APPENDIX G 

Appendix G-1 Extra Workspace Areas for the Proposed Southeast Expansion Project 

Appendix G-2 New and Modified Access Roads for the Proposed Southeast Expansion 

Project 

Appendix G-3 Existing Road Crossings for the Proposed Southeast Expansion Project 

Appendix G-4 Pipe Storage and Contractor Yards for the Proposed Southeast Expansion 

Project 
G1-1

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

Simpson County, Mississippi 

0.1 Side Hill Slope Private 50 680 0.78 Potential Cut and Fill Situation to Accommoda0.5 Dirt Road Private 50 200 0.23 Spoil Storage for Road Crossing 0.6 Stream 1 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 0.7 Stream 1 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 0.8 Twin Lakes Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 0.8 Twin Lakes Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 0.9 Side Hill Slope Private 45 885 0.91 Potential Cut and Fill Situation to Accommoda1.3 Highway 469 State 50 200 0.23 Spoil Storage for Road Crossing 1.6 Stream 2 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 1.8 Stream 3 State 50 150 0.17 Spoil Storage and Creek Crossing Excavation 1.9 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 1.9 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 2.2 Limestone Creek Private 50 200 0.23 Spoil Storage and Creek Crossing Excavation 2.3 Limestone Creek Private 50 200 0.23 Spoil Storage and Creek Crossing Excavation 2.5 Rexford Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 2.5 Rexford Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 2.9 Creek State 50 250 0.29 Spoil Storage and Creek Crossing Excavation 3.2 Side Hill Slope Private 50 1,710 1.96 Potential Cut and Fill Situation to Accommoda3.5 Side Hill Slope Private 50 1,020 1.17 Potential Cut and Fill Situation to Accommoda3.6 Rexford Road Simpson 50 90 0.10 Spoil Storage for Road Crossing 3.6 Rexford Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 3.8 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 3.8 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 3.9 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 4.0 Side Hill Slope Simpson 45 230 0.24 Potential Cut and Fill Situation to Accommoda4.0 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 4.1 Side Hill Slope Private 45 135 0.14 Potential Cut and Fill Situation to Accommoda4.1 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 4.1 Side Hill Slope Private 45 290 0.30 Potential Cut and Fill Situation to Accommoda4.2 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 4.2 Side Hill Slope Private 45 55 0.06 Potential Cut and Fill Situation to Accommoda4.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 
G1-2

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

4.3 Side Hill Slope Private 45 220 0.23 Potential Cut and Fill Situation to Accommoda4.3 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 4.3 Side Hill Slope Private 45 90 0.09 Potential Cut and Fill Situation to Accommoda4.4 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 4.6 Side Hill Slope Private 45 2,350 2.43 Potential Cut and Fill Situation to Accommoda4.8 Braswell Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 4.9 Braswell Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 5.1 Stream 4 State 45 200 0.21 Spoil Storage and Creek Crossing Excavation 5.1 Stream 4 State 50 170 0.20 Spoil Storage and Creek Crossing Excavation 5.2 Stream 5 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 5.5 Big Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 5.5 Star Braxton Simpson 50 200 0.23 Spoil Storage for Road Crossing 5.6 Star Braxton Simpson 50 200 0.23 Spoil Storage for Road Crossing 5.6 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 5.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 5.9 Creek State 50 260 0.30 Spoil Storage and Creek Crossing Excavation 6.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 6.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 6.3 Stream 6 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 6.3 Side Hill Slope Private 45 135 0.14 Potential Cut and Fill Situation to Accommoda6.4 Side Hill Slope Private 45 1,158 1.20 Potential Cut and Fill Situation to Accommoda6.6 Boggs Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 6.6 Boggs Road Simpson 50 100 0.11 Spoil Storage for Road Crossing 6.7 Side Hill Slope Private 50 200 0.23 Potential Cut and Fill Situation to Accommoda6.8 Side Hill Slope Private 45 1,090 1.13 Potential Cut and Fill Situation to Accommoda6.8 Stream 7 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 6.9 Stream 7 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 7.1 Stream 8 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 7.2 Stream 8 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 7.4 Wetland Crossing Private 50 200 0.23 Spoil Storage for Wetland Crossing 7.6 Wetland Crossing Private 50 200 0.23 Spoil Storage for Wetland Crossing 7.7 Johnson Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 7.7 Johnson Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 7.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 8.0 Creek State 50 150 0.17 Spoil Storage and Creek Crossing Excavation 
G1-3

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

8.0 Holly Grove Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 8.1 Holly Grove Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 8.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 8.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 8.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 8.7 Side Hill Slope Private 50 1,470 1.69 Potential Cut and Fill Situation to Accommoda8.8 Bynum Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 8.9 Bynum Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 9.1 Thomas Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 9.2 Thomas Road Simpson 50 155 0.18 Spoil Storage for Road Crossing 9.2 Harrisville Braxton Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 9.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 

10.1 Wetland Crossing Private 50 200 0.23 Spoil Storage for Wetland Crossing 10.2 Ash Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 10.2 Ash Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 10.4 Sanders Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 10.5 Sanders Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 10.6 Illinois Central RR Private 50 300 0.34 Ditch Spoil Storage for Bore Pit 11.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 11.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 11.6 Gum Springs Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 11.6 Gum Springs Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 11.9 Highway 149 State 50 200 0.23 Spoil Storage for Road Crossing 12.0 Highway 149 State 50 200 0.23 Spoil Storage for Road Crossing 12.2 Sawmill Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 12.2 Sawmill Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 12.3 HDD Highway 49 US 100 200 0.46 HDD Hwy 49 and Dabbs Creek 12.8 HDD Highway 49 US 95 410 0.89 HDD Hwy 49 and Dabbs Creek 13.0 Foreign Pipe Private 50 200 0.23 Spoil Storage for Pipe Crossing 13.1 Foreign Pipe Private 50 200 0.23 Spoil Storage for Pipe Crossing 13.5 Wetland Crossing Private 50 400 0.46 Spoil Storage for Wetland Crossing Excavatio13.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 13.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 13.8 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 14.0 St. Johns Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 
G1-4

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

14.1 St. Johns Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 14.3 Indian Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 14.3 Indian Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 14.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 14.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 14.8 Cato Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 14.8 Cato Road Simpson 50 190 0.22 Spoil Storage for Road Crossing 15.0 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 15.3 Foreign Pipeline Simpson 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 15.5 Stream 8 State 50 400 0.46 Spoil Storage and Creek Crossing Excavation 15.8 HDD Campbells Creek Private 120 200 0.55 HDD Campbells Creek and Campbells Creek 16.2 HDD Campbells Creek Private 100 200 0.46 HDD Campbells Creek and Campbells Creek 16.2 Field Road Private 50 160 0.18 Spoil Storage for Road Crossing 16.3 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 16.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 16.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 17.2 Stream 9 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 17.2 Stream 9 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 17.5 Strong River Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 17.5 Wetland Crossing Private 50 200 0.23 Spoil Storage and Creek Crossing Excavation 17.7 Wetland Crossing Private 50 100 0 Spoil Storage and 5 Crossing Excavation 17.7 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio17.9 HDD Strong River Private 95 200 0.44 HDD Strong River and Highway #13 18.3 HDD Strong River Private 100 200 0.46 HDD Strong River and Highway #13 18.4 Wetland Crossing Private 50 200 0.23 Spoil Storage for Wetland Crossing 18.6 Stream 11 State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 18.6 Stream 11 State 50 300 0.34 Spoil Storage and Creek Crossing Excavation 18.7 Stream 12 State 50 270 0.31 Spoil Storage and Creek Crossing Excavation 18.8 Field Road Private 50 200 0.23 Spoil Storage and Creek Crossing Excavation 18.9 Wetland Crossing Private 50 400 0.46 Spoil Storage and Wetland Crossing Excavatio19.5 Foreign Pipeline Private 50 170 0.20 Spoil Storage of Excess Soil to Accommodate 19.7 Ponder Mason Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 19.7 Ponder Mason Road Simpson 45 200 0.21 Spoil Storage for Road Crossing 19.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 19.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 
G1-5

