D.C. to Richmond Southeast High Speed Rail A-1 Phase IB Archaeological Survey, ROAF to BBHW 

APPENDIX A: MAPS DETAILING ARCHAEOLOGICAL AREAS 




























































































D.C. to Richmond Southeast High Speed Rail B-1 Phase IB Archaeological Survey, ROAF to BBHW 

APPENDIX B: SHOVEL TEST CATALOG 
D.C. to Richmond Southeast High Speed Rail B-2 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

03 A 01 I 0.0 0.6 10YR 4/3 brown silt 03 A 01 II 0.6 1.1 10YR 4/3 brown silty loam mottled with clumps of various clays and high percentage of gravel appears to be disturbe

and wash-down flood cdevelopment above 

03 A 02 I 0.0 0.2 10YR 4/3 brown silt 03 A 02 II 0.2 0.9 10YR 4/3 brown silty loam mottled with clumps of various clays and high percentage of gravel 03 A 02 III 0.9 1.3 10YR 6/4 light yellowish brown sandy clay 03 I 01 I 0.0 0.3 2.5Y 4/3 olive brown sandy loam 03 I 01 II 0.3 0.4 10YR 2/1 black sandy loam 03 I 01 III 0.4 0.8 10YR 6/3 pale brown silty clay 03 I 02 I 0.0 0.3 2.5Y 4/3 olive brown sandy loam 03 I 02 II 0.3 0.8 10YR 6/3 pale brown silty clay 04 A 01 I 0.0 0.1 10YR 3/3 dark brown sandy loam 04 A 01 II 0.1 0.8 10YR 5/3 brown sandy loam 04 A 01 III 0.8 1.4 

10YR 7/1 light gray sand with pockets of 10YR 3/2 very dark grayish brown and 10YR 6/8 brownish yellow sandy loam 

04 A 01 IV 1.4 1.8 10YR 6/8 brownish yellow loamy sand disturbed 04 A 02 I 0.0 1.0 10YR 5/4 yellowish brown sandy loam with pockets of 10YR 6/8 brownish yellow sandy clay redeposit 04 A 02 II 1.0 1.4 10YR 6/1 gray loamy sand mottled with 10YR 6/8 brownish yellow sandy clay hydric subsoil 04 A 03 I 0.0 0.4 10YR 4/3 brown sandy loam 
D.C. to Richmond Southeast High Speed Rail B-3 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

04 A 03 II 0.4 1.0 10YR 5/4 yellowish brown sandy loam with pockets of 10YR 6/8 brownish yellow sandy clay redeposit 04 A 03 III 1.0 1.4 10YR 6/1 gray loamy sand mottled with 10YR 6/8 brownish yellow sandy clay hydric subsoil 04 A 04 I 0.0 0.2 10YR 4/3 brown silty loam 04 A 04 II 0.2 0.8 10YR 5/3 brown silty loam 04 A 04 III 0.8 1.2 10YR 6/3 pale brown silty loam 04 A 04 IV 1.2 1.6 10YR 6/2 light brownish gray mottled with 10YR 6/6 brownish yellow sandy clay 04 A 05 I 0.0 0.1 

10YR 3/2 very dark grayish brown mottled with 10YR 4/1 dark gray and 10YR 6/6 brownish yellow silty loam with 60% angular gravels 

gravel impasse at .1 

04 F 01 I 0.0 0.8 7.5YR 5/6 strong brown sandy loam 04 F 01 II 0.8 1.2 10YR 6/3 pale brown sand with degrading sandstone 04 F 02 I 0.0 0.4 10YR 4/2 dark grayish brown silty loam 04 F 02 II 0.4 0.9 10YR 2/1 black silty loam 04 F 02 III 0.9 1.3 10YR 6/3 pale brown sand with degrading sandstone 06 J 01 I 0.0 0.1 10YR 3/2 very dark grayish brown sandy loam with 60% rounded cobbles 06 J 01 II 0.1 0.5 10YR 6/6 brownish yellow sandy loam with 60% rounded cobbles 06 J 02 I 0.0 0.2 10YR 3/2 very dark grayish brown sandy loam 06 J 02 II 0.2 0.4 10YR 2/2 very dark brown sandy loam 06 J 02 III 0.4 0.8 10YR 3/2 very dark grayish brown sandy loam 
D.C. to Richmond Southeast High Speed Rail B-4 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

06 J 03 I 0.0 0.3 10YR 3/3 dark brown mottled with 10YR 6/6 brownish yellow silty loam 06 J 03 II 0.3 1.0 10YR 5/3 brown silty loam 06 J 03 III 1.0 1.4 10YR 6/6 brownish yellow silty clay loam 06 J 04 I 0.0 0.6 10YR 5/3 brown silty loam 06 J 04 II 0.6 1.0 10YR 6/6 brownish yellow silty clay loam 06 L 01 I 0.0 0.1 7.5YR 4/3 brown sandy loam 06 L 01 II 0.1 1.7 

7.5YR 5/4 brown sandy loam mottled with 10YR 5/6 strong brown clay and 10YR 3/2 dark brown sandy loam 

06 L 01 III 1.7 2.0 7.5YR 5/6 strong brown sandy clay heavily disturbed 06 L 02 I 0.0 0.1 7.5YR 4/3 brown sandy loam 06 L 02 II 0.1 1.4 

7.5YR 5/4 brown sandy loam mottled with 10YR 5/6 strong brown clay and 10YR 3/2 dark brown sandy loam 

06 L 02 III 1.4 1.5 7.5YR 5/6 strong brown sandy clay heavily disturbed 06 L 03 I 0.0 0.1 7.5YR 4/3 brown sandy loam 06 L 03 II 0.1 1.3 

7.5YR 5/4 brown sandy loam mottled with 10YR 5/6 strong brown clay and 10YR 3/2 dark brown sandy loam 

06 L 03 III 1.3 1.6 7.5YR 5/6 strong brown sandy clay heavily disturbed 06 L 04 I 0.0 0.2 10YR 3/2 very dark grayish brown sandy loam 06 L 04 II 0.2 1.0 

10YR 6/8 brownish yellow mottled with 10YR 5/8 yellowish brown and 10YR 3/2 very dark grayish brown sandy loam 

disturbed 
D.C. to Richmond Southeast High Speed Rail B-5 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

06 L 05 Not Excavated wires everywhere 06 L 06 I 0.0 0.4 10YR 3/2 very dark grayish brown mottled with 10YR 2/1 black and 10YR 6/6 brownish yellow sandy loam disturbed along rail gra06 L 06 II 0.4 1.5 

10YR 6/8 brownish yellow mottled with 10YR 5/3 brown and 10YR 3/2 very dark grayish brown sandy loam 

disturbed along rail gra

06 L 06 III 1.5 2.0 10YR 5/3 brown sandy loam 06 L 07 I 0.0 0.9 10YR 2/1 black sandy loam 06 L 07 II 0.9 1.4 10YR 6/6 brownish yellow sandy loam 06 L 07 III 1.4 1.8 10YR 6/3 pale brown sandy clay 06 L 08 I 0.0 0.7 10YR 2/1 black sandy loam 06 L 08 II 0.7 1.5 10YR 6/6 brownish yellow sandy loam 06 M 01 I 0.0 0.3 10YR 4/3 olive brown sandy loam 06 M 01 II 0.3 1.0 10YR 6/4 light yellowish brown with large pockets of 10YR 2/1 black sandy loam heavily disturbed 06 M 02 I 0.0 0.3 10YR 4/3 brown sandy loam 06 M 02 II 0.3 1.0 10YR 6/4 light yellowish brown with large clumps of 10YR 2/1 black sandy loam 06 M 02 III 1.0 1.4 10YR 6/2 light brownish gray sandy clay with 10YR 5/6 yellowish brown oxidization heavily disturbed 06 M 03 I 0.0 0.3 10YR 4/3 brown sandy loam 06 M 03 II 0.3 1.0 10YR 5/4 yellowish brown sandy loam with pockets of 10YR 2/1 black and 10YR 6/6 brownish yellow 06 M 03 III 1.0 1.4 10YR 2/1 black sandy loam 
D.C. to Richmond Southeast High Speed Rail B-6 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

06 M 03 IV 1.4 1.6 10YR 6/6 brownish yellow sandy clay heavily disturbed 06 N 01 I 0.0 0.5 10YR 6/6 brownish yellow sandy loam 06 N 01 II 0.5 1.0 10YR 4/3 brown mottled with 10YR 2/1 black sandy loam with 40% gravel 06 N 01 III 1.0 1.5 10YR 6/6 brownish yellow loamy sand disturbed 06 N 02 Not Excavated Verizon box and distur08 C 01 I 0.0 0.1 10YR 4/1 dark gray silty loam with 80% angular gravel STP location appears to 

railroad 

08 C 02 I 0.0 1.1 10YR 4/3 dark brown silty loam with 15% angular debris 08 C 02 II 1.1 1.5 10YR 6/3 pale brown silty clay 08 C 03 Not Excavated disturbed 08 C 04 I 0.0 1.3 10YR 4/3 dark brown silty loam 08 C 04 II 1.3 1.7 10YR 6/3 pale brown silty clay 08 C 05 I 0.0 1.0 10YR 4/3 dark brown silty loam 08 C 05 II 1.0 1.4 10YR 6/3 pale brown silty clay 08 C 06 I 0.0 0.8 10YR 4/3 dark brown silty loam 08 C 06 II 0.8 1.2 10YR 6/3 pale brown silty clay 08 C 07 I 0.0 1.0 10YR 4/3 dark brown silty loam 08 C 07 II 1.0 1.4 10YR 6/3 pale brown silty clay 08 C 08 I 0.0 0.8 10YR 4/3 dark brown silty loam 08 C 08 II 0.8 1.2 10YR 5/6 yellowish brown silty clay 08 C 09 I 0.0 0.7 10YR 4/3 dark brown silty loam 
D.C. to Richmond Southeast High Speed Rail B-7 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

