum cascade area and the contaminated drainage areas at the site, west of Highway 142.The cost estimate is for encapsulating the waste on-site.

1 TDD No. S06-00-09-0011recycled paper

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CERCLIS No. OK0002024099

II BACKGROUND

The Imperial Refining Company (IRC) was a crude oil refining facility that operated from 1917until 1924. According to ODEQ's Preliminary Assessment report, the Sanborn Fire InsuranceMap of the refinery showed that the refinery's tanks and buildings were removed in 1924. Thelarge amount of waste present on the ground indicates that waste products associated with thestructures were dumped onto the ground during the dismantling of the refinery's structures,tanks, and piping. Wastes generated during dismantling operations included contaminated soilsfrom tank bottoms, coke piles, reservoir sediments, and rubble from buildings. IRC declaredbankruptcy in 1934.

The legal description of the property is the SE1/4 of the NE1/4 of Section 20, and the SW1/4 ofthe NW1/4 of Section 21, Township 4 South, Range 2 East, Carter County, Oklahoma. IRCowned additional land in the SW1/4 of the NW1/4 of Section 21, Township 4 South, Range 2East, to the south and east of the Atchison, Topeka, and Santa Fe railroad tracks, bringing thetotal amount of property owned by IRC to approximately 80 acres. According to county records,C.W. and Miriam Hogan presently own the land where IRC operated.

From December 8-10 and 16-17,1998, START members surveyed the site to develop wastevolume estimates. START members utilized Global Positioning System (GPS) technology andTotal Station Electronic Distance Measuring (EDM) instruments to survey the areas containingwaste piles. Approximately 10 to 30 measurements were taken along the perimeter of eachwaste pile to determine its surface area. START members used a Geoprobe™ hydraulic pushsampler and JMC slam-bar samplers to determine the depth of the tar and oily clay layers, anddistance to the clean clay layer (by visual observation) in each area. Approximately 10 to 40depth measurements were taken along transects in each area.

See START'S Removal Assessment Report for Imperial Refining Company, TDD S06-98-10-0020 for a detailed description of volume calculations and sampling missions.

Ill VOLUME AND COSTS ESTIMATES

The waste/drum cascade area was referred to as Area B and the contaminated drainage pathwayinto the wetlands west of Highway 142 was referred to as Area D in the Removal AssessmentReport for Imperial Refining Company. The volume estimates for the two areas are:

Waste/Drum Cascade Area 1,383 cubic yardsDrainage Pathway Area 1.854 cubic yards

Total 3,237 cubic yards

TDD No. S06-00-09-0011

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CERCLIS No. OK0002024099

Cost estimates were calculated for encapsulating the wastes on-site. Estimates were determinedfor three possible options: each area separately, and both areas combined. The followingequipment is included in all cost estimates:• One dozer (D4 or D6) with disc attachment. Two dump trucks (16.5 cubic yards)• One sheepfoot roller/compactor• One 3,000-gallon water truck• One track-hoe hydraulic excavator (1.5 cubic yard)• One front-end loader (1 cubic yard)

For encapsulating the waste on-site, it was estimated that a half-acre area would have to becleared and graded. Table 1 lists the approximate sizes of the encapsulation cells for the threeoptions.

Table 1Encapsulation Cell Size

AreaWaste/Drum AreaDrainage AreaBoth Areas Combined

Length (ft)100100125

Width (ft)100100125

Height (ft)688

For all three encapsulation options, the following assumptions were made:. 1-foot clay base for encapsulation area,. 1.5-feet clay cap,. 0.5-foot topsoil cover over clay cap,

1:3 slope for sides of cell.

The R.S. Means, Environmental Cost and Handling Options and Solutions 1997 handbook wasused to estimate capital costs. The estimated capital costs (excluding labor, oversight, etc.) foreach option is:

Waste/Drum Area $58,000Drainage Area $63,000Both Areas Combined $92,000

For detailed descriptions of each option's cost estimate, see Tables 3, 4, and 5 in Attachment A.

Since contractor labor rates were unknown, the hours for each task were included in Table 2.The hours can be used to calculate labor costs once the number of personnel on-site and theirassociated labor rates are known. For cost estimation purposes, it was estimated that a four mancrew would operate equipment on-site.

TDD No. S06-00-09-0011

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CERCLIS No. OK0002024099

Table 2Hour Estimate - Per Person

TaskMobilization/Set-upSite Clearing/GrubbingSite GradingSurveyingClay Hauling/CompactingExcavation - Drum AreaExcavation - Drainage AreaLoading/Compacting CellCapping ClayCapping SoilSurveying

Total

Days35313353321

32

Hours/Person1

3050301030305030302010

320Based on 10-hour work day.