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

20.3 Side Hill Slope Private 45 890 0.92 Potential Cut and Fill Situation to Accommoda20.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 20.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 20.5 Side Hill Slope Private 45 120 0.12 Potential Cut and Fill Situation to Accommoda20.6 Everett Church Road Simpson 50 300 0.34 Spoil Storage for Road Crossing 20.6 Everett Church Road Simpson 50 100 0.11 Spoil Storage for Road Crossing 20.7 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 20.8 Side Hill Slope Private 50 2,010 2.31 Potential Cut and Fill Situation to Accommoda20.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 21.1 Creek State 50 330 0.38 Spoil Storage and Creek Crossing Excavation 21.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 21.3 Side Hill Slope Private 50 875 1.00 Potential Cut and Fill Situation to Accommoda21.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 21.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 21.5 Side Hill Slope Private 50 30 0.03 Potential Cut and Fill Situation to Accommoda21.6 Shows Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 21.6 Shows Road Simpson 50 350 0.40 Spoil Storage for Road Crossing 21.7 Crooked Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 21.8 Jones Layton Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 21.8 Jones Layton Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 21.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 22.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 22.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 22.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 22.4 Layton Jones Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 22.4 Layton Jones Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 22.5 Side Hill Slope Private 45 1,180 1.22 Potential Cut and Fill Situation to Accommoda22.6 Denbury Resources Road Private 50 130 0.15 Spoil Storage for Road Crossing 22.7 Side Hill Slope Private 45 220 0.23 Potential Cut and Fill Situation to Accommoda22.8 Side Hill Slope Private 45 1,360 1.40 Potential Cut and Fill Situation to Accommoda23.0 Layton Jones Drive Simpson 50 330 0.38 Spoil Storage for Road Crossing 23.2 Creek Simpson 50 200 0.23 Spoil Storage for Road Crossing 23.4 St. Hwy 541 Simpson 50 200 0.23 Spoil Storage for Road Crossing 23.5 St. Hwy 541 Simpson 50 415 0.48 Spoil Storage for Road Crossing 23.5 Paved Drive Way Private 50 75 0.09 Spoil Storage for Road Crossing 
G1-6

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

23.9 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 24.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 24.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 24.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 24.6 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 24.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 24.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 24.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 25.0 Wetland Crossing Simpson 50 200 0.23 Spoil Storage for Wetland Crossing 25.2 Dr Magee Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 25.2 Dr Magee Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 25.8 Rocky Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 25.8 Rocky Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 26.3 Cole Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 26.3 Cole Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 26.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 26.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 26.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 26.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 27.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 27.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 27.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 27.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 27.9 Sixteen Section Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 28.0 Sixteen Section Road Simpson 25 200 0.11 Spoil Storage for Road Crossing 28.0 Ag. Area Private 25 480 0.28 Area Needed to Avoid Concerns 28.1 Creek State 25 200 0.11 Spoil Storage and Creek Crossing Excavation 28.1 St. Hwy 540 Simpson 50 158 0.18 Spoil Storage for Road Crossing 28.2 St. Hwy 540 Simpson 50 200 0.23 Spoil Storage for Road Crossing 28.7 Wetland Crossing Simpson 50 200 0.23 Spoil Storage for Wetland Crossing 29.0 Dry Creek Rd. Simpson 50 200 0.23 Spoil Storage for Road Crossing 29.0 Dry Creek Rd. Simpson 50 200 0.23 Spoil Storage for Road Crossing 29.2 Creek State 50 260 0.30 Spoil Storage and Creek Crossing Excavation 29.2 Ditch State 50 225 0.26 Spoil Storage and Ditch Crossing Excavation 29.2 Ditch State 50 315 0.36 Spoil Storage and Ditch Crossing Excavation 
G1-7

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

29.3 Martin Road Simpson 50 200 0.23 Spoil Storage for Road Crossing 29.5 Side Hill Slope Simpson 50 1,010 1.16 Potential Cut and Fill Situation to Accommoda29.6 Creek Simpson 50 200 0.23 Spoil Storage for Creek Crossing 

Simpson County ATWS Subtotal 66.31 

Smith County, Mississippi 

30.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 30.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 30.3 CR 503 Smith 50 200 0.23 Spoil Storage for Road Crossing 30.3 CR 503 Smith 50 200 0.23 Spoil Storage for Road Crossing 30.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 30.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 30.5 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 30.7 Creek State 50 305 0.35 Spoil Storage and Creek Crossing Excavation 30.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 31.0 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 31.0 Field Road Private 50 110 0.13 Spoil Storage and Creek Crossing Excavation 31.1 Creek State 50 60 0.07 Spoil Storage and Creek Crossing Excavation 31.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 31.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 31.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 31.4 Private Road Private 50 200 0.23 Spoil Storage for Road Crossing 31.4 Private Road Private 50 200 0.23 Spoil Storage for Road Crossing 31.8 Georgia Pacific Land Road Private 50 200 0.23 Spoil Storage for Road Crossing 31.8 Georgia Pacific Land Road Private 50 200 0.23 Spoil Storage for Road Crossing 32.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 32.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 32.8 Green Grass Private 50 200 0.23 Spoil Storage for Road Crossing 32.8 Green Grass Private 50 200 0.23 Spoil Storage for Road Crossing 33.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 33.1 Creek State 50 385 0.44 Spoil Storage and Creek Crossing Excavation 33.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 33.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 33.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 33.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 33.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 
G1-8