08 C 09 II 0.7 1.1 10YR 5/6 yellowish brown silty clay loam 08 C 10 I 0.0 0.6 10YR 4/3 dark brown silty loam 08 C 10 II 0.6 1.0 10YR 5/6 yellowish brown silty clay 08 C 11 I 0.0 0.6 10YR 4/3 dark brown silty loam 08 C 11 II 0.6 1.0 10YR 5/6 yellowish brown silty clay loam 08 C 12 I 0.0 0.8 10YR 4/3 dark brown silty loam 08 C 12 II 0.8 1.2 10YR 5/6 yellowish brown silty clay 08 C 13 I 0.0 0.9 10YR 4/3 dark brown silty loam 08 C 13 II 0.9 1.3 10YR 5/6 yellowish brown silty clay loam 08 C 14 I 0.0 0.6 10YR 4/3 dark brown silty loam 08 C 14 II 0.6 1.0 10YR 5/6 yellowish brown silty clay 08 C 15 I 0.0 0.8 10YR 4/3 dark brown silty loam 08 C 15 II 0.8 1.2 10YR 5/6 yellowish brown silty clay loam 08 C 16 I 0.0 0.6 10YR 4/3 dark brown silty loam with 2% angular gravels and three rounded cobbles 08 C 16 II 0.6 1.0 10YR 5/6 yellowish brown silty clay 08 C 17 I 0.0 0.7 10YR 4/3 dark brown silty clay loam 08 C 17 II 0.7 1.1 2.5Y 6/3 light brownish gray silty clay 08 C 18 I 0.0 0.6 10YR 4/3 dark brown silty loam 08 C 18 II 0.6 1.0 10YR 5/6 yellowish brown silty clay 08 C 19 I 0.0 0.5 10YR 4/3 dark brown silty loam 08 C 19 II 0.5 0.9 2.5Y 6/3 light brownish gray silty clay 
D.C. to Richmond Southeast High Speed Rail B-8 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

08 C 20 I 0.0 0.4 10YR 4/3 dark brown silty loam 08 C 20 II 0.4 0.8 2.5Y 6/3 light brownish gray silty clay 08 C 21 I 0.0 0.1 2.5Y 4/2 dark grayish brown silty loam with 5% subangular gravels 08 C 21 II 0.1 0.5 7.5YR 4/6 strong brown silty clay 08 C 22 I 0.0 0.1 10YR 4/2 dark grayish brown silty loam 08 C 22 II 0.1 0.5 10YR 6/2 light brownish gray and 10YR 5/6 dark yellowish brown hydric 08 C 23 I 0.0 0.4 10YR 4/2 dark grayish brown silty loam with 10% subangular gravels modern garbage (color08 C 23 II 0.4 0.8 10YR 5/1 gray silty clay 08 C 24 I 0.0 0.2 10YR 4/2 dark grayish brown silty loam 08 C 24 II 0.2 0.6 10YR 5/1 gray silty clay hydric 08 C 25 Not Excavated petroleum pipeline 08 C 26 I 0.0 0.8 10YR 2/1 black loose silty loam with 75% varying gravel and cobbles disturbed 08 C 27 I 0.0 0.1 10YR 5/1 gray silty loam with 20% angular gravels appears to be disturbe08 C 28 I 0.0 0.4 10YR 4/2 dark grayish brown silty loam with 20% angular gravels 08 C 28 II 0.4 0.8 10YR 5/1 gray silty clay 08 C 29 I 0.0 0.4 10YR 4/1 dark gray silty sandy loam with 10% angular gravels 08 C 29 II 0.4 0.8 10YR 5/1 gray silty sandy clay 08 C 30 Not Excavated disturbance adjacent to 
D.C. to Richmond Southeast High Speed Rail B-9 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

08 C 31 Not Excavated disturbance adjacent to 08 C 32 Not Excavated disturbance adjacent to 08 C 33 Not Excavated disturbance adjacent to 08 C 34 Not Excavated disturbance adjacent to 08 C 35 Not Excavated disturbance adjacent to 08 C 36 Not Excavated disturbance adjacent to 08 C 37 Not Excavated disturbance adjacent to 08 C 38 I 0.0 0.5 10YR 5/2 grayish brown mottled with 10YR 5/6 yellowish brown silty loam 08 C 38 II 0.5 0.9 10YR 6/1 gray mottled with 10YR 5/6 yellowish brown silty loam 08 C 39 I 0.0 0.9 10YR 4/6 dark yellowish brown silty loam 08 C 39 II 0.9 1.3 10YR 6/8 brownish yellow mottled with 10YR 5/6 yellowish brown silty clay 08 C 40 I 0.0 0.7 10YR 4/3 dark brown silty loam 08 C 40 II 0.7 1.1 10YR 6/2 light brownish gray mottled with 10YR 5/6 yellowish brown silty loam 08 C 41 I 0.0 0.7 2.5Y 4/3 olive brown silty loam with 5% subangular gravels 08 C 41 II 0.7 1.4 10YR 4/3 dark brown silty loam 08 C 41 III 1.4 1.8 10YR 7/2 light gray mottled with 10YR 5/6 yellowish brown silty clay 08 C 42 I 0.0 1.0 10YR 4/3 dark brown silty loam 08 C 42 II 1.0 1.4 10YR 5/6 yellowish brown silty clay 
D.C. to Richmond Southeast High Speed Rail B-10 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

08 C 43 I 0.0 0.7 10YR 5/3 brown silty clay loam 08 C 43 II 0.7 1.1 7.5YR 4/6 strong brown silty clay with 2% angular gravels and very compact sediments 08 C 44 I 0.0 0.7 10YR 4/3 dark brown silty loam 08 C 44 II 0.7 1.1 10YR 5/6 yellowish brown silty clay on slight slope up to no08 C 45 I 0.0 0.5 10YR 4/2 dark grayish brown silty loam with 8% subangular gravels 08 C 45 II 0.5 0.9 10YR 5/1 gray silty clay 08 D 01 I 0.0 0.2 10YR 3/2 very dark grayish brown silty loam 08 D 01 II 0.2 0.5 10YR 5/1 gray mottled with 10YR 2/1 black and 10YR 6/4 light yellowish brown loamy clay 08 D 01 III 0.5 1.0 10YR 2/1 black sandy loam water flooded at 0.8 09 A 01 I 0.0 0.1 10YR 3/2 very dark grayish brown 09 A 01 II 0.1 0.7 10YR 4/2 dark grayish brown mottled with 7.5YR 5/6 strong brown with manganese ferric inclusions 09 A 01 III 0.7 1.0 10YR 6/4 light yellowish brown water filled STP in stra09 A 02 I 0.0 0.4 10YR 2/1 black silty loam 09 A 02 II 0.4 0.8 10YR 5/8 yellowish brown sandy clay with 75% gravel inclusions high carbon content, ra

terminated at 0.8 

09 A 03 I 0.0 0.6 10YR 2/2 very dark brown sandy loam with 60% angular railroad gravel discarded bolt, concret09 A 03 II 0.6 1.0 10YR 5/3 brown sandy loam 09 A 03 III 1.0 1.4 10YR 6/6 brownish yellow sandy clay 
D.C. to Richmond Southeast High Speed Rail B-11 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

09 B 01 I 0.0 0.3 

10YR 2/2 very dark brown with pockets of 10YR 6/4 light yellowish brown and 10YR 5/6 yellowish brown sandy clay loam with 30% gravels 

09 B 01 II 0.3 1.1 mixed pockets of 2.5Y 4/3 olive brown and 10YR 5/3 brown and 10YR 6/6 brownish yellow clay loam 09 B 01 III 1.1 1.5 10YR 2/1 black sand appears to be railroad 09 B 01 IV 1.5 1.9 10YR 6/2 light brownish gray clay with ferrous inclusions 09 B 02 I 0.0 0.3 

10YR 2/2 very dark brown with pockets of 10YR 6/4 light yellowish brown and 10YR 5/6 yellowish brown sandy clay loam with 60% gravels 

09 B 02 II 0.3 0.8 mixed pockets of 2.5Y 4/3 olive brown and 10YR 5/3 brown and 10YR 6/6 brownish yellow clay loam 09 B 02 III 0.8 0.9 10YR 2/1 black sand appears to be railroad 09 B 02 IV 0.9 1.3 10YR 6/2 light brownish gray clay with ferrous inclusions 09 B 03 I 0.0 0.3 

10YR 2/2 very dark brown with pockets of 10YR 6/4 light yellowish brown and 10YR 5/6 yellowish brown sandy clay loam with 60% gravels 

09 B 03 II 0.3 0.6 mixed pockets of 2.5Y 4/3 olive brown and 10YR 5/3 brown and 10YR 6/6 brownish yellow clay loam 09 B 03 III 0.6 0.8 10YR 2/1 black sand 09 B 03 IV 0.8 1.0 mixed pockets of 2.5Y 4/3 olive brown and 10YR 5/3 brown and 10YR 6/6 brownish yellow clay loam 09 B 03 V 1.0 1.1 10YR 2/1 black sand 09 B 03 VI 1.1 1.8 10YR 6/3 pale brown sandy clay Railroad spikes to I-IV, 09 E 01 I 0.0 0.9 10YR 5/3 brown silty clay loam 
D.C. to Richmond Southeast High Speed Rail B-12 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