ATTACHMENTS

A Cost Estimate; Tables 3 thru 7B Copy of TDD Number S06-00-09-0011

TDD No. S06-00-09-0011

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ATTACHMENT A

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Table 3IMPERIAL REFINING COMPANY

Ardmore, OklahomaPreliminary Construction Cost Estimate - Waste Encapsulation

Drum Cascade Area

Reference1

Estimated021 1040010021 104015017030101025 122010033 08 0507022 238 0250022 266 00100222620010022 204 2300021 14402001805030118054021805201Estimated

DescriptionMobilization/demobilization2

Site clearingGrub stumps and removeRough gradingFine gradingClay, compacted in place3

Excavating waste materialHauling waste to fill areaSpread dumped waste materialCompactionStrippingTop soil, on-site, 6" liftSeeding, fertilizing.wateringSilt fence, temporarySurvey

Quantity1

0.50.5

2420242095213831383138313832151940.5400

2

Unitlump sumacreacresq. yardssq. yardscubic yardscubic yardscubic yardscubic yardscubic yardscubic yardscubic yardsacrelinear feetlump sum

Rate$10,000.00$2,175.00$1,063.00

S2.32$0.46

$11.87$1.76$2.67$1.40$2.34$0.47$4.35

$2,382.75S3.93

$1,000.00

Subtotal Direct Capital CostOverhead and Profit (12%)Total Direct Capital Cost

Contingency Allowance (10%)

Total Capital Cost (rounded to the nearest SI, 000)

Cost$10,000$1,088

$532$5,614$1,113

$11,300$2,434$3,693$1,936$3,236

$101$844

$1,191$1,572$2,000

$46,654$5,599

$52,253$5,225

$58,000

R.S. Means, Environmental Cost and Handling Options and Solutions, 19972See Table 63See Table 7

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Table 4IMPERIAL REFINING COMPANY

Ardmore, OklahomaPreliminary Construction Cost Estimate - Waste Encapsulation

Drainage Area

Reference1

Estimated021 1040010021 104015017030101025 122010033 08 0507022 238 025002226600100222620010022 204 2300021 14402001805030118054021805201Estimated

DescriptionMobi lization/demobi lizationSite clearingGrub stumps and removeRough gradingFine gradingClay, compacted in placeExcavating waste materialHauling waste to fill areaSpread dumped waste materialCompactionStrippingTop soil, on-site, 6" liftSeeding, fertilizing,wateringSilt fence, temporarySurvey

Quantity1

0.50.5

2420242098618541854185418542252050.5400

2

Unitlump sumacreacresq. yardssq. yardscubic yardscubic yardscubic yardscubic yardscubic yardscubic yardscubic yardsacrelinear feetlump sum

Rate$10,000.00

$2,175.00$1,063.00

$2.32$0.46

$11.87$1.76$2.67$1.40$2.34$0.47$4.35

$2,382.75$3.93

$1,000.00

Subtotal Direct Capital CostOverhead and Profit (12%)Total Direct Capital Cost

Contingency Allowance (10%)

Total Capital Cost (rounded to the nearest $1,000)

Cost$10,000

$1,088$532

$5,614$1,113

$11,704$3,263$4,950$2,596$4,338

$106$892

$1,191$1,572$2,000

$50,958$6,115

$57,073$5,707

$63,000

'R.S. Means, Environmental Cost and Handling Options and Solutions, 1997

'See Table 63See Table 7

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Table 5IMPERIAL REFINING COMPANY

Ardmore, OklahomaPreliminary Construction Cost Estimate - Waste Encapsulation

Drum Cascade Area and Drainage Pathway Combined

Reference'Estimated021 1040010021 104015017030101025 122010033 08 0507022 238 025002226600100222620010022 204 2300021 14402001805030118054021805201Estimated

DescriptionMobilization/demobilization*Site clearingGrub stumps and removeRough gradingFine gradingClay, compacted in place'5

Excavating waste materialHauling waste to fill areaSpread dumped waste materialCompactionStrippingTop soil, on-site, 6" liftj

Seeding, fertilizing,wateringSilt fence, temporarySurvey

Quantity1

0.50.5

39773977152632373237323732373503160.5500

2

Unitlump sumacreacresq. yardssq. yardscubic yardscubic yardscubic yardscubic yardscubic yardscubic yardscubic yardsacrelinear feetlump sum