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

33.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 33.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 34.1 HDD Oakohay Creek Private 100 200 0.46 HDD Oakohay Creek and Beaver Creek 34.8 HDD Oakohay Creek Private 120 300 0.83 HDD Oakohay Creek and Beaver Creek 35.1 Wetland Crossing Smith 50 320 0.37 Spoil Storage for Wetland HDD Crossing 35.2 CR 121 (Shopping Center) Smith 50 200 0.23 Spoil Storage for Road Crossing 35.2 CR 121 (Shopping Center) Smith 50 200 0.23 Spoil Storage for Road Crossing 36.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 36.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 36.2 CR 77/CR77-3 Smith 50 200 0.23 Spoil Storage for Road Crossing 36.3 CR 77/CR77-3 Smith 25 200 0.11 Spoil Storage for Road Crossing 36.3 Ag Area Private 25 500 0.30 Area Needed to Avoid Concerns 36.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 36.8 Ely Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 36.9 Wetland Crossing Private 50 200 0.23 Spoil Storage and Creek Crossing Excavation 37.3 St. Hwy 35 State 50 200 0.23 Spoil Storage for Road Crossing 37.3 St. Hwy 35 State 50 200 0.23 Spoil Storage for Road Crossing 37.7 CR 35-6 Smith 50 200 0.23 Spoil Storage for Road Crossing 37.7 CR 35-6 Smith 25 200 0.11 Spoil Storage for Road Crossing 37.8 Ag Area Private 25 1,140 0.65 Area Needed to Avoid Concerns 38.1 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio38.1 Fisher Creek State 50 290 0.33 Spoil Storage and Creek Crossing Excavation 38.3 Fisher Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 38.6 St. Hwy 37 State 50 200 0.23 Spoil Storage for Road Crossing 38.6 St. Hwy 37 State 50 200 0.23 Spoil Storage for Road Crossing 38.7 Hot Bend Private 50 200 0.23 Work Area Necessary to Accommodate Pipeli38.9 Hot Bend Private 50 200 0.23 Work Area Necessary to Accommodate Pipeli39.1 Creek State 50 150 0.17 Spoil Storage and Creek Crossing Excavation 39.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 39.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 39.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 39.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 39.8 Beaver Dam Creek State 50 200 0.23 Spoil Storage for Road Crossing 39.9 Beaver Dam Creek State 50 200 0.23 Spoil Storage for Road Crossing 40.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 
G1-9

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

40.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 40.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 40.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 40.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 40.6 Creek State 50 180 0.21 Spoil Storage and Creek Crossing Excavation 40.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 40.9 Field Rd. Private 50 200 0.23 Spoil Storage for Road Crossing 40.9 Field Rd. Private 50 190 0.22 Spoil Storage for Road Crossing 41.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 41.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 41.3 Creek State 50 325 0.37 Spoil Storage and Creek Crossing Excavation 41.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 41.6 CR 93 Smith 50 200 0.23 Spoil Storage for Road Crossing 41.6 CR 93 Smith 50 200 0.23 Spoil Storage for Road Crossing 42.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 42.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 42.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 42.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 42.6 CR 84 Smith 50 200 0.23 Spoil Storage for Road Crossing 42.6 CR 84 Smith 50 200 0.23 Spoil Storage for Road Crossing 42.8 CR 19 Smith 50 200 0.23 Spoil Storage for Road Crossing 42.8 CR 19 Smith 50 200 0.23 Spoil Storage for Road Crossing 43.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 43.2 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 43.5 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 44.0 Field Road and Hot Bend Private 50 320 0.37 Work Area Necessary to Accommodate Pipeli44.1 HDD Leaf River Private 100 300 0.69 HDD Leaf River 44.4 HDD Leaf River Private 100 300 0.69 HDD Leaf River 44.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 44.8 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio44.9 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 44.9 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 45.0 Pipeline Corridor and Road Private 50 200 0.23 Spoil Storage for Road Crossing 45.1 Pipeline Corridor and Road Private 50 200 0.23 Spoil Storage for Road Crossing 45.2 HDD Tallahala Creek Private 100 200 0.46 HDD Tallahala Creek 
G1-10

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

45.5 HDD Tallahala Creek Private 100 200 0.46 HDD Tallahala Creek 45.5 HDD Tallahala Creek Private 70 150 0.24 HDD Tallahala Creek and Foreign Pipeline Cr45.6 CR 99 Smith 50 200 0.23 Spoil Storage for Road Crossing 45.7 Creek State 50 200 0.23 Spoil Storage for Creek Crossing 45.8 Creek State 50 200 0.23 Spoil Storage for Creek Crossing 46.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 46.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 46.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 46.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 46.8 Hot Bend Private 50 200 0.23 Work Area Necessary to Accommodate Pipeli46.9 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 46.9 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 47.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 47.3 Creek State 50 400 0.46 Spoil Storage and Creek Crossing Excavation 

Modification 

47.8 Wetland Crossing Private 50 200 0.23 Spoil Storage and Creek Crossing Excavation 48.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 48.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 48.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 48.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 49.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 49.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 49.3 St. Hwy 531 State 50 300 0.34 Spoil Storage for Road Crossing 49.3 St. Hwy 531 State 50 230 0.26 Spoil Storage for Road Crossing 49.3 St. Hwy 531 State 50 200 0.23 Spoil Storage for Road Crossing 

Smith County ATWS Subtotal 31.86 

Jasper County, Mississippi 

49.5 Hot Bend and Flip W.S. Private 50 260 0.30 Work Area Necessary to Accommodate Pipeli49.5 Hot Bend and Flip W.S. Private 50 200 0.23 Work Area Necessary to Accommodate Pipeli50.1 CR 9 Jasper 50 200 0.23 Spoil Storage for Road Crossing 50.1 CR 9 Jasper 50 200 0.23 Spoil Storage for Road Crossing 50.2 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 50.3 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 50.3 Ditch State 70 200 0.34 Spoil Storage and Creek Crossing Excavation 50.7 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio
G1-11

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

51.3 Hot Bend and Flip W.S. Private 50 300 0.34 Work Area Necessary to Accommodate Pipeli51.3 Hot Bend and Flip W.S. Private 50 300 0.34 Work Area Necessary to Accommodate Pipeli51.5 St. Hwy 15 State 50 200 0.23 Spoil Storage for Road Crossing 51.6 St. Hwy 15 State 50 120 0.14 Spoil Storage for Road Crossing 51.6 Creek State 50 310 0.36 Spoil Storage and Creek Crossing Excavation 51.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 51.8 Abandoned RR Private 50 180 0.21 Ditch Spoil Storage for Bore Pit 51.9 Abandoned RR Private 50 200 0.23 Ditch Spoil Storage for Bore Pit 51.9 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio52.6 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio52.9 CR 17 Jasper 50 200 0.23 Spoil Storage for Road Crossing 52.9 CR 17 Jasper 25 200 0.11 Spoil Storage for Road Crossing 52.9 Ag Area Private 25 290 0.17 Area Needed to Avoid Concerns 53.4 Creek State 50 200 0.23 Spoil Storage and Pond Crossing Excavation 53.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 53.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 53.8 CR 5282 Jasper 50 200 0.23 Spoil Storage for Road Crossing 53.8 CR 5282 Jasper 50 200 0.23 Spoil Storage for Road Crossing 54.1 CR 1725 Jasper 50 200 0.23 Spoil Storage for Road Crossing 54.1 CR 1725 Jasper 50 200 0.23 Spoil Storage for Road Crossing 54.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 54.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 54.4 CR 1725 Jasper 50 140 0.16 Spoil Storage for Road Crossing 54.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 54.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 54.9 Creek State 50 125 0.14 Spoil Storage and Creek Crossing Excavation 54.9 Creek State 50 65 0.07 Spoil Storage and Creek Crossing Excavation 55.1 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 55.1 Field Road Private 50 45 0.05 Spoil Storage for Road Crossing 55.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 55.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 55.7 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio55.7 HDD Tallahoma Creek State 120 200 0.55 HDD Tallahoma Creek 56.2 HDD Tallahoma Creek State 120 200 0.55 HDD Tallahoma Creek 56.4 Wetland Crossing Private 50 400 0.46 Spoil Storage and Wetland Crossing Excavatio
G1-12