09 E 01 II 0.9 1.3 10YR 6/4 light yellowish brown silty clay 09 E 02 I 0.0 0.8 10YR 4/3 brown loamy clay 09 E 02 II 0.8 1.1 10YR 5/4 yellowish brown clay 09 E 02 III 1.1 1.5 7.5YR 5/6 strong brown clay encountered at 1.3, py

structure) located NW 

09 E 03 I 0.0 0.7 10YR 4/3 brown silty clay loam 09 E 03 II 0.7 1.1 7.5YR 5/6 strong brown silty clay 09 E 04 I 0.0 0.4 10YR 4/3 brown silty clay loam 09 E 04 II 0.4 0.9 7.5YR 5/6 strong brown silty clay 09 E 05 I 0.0 0.7 10YR 4/3 brown silty clay loam 09 E 05 II 0.7 1.1 7.5YR 5/6 strong brown silty clay 09 E 06 I 0.0 0.8 10YR 4/3 brown silty clay loam 09 E 06 II 0.8 1.2 7.5YR 5/6 strong brown silty clay 09 E 07 I 0.0 0.8 10YR 4/3 brown silty clay loam 09 E 07 II 0.8 1.2 7.5YR 5/6 strong brown silty clay 09 F 01 I 0.0 0.5 

2.5Y 3/3 dark olive brown with pockets of 7.5YR 5/6 strong brown and 7.5YR 2/2 very dark brown sandy loam 

09 F 01 II 0.5 0.8 

2.5Y 3/3 dark olive brown with pockets of 7.5YR 5/6 strong brown and 7.5YR 2/2 very dark brown sandy clay with bands of black staining from rail activity 

09 F 01 III 0.8 1.2 10YR 6/4 light yellowish brown clay with notable mineral inclusions STP located east of rai
D.C. to Richmond Southeast High Speed Rail B-13 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

09 G 01 I 0.0 0.4 10YR 4/2 dark grayish brown sandy loam with angular gravel 09 G 01 II 0.4 0.8 10YR 4/2 dark grayish brown with 30% 7.5YR 6/6 reddish yellow hydric 09 G 01 III 0.8 1.0 5PB 4/1 dark bluish gray with 40% 10YR 6/1 gray hydric 09 G 01 IV 1.0 1.1 10YR 3/1 very dark gray hydric 09 G 01 V 1.1 1.5 10YR 6/1 gray hydric, water filled STP09 G 02 I 0.0 0.4 10YR 4/2 dark grayish brown sandy clay 09 G 02 II 0.4 0.9 10YR 6/1 gray mottled with 5PB 5/1 bluish gray and 10YR 6/1 gray sandy clay strats disturbed 09 G 02 III 0.9 1.0 10YR 2/1 black mottled with 10YR 6/1 gray 09 G 03 I 0.0 0.3 2.5Y 2.5/1 black sandy clay loam 09 G 03 II 0.3 1.0 2.5Y 7/2 light gray clay 09 G 04 I 0.0 0.4 2.5Y 2.5/1 black sandy clay loam 09 G 04 II 0.4 1.0 2.5Y 7/2 light gray clay 09 G 05 I 0.0 0.4 2.5Y 2.5/1 black silty loam 09 G 05 II 0.4 1.0 2.5Y 7/2 light gray clay 09 G 06 I 0.0 0.5 2.5Y 2.5/1 black sandy loam 09 G 06 II 0.5 1.0 2.5Y 6/2 light brownish gray clay 09 G 06 III 1.0 1.4 10YR 6/1 gray mottled with 10YR 6/6 brownish yellow oxidation clay 09 G 07 I 0.0 0.2 10YR 2/2 very dark brown sandy clay loam 09 G 07 II 0.2 1.0 10YR 6/1 gray clay 
D.C. to Richmond Southeast High Speed Rail B-14 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

09 G 08 I 0.0 0.2 2.5Y 2.5/1 black sandy clay loam 09 G 08 II 0.2 1.2 2.5Y 7/2 light gray mottled with 10YR 6/6 brownish yellow clay water at 1.0 09 G 09 I 0.0 0.7 2.5Y 2.5/1 black sandy loam 09 G 09 II 0.7 1.1 2.5Y 6/2 light brownish gray mottled with 2.5Y 6/6 olive yellow clay 09 G 10 I 0.0 0.2 10YR 2/2 very dark brown sandy clay loam 09 G 10 II 0.2 0.3 10YR 6/1 gray clay water filling at 0.2 09 G 11 I 0.0 0.5 2.5Y 2.5/1 black sandy loam 09 G 11 II 0.5 0.8 10YR 6/2 light brownish gray clay 09 G 11 III 0.8 1.2 2.5Y 6/2 light brownish gray mottled with 10YR 6/6 brownish yellow clay encountered water 0.9

spike at 0.5 

09 G 12 I 0.0 0.3 2.5Y 2.5/1 black sandy loam 09 G 12 II 0.3 1.0 2.5Y 6/2 light brownish gray mottled with 10YR 6/6 brownish yellow oxidation clay encountered water at 009 G 13 Not Excavated STP lies on earthwork 

towards SE 

09 G 14 I 0.0 0.5 2.5Y 2.5/1 black sandy loam 09 G 14 II 0.5 1.0 2.5Y 6/2 light brownish gray mottled with 10YR 6/6 brownish yellow oxidation clay encountered water at 009 G 15 I 0.0 0.6 2.5Y 2.5/1 black sandy loam 09 G 15 II 0.6 1.0 10YR 6/2 light brownish gray clay 10 B 01 I 0.0 0.9 10YR 5/4 yellowish brown silty sandy loam 10 B 01 II 0.9 1.3 7.5YR 5/6 yellowish brown sandy clay 
D.C. to Richmond Southeast High Speed Rail B-15 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

10 C 01 I 0.0 0.7 10YR 5/2 grayish brown sandy loamy clay 10 C 01 II 0.7 1.1 7.5YR 5/6 strong brown clay sand 11 D 01 I 0.0 0.3 10YR 4/3 brown sandy loam 11 D 01 II 0.3 0.5 10YR 5/6 yellowish brown sandy clay 11 D 01 III 0.5 0.7 10YR 2/1 black with 90% angular gravel disturbed, railroad fill i11 D 02 I 0.0 0.2 10YR 4/3 brown sandy loam 11 D 02 II 0.2 0.3 10YR 5/6 yellowish brown sandy clay 11 D 02 III 0.3 0.5 10YR 2/1 black with 90% angular gravel disturbed, railroad fill i11 D 03 I 0.0 0.3 10YR 3/2 very dark grayish brown sandy loam 11 D 03 II 0.3 0.9 10YR 6/4 light yellowish brown mottled with 15% 10YR 5/6 yellowish brown silty clay 11 D 04 I 0.0 0.2 10YR 4/3 brown sandy clay with multiple clay clumps overburden 11 D 04 II 0.2 0.3 10YR 3/1 very dark gray sandy loam buried, but still modern 11 D 04 III 0.3 0.8 10YR 6/4 light yellowish brown silty clay 11 D 05 I 0.0 0.3 10YR 4/3 brown silty loam 11 D 05 II 0.3 0.8 10YR 6/6 brownish yellow silty clay 11 D 06 I 0.0 0.4 10YR 4/3 brown silty loam 11 D 06 II 0.4 0.7 10YR 6/1 gray mottled with 10YR 6/8 brownish yellow and 10YR 3/2 very dark grayish brown silty clay clumpy, overburden 11 D 06 III 0.7 1.1 10YR 6/1 gray mottled with 15% 10YR 6/6 brownish yellow sandy clay 11 D 07 I 0.0 0.2 10YR 4/3 brown silty loam overburden 11 D 07 II 0.2 0.3 10YR 6/3 pale brown silty loam overburden 
D.C. to Richmond Southeast High Speed Rail B-16 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 D 07 III 0.3 0.4 10YR 3/1 very dark gray silty loam overburden 11 D 07 IV 0.4 1.3 10YR 5/4 yellowish brown silty loam buried Ap 11 D 07 V 1.3 1.7 10YR 6/3 pale brown silty clay subsoil 11 D 08 I 0.0 0.5 10YR 4/3 brown silty loam 11 D 08 II 0.5 0.9 10YR 6/2 light brownish gray mottled with 10YR 6/6 brownish yellow silty clay 11 D 09 I 0.0 0.1 10YR 4/3 brown silty clay loam 11 D 09 II 0.1 0.2 10YR 5/3 brown silty clay loam 11 D 09 III 0.2 0.6 10YR 6/8 brownish yellow silty clay access road, clearly str11 E 01 I 0.0 0.5 10YR 2/1 black silty loam 11 E 01 II 0.5 1.2 10YR 5/4 yellowish brown silty clay 11 E 01 III 1.2 1.6 10YR 7/4 very pale brown clay 11 E 02 Not Excavated disturbed 11 E 03 I 0.0 0.4 10YR 4/2 dark grayish brown silty loam 11 E 03 II 0.4 1.2 10YR 5/4 yellowish brown silty clay 11 E 03 III 1.2 1.6 10YR 7/4 very pale brown clay 11 E 04 I 0.0 0.4 10YR 4/2 dark grayish brown silty loam 11 E 04 II 0.4 1.2 10YR 5/4 yellowish brown silty clay 11 E 04 III 1.2 1.6 10YR 7/4 very pale brown clay 11 E 05 I 0.0 0.4 10YR 4/2 dark grayish brown silty loam 11 E 05 II 0.4 1.2 10YR 5/4 yellowish brown silty clay 11 E 05 III 1.2 1.6 10YR 7/4 very pale brown clay 
D.C. to Richmond Southeast High Speed Rail B-17 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 E 06 I 0.0 0.4 10YR 4/2 dark grayish brown silty loam 11 E 06 II 0.4 1.2 10YR 5/4 yellowish brown silty clay 11 E 06 III 1.2 1.6 10YR 7/4 very pale brown clay 11 E 07 I 0.0 0.4 10YR 4/2 dark grayish brown silty loam 11 E 07 II 0.4 1.2 10YR 5/4 yellowish brown silty clay 11 E 07 III 1.2 1.6 10YR 7/4 very pale brown clay 11 E 08 I 0.0 0.1 10YR 3/2 very dark grayish brown sandy loam 11 E 08 II 0.1 0.3 10YR 4/3 brown silty clay 11 E 08 III 0.3 0.7 10YR 5/3 brown silty loam in heavily overgrown a