Rate$10,000.00$2,175.00$1,063.00

$2.32$0.46

$11.87S1.76$2.67$1.40$2.34$0.47$4.35

$2,382.75$3.93

$1,000.00

Subtotal Direct Capital CostOverhead and Profit (12%)Total Direct Capital Cost

Contingency Allowance (10%)

Total Capital Cost (rounded to the nearest $1,000)

Cost$10,000$1,088

$532$9,227$1,829

$18,114$5,697$8,643$4,532$7,575

$165$1,375$1,191$1,965$2,000

$73,930$8,872

$82,802$8,280

$92,000

'R.S. Means, Environmental Cost and Handling Options and Solutions, 19972See Table 6'See Table 7

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Table 6Mobilization and Demobilization Estimate

Reference'

015-904-450

010-034-0100

010-034-0120

010-034-0140

010-034-0160

010-036-0120

016-420-6410

022-274-0020

0022-274-1200

Estimated

Estimated

EstimatedEstimated

Description

Office Trailer (50 feet x 10 feet)

Office Equipment Rental

Office SuppliesTelephone

Field Office Lights & HVAC

Field EngineerPortable Chemical Toilet

Dozer, Mobilization/Demobilization

Front End Loader, Mobilization/Demobilization

Health and Safety PlanInitial Survey

Excavator

Dump Truck

Quantity

11

1

1

11

111

1

112

Unit

per month

per month

per month

per monthper month

per month

per month

each

each

eachacre

eacheach

Rate

280129

83230

86

3100

90

240.5

214

2000

1500

Cost

280129

83

230

86

3100

90

240.5

214

2000

1500

1250

378Total $9,581

'R.S. Means, Environmental Cost and Handling Options and Solutions, 1997

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LengthBase 125Top 80

Clay Volume For CapTop Area =Surface Area Sides =Cap Thickness =Total Cap Volume =

Clay Volume For BaseBase Area =Base Thickness =Total base Volume =

Total Clay Volume »

Topsoil CoverTop Area =Surface Area Sides =Soil Thickness =Total Soil Volume =

Areas CombinedWidth Height

12580 8

6400 sq ft10660 sq ft

18 inches948 cu yds

15625 sqf t12 inches

579 cu yds

1 526 cu yds

6400 sqft10660 sq ft

6 inches316 cuyds

Table 7Clay Volume Calculations

Drum Area OnlyLength Width Height

100 10055 55 6

3025 sq ft7440 sq ft

18 inches581 cuyds

10000 sq ft12 inches

370 cu yds

952 cuyds

3025 sq ft7440 sqf t

6 inches194 cuyds

Drainage Area OnlyLength Width Height

100 10055 55 8

3025 sq ft8060 sq ft

18 inches616 cuyds

10000 sq ft12 inches

370 cu yds

986 cu yds

3025 sq ft8060 sq ft

6 inches205 cu yds

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ATTACHMENT B

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EPA Technical Direction Document(TDD) 06-00-09-0011

START CONTRACT #: 68-W6-0013Activity Type: IV.A.O Removal AssessmentsTask: smatlGeneral Task Description: Removal AssessmentEstimated Completion Date: 10/06/2000

Created On: 09/18/2000DPO/PO: ThompsonTask Monitor: Jones N. (214/665-8041)Task Codes: SF; RS

Imperial Refining CompanyEast of Refinery Road and South Hwy

Site/Project Name:Street Address:142County Name: CarterCity, State, Zip: Ardmore, OK 73401SSID#: GX CERCLIS#: OK0002024099

Estimated Cost; $2,024.80Estimated Hrs; 40

Dedicated:40Non-Dedicated:0

Funds Source: CERCLADCN #(s):SCR007 (BGW) CERCLA $2,024.80

Deliverable:l_etter ReportOvertime: Not ApplicableReference: No

TDD Expenditure Limit: $2,024.80Hours: 40

Dedicated Hours: 40Non-Dedicated Hours: 0

Staffing: Dedicated StaffPriority: HighStart Date: 09/15/2000

Comments: Provide cost and volume estimate for waste/drum cascade area and contaiminated drainagepathways that lead directly to wetlands. The cost estimate should be for encapsulating the wasteon-site. The estimate should be for the individual areas and a total cost.

Standard Language: Coordinate with Task Monitor

A. TDD Created By: - Signed by Nancy Jones/R6/USEPA/US on 09/15/2000 03:24:46 PM, according to /USEP

Signed On:

B. Reviewed and Approved By: - Signed by Tobin Osterberg/R6/USEPA/US on 09/18/2000 06:47:24 PM, accoiContract Officer: 09/18/2000

Tobin Osterberg Signed On:

TDD #06-00-09-0011 Printed On 09/19/2000 at 01:08:01 PM

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