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

56.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 56.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 57.3 CR 23 Jasper 50 200 0.23 Spoil Storage for Road Crossing 57.4 CR 23 Jasper 50 200 0.23 Spoil Storage for Road Crossing 57.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 57.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 58.2 CR 2337 Jasper 50 200 0.23 Spoil Storage for Road Crossing 58.2 CR 2337 Jasper 50 200 0.23 Spoil Storage for Road Crossing 58.3 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 58.6 Hot Bend Private 50 200 0.23 Work Area Necessary to Accommodate Pipeli58.7 Field Road Jasper 50 200 0.23 Spoil Storage for Road Crossing 58.7 Field Road Jasper 50 200 0.23 Spoil Storage for Road Crossing 59.1 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 59.7 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio59.7 Private Road Private 50 65 0.07 Spoil Storage for Road Crossing 59.7 Private Road Private 50 200 0.23 Spoil Storage for Road Crossing 59.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 60.1 CR 2333 Jasper 50 360 0.41 Spoil Storage for Road Crossing 60.1 CR 2333 Jasper 50 200 0.23 Spoil Storage for Road Crossing 60.6 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 60.6 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 60.6 Creek State 50 370 0.42 Spoil Storage and Creek Crossing Excavation 60.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 60.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 61.1 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio61.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 61.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 61.2 Creek State 70 200 0.34 Spoil Storage and Creek Crossing Excavation 61.4 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 61.4 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 61.5 Field Road Jasper 50 200 0.23 Spoil Storage for Road Crossing 61.5 Field Road Jasper 50 200 0.23 Spoil Storage for Road Crossing 62.1 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio62.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 62.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 
G1-13

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

62.4 HDD Tallahala Creek Private 100 200 0.46 HDD Tallahala Creek 62.7 HDD Tallahala Creek Private 100 200 0.46 HDD Tallahala Creek 62.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 62.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 63.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 63.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 63.3 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 63.3 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 63.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 63.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 63.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 63.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 64.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 64.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 64.7 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio64.9 CR 31 Jasper 50 200 0.23 Spoil Storage for Road Crossing 65.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 65.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 65.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 65.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 65.6 CR 52824 Jasper 50 200 0.23 Spoil Storage for Road Crossing 65.6 CR 52824 Jasper 50 200 0.23 Spoil Storage for Road Crossing 65.8 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio65.9 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio66.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 66.2 Creek State 50 75 0.09 Spoil Storage and Creek Crossing Excavation 66.2 Creek State 50 175 0.20 Spoil Storage and Creek Crossing Excavation 66.3 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio66.4 CR 52830 Jasper 50 200 0.23 Spoil Storage for Road Crossing 66.4 CR 52830 Jasper 50 200 0.23 Spoil Storage for Road Crossing 66.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 66.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 67.0 Wetland Crossing Private 50 400 0.46 Spoil Storage and Wetland Crossing Excavatio67.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 67.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 
G1-14

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

67.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 67.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 67.8 Creek State 50 350 0.40 Spoil Storage and Creek Crossing Excavation 68.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 68.3 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 68.3 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 68.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 68.8 St. Hwy 528 Jasper 50 200 0.23 Spoil Storage for Road Crossing 69.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 69.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 69.3 HDD Interstate 59 Private 100 200 0.46 HDD Interstate 59 69.6 HDD Interstate 59 Private 100 200 0.46 HDD Interstate 59 69.9 Field Road Private 50 300 0.34 Spoil Storage for Road Crossing 70.0 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 70.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 70.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 70.4 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 70.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 70.5 CR 35 Jasper 50 200 0.23 Spoil Storage for Road Crossing 70.6 CR 35 Jasper 50 200 0.23 Spoil Storage for Road Crossing 70.7 CR 8 Jasper 50 200 0.23 Spoil Storage for Road Crossing 70.7 CR 8 Jasper 50 200 0.23 Spoil Storage for Road Crossing 70.9 CR 828 Jasper 50 200 0.23 Spoil Storage for Road Crossing 70.9 CR 828 Jasper 50 200 0.23 Spoil Storage for Road Crossing 70.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 71.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 71.4 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 71.4 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 71.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 71.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 71.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 71.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 72.1 Southern Railway Private 50 200 0.23 Ditch Spoil Storage for Bore Pit 72.1 Southern Railway Private 50 200 0.23 Ditch Spoil Storage for Bore Pit 72.4 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 
G1-15

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

72.5 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 72.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 72.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 73.6 CR 115 Jasper 50 200 0.23 Spoil Storage for Road Crossing 73.6 CR 115 Jasper 50 200 0.23 Spoil Storage for Road Crossing 73.8 Hot Bend Private 50 200 0.23 Work Area Necessary to Accommodate Pipeli73.9 US Hwy 11 Federal 50 200 0.23 Spoil Storage for Road Crossing 73.9 US Hwy 11 Federal 50 200 0.23 Spoil Storage for Road Crossing 74.1 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 74.1 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 74.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 74.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 74.7 Foreign Pipeline and 

Crossover 

Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 

74.7 Foreign Pipeline and 

Crossover 

Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 

74.8 Foreign Pipeline and 

Crossover 

Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 

74.9 CR 64 Jasper 50 200 0.23 Spoil Storage for Road Crossing 75.0 CR 64 Jasper 50 200 0.23 Spoil Storage for Road Crossing 75.1 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 75.1 Field Road Private 25 200 0.11 Spoil Storage for Road Crossing 75.1 Field Road Private 25 200 0.11 Spoil Storage for Road Crossing 75.1 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 75.4 CR 39 Jasper 50 200 0.23 Spoil Storage for Road Crossing 75.4 CR 39 Jasper 50 200 0.23 Spoil Storage for Road Crossing 75.5 Side Hill Slope Private 50 970 1.11 Potential Cut and Fill Situation to Accommoda

Jasper County ATWS Subtotal 42.39 

Clarke County, Mississippi 

76.0 CR 235 Clarke 50 200 0.23 Spoil Storage for Road Crossing 76.1 CR 235 Clarke 50 200 0.23 Spoil Storage for Road Crossing 76.1 CR 235 Clarke 95 200 0.45 Spoil Storage for Road Crossing 76.1 CR 235 Clarke 25 200 0.13 Spoil Storage for Road Crossing 76.1 Cross Over Private 50 590 0.68 Spoil Storage of Excess Soil to Accommodate 76.1 Cross Over Private 45 350 0.36 Spoil Storage of Excess Soil to Accommodate 
G1-16

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

76.4 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio76.9 CR 2301 Clarke 50 200 0.23 Spoil Storage for Road Crossing 77.0 CR 2301 Clarke 50 350 0.40 Spoil Storage for Road Crossing 77.1 Foreign Pipeline and 