stripped and disturbed 

11 E 09 I 0.0 0.9 10YR 3/2 very dark grayish brown sandy loam 11 E 09 II 0.9 1.3 10YR 5/3 brown silty clay loam 11 E 10 I 0.0 1.0 10YR 4/3 brown sandy loam 11 E 10 II 1.0 1.4 10YR 5/6 yellowish brown sandy clay 11 E 11 I 0.0 0.9 10YR 4/3 brown sandy loam 11 E 11 II 0.9 1.3 10YR 5/6 yellowish brown sandy clay 11 E 12 I 0.0 1.0 10YR 4/3 brown sandy loam 11 E 12 II 1.0 1.4 10YR 5/6 yellowish brown sandy clay 11 E 13 I 0.0 0.5 10YR 4/3 brown mottled with 10YR 2/2 very dark brown sandy loam 11 E 13 II 0.5 1.0 10YR 5/4 yellowish brown sandy loam 11 E 13 III 1.0 1.4 10YR 6/4 light yellowish brown sandy clay 
D.C. to Richmond Southeast High Speed Rail B-18 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 E 14 I 0.0 0.6 10YR 4/3 brown mottled with 10YR 2/2 very dark brown sandy loam 11 E 14 II 0.6 1.0 10YR 5/4 yellowish brown sandy loam 11 E 14 III 1.0 1.4 10YR 6/4 light yellowish brown sandy clay 11 E 15 I 0.0 0.7 10YR 4/3 brown mottled with 10YR 2/2 very dark brown sandy loam 11 E 15 II 0.7 1.0 10YR 5/4 yellowish brown sandy loam 11 E 15 III 1.0 1.4 10YR 6/4 light yellowish brown sandy clay 11 E 16 I 0.0 0.8 10YR 4/3 brown mottled with 10YR 2/2 very dark brown sandy loam 11 E 16 II 0.8 1.0 10YR 5/4 yellowish brown sandy loam 11 E 16 III 1.0 1.4 10YR 6/4 light yellowish brown sandy clay 11 E 17 I 0.0 0.7 10YR 4/3 brown sandy loam 11 E 17 II 0.7 1.1 10YR 5/4 yellowish brown sandy loam 11 E 17 III 1.1 1.5 10YR 6/4 light yellowish brown sandy clay 11 E 18 I 0.0 0.7 10YR 4/3 brown sandy loam 11 E 18 II 0.7 1.1 10YR 5/4 yellowish brown sandy loam 11 E 18 III 1.1 1.5 10YR 6/4 light yellowish brown sandy clay 11 E 19 I 0.0 0.7 10YR 4/3 brown sandy loam 11 E 19 II 0.7 1.1 10YR 5/4 yellowish brown sandy loam 11 E 19 III 1.1 1.5 10YR 6/4 light yellowish brown sandy clay 11 E 20 I 0.0 0.7 10YR 4/3 brown sandy loam 11 E 20 II 0.7 1.1 10YR 5/4 yellowish brown sandy loam 
D.C. to Richmond Southeast High Speed Rail B-19 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 E 20 III 1.1 1.5 10YR 6/4 light yellowish brown sandy clay 11 E 21 Not Excavated disturbed, grading near 

