10.2.5d_-_2012_-_Combined_Sect_3_4_5.pdf

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Legend Sample Station Location !( U-Total < 65 pCi/g !( U-Total > 65 pCi/g

Isoconcentration (Uranium Total) U-Total > 65 pCi/g (0-4 ft. bgs) U-Total > 65 pCi/g (4-8 ft. bgs) Drainage Ditch Former Building

AOC 1

p

Uranium Total Isoconcentrations in Soil for AOC 1

Sept 2011 Figure 3-1

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE- FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Note:

1. Aerial Photo taken in September 2005

0 30 6015 Feet

Cabrera Services, Inc 1106 N. Charles St Suite 300 Baltimore, MD 21201

Legend Sample Station Location !( U-Total < 65 pCi/g !( U-Total > 65 pCi/g

Drainage Ditch Isoconcentration (Uranium Total)

U-Total > 65 pCi/g (0-4 ft. bgs) U-Total > 65 pCi/g (4-8 ft. bgs) U-Total > 65 pCi/g (8-12 ft. bgs) Former Building

AOC 2

p

Uranium Total Isoconcentrations in Soil for AOC 2

Sept 2011 Figure 3-2

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE- FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Note:

1. Aerial Photo taken in September 2005

0 30 6015 Feet

Cabrera Services, Inc 1106 N. Charles St p

Uranium Total Isoconcentrations in Soil for AOC 6

Sept 2011 Figure 3-3

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE- FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Note:

1. Aerial Photo taken in September 2005

0 60 12030 Feet

Cabrera Services, Inc 1106 N. Charles St Suite 300 Baltimore, MD 21201

Legend Sample Station Location !( U-Total < 65 pCi/g !( U-Total > 65 pCi/g

Isoconcentration (Uranium Total)

Drainage Ditch Former Building

AOC 6

U-Total > 65 pCi/g (0-4 ft. bgs) U-Total > 65 pCi/g (4-8 ft. bgs) CPT Sounding Locations at Background#

Sept 2011

U.S. ARMY CORPS

OF ENGINEERS

q

Assumed Excavation Cutlines for OU 1

FEASIBILITY STUDY

USACE- FUSRAP

DuPont Chambers Works Deepwater, New Jersey

0 70 14035 Feet

Notes:

1. Aerial Photo taken in September 2005

Cabrera Services, Inc.

1106 N. Charles St Suite 300 Baltimore, MD 21201

4,000 cubic yards

9,000 cubic yards 0 300

270240210180150120906030

Surface Vertical Exaggeration - 25x

Distance in feet

De pth in fe et

Coal Tar Impacted Zone

FUSRAP Waste

A A'

Drain Pipes (Vertical Ex. 25x)

A A'

Figure 4-1

Former Drainage Ditch Location Current Drainage Ditch Location

Excavation Extent Contours Uranium Total > 65 pCi/g

Extent of Excavation 4 ft. bgs 8 ft. bgs 12 ft. bgs

Sept 2011

U.S. ARMY CORPS

OF ENGINEERS

q

Assumed Excavation Cutlines AOC 6

FEASIBILITY STUDY

USACE- FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Notes:

1. Aerial Photo taken in September 2005

Cabrera Services, Inc.

1106 N. Charles St Suite 300 Baltimore, MD 21201

B

B'

C C'

1201101009080706050403020100

De pth in fe et

Distance in feet

Vertical Exaggeration - 2x

Surface

C C'

130 140 150 160 17010

0 60 12030 Feet 825 cubic yards - in situ

Figure 4-2

Excavation Extent Contours Uranium Total > 65 pCi/g

Extent of Excavation 4 ft. bgs 8 ft. bgs

1201101009080706050403020100De pth in fe et

Distance in feet

Vertical Exaggeration - 2x

Surface

B B'

130 140

3,500 cubic yards - in situ

AOC 6

AOC 1

AOC 2

Railroad Tracks

Soil Processing Area (Expanded View Below)

Soil Processing Area i

Screen

Rejects Crush

Hot Soil

Clean Soil

Backfill

Excavated Soil and Rubble

Drainage Ditch i Gondola Cars

Segmented Gate System Soil Loading Area

Dump Truck

Figure 4-3

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE - FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Sept 2011

Soil Excavation Location and Treatment Diagram for OU 1

Cabrera Services, Inc 1106 N. Charles St

Excavated Material

Rock Crusher

Cleaned Materials Returned to Site

Array of Gamma Ray

Detectors

Automated Gates

Hot Particles Diverted

Through Gates

Contaminated Soil Storage

Further Treatment and/or Disposal

Figure 4-4

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE - FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Sept 2011

Schematic of Soil Sorting with Segmented Gate System

Cabrera Services, Inc 1106 N. Charles St

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1 ug/l

1 ug/l post Excavation Groundwater Plume (A-Aquifer) Area (Sq. Ft.)