Crossover 

Private 50 300 0.34 Spoil Storage of Excess Soil to Accommodate 

77.2 Side Hill Slope Private 50 950 1.09 Potential Cut and Fill Situation to Accommoda77.3 Foreign Pipeline and 

Crossover 

Private 50 85 0.10 Spoil Storage of Excess Soil to Accommodate 

77.3 Foreign Pipeline and 

Crossover 

Private 50 500 0.57 Spoil Storage of Excess Soil to Accommodate 

77.5 Side Hill Slope Private 50 2,300 2.64 Potential Cut and Fill Situation to Accommoda77.9 CR 240 Clarke 50 200 0.23 Spoil Storage for Road Crossing 78.0 Side Hill Slope Private 50 540 0.62 Potential Cut and Fill Situation to Accommoda78.3 Creek State 50 320 0.37 Spoil Storage and Creek Crossing Excavation 78.3 Foreign Pipeline Private 50 200 0 Spoil Storage of Excess Soil to Accommodate 78.4 Foreign Pipeline Private 50 160 0.18 Spoil Storage of Excess Soil to Accommodate 78.4 Side Hill Slope Private 50 390 0.45 Potential Cut and Fill Situation to Accommoda78.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 78.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 78.6 Foreign Pipeline Private 50 220 0.25 Spoil Storage of Excess Soil to Accommodate 78.7 Foreign Pipeline Private 50 400 0.46 Spoil Storage of Excess Soil to Accommodate 78.8 Field Road Private 50 620 0.71 Spoil Storage for Road Crossing 79.0 CR 216 Clarke 50 200 0.23 Spoil Storage for Road Crossing 79.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 79.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 79.7 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 80.3 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 80.3 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 81.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 81.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 81.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 82.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 82.1 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 82.1 Field Road Private 50 160 0.18 Spoil Storage for Road Crossing 82.1 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 
G1-17

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

82.2 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 82.4 HDD Shubuta Creek Private 100 200 0.46 HDD Shubuta Creek 82.9 HDD Shubuta Creek Private 100 200 0.46 HDD Shubuta Creek 83.2 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio83.4 CR 250 Clarke 50 200 0.23 Spoil Storage for Road Crossing 83.4 CR 250 Clarke 50 200 0.23 Spoil Storage for Road Crossing 83.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 83.7 Hot Bend State 50 200 0.23 Work Area Necessary to Accommodate Pipeli83.7 CR 270 Clarke 50 200 0.23 Spoil Storage for Road Crossing 83.8 CR 270 Clarke 50 200 0.23 Spoil Storage for Road Crossing 83.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 84.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 84.1 CR 2702 Clarke 50 200 0.23 Spoil Storage for Road Crossing 84.1 CR 2702 Clarke 50 200 0.23 Spoil Storage for Road Crossing 84.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 84.7 Creek State 50 125 0.14 Spoil Storage and Creek Crossing Excavation 84.8 Bogue Homa Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 85.1 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 85.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 85.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 85.4 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 85.4 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 85.6 Wetland Crossing State 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio85.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 85.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 85.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 86.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 86.8 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 86.8 Field Road Private 50 335 0.38 Spoil Storage for Road Crossing 86.9 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 87.2 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 87.2 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 87.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 87.6 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 87.6 HDD U.S. Hwy 45 Private 80 160 0.29 HDD U.S. Hwy 45 
G1-18

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

88.0 U.S. Hwy 45 Clarke 100 200 0.46 HDD U.S. Hwy 45 88.2 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio88.5 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio88.9 HDD Chickasawhay River Private 100 200 0.46 HDD Chickasawhay River 89.4 HDD Chickasawhay River Private 100 200 0.46 HDD Chickasawhay River 89.4 HDD Chickasawhay River Private 50 200 0.23 HDD Chickasawhay River 89.5 Foreign Pipeline and 

Crossover 

Private 50 300 0.34 Spoil Storage of Excess Soil to Accommodate 

89.6 Foreign Pipeline and 

Crossover 

Private 50 300 0.34 Spoil Storage of Excess Soil to Accommodate 

89.8 Ditch State 50 200 0.23 Spoil Storage and Ditch Crossing Excavation 89.9 Ditch State 50 200 0.23 Spoil Storage and Ditch Crossing Excavation 90.6 CR 695 Clarke 50 200 0.23 Spoil Storage for Road Crossing 90.9 Side Hill Slope Private 50 1,735 1.99 Potential Cut and Fill Situation to Accommoda91.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 91.3 Side Hill Slope Private 50 560 0.64 Potential Cut and Fill Situation to Accommoda91.3 CR 694 Clarke 50 200 0.23 Spoil Storage for Road Crossing 91.3 CR 694 Clarke 50 200 0.23 Spoil Storage for Road Crossing 91.4 Side Hill Slope Private 50 675 0.77 Potential Cut and Fill Situation to Accommoda91.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 91.6 Creek State 50 80 0.09 Spoil Storage and Creek Crossing Excavation 91.8 Side Hill Slope Private 50 1995 2.29 Potential Cut and Fill Situation to Accommoda92.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 92.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 92.2 Side Hill Slope Private 50 560 0.64 Potential Cut and Fill Situation to Accommoda92.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 92.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 92.4 Side Hill Slope Private 50 690 0.79 Potential Cut and Fill Situation to Accommoda92.6 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 92.9 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 93.0 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 93.4 CR 680 Clarke 50 200 0.23 Spoil Storage for Road Crossing 93.4 CR 680 Clarke 50 190 0.22 Spoil Storage for Road Crossing 93.5 Side Hill Slope Private 50 170 0.20 Potential Cut and Fill Situation to Accommoda93.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 
G1-19

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

93.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 93.8 Side Hill Slope Private 50 260 0.30 Potential Cut and Fill Situation to Accommoda93.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 93.9 Creek State 50 390 0.45 Spoil Storage and Creek Crossing Excavation 94.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 94.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 94.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 94.7 HDD Residential Private 100 200 0.46 HDD Residential 95.1 HDD Residential Private 100 200 0.46 HDD Residential 95.2 CR 630 Clarke 50 200 0.23 Spoil Storage for Road Crossing 95.2 CR 630 Clarke 50 200 0.23 Spoil Storage for Road Crossing 95.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 95.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 95.7 Side Hill Slope Private 50 2,390 2.74 Potential Cut and Fill Situation to Accommoda96.0 Foreign Pipeline Private 50 135 0.15 Spoil Storage of Excess Soil to Accommodate 96.0 Foreign Pipeline Private 50 200 0.23 Spoil Storage of Excess Soil to Accommodate 96.2 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 96.2 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 96.7 Side Hill Slope Private 50 1,560 1.79 Potential Cut and Fill Situation to Accommoda96.9 Side Hill Slope Private 50 590 0.68 Potential Cut and Fill Situation to Accommoda96.9 Wetland Crossing State 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio97.1 Wetland Crossing State 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio97.1 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio97.2 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio97.6 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio97.7 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio98.0 CR 665 Clarke 50 200 0.23 Spoil Storage for Road Crossing 98.1 CR 665 Clarke 50 200 0.23 Spoil Storage for Road Crossing 98.1 Side Hill Slope Private 50 275 0.32 Potential Cut and Fill Situation to Accommoda98.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 98.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 98.3 Side Hill Slope Private 50 265 0.30 Potential Cut and Fill Situation to Accommoda98.3 Field Road Clarke 50 200 0.23 Spoil Storage for Road Crossing 98.4 Field Road Clarke 50 200 0.23 Spoil Storage for Road Crossing 98.4 Side Hill Slope Private 50 165 0.19 Potential Cut and Fill Situation to Accommoda
G1-20