private access road 

11 E 22 Not Excavated disturbed, grading near 

private access road 

11 E 23 Not Excavated disturbed, grading near 

private access road 

11 E 24 I 0.0 0.2 10YR 2/1 black very loose sandy loam with 60% angular gravel highly disturbed, not pr

consistent with piled u

11 E 25 I 0.0 0.4 10YR 3/2 very dark grayish brown silty sand 11 E 25 II 0.4 0.7 10YR 4/3 sand terminated -- disturbed 11 E 26 I 0.0 0.5 10YR 3/1 very dark gray silty sand 11 E 26 II 0.5 0.8 10YR 5/3 brown sand 11 E 26 III 0.8 1.2 10YR 7/6 yellow sandy clay 11 E 27 I 0.0 0.6 10YR 3/1 very dark gray silty sand 11 E 27 II 0.6 1.1 10YR 5/3 brown sand 11 E 27 III 1.1 1.5 10YR 8/2 very pale brown sandy clay 11 E 28 I 0.0 0.3 10YR 4/1 dark gray silty sand 11 E 28 II 0.3 0.7 10YR 3/2 very dark grayish brown silty sand terminated -- disturbed11 E 29 I 0.0 1.0 10YR 3/1 very dark gray mottled with 10YR 7/6 yellow and 10YR 4/3 brown 11 E 30 I 0.0 0.6 10YR 3/1 very dark gray silty sand 11 E 30 II 0.6 0.9 10YR 7/8 yellow mottled with 10YR 5/3 brown and 10YR 7/1 light gray sand 
D.C. to Richmond Southeast High Speed Rail B-20 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 E 30 III 0.9 1.3 10YR 6/3 pale brown mottled with 10YR 7/8 yellow sandy clay disturbed 11 E 31 I 0.0 1.0 10YR 3/1 very dark gray mottled with 10YR 7/8 yellow and 2.5Y 5/6 light olive brown sand terminated -- disturbed 11 E 32 I 0.0 1.0 10YR 3/1 very dark gray mottled with 10YR 7/8 yellow and 2.5Y 5/6 light olive brown sand terminated -- disturbed 11 F 01 I 0.0 0.4 2.5Y 5/3 light olive brown sandy loam 11 F 01 II 0.4 0.8 10YR 3/2 very dark brown sandy loam root impasse at 0.8 11 F 02 I 0.0 0.3 10YR 3/3 dark brown sandy loam 11 F 02 II 0.3 0.9 10YR 5/4 yellowish brown sandy loam 11 F 02 III 0.9 1.7 7.5YR 5/6 strong brown sandy clay 11 F 03 I 0.0 0.6 2.5Y 4/2 dark grayish brown sandy loam 11 F 03 II 0.6 1.2 2.5Y 7/4 pale yellow sandy clay 11 F 03 III 1.2 1.4 10YR 7/8 yellow sandy clay 11 F 04 I 0.0 0.3 10YR 3/3 dark brown sandy loam 11 F 04 II 0.3 1.0 10YR 5/4 yellowish brown sandy loam 11 F 04 III 1.0 1.4 7.5YR 5/6 strong brown sandy clay 11 F 05 II 0.5 0.7 2.5Y 7/4 pale yellow silty clay 11 F 05 III 0.7 1.1 10YR 7/8 yellow silty clay 11 F 06 I 0.0 0.6 10YR 3/3 dark brown sandy loam 11 F 06 II 0.6 1.3 10YR 5/4 yellowish brown sandy loam 11 F 06 III 1.3 1.7 7.5YR 5/6 strong brown sandy clay 
D.C. to Richmond Southeast High Speed Rail B-21 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 F 07 I 0.0 0.5 2.5Y 4/2 dark grayish brown silty loam with 2% angular cobbles 11 F 07 II 0.5 1.2 2.5Y 6/4 light yellowish brown silty clay 11 F 07 III 1.2 1.6 10YR 7/6 yellow sandy clay with 5% rounded gravels 11 F 08 I 0.0 0.8 10YR 3/2 very dark grayish brown sand 11 F 08 II 0.8 1.2 10YR 4/4 dark yellowish brown sand 11 F 08 III 1.2 1.6 10YR 6/3 pale brown sandy clay 11 F 09 I 0.0 0.7 2.5Y 4/2 dark grayish brown silty loam 11 F 09 II 0.7 1.4 2.5Y 5/4 light olive brown silty clay 11 F 09 III 1.4 1.8 2.5Y 6/2 light brownish gray silty clay 11 F 10 I 0.0 0.6 10YR 3/2 very dark grayish brown sand 11 F 10 II 0.6 0.9 10YR 4/4 dark yellowish brown sand 11 F 10 III 0.9 1.3 10YR 6/3 pale brown sandy clay 11 F 11 I 0.0 0.5 2.5Y 4/2 dark grayish brown silty loam 11 F 11 II 0.5 1.1 2.5Y 5/4 light olive brown silty clay 11 F 11 III 1.1 1.5 10YR 7/6 yellow silty clay 11 F 12 I 0.0 0.5 10YR 3/2 very dark grayish brown sand 11 F 12 II 0.5 1.0 10YR 4/4 dark yellowish brown sand 11 F 12 III 1.0 1.4 10YR 6/3 pale brown sandy clay 11 F 13 I 0.0 0.7 2.5Y 4/2 dark grayish brown silty loam 11 F 13 II 0.7 1.4 2.5Y 5/4 light olive brown silty clay 11 F 14 I 0.0 0.5 10YR 3/2 very dark grayish brown sand 
D.C. to Richmond Southeast High Speed Rail B-22 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 F 14 II 0.5 1.1 10YR 4/4 dark yellowish brown sand 11 F 14 III 1.1 1.5 10YR 6/3 pale brown sandy clay 11 F 15 I 0.0 0.7 10YR 3/2 very dark grayish brown sand 11 F 15 II 0.7 1.2 10YR 4/4 dark yellowish brown sand 11 F 15 III 1.2 1.6 10YR 6/3 pale brown sandy clay 11 F 16 I 0.0 0.6 10YR 3/2 very dark grayish brown mottled with 10YR 5/3 brown sand 11 F 16 II 0.6 1.0 10YR 6/4 light yellowish brown sandy clay 11 F 17 I 0.0 0.5 2.5Y 4/2 dark grayish brown silty loam 11 F 17 I 0.0 0.5 10YR 5/4 yellowish brown sandy loam 11 F 17 II 0.5 1.0 10YR 6/4 light yellowish brown sandy clay 11 F 18 I 0.0 0.6 2.5Y 3/3 dark olive brown sandy loam 11 F 18 II 0.6 1.0 2.5Y 5/3 light olive brown sandy clay 11 F 19 I 0.0 0.5 2.5Y 3/3 dark olive brown sandy loam 11 F 19 II 0.5 1.1 2.5Y 5/3 light olive brown sandy clay 11 F 20 I 0.0 0.4 2.5Y 3/3 dark olive brown sandy loam 11 F 20 II 0.4 1.0 2.5Y 5/3 light olive brown sandy clay 11 F 21 I 0.0 0.8 2.5Y 3/3 dark olive brown sandy loam 11 F 21 II 0.8 1.2 2.5Y 5/3 light olive brown sandy clay 11 I 01 I 0.0 0.5 10YR 2/1 black sand 11 I 01 II 0.5 1.1 10YR 6/4 light yellowish brown sandy clay 
D.C. to Richmond Southeast High Speed Rail B-23 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 I 01 III 1.1 1.5 7.5YR 5/6 strong brown mottled with 10YR 6/1 gray clay 11 I 02 I 0.0 0.6 10YR 2/1 black sand 11 I 02 II 0.6 1.1 10YR 6/4 light yellowish brown sandy clay 11 I 02 III 1.1 1.6 7.5YR 5/6 strong brown mottled with 10YR 6/1 gray clay 11 I 03 I 0.0 0.4 10YR 4/3 brown silty sand 11 I 03 II 0.4 0.8 10YR 6/4 light yellowish brown sandy clay 11 I 03 III 0.8 1.2 7.5YR 5/6 strong brown mottled with 10YR 6/1 gray clay 11 I 04 I 0.0 0.3 10YR 3/2 very dark grayish brown silty sand 11 I 04 II 0.3 0.6 10YR 6/3 pale brown sandy clay 11 I 04 III 0.6 1.0 10YR 7/1 light gray clay 11 I 05 I 0.0 0.5 10YR 3/2 very dark grayish brown silty sand 11 I 05 II 0.5 0.8 10YR 6/3 pale brown sandy clay 11 I 05 III 0.8 1.2 10YR 7/1 light gray clay 11 I 06 I 0.0 0.6 10YR 2/1 black silty sand 11 I 06 II 0.6 0.9 10YR 6/3 pale brown sandy clay 11 I 06 III 0.9 1.3 10YR 5/8 yellowish brown clay 11 I 07 I 0.0 0.4 10YR 2/1 black sandy silt 11 I 07 II 0.4 0.8 10YR 6/3 pale brown sandy clay 11 I 07 III 0.8 1.2 10YR 5/8 yellowish brown clay 11 I 08 I 0.0 0.4 10YR 2/1 black sandy silt 
D.C. to Richmond Southeast High Speed Rail B-24 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 I 08 II 0.4 0.9 10YR 6/3 pale brown sandy clay 11 I 08 III 0.9 1.3 10YR 5/8 yellowish brown clay 11 I 09 I 0.0 0.5 10YR 2/1 black sandy silt 11 I 09 II 0.5 0.9 10YR 6/3 pale brown sandy clay 11 I 09 III 0.9 1.3 10YR 5/8 yellowish brown clay 11 I 10 I 0.0 0.3 10YR 2/2 very dark brown silty loam 11 I 10 II 0.3 0.9 2.5Y 6/6 olive yellow silty clay 11 I 10 III 0.9 1.3 2.5Y 6/3 light brownish gray mottled with 2.5Y 7/6 yellow silty clay 11 I 11 I 0.0 0.4 10YR 4/2 dark grayish brown sandy silt 11 I 11 II 0.4 0.9 2.5Y 5/4 light olive brown sandy clay 11 I 12 I 0.0 0.2 10YR 3/3 dark brown silty loam gleyish 11 I 12 II 0.2 0.9 2.5Y 4/3 olive brown silty clay gleyish 11 I 12 III 0.9 1.4 2.5Y 6/3 light brownish gray silty clay gleyish 11 I 13 I 0.0 0.5 10YR 4/2 dark grayish brown sandy silt 11 I 13 II 0.5 0.8 2.5Y 5/4 light olive brown sandy clay 11 I 13 III 0.8 1.2 10YR 5/2 grayish brown clay 11 I 14 I 0.0 0.3 10YR 3/3 dark brown silty loam gleyish 11 I 14 II 0.3 0.7 2.5Y 4/3 olive brown silty clay gleyish 11 I 14 III 0.7 1.1 2.5Y 6/3 light brownish gray silty clay gleyish 11 I 15 I 0.0 0.6 10YR 4/2 dark grayish brown silty sand 11 I 15 II 0.6 1.1 2.5Y 5/4 light olive brown sandy clay 