Between 1-30 = 14,471

Post Excavation Groundwater Plume (A-Aquifer) Area (Sq. Ft.)

Between 1-30 = 4,478

2-MW-03

(B - Aquifer) Uranium Total 29560 ug/l 2-MW-05

(B - Aquifer) Uranium Total 167 ug/l

1-MW-10

(A - Aquifer) Uranium Total 109 ug/l

1-MW-18

(A - Aquifer) Uranium Total 1091 ug/l

1-MW-08

(A - Aquifer) Uranium Total 26316 ug/l

30 ug/l

100 ug/l

30 ug/l

100 ug/l

1,000 ug/l

Soil Cutlines Area (Sq. Ft.) = 5,335 Circumference (Ft.) = 271

Groundwater Plume (A-Aquifer) Area (Sq. Ft.)

Inside 1 ug/l = 9,837 Inside 30 ug/l = 5,577 Inside 100 ug/l = 3,923 Between 1-30 = 4,543 Between 30-100 = 1,654

Post Excavation (A-Aquifer) Groundwater Plume Area (Sq. Ft.)

Between 30-100 ug/l = 868 Between 100-1,000 = 249 Total Area = 1,117

Groundwater Plume (A-Aquifer) Area (Sq. Ft.)

Inside 1 ug/l = 33,252 Inside 30 ug/l = 15,430 Inside 100 ug/l = 8,196 Inside 1,000 ug/l = 2,258 Between 1-30 = 17,822 Between 30-100 = 7,234 Between 100-1,000 = 5,938

Soil Cutlines Area (Sq. Ft.) = 25,185 Circumference (Ft.) = 606

Groundwater Plume (A-Aquifer) Area (Sq. Ft.)

Inside 1 ug/l = 35,911 Inside 30 ug/l = 23,682 Inside 100 ug/l = 15,889 Inside 1,000 ug/l = 1,551 Between 30-100 = 7,793 Between 100-1,000 = 14,338 p

0 40 8020

Scale (feet)

Legend Sample Station Location !( Uranium Total < 65 pCi/g !( Uranium Total > 65 pCi/g

Monitoring Well Location !A U-Total < 30 ug/l !A U-Total > 30 ug/l

1946 Drainage Ditch Current Drainage Ditch Former Building

AOC 1

Excavation Extent Contours Uranium Total > 65 pCi/g

Extent of Excavation 4 ft. bgs 8 ft. bgs 12 ft bgs

Contour Groundwater Isopleth (U-Total)

Figure 4-5

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE - FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Sept 2011

Mass Balance Evaluation AOC 1

Cabrera Services, Inc 1106 N. Charles St

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2-MW-03

(B - Aquifer) Uranium Total 29560 ug/l 2-MW-05

(B - Aquifer) Uranium Total 167 ug/l

2-MW-12

(A - Aquifer) Uranium Total 163 ug/l

2-MW-15

(A - Aquifer) Uranium Total 331 ug/l

2-MW-02

(A - Aquifer) Uranium Total 14027 ug/l

30 ug/l

100 ug/l

1,000 ug/l

1,000 ug/l

1 ug/l

Soil Cutlines Area (Sq. Ft.) = 39,029 Circumference (Ft.) = 967

Groundwater Plume (A-Aquifer) Area (Sq. Ft.)

Inside 1 ug/l = 35,911 Inside 30 ug/l = 23,682 Inside 100 ug/l = 15,889 Inside 1,000 ug/l = 1,551 Between 30-100 = 7,793 Between 100-1,000 = 14,338

Post Excavation Groundwater Plume (A-Aquifer) Area (Sq. Ft.)

Between 1-30 ug/l = 7,783 Between 30-100 ug/l = 3,638 Between 100-500 = 2,941 Total Area = 14,362 p

0 40 8020

Scale (feet)

Legend Sample Station Location !( Uranium Total < 65 pCi/g !( Uranium Total > 65 pCi/g

Monitoring Well Location !A U-Total < 30 ug/l !A U-Total > 30 ug/l

1946 Drainage Ditch Current Drainage Ditch Former Building

AOC 2

Excavation Extent Contours Uranium Total > 65 pCi/g

Extent of Excavation 4 ft. bgs 8 ft. bgs 12 ft bgs

Contour Groundwater Isopleth (U-Total)

Figure 4-6

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE - FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Sept 2011

Mass Balance Evaluation AOC 2

Cabrera Services, Inc 1106 N. Charles St

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A!!!!!AAAAA

1 ug/l

30 ug/l 100 ug/l

Post Excavation Groundwater Plume (B-Aquifer) Area (Sq. Ft.)

Between 1-30 ug/l = 5,245 Between 30-100 ug/l = 207 Inside 100 = 75 Total Area = 5,527

Groundwater Plume (B-Aquifer) Area (Sq. Ft.)