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

98.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 98.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 98.6 Side Hill Slope Private 50 380 0.44 Potential Cut and Fill Situation to Accommoda98.7 Creek State 50 270 0.31 Spoil Storage and Creek Crossing Excavation 98.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 98.8 Side Hill Slope Private 50 460 0.53 Potential Cut and Fill Situation to Accommoda98.9 St. Hwy 511 State 50 200 0.23 Spoil Storage for Road Crossing 98.9 St. Hwy 511 State 50 200 0.23 Spoil Storage for Road Crossing 99.1 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 99.3 Side Hill Slope Private 50 1,110 1.27 Potential Cut and Fill Situation to Accommoda99.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 99.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 99.7 Side Hill Slope Private 50 1,870 2.15 Potential Cut and Fill Situation to Accommoda99.8 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 99.9 Field Road Private 75 200 0.34 Spoil Storage for Road Crossing 

100.3 HDD Buckatunna Creek Private 100 200 0.46 HDD Buckatunna Creek 100.6 HDD Buckatunna Creek Private 100 200 0.46 HDD Buckatunna Creek 100.7 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 100.7 Parallel Road Private 50 195 0.22 Spoil Storage for Road Crossing 100.8 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 100.8 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 100.9 Side Hill Slope Private 50 420 0.48 Potential Cut and Fill Situation to Accommoda100.9 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 101.0 Field Road Private 50 400 0.46 Spoil Storage for Road Crossing 101.3 Creeks State 50 400 0.46 Spoil Storage and Creek Crossing Excavation 101.6 CR 650 Clarke 50 200 0.23 Spoil Storage for Road Crossing 101.6 CR 650 Clarke 50 200 0.23 Spoil Storage for Road Crossing 101.7 Ditch State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 101.8 CR 657 Clarke 50 200 0.23 Spoil Storage for Road Crossing 101.8 CR 657 Clarke 50 200 0.23 Spoil Storage for Road Crossing 101.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 101.9 Creek State 50 100 0.11 Spoil Storage and Creek Crossing Excavation 102.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 102.2 Side Hill Slope Private 50 260 0.30 Potential Cut and Fill Situation to Accommoda102.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 
G1-21

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

102.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 102.6 Side Hill Slope Private 50 1,825 2.09 Potential Cut and Fill Situation to Accommoda102.8 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio102.9 CR 643 Clarke 50 80 0.09 Spoil Storage for Road Crossing 102.9 CR 643 Clarke 50 200 0.23 Spoil Storage for Road Crossing 103.1 Private Road Private 50 200 0.23 Spoil Storage for Road Crossing 103.1 Private Road Private 50 200 0.23 Spoil Storage for Road Crossing 103.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 103.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 103.4 Side Hill Slope Private 50 220 0.25 Potential Cut and Fill Situation to Accommoda103.6 Side Hill Slope Private 50 1,060 1.22 Potential Cut and Fill Situation to Accommoda103.8 Side Hill Slope Private 50 910 1.04 Potential Cut and Fill Situation to Accommoda104.0 Side Hill Slope Private 50 550 0.63 Potential Cut and Fill Situation to Accommoda104.2 Side Hill Slope Private 50 380 0.44 Potential Cut and Fill Situation to Accommoda104.3 CR 411 Clarke 50 200 0.23 Spoil Storage for Road Crossing 104.3 CR 411 Clarke 50 200 0.23 Spoil Storage for Road Crossing 104.4 Side Hill Slope Private 50 530 0.61 Potential Cut and Fill Situation to Accommoda

Clarke County ATWS Subtotal 71.66

Choctaw County, Alabama 

104.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 104.5 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 104.6 Side Hill Slope Private 50 540 0.62 Potential Cut and Fill Situation to Accommoda104.7 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 104.7 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 104.8 Side Hill Slope Private 50 260 0.30 Potential Cut and Fill Situation to Accommoda104.9 Side Hill Slope Private 50 420 0.48 Potential Cut and Fill Situation to Accommoda105.1 Private Road Private 50 110 0.13 Spoil Storage for Road Crossing 105.1 Private Road Private 50 200 0.23 Spoil Storage for Road Crossing 105.1 Side Hill Slope Private 50 160 0.18 Potential Cut and Fill Situation to Accommoda105.2 CR 410 Choctaw 50 200 0.23 Spoil Storage for Road Crossing 105.2 CR 410 Choctaw 50 200 0.23 Spoil Storage for Road Crossing 105.3 Side Hill Slope Private 50 95 0.10 Potential Cut and Fill Situation to Accommoda105.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 105.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 105.4 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 
G1-22

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

105.5 Side Hill Slope Private 50 1,035 1.19 Potential Cut and Fill Situation to Accommoda105.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 105.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 106.0 Side Hill Slope Private 50 1,560 1.79 Potential Cut and Fill Situation to Accommoda106.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 106.3 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 106.6 Side Hill Slope Private 50 2,570 2.95 Potential Cut and Fill Situation to Accommoda106.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 106.8 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 107.0 Side Hill Slope Private 50 1,090 1.25 Potential Cut and Fill Situation to Accommoda107.1 HDD Okatuppa Creek Private 100 200 0.46 HDD Okatuppa Creek 107.4 HDD Okatuppa Creek Private 95 300 0.65 HDD Okatuppa Creek 107.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 107.6 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 107.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 108.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 108.2 Field Road/Foreign Pipeline Private 50 200 0.23 Spoil Storage for Road Crossing 108.2 Field Road/Foreign Pipeline Private 50 200 0.23 Spoil Storage for Road Crossing 108.3 Side Hill Slope Private 50 425 0.49 Potential Cut and Fill Situation to Accommoda108.3 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 108.4 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 108.4 Side Hill Slope Private 50 60 0.07 Potential Cut and Fill Situation to Accommoda108.4 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 108.5 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 108.6 Side Hill Slope Private 50 1,290 1.48 Potential Cut and Fill Situation to Accommoda108.8 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 108.8 Field Road Private 50 200 0.23 Spoil Storage for Road Crossing 108.9 Side Hill Slope Private 50 660 0.76 Potential Cut and Fill Situation to Accommoda109.0 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 109.0 Creek State 50 70 0.08 Spoil Storage and Creek Crossing Excavation 109.2 Side Hill Slope Private 50 395 0.45 Potential Cut and Fill Situation to Accommoda109.3 Ditch State 50 200 0.23 Spoil Storage and Ditch/Wetlands Crossing Ex109.4 Side Hill Slope Private 50 510 0.58 Potential Cut and Fill Situation to Accommoda109.4 CR 9 Choctaw 50 200 0.23 Spoil Storage for Road Crossing 109.5 CR 9 Choctaw 50 470 0.54 Spoil Storage for Road Crossing 
G1-23