D.C. to Richmond Southeast High Speed Rail B-25 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 I 16 I 0.0 0.6 10YR 2/1 black sand 11 I 16 II 0.6 0.8 5Y 6/2 light olive gray sandy clay 11 I 16 III 0.8 1.2 2.5Y 4/3 olive brown mottled with 2.5Y 6/3 light yellow brown silty clay 11 I 17 I 0.0 0.4 10YR 4/2 dark grayish brown silty sand 11 I 17 II 0.4 0.7 7.5YR 7/8 reddish yellow mottled with 10YR 7/1 light gray clay terminated -- disturbed 11 I 18 I 0.0 0.3 10YR 3/2 very dark grayish brown sandy silty loam with 70% rounded gravels 11 I 18 II 0.3 0.8 10YR 6/6 brownish yellow sandy clay with 80% rounded gravels 11 I 18 III 0.8 1.2 10YR 7/3 very pale yellow mottled with 2.5Y 6/1 gray sandy clay with 80% rounded gravels 11 I 19 I 0.0 0.3 10YR 5/3 brown silty sand terminated -- disturbed11 I 20 I 0.0 0.2 10YR 5/3 brown silty sand terminated -- disturbed 11 I 21 I 0.0 0.5 7.5YR 2.5/2 very dark brown sandy loam with 60% rounded gravels 11 I 21 II 0.5 0.8 2.5Y 2.5/1 black sandy loam 11 I 21 III 0.8 1.1 2.5Y 3/3 dark olive brown sandy clay 11 I 21 IV 1.1 1.5 10YR 5/2 grayish brown sandy clay 11 I 22 I 0.0 0.7 10YR 4/2 dark grayish brown silty sand 11 I 22 II 0.7 1.0 2.5Y 7/2 light gray sand 11 I 22 III 1.0 1.4 2.5Y 7/4 pale yellow sandy clay 
D.C. to Richmond Southeast High Speed Rail B-26 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 I 23 I 0.0 0.5 10YR 3/2 very dark grayish brown sandy silty loam with 30% rounded gravels 11 I 23 II 0.5 0.7 2.5Y 2.5/1 black sandy silty loam 11 I 23 III 0.7 1.1 10YR 6/3 pale brown sandy clay 11 I 24 I 0.0 0.6 10YR 4/2 dark grayish brown silty sand 11 I 24 II 0.6 1.1 2.5Y 5/2 grayish brown silty sand 11 I 24 III 1.1 1.6 2.5Y 5/4 light olive brown sandy clay 11 I 25 I 0.0 0.6 10YR 3/1 very dark gray sandy loam with 10% rounded gravels 11 I 25 II 0.6 0.9 10YR 3/3 dark brown sandy clay 11 I 25 III 0.9 1.3 10YR 5/4 yellowish brown sandy clay 11 I 26 I 0.0 0.4 10YR 4/2 dark grayish brown silty sand 11 I 26 II 0.4 0.8 7.5YR 7/8 reddish yellow mottled with gray clay 11 I 27 I 0.0 0.3 10YR 3/2 very dark grayish brown silty sandy loam 11 I 27 II 0.3 0.6 10YR 6/3 pale brown silty clay 11 I 27 III 0.6 1.5 10YR 7/6 yellow mottled with 2.5Y 7/1 light gray silty clay gleyish 11 I 28 I 0.0 0.4 10YR 4/2 dark grayish brown silty sand 11 I 28 II 0.4 1.0 10YR 6/6 brownish yellow sand 11 I 28 III 1.0 1.4 10YR 7/8 reddish yellow sandy clay 11 I 29 I 0.0 0.5 10YR 4/3 brown silty sand 11 I 29 II 0.5 1.3 10YR 6/6 brownish yellow silty sandy clay 11 I 30 I 0.0 0.4 10YR 4/2 dark grayish brown silty sand 
D.C. to Richmond Southeast High Speed Rail B-27 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 I 30 II 0.4 0.8 10YR 6/6 brownish yellow sand 11 I 30 III 0.8 1.2 10YR 7/8 reddish yellow sandy clay 11 I 31 I 0.0 0.5 10YR 2/2 very dark brown silty loam 11 I 31 II 0.5 0.8 10YR 4/4 dark yellowish brown sandy clay with 5% small rounded gravels 11 I 31 III 0.8 1.2 10YR 7/6 yellow sandy clay 11 I 32 I 0.0 0.5 10YR 4/2 dark grayish brown silty sand 11 I 32 II 0.5 1.0 10YR 6/6 brownish yellow sand 11 I 32 III 1.0 1.5 2.5Y 7/2 light gray clay sand 11 I 33 I 0.0 0.6 10YR 2/2 very dark brown sandy loam with 2% rounded gravels 11 I 33 II 0.6 1.2 10YR 6/4 light yellowish brown sandy silty clay 11 I 34 I 0.0 0.4 10YR 2/1 black silty sand 11 I 34 II 0.4 0.9 10YR 6/6 brownish yellow sand 11 I 34 III 0.9 1.4 2.5Y 7/2 light gray clay sand 11 I 35 I 0.0 0.6 10YR 3/2 very dark grayish brown silty loam 11 I 35 II 0.6 1.2 10YR 7/6 yellow sandy clay with 5% rounded gravels 11 I 36 North I 0.0 1.1 10YR 2/1 black silty sand Site 44CE0836 11 I 36 North II 1.1 1.9 10YR 6/6 brownish yellow sand Site 44CE0836 11 I 36 North III 1.9 2.4 5Y 8/4 pale yellow sand clay Site 44CE0836. moder11 I 36 South I 0.0 0.4 10YR 3/2 very dark grayish brown sandy loam Site 44CE0836 11 I 36 South II 0.4 0.9 10YR 2/1 black sandy loam with 20% rounded gravels Site 44CE0836 
D.C. to Richmond Southeast High Speed Rail B-28 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 I 36 South III 0.9 1.3 2.5Y 6/6 olive yellow sandy clay Site 44CE0836 11 I 36 I 0.0 0.7 10YR 2/1 black silty sand Site 44CE0836 11 I 36 II 0.7 2.2 10YR 6/6 brownish yellow sand Site 44CE0836 11 I 36 III 2.2 2.7 5Y 8/4 pale yellow sand clay Site 44CE0836 11 I 37 I 0.0 0.7 2.5Y 2.5/1 black silty loam with 3% rounded gravels 11 I 37 II 0.7 0.9 2.5Y 6/4 light yellowish brown silty loam 11 I 37 III 0.9 1.3 2.5Y 6/6 olive yellow silty sandy clay 11 I 38 I 0.0 0.3 10YR 3/2 very dark grayish brown silty sand 11 I 38 II 0.3 1.0 2.5Y 6/6 olive yellow sandy loam 11 I 39 I 0.0 0.4 10YR 4/2 dark grayish brown silty sand terminated -- disturbed 11 I 40 I 0.0 0.7 2.5Y 2.5/1 black sandy loam with 20% rounded gravels 11 I 40 II 0.7 1.0 2.5Y 4/1 dark gray sandy loam with 50% rounded gravels 11 I 40 III 1.0 1.4 2.5Y 6/6 olive yellow sandy clay 11 I 41 I 0.0 1.2 10YR 2/1 black silty loam 11 I 41 II 1.2 1.6 2.5Y 8/4 pale yellow sand 11 I 42 I 0.0 0.7 2.5Y 2.5/1 black sandy loam with 20% rounded gravels 11 I 42 II 0.7 1.0 2.5Y 4/1 dark gray sandy loam with 50% rounded gravels 11 I 42 III 1.0 1.4 2.5Y 6/6 olive yellow sandy clay 11 I 43 I 0.0 0.2 10YR 2/1 black silty loam terminated -- disturbed 11 I 44 I 0.0 0.7 2.5Y 2.5/1 black sandy loam with 20% rounded gravels 
D.C. to Richmond Southeast High Speed Rail B-29 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 I 44 II 0.7 1.0 2.5Y 4/1 dark gray sandy loam with 50% rounded gravels 11 I 44 III 1.0 1.4 2.5Y 6/6 olive yellow sandy clay 11 I 45 I 0.0 1.3 10YR 2/1 black silty loam terminated -- massive r11 I 46 Not Excavated ditch 11 I 47 I 0.0 0.5 2.5Y 2.5/1 black sandy loam 11 I 47 II 0.5 0.9 2.5Y 4/1 dark gray sandy loam with 2% rounded gravels 11 I 47 III 0.9 1.3 2.5Y 6/6 olive yellow sandy clay 11 I 48 I 0.0 1.2 10YR 2/1 black silty loam 11 I 48 II 1.2 1.6 10YR 7/8 yellow clay 11 I 49 I 0.0 0.6 2.5Y 2.5/1 black sandy loam 11 I 49 II 0.6 1.0 2.5Y 4/1 dark gray sandy loam with 2% rounded gravels 11 I 49 III 1.0 1.4 2.5Y 6/6 olive yellow sandy clay 11 I 50 I 0.0 0.8 10YR 5/2 grayish brown silty loam 11 I 50 II 0.8 1.2 10YR 2/1 black silty loam 11 I 50 III 1.2 1.6 10YR 7/8 yellow clay 11 I 51 I 0.0 0.5 2.5Y 2.5/1 black sandy loam terminated -- root imp11 I 52 Not Excavated gravel becomes too wi11 I 53 I 0.0 0.4 10YR 2/2 very dark brown sandy loam 11 I 53 II 0.4 0.9 2.5Y 3/1 very dark gray sandy loam 11 I 53 III 0.9 1.3 10YR 6/8 brownish yellow sandy clay 
D.C. to Richmond Southeast High Speed Rail B-30 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 I 54 I 0.0 0.5 10YR 5/2 grayish brown sandy loam 11 I 54 I 0.0 0.9 10YR 2/1 black silty loam 11 I 54 II 0.5 1.3 10YR 6/4 light yellowish brown sand 11 I 55 II 0.9 1.4 10YR 7/8 yellow clay 11 I 55 III 1.3 2.0 7.5YR 5/6 strong brown sandy clay 11 I 56 I 0.0 0.4 10YR 5/2 grayish brown sandy loam 11 I 56 II 0.4 0.7 10YR 6/4 light yellowish brown sand 11 I 56 III 0.7 1.2 7.5YR 5/6 strong brown sandy clay 11 I 57 I 0.0 0.5 10YR 5/2 grayish brown sandy loam 11 I 57 II 0.5 2.0 10YR 6/4 light yellowish brown sand 11 I 57 III 2.0 2.5 7.5YR 5/6 strong brown sandy clay 11 J 01 I 0.0 0.8 2.5Y 3/2 very dark grayish brown sandy loam 11 J 01 II 0.8 1.0 2.5Y 2.5/1 black sandy loam 11 J 01 III 1.0 1.4 10YR 6/1 gray sandy clay 11 J 02 I 0.0 0.9 2.5Y 3/2 very dark grayish brown sandy loam 11 J 02 II 0.9 1.3 10YR 6/1 gray sandy clay 11 J 03 I 0.0 0.8 2.5Y 3/2 very dark grayish brown sandy loam 11 J 03 II 0.8 1.1 2.5Y 4/3 olive brown sandy loam 11 J 03 III 1.1 1.5 2.5Y 6/2 light brownish gray sandy clay 11 J 04 I 0.0 0.8 2.5Y 3/2 very dark grayish brown sandy loam 11 J 04 II 0.8 1.3 2.5Y 6/3 light yellowish brown sandy clay 
D.C. to Richmond Southeast High Speed Rail B-31 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 J 05 I 0.0 0.8 2.5Y 3/2 very dark grayish brown sandy loam 11 J 05 II 0.8 1.3 2.5Y 6/3 light yellowish brown sandy clay 11 J 06 I 0.0 1.1 2.5Y 3/2 very dark grayish brown sandy loam 11 J 06 I 0.0 0.5 10YR 4/2 dark grayish brown sandy loam 11 J 06 II 1.1 1.5 2.5Y 6/3 light yellowish brown sandy clay 11 J 07 I 0.0 1.1 2.5Y 3/2 very dark grayish brown sandy loam 11 J 07 II 1.1 1.5 2.5Y 6/3 light yellowish brown silty clay 11 J 08 I 0.0 1.0 2.5Y 3/2 very dark grayish brown sandy loam 11 J 08 II 1.0 1.4 10YR 5/4 light olive brown silty clay 11 J 09 I 0.0 1.0 2.5Y 3/2 very dark grayish brown sandy loam 11 J 09 II 1.0 1.4 10YR 5/4 light olive brown silty clay 11 J 10 I 0.0 1.0 2.5Y 3/2 very dark grayish brown sandy loam 11 J 10 II 1.0 1.4 10YR 5/4 light olive brown silty clay 11 J 11 I 0.0 1.0 2.5Y 3/2 very dark grayish brown sandy loam 11 J 11 II 1.0 1.4 10YR 5/4 light olive brown silty clay 11 J 12 I 0.0 1.0 2.5Y 3/2 very dark grayish brown sandy loam 11 J 12 II 1.0 1.4 10YR 5/4 light olive brown silty clay 11 J 13 I 0.0 1.1 2.5Y 3/2 very dark grayish brown sandy loam 11 J 13 II 1.1 1.5 10YR 5/4 light olive brown silty clay 11 J 14 I 0.0 1.0 2.5Y 3/2 very dark grayish brown sandy loam 11 J 14 II 1.0 1.4 10YR 5/4 light olive brown silty clay 
D.C. to Richmond Southeast High Speed Rail B-32 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 J 15 I 0.0 1.0 2.5Y 3/2 very dark grayish brown sandy loam 11 J 15 II 1.0 1.4 10YR 5/4 light olive brown silty clay 11 J 16 I 0.0 1.2 2.5Y 3/2 very dark grayish brown sandy loam 11 J 16 II 1.2 1.6 10YR 5/4 light olive brown sandy clay 11 J 17 I 0.0 1.3 2.5Y 3/2 very dark grayish brown sandy loam 11 J 17 II 1.3 1.7 10YR 5/4 light olive brown sandy clay 11 J 18 I 0.0 1.1 2.5Y 3/2 very dark grayish brown sandy loam 11 J 18 II 1.1 1.5 10YR 5/4 light olive brown sandy clay 11 J 19 I 0.0 1.1 2.5Y 3/2 very dark grayish brown sandy loam 11 J 19 II 1.1 1.5 10YR 5/4 light olive brown sandy clay 11 J 20 I 0.0 1.0 2.5Y 3/2 very dark grayish brown sandy loam 11 J 20 II 1.0 1.4 10YR 5/4 light olive brown sandy clay 11 J 21 I 0.0 1.0 2.5Y 3/2 very dark grayish brown sandy loam 11 J 21 II 1.0 1.4 10YR 5/4 light olive brown sandy clay 11 J 22 I 0.0 0.9 2.5Y 3/3 dark olive brown sandy loam 11 J 22 II 0.9 1.3 10YR 5/4 light olive brown sandy clay 11 J 23 I 0.0 1.1 2.5Y 3/3 dark olive brown sandy loam 11 J 23 II 1.1 1.5 10YR 5/4 light olive brown sandy clay 11 J 24 I 0.0 1.0 2.5Y 3/3 dark olive brown sandy loam 11 J 24 II 1.0 1.4 10YR 5/4 light olive brown sandy clay 11 J 25 I 0.0 0.9 2.5Y 3/3 dark olive brown sandy loam 
D.C. to Richmond Southeast High Speed Rail B-33 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 J 25 II 0.9 1.3 10YR 5/4 light olive brown sandy clay 11 J 26 I 0.0 0.9 2.5Y 3/3 dark olive brown sandy loam 11 J 26 II 0.9 1.3 10YR 5/4 light olive brown sandy clay 11 J 27 I 0.0 0.9 2.5Y 3/3 dark olive brown sandy loam 11 J 27 II 0.9 1.3 10YR 5/4 light olive brown sandy clay 11 J 28 I 0.0 0.9 2.5Y 3/3 dark olive brown sandy loam 11 J 28 II 0.9 1.3 10YR 5/4 light olive brown sandy clay 11 J 29 I 0.0 1.0 2.5Y 3/3 dark olive brown sandy loam 11 J 29 II 1.0 1.4 10YR 5/4 light olive brown sandy clay 11 J 30 I 0.0 1.0 2.5Y 3/3 dark olive brown sandy loam 11 J 30 II 1.0 1.4 10YR 5/4 light olive brown sandy clay 11 J 31 I 0.0 0.9 2.5Y 3/3 dark olive brown sandy loam 11 J 31 II 0.9 1.3 10YR 5/4 light olive brown sandy clay 11 J 32 I 0.0 0.5 10YR 2/1 black mottled with 10YR 6/8 brownish yellow silty loam disturbed 11 J 33 I 0.0 0.3 10YR 4/3 brown silty loam 11 J 33 II 0.3 0.9 10YR 5/3 brown silty loam 11 J 33 III 0.9 1.3 10YR 6/3 pale brown silty clay 11 J 34 I 0.0 1.0 10YR 2/1 black mottled with 10YR 6/8 brownish yellow sandy loam 11 J 35 I 0.0 0.2 10YR 3/1 very dark gray sandy loam 11 J 35 II 0.2 0.4 10YR 2/1 black sandy loam 
D.C. to Richmond Southeast High Speed Rail B-34 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 J 35 III 0.4 0.6 10YR 4/3 brown silty loam 11 J 35 IV 0.6 1.0 10YR 6/4 light yellowish brown sandy clay 11 J 36 I 0.0 0.2 10YR 3/1 very dark gray sandy loam 11 J 36 II 0.2 0.4 10YR 2/1 black sandy loam 11 J 36 III 0.4 0.7 10YR 4/3 brown silty loam 11 J 36 IV 0.7 1.0 10YR 6/4 light yellowish brown sandy clay 11 L 01 I 0.0 0.1 10YR 4/3 brown silty loam impasse at solid asphalt 11 L 02 I 0.0 0.1 10YR 4/3 brown silty loam impasse at solid asphalt 11 L 03 I 0.0 0.1 10YR 4/3 brown silty loam impasse at solid asphalt 11 L 04 I 0.0 0.4 10YR 2/1 black sandy loam 11 L 04 II 0.4 1.0 10YR 7/2 light gray mottled with 10YR 6/1 gray and 10YR 6/8 brownish yellow clay sand 11 L 05 I 0.0 0.5 10YR 2/1 black sandy loam with high percentage of gravel appears disturbed/rede11 L 05 II 0.5 0.9 10YR 7/2 light gray mottled with 10YR 6/1 gray and 10YR 6/8 brownish yellow clay sand 11 L 06 I 0.0 0.5 10YR 2/1 black sandy loam with high percentage of gravel appears disturbed/rede11 L 06 II 0.5 0.9 10YR 7/2 light gray mottled with 10YR 6/1 gray and 10YR 6/8 brownish yellow clay sand 11 M 01 I 0.0 0.6 10YR 2/1 black sandy loam 11 M 01 II 0.6 1.0 10YR 6/4 light yellowish brown sandy clay 11 M 02 I 0.0 0.2 10YR 2/1 black with 60% + gravel indicative of RR grade fill 
D.C. to Richmond Southeast High Speed Rail B-35 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 M 03 I 0.0 1.2 10YR 2/1 black with 60% + gravel indicative of RR grade fill 11 M 04 I 0.0 0.8 10YR 2/1 black with 60% + gravel indicative of RR grade fill 11 M 05 I 0.0 0.8 10YR 3/1 very dark gray sandy loam 11 M 05 II 0.8 1.2 10YR 7/6 yellow mottled with 10YR 8/3 very pale brown sandy clay contained old terra cot11 M 06 I 0.0 0.3 10YR 3/2 very dark grayish brown sandy loam 11 M 06 II 0.3 0.5 10YR 5/3 brown sandy loam 11 M 06 III 0.5 1.0 10YR 6/2 light grayish brown sandy loam 11 M 06 IV 1.0 1.4 10YR 6/4 light yellowish brown sandy clay 11 M 07 I 0.0 0.3 10YR 3/2 very dark grayish brown sandy loam 11 M 07 II 0.3 0.7 10YR 2/1 black sandy loam 11 M 07 III 0.7 0.9 10YR 6/3 pale brown sandy loam 11 M 07 IV 0.9 1.0 10YR 2/1 black sandy loam 11 M 07 V 1.0 1.6 10YR 6/4 light yellowish brown sand clay loam 11 M 08 I 0.0 0.8 10YR 3/1 very dark gray sandy loam 11 M 08 II 0.8 1.2 7.5YR 5/1 gray mottled with 10YR 6/3 pale brown with RR gravels, debris, concrete, and brick chunks disturbed 11 M 09 I 0.0 1.0 10YR 3/1 very dark gray sandy loam disturbed 11 M 10 I 0.0 0.4 10YR 4/3 brown sandy loam 11 M 10 II 0.4 0.6 10YR 5/1 gray clay terminated -- disturbed11 M 11 I 0.0 0.7 10YR 2/1 black sandy loam disturbed 
D.C. to Richmond Southeast High Speed Rail B-36 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 M 12 I 0.0 0.1 10YR 2/1 black sandy loam 11 M 12 II 0.1 0.4 10YR 5/1 gray sandy loam water filling in at 0.4 11 M 13 I 0.0 0.9 10YR 2/1 black sandy loam with 60% RR gravel 11 M 13 II 0.9 1.3 10YR 6/1 gray sandy clay with 5% 10YR 4/6 dark yellowish brown oxidization railroad disturbance on 11 M 14 Not Excavated road 11 M 15 I 0.0 0.9 10YR 2/1 black sandy loam with 5% rounded gravels 11 M 15 II 0.9 1.3 2.5Y 7/2 light gray mottled with 2.5Y 8/3 pale yellow sandy clay 11 M 16 I 0.0 0.4 10YR 2/1 black sandy loam with 60% RR gravel 11 M 16 II 0.4 0.9 10YR 5/1 gray sandy clay disturbed, hydric 11 M 17 I 0.0 0.7 10YR 2/1 black sandy loam with 60% rocks and gravel 11 M 17 II 0.7 1.1 

10YR 5/3 brown mottled with 10YR 5/8 yellowish brown and 10YR 6/1 gray sandy clay with 5% rocks and gravel 

11 M 18 I 0.0 0.6 10YR 2/1 black sandy loam with 65% RR gravel 11 M 18 II 0.6 1.0 10YR 5/1 gray sandy clay disturbed, hydric 11 M 19 I 0.0 1.1 10YR 2/1 black sandy loam with 2% rounded cobbles 11 M 19 II 1.1 1.5 2.5Y 4/1 dark gray sandy loam 11 M 19 III 1.5 1.9 2.5Y 6/2 light brownish gray sandy clay 11 M 20 I 0.0 1.5 10YR 2/1 black sandy loam with 60% rocks and gravel 11 M 20 II 1.5 1.9 

10YR 5/3 brown mottled with 10YR 5/8 yellowish brown and 10YR 6/1 gray sandy clay with 5% rocks and gravel 

hydric at 1 foot, water 
D.C. to Richmond Southeast High Speed Rail B-37 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 M 21 I 0.0 1.1 10YR 2/1 black sandy loam with 65% RR gravel 11 M 21 II 1.1 1.6 10YR 5/1 gray sandy clay disturbed, hydric 11 M 22 I 0.0 1.0 10YR 2/1 black sand with 50% rocks and gravel terminated -- hydric so11 M 23 I 0.0 0.9 10YR 2/1 black sandy loam with 65% RR gravel 11 M 23 II 0.9 1.3 10YR 4/1 dark gray sandy clay disturbed, hydric 11 M 24 I 0.0 1.0 10YR 2/1 black sandy loam with 50% gravels and 10% rounded cobbles highly disturbed 11 M 25 I 0.0 0.5 10YR 2/1 black sandy loam with 65% RR gravel 11 M 25 II 0.5 0.9 10YR 4/1 dark gray sandy clay disturbed, hydric 11 M 26 I 0.0 0.4 10YR 2/1 black sandy loam with 90% angular rounded gravels highly disturbed 11 M 27 Not Excavated push pile 11 O 01 I 0.0 0.4 10YR 3/4 dark yellowish brown silty sand 11 O 01 II 0.4 1.9 10YR 6/6 brownish yellow sand 11 O 01 III 1.9 3.2 10YR 6/8 brownish yellow sand terminated -- depth 11 O 02 I 0.0 0.4 2.5Y 3/3 dark olive brown sandy loam 11 O 02 II 0.4 0.5 10YR 3/1 very dark gray sandy loam 11 O 02 III 0.5 1.2 10YR 5/4 yellowish brown sandy loam 11 O 02 IV 1.2 1.6 10YR 7/4 very pale brown sandy clay 11 O 03 I 0.0 0.2 10YR 4/3 brown sandy loam 11 O 03 II 0.2 2.0 10YR 5/4 yellowish brown sandy loam 11 O 03 III 2.0 2.4 7.5YR 6/6 reddish yellow sandy clay 
D.C. to Richmond Southeast High Speed Rail B-38 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 O 04 I 0.0 0.4 10YR 3/4 dark yellowish brown silty sand 11 O 04 II 0.4 2.0 10YR 6/6 brownish yellow sand 11 O 04 III 2.0 3.0 10YR 5/8 yellowish brown sand terminated -- depth 11 O 05 I 0.0 0.2 2.5Y 4/1 dark gray sandy loam 11 O 05 II 0.2 0.5 10YR 5/4 yellowish brown sandy loam 11 O 05 III 0.5 2.7 10YR 7/6 yellow sand 11 O 05 IV 2.7 3.1 10YR 6/6 brownish yellow loamy sand slightly micaceous 11 O 06 I 0.0 0.4 10YR 3/4 dark yellowish brown silty sand 11 O 06 II 0.4 0.8 10YR 4/4 dark yellowish brown sand 11 O 06 III 0.8 1.4 10YR 6/6 brownish yellow sand 11 O 06 IV 1.4 1.8 10YR 5/8 yellowish brown sandy clay 11 O 07 I 0.0 0.3 2.5Y 4/2 dark grayish brown sandy loam 11 O 07 II 0.3 0.4 2.5Y 3/1 very dark gray sandy loam 11 O 07 III 0.4 0.7 10YR 5/3 brown sandy loam 11 O 07 IV 0.7 1.6 10YR 6/4 light yellowish brown sand 11 O 07 V 1.6 2.0 10YR 7/4 very pale brown sandy clay 11 O 08 I 0.0 0.2 10YR 4/2 dark grayish brown silty loam terminated -- due to p

disturbance 

11 O 09 I 0.0 0.8 10YR 4/3 brown silty sand 11 O 09 II 0.8 1.2 10YR 6/6 brownish yellow sand 11 O 09 III 1.2 2.1 10YR 5/8 yellowish brown clay sand 11 O 10 I 0.0 0.3 2.5Y 4/3 olive brown sandy loam 
D.C. to Richmond Southeast High Speed Rail B-39 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 O 10 II 0.3 1.0 10YR 4/4 dark yellowish brown sandy loam 11 O 10 III 1.0 1.8 10YR 7/6 yellow sand 11 O 10 IV 1.8 2.2 10YR 7/4 very pale brown sandy clay 11 O 11 Not Excavated artificial berm containin11 O 12 I 0.0 0.6 10YR 4/3 brown silty sand 11 O 12 II 0.6 1.0 10YR 5/3 brown sand 11 O 12 III 1.0 3.0 10YR 6/6 brownish yellow sand terminated -- depth 11 O 13 I 0.0 0.9 2.5Y 4/3 olive brown sandy loam 11 O 13 II 0.9 1.0 10YR 3/1 very dark gray sandy loam 11 O 13 III 1.0 1.3 10YR 4/3 brown sandy loam 11 O 13 IV 1.3 1.7 10YR 6/6 brownish yellow sand 11 O 14 I 0.0 0.7 10YR 4/3 brown silty sand 11 O 14 II 0.7 2.2 10YR 5/6 yellowish brown sand 11 O 14 III 2.2 3.1 10YR 7/6 yellow sand with 50% pebbles terminated -- depth 11 O 15 I 0.0 0.9 10YR 5/4 yellowish brown sandy loam 11 O 15 II 0.9 1.4 10YR 6/4 light yellowish brown sandy loam 11 O 15 III 1.4 1.8 10YR 6/6 brownish yellow sand 11 O 16 I 0.0 0.2 10YR 4/3 brown sandy loam with 60% gravels 11 O 16 II 0.2 0.8 10YR 4/4 dark yellowish brown sandy loam 11 O 16 III 0.8 2.2 10YR 6/4 light yellowish brown sand 11 O 16 IV 2.2 2.6 10YR 5/6 yellowish brown sand with high percentage of rounded pebbles 
D.C. to Richmond Southeast High Speed Rail B-40 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 O 17 I 0.0 0.8 10YR 4/3 brown silty sand 11 O 17 II 0.8 1.2 10YR 2/1 black silty sand 11 O 17 III 1.2 1.7 10YR 4/3 brown silty sand 11 O 17 IV 1.7 3.0 10YR 7/6 yellow sand terminated -- depth 11 O 18 I 0.0 0.2 10YR 3/3 dark brown sandy loam 11 O 18 II 0.2 0.4 10YR 2/1 black sandy loam 11 O 18 III 0.4 1.2 10YR 5/4 yellowish brown sand with high percentage of rounded pebbles STP terminated as larg11 O 19 Not Excavated Buried Verizon appear

Inside corridor is a ditc

11 O 20 Not Excavated buried Verizon line app

Inside corridor is a ditc

11 Q 01 I 0.0 1.6 10YR 2/2 very dark brown with 15% 10YR 6/1 gray sandy loam 11 Q 01 II 1.6 2.0 10YR 6/1 gray with 40% 10YR 2/2 very dark brown sandy loam with 25% gravel 11 Q 02 I 0.0 0.2 10YR 2/1 black loose sandy loam with 30% gravel extremely soft and loo11 Q 03 I 0.0 0.7 10YR 2/1 black loose sandy loam with 30% gravel 11 Q 03 II 0.7 1.1 10YR 7/6 yellow mottled with 7.5YR 6/8 reddish yellow 11 T 01 I 0.0 0.2 10YR 3/2 very dark grayish brown silty loam 11 T 01 II 0.2 0.7 10YR 5/6 yellowish brown clay sand wet 11 T 02 I 0.0 0.4 10YR 3/2 very dark grayish brown silty loam 11 T 02 II 0.4 1.0 10YR 5/6 yellowish brown clay sand wet 
D.C. to Richmond Southeast High Speed Rail B-41 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

11 V 01 I 0.0 0.2 10YR 3/3 dark brown silty clay loam 11 V 01 II 0.2 0.8 10YR 5/6 yellowish brown clay 11 V 02 I 0.0 0.2 10YR 3/3 dark brown sandy clay loam 11 V 02 II 0.2 0.4 10YR 5/3 brown sandy loam 11 V 02 III 0.4 0.8 10YR 6/4 light yellowish brown sandy clay 11 V 03 I 0.0 0.2 10YR 3/3 dark brown sandy loam 11 V 03 II 0.2 1.0 7.5YR 5/6 strong brown sandy clay 11 V 04 North I 0.0 0.8 10YR 3/4 dark yellowish brown sandy loam 11 V 04 North II 0.8 1.2 7.5YR 5/6 strong brown sandy clay 11 V 04 South I 0.0 0.6 10YR 3/3 dark brown sandy loam 11 V 04 South II 0.6 1.0 7.5YR 5/6 strong brown sandy clay 11 V 04 I 0.0 0.8 10YR 3/4 dark yellowish brown sandy loam ISF 11-1 11 V 04 II 0.8 1.2 7.5YR 5/6 strong brown sandy clay ISF 11-1 11 V 05 I 0.0 0.4 10YR 3/3 dark brown sandy loam 11 V 05 II 0.4 1.0 7.5YR 5/6 strong brown sandy clay 11 V 06 I 0.0 0.6 10YR 3/3 dark brown sandy loam 11 V 06 II 0.6 1.0 7.5YR 5/6 strong brown sandy clay 11 V 07 I 0.0 0.3 10YR 3/2 very dark grayish brown silty loam 11 V 07 II 0.3 0.7 10YR 5/6 yellowish brown clay 12 H 01 I 0.0 0.7 10YR 2/1 black sandy loam ISF 12-1.packed gravel 12 H 02 I 0.0 0.5 10YR 2/1 black sandy loam 
D.C. to Richmond Southeast High Speed Rail B-42 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 H 02 II 0.5 0.8 10YR 4/2 dark grayish brown sandy loam 12 H 02 III 0.8 1.0 coal 12 H 02 IV 1.0 1.4 2.5Y 6/4 light yellowish brown mottled with 2.5Y 6/6 olive yellow sandy clay 12 H 03 I 0.0 0.7 

10YR 2/1 black sandy loam mottled with 2.5Y 4/2 dark grayish brown sandy loam and 2.5Y 6/6 olive yellow silty clay with 80% angular gravels and presence of coal at 0.3 

excavation stopped at 

12 H 04 I 0.0 0.5 10YR 2/1 black sandy loam mottled with 2.5Y 6/6 olive yellow silty clay and 90% angular gravels/cobbles 12 H 05 I 0.0 0.5 

10YR 2/1 black sandy loam mottled with 2.5Y 6/6 olive yellow sandy clay with 80% angular gravels and