Between 1-30 ug/l = 8,624 Between 30-100 ug/l = 1,661 Inside 100 ug/l = 1,273 Total Area = 11,558

Soil Cutlines Area (Sq. Ft.) = 12,182 Circumference (Ft.) = 402

Soil Cutlines Area (Sq. Ft.) = 7,757 Circumference (Ft.) = 352

6-MW-01

(B - Aquifer) Uranium Total 509 ug/l p

0 40 8020

Scale (feet)

Legend Sample Station Location !( Uranium Total < 65 pCi/g !( Uranium Total > 65 pCi/g

Monitoring Well Location !A U-Total < 30 ug/l !A U-Total > 30 ug/l

1946 Drainage Ditch Current Drainage Ditch Former Building

AOC 6

Excavation Extent Contours Uranium Total > 65 pCi/g

Extent of Excavation 4 ft. bgs 8 ft. bgs 12 ft bgs

Contour Groundwater Isopleth (U-Total)

Figure 4-7

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE - FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Sept 2011

Mass Balance Evaluation AOC 6

Cabrera Services, Inc 1106 N. Charles St

AOC 1

Railroad Tracks

AOC 2

A = "A" Aquifer remediation well (3) B = "B" Aquifer remediation well (1) GW = Location of GW Treatment System (Note: Near power and drainage ditch for discharge of treated effluent. Also near roadway, Glycerine St. for truck access).

Can be set up with no conflict with excavation of soil.

A

A

GW B, A

Drainage Ditch

Soil Processing Area

Ion Exchange

Raw Water (From Wells or from Dewatering Excavations)

Sludge/ Spent Filters

Waste Brine (Containing

Uranium) Regenerant*

Treated Water

Solids Removal (Settling or Filtration)

Ion Exchange

Pre-treatment with GAC to remove LNAPL

Spent Canisters

* if disposable ion exchange columns are used, no waste stream will be generated

Figure 4-8

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE - FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Sept 2011

Conceptual Layout and Process Flow Groundwater Treatment OU 1

Cabrera Services, Inc 1106 N. Charles St

AOC 6

Road

Ditch

Bldg

Bldg

Bldg

AOI 4 AOI 6

6-MW-01BEast Road

Treatment Area

Raw Water (From Wells or from Dewatering Excavations)

Treated Water

Solids/Sludge/ Spent Filters

Waste Brine (Containing

Uranium)

Regenerant*

* if disposable ion exchange columns are used, no waste stream will be generated

Solids Removal (Settling or Filtration)

Ion Exchange

Figure 4-9

U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE - FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Sept 2011

Groundwater Treatment AOC 6

Cabrera Services, Inc.

1106 N. Charles St

OVERALL PROTECTION

OF HUMAN HEALTH

AND THE ENVIRONMENT

COMPLIANCE WITH ARARs

How Alternative Provides Human Health and Environmental Protection Compliance with Chemical-Specific ARARs

Compliance with Action-Specific ARARs Compliance with Location-Specific ARARs Compliance with Other Criteria, Advisories, and Guidances

LONG TERM

EFFECTIVENESS

AND PERMANENCE

REDUCTION OF TOXICITY

MOBILITY, AND VOLUME

THROUGH TREATMENT

SHORT-TERM

EFFECTIVENESS IMPLEMENTABILITY COST

Magnitude of Residual Risk

Adequacy and Reliability of Controls

Treatment Process Used and Materials Treated

Amount of Hazardous Materials Destroyed or Treated Degree of Expected Reductions in Toxicity, Mobility, and Volume Degree to Which Treatment is Irreversible Type and Quanity of Residuals Remaining After Treatment

Protection of Community During Remedial Actions Protection of Workers During Remedial Actions Environmental Impacts Time Until Remedial Action Objectives are Achieved

Ability to Construct and Operate the Technology

Reliability of the Technology

Ease of Undertaking Additional Remedial Actions, if Necessary

Ability to Monitor Effectiveness of Remedy Ability to Obtain Approvals from Other Agencies Coordination with Other Agencies Availabilty of Offsite Treatment, Storage, and Disposal Services and Capacity Availability of Necessary Equipment and Specialist Availability of Prospective Technologies

Capital Costs

Operating and Maintenance Costs

Present Worth Cost

STATE*

ACCEPTANCE

COMMUNITY*

ACCEPTANCE

*Assessed following comment on RI/FS and PP.

Detailed Anaysis Criteria for the Evaluation of Remedial Alternatives Figure 5-1U.S. ARMY CORPS

OF ENGINEERS

FEASIBILITY STUDY

USACE-FUSRAP

DuPont Chambers Works Deepwater, New Jersey

Cabrera Services, Inc 1106 N. Charles St

Figure 3-1
Figure 3-2
Figure 4-3
Figure 4-4
Figure 4-8
Figure 4-9
Figure 4-10
Figure 4-11
Figure 4-12
Figure 5-1

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