TABLE G-1 

Extra Workspace Areas for the Proposed Southeast Expansion Project 

MP 

Location/Reason for 

ATWS Ownership Width Length Acres Reason for ATW

109.7 Side Hill Slope Private 50 360 0.41 Potential Cut and Fill Situation to Accommoda109.8 Side Hill Slope Private 50 200 0.23 Potential Cut and Fill Situation to Accommoda109.8 Side Hill Slope Private 50 760 0.87 Potential Cut and Fill Situation to Accommoda109.9 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 110.1 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 110.2 Side Hill Slope Private 50 325 0.37 Potential Cut and Fill Situation to Accommoda110.2 Creek State 50 200 0.23 Spoil Storage and Creek Crossing Excavation 110.3 Creek State 50 65 0.07 Spoil Storage and Creek Crossing Excavation 110.4 Wetland Crossing Private 50 200 0.23 Spoil Storage and Wetland Crossing Excavatio110.6 Side Hill Slope Private 50 2,010 2.31 Potential Cut and Fill Situation to Accommoda

Choctaw County ATWS Subtotal 26.86 

Total ATWS 239.08 
G2-1 

TABLE G-2 

New and Modified Access Roads for the Proposed Southeast Expansion Project 

MP Feature ID Ownership County 

Length x 

Width 

(ft) 

Existing 

Road Type 

Temporary/

Permanent 

Use 

New/

Existing 

0.2 AR1BSI004 Weyerhaeuser Company Simpson, MS 6,000 x 15 Gravel/Dirt Temp Existing 0.3 AR1BSI004B Weyerhaeuser Company Simpson, MS 3,200 x 15 Gravel/Dirt Temp Existing 9.4 AR1BSI003 Jeff Turnage/Bernie Turnage Simpson, MS 600 x 15 Gravel/Dirt Temp Existing 

10.5 AR1BSI003A J & N Timber Simpson, MS 2,150 x 15 New Perm New 10.9 AR1DSI002A Equity Development Simpson, MS 600 x 15 New Perm New 12.9 AR1BSI006A Jewell Macon Simpson, MS 800 x 15 Gravel/Dirt Temp Existing 16.3 AR1BSI005 Billy Jim Thompson Simpson, MS 1,500 x 15 Gravel/Dirt Temp Existing 18.3 AR1DSI001 Gloria Reviere Simpson, MS 700 x 15 Gravel/Dirt Temp Existing 22.7 AR1BSI001A North America Timber Simpson, MS 1,100 x 15 Gravel/Dirt Temp Existing 23.1 AR1BSI001 North America Timber Simpson, MS 1,300 x 15 Gravel/Dirt Temp Existing 24.6 AR1BSI002 Frances Shows/North America Timber Simpson, MS 5,800 x 15 Gravel/Dirt Temp Existing 31.0 AR1BSM003 Plum Creek Smith, MS 4,800 x 15 Gravel/Dirt Temp Existing 31.8 AR1BSM003A Plum Creek Smith, MS 1,600 x 15 Gravel/Dirt Temp Existing 33.5 AR1BSM002 Plum Creek Smith, MS 2,400 x 15 Gravel/Dirt Temp Existing 39.2 AR1BSM002A Eugene Tullos/GC Hankins/Larry 

Barnett, Amer Craft 

Smith, MS 4,200 x 15 Gravel/Dirt Temp Existing 

43.9 AR1BSM004 Alton Blakeney Smith, MS 4,200 x 15 Gravel/Dirt Temp Existing 46.5 AR1BSM001 James Smith Et Al Smith, MS 1,800 x 15 Gravel/Dirt Temp Existing 55.1 AR1BJS001 Charles Brown Jasper, MS 1,000 x 15 Gravel/Dirt Temp Existing 58.7 AR1BJS002 Billie Windham/Tommie Stringer Jasper, MS 4,100 x 15 Gravel/Dirt Temp Existing 58.8 AR1BJS002A Gauins/Gammage/Hosey/Windham Jasper, MS 4,200 x 15 Gravel/Dirt Temp Existing 59.0 AR1DJS001A JS Scott Jr. Jasper, MS 4,000 x 15 Gravel/Dirt Temp Existing 59.8 AR1DJS001C Betty Windham Jasper, MS 5,200 x 15 Gravel/Dirt Temp Existing 61.5 AR1BJS003 Anderson Tully Company Jasper, MS 2,900 x 15 Gravel/Dirt Temp Existing 63.2 AR1BJS004A Mary Simms Jasper, MS 2,100 x 15 Gravel/Dirt Temp Existing 63.6 AR1BJS004 Mary Simms Jasper, MS 2,400 x 15 Gravel/Dirt Temp Existing 69.1 AR1DJS002 Sarah Life Jasper, MS 3,600 x 15 Gravel/Dirt Temp Existing 
G2-2 

TABLE G-2 

New and Modified Access Roads for the Proposed Southeast Expansion Project 

MP Feature ID Ownership County 

Length x 

Width 

(ft) 

Existing 

Road Type 

Temporary/

Permanent 

Use 

New/

Existing 

69.1 AR1DJS002A Sarah Life Jasper, MS 1,200 x 15 New Perm New 69.9 AR1BJS005 Plummer Heidelberg Estate Jasper, MS 800 x 15 Gravel Temp Existing 72.4 AR1DJS003 Lace Dace, Warren Seals Jasper, MS 3,600 x 15 Gravel/Dirt Temp Existing 75.1 AR1DJS003A O. C. Dantzier Jasper, MS 350 x 15 Gravel/Dirt Temp Existing 80.3 AR1BCK005 Hall Tree Inc. Clarke, MS 20,200 x 15 Gravel/Dirt Temp Existing 81.5 AR1BCK005A Hall Tree Inc. Clarke, MS 2,200 x 15 Gravel/Dirt Temp Existing 82.2 AR1BCK005B Hall Tree Inc. Clarke, MS 3,000 x 15 Gravel/Dirt Temp Existing 82.5 AR1BCK005C Hall Tree Inc. Clarke, MS 3,500 x 15 Gravel/Dirt Temp Existing 82.9 AR1BCK006 Hall Tree Inc. Clarke, MS 4,800 x 15 Gravel/Dirt Temp Existing 85.7 AR1BCK002 Tommy Brady Clarke, MS 6,300 x 15 Gravel/Dirt Temp Existing 86.8 AR1DCK001 Paul Duvall Clarke, MS 400 x 15 Gravel/Dirt Temp Existing 93.0 AR1BCK003 Timber East Clarke, MS 3,400 x 15 Gravel/Dirt Temp Existing 94.8 AR1BCK003A Walter Lafferty Clarke, MS 150 x 15 Gravel/Dirt Temp Existing 96.3 AR1DCK002 International Paper Clarke, MS 6,600 x 15 Gravel/Dirt Temp Existing 99.5 AR1BCK004 Pauline Hunter/Ray Anderson Clarke, MS 3,200 x 15 Gravel/Dirt Temp Existing 

100.8 AR1BCK003 Timber East Clarke, MS 11,500 x 15 Gravel/Dirt Temp Existing 100.8 AR1BCK003A Timber East Clarke, MS 9,000 x 15 Gravel/Dirt Temp Existing 104.3 AR1DCK004 Clarke County Schools Clarke, MS 2,800 x 15 Gravel/Dirt Temp Existing 106.6 AR1DCW001 Mame LP, et al Choctaw, AL 17,500 x 15 Gravel/Dirt Temp Existing 108.6 AR1DCW002 LA Timberlands Choctaw, AL 6,400 x 15 Gravel/Dirt Temp Existing 110.6 AR1DCW003 LA Timberlands Choctaw, AL 4,500 x 15 Gravel/Dirt Temp Existing 
G3-1

TABLE G-3 

Existing Road Crossings for the Proposed Southeast Expansion Project

MP Road Name Road Type Jurisdiction 

Construction 

Method

0.8 Twin Lakes Gravel Simpson County Bore 

1.3 St. Hwy 469 Paved State Bore 

2.5 Rexford Paved Simpson County Bore 

3.6 Rexford Paved Simpson County Bore 

4.9 Brasswell Gravel Simpson County Bore 

5.6 Star Braxton Paved Simpson County Bore 

6.6 Boggs Gravel Simpson County Bore 

7.7 Johnson Paved Simpson County Bore 

8.1 Holly Grove Paved Simpson County Bore 

8.9 Bynum Gravel Simpson County Bore 

9.2 Harrisville Braxton Paved Simpson County Bore 

10.2 Ash Paved Simpson County Bore 

11.6 Gum Springs Paved Simpson County Bore 

11.9 St. Hwy 149 Paved State Bore 

12.2 Sawmill Gravel Simpson County Bore 

12.6 US 49 Paved Federal Bore 

14.1 Saint John Paved Simpson County Bore 

14.8 Cato Paved Simpson County Bore 

16.0 Campbells Creek Paved Simpson County Bore 

17.5 Strong River Gravel Simpson County Bore 

18.2 St. Hwy 13 Paved State Bore 

19.7 Ponder Mason Gravel Simpson County Bore 

20.6 Everett Church Asphalt Simpson County Bore 

21.6 Shows Asphalt Simpson County Bore 

21.8 Jones Layton Asphalt Simpson County Bore 

22.4 Jones Layton Asphalt Simpson County Bore 

23.1 Layton Jones Gravel Simpson County Bore 

23.4 St. Hwy 541 Paved State Bore 

25.2 Dr Magee Asphalt Simpson County Bore 

26.3 Cole Asphalt Simpson County Bore 

28.0 Sixteen Section Gravel Simpson County Bore 

28.1 St. Hwy 540 Paved State Bore 

29.0 Dry Creek Asphalt Simpson County Bore 

29.3 Martin Asphalt Simpson County Bore 

30.3 CR 503 Paved Smith County Bore 

31.8 CR 540-1 (Georgia Pacific Land) Gravel Smith County Bore 

32.8 Green Grass Gravel Smith County Bore 

35.2 CR 121 (Shopping Center) Paved Smith County Bore 

36.3 CR 77 and CR 77-3 Asphalt Smith County Bore 

37.3 St. Hwy 35 Paved State Bore 

37.7 CR 35-6 Asphalt Smith County Bore 

38.6 St. Hwy 37 Paved State Bore 
G3-2

TABLE G-3 

Existing Road Crossings for the Proposed Southeast Expansion Project

MP Road Name Road Type Jurisdiction 

Construction 

Method

41.6 CR 93 Asphalt Smith County Bore 

42.6 CR 84 Asphalt Smith County Bore 

42.8 CR 19 Gravel Smith County Bore 

45.7 CR 99 Asphalt Smith County Bore 

49.4 St. Hwy 531 Paved State Bore 

50.1 CR 9 Paved Jasper County Bore 

51.5 St. Hwy 15 Paved State Bore 

52.9 CR 17 Paved Jasper County Bore 

53.8 CR 5282 Gravel Jasper County Bore 

54.1 CR 1725 Asphalt Jasper County Bore 

54.4 CR 1725 Asphalt Jasper County Bore 

57.4 CR 23 Paved Jasper County Bore 

58.2 CR 2337 Gravel Jasper County Bore 

60.0 CR 2333 Paved Jasper County Bore 

61.5 CR 52812 Gravel Jasper County Bore 

65.0 CR 31 Asphalt Jasper County Bore 

65.6 CR 52824 Gravel Jasper County Bore 

66.4 CR 52830 Gravel Jasper County Bore 

68.8 St. Hwy 528 Paved State Bore 

69.4 US Hwy 59 Paved Federal Bore 

69.5 CR 8 Asphalt Jasper County Bore 

70.6 CR 35 Asphalt Jasper County Bore 

70.7 CR 8 Asphalt Jasper County Bore 

70.9 CR 828 Asphalt Jasper County Bore 

73.5 CR 115 Paved Jasper County Bore 

73.9 US Hwy 11 Paved Federal Bore 

75.0 CR 642 Gravel Jasper County Bore 

75.4 CR 39 Asphalt Jasper County Bore 

76.0 CR 235 Asphalt Clarke County Bore 

76.9 CR 2301 Gravel Clarke County Bore 

77.9 CR 240 Asphalt Clarke County Bore 

79.0 CR 216 Dirt Clarke County Bore 

83.4 CR 250 Asphalt Clarke County Bore 

83.7 CR 270 Asphalt Clarke County Bore 

84.1 CR 2702 Gravel Clarke County Bore 

87.6 CR 266 Asphalt Clarke County Bore 

87.9 US Hwy 45 Paved Federal Bore 

88.2 CR 2661 Asphalt Clarke County Bore 

88.4 CR2661 Asphalt Clarke County Bore 

90.6 CR 695 Asphalt Clarke County Bore 

91.3 CR 694 Asphalt Clarke County Bore 

93.4 CR 680 Gravel Clarke County Bore 
G3-3

TABLE G-3 

Existing Road Crossings for the Proposed Southeast Expansion Project

MP Road Name Road Type Jurisdiction 

Construction 

Method

94.8 CR 615 Asphalt Clarke County Bore 

95.2 CR 630 Asphalt Clarke County Bore 

98.0 CR 665 Asphalt Clarke County Bore 

99.1 St. Hwy 511 Paved State Bore 

101.6 CR 650 Asphalt Clarke County Bore 

101.8 CR 657 Asphalt Clarke County Bore 

102.9 Pine Ridge Paved Clarke County Bore 

105.0 CR 411 Gravel Choctaw County Bore 

109.4 CR 8 Paved Choctaw County Bore 
G4-1 

TABLE G-4 

 Pipe Storage and Contractor Yards 

for the Proposed Southeast Expansion Project

Yard 

Designation County, State Location Original Land Use 

Temporary 

Impact 

(acres) 

Permanent 

Impact 

(acres) 

Site 1 Hinds, MS 2648 Old Highway 51 

Terry, MS 

Contractor Yard for 

Gulf South’s East 

Texas to Mississippi 

Expansion Project 

15.0 0 

Site 2 Jones, MS 5 Thames Blvd 

Laurel, MS 

Industrial Yard at 

Laurel Airport 20.0 0 

Site 3 Lauderdale, MS 1602 60th Place South 

Meridian, MS 

Industrial Yard at 

Meridian Airport 6.0 0 

Total 41.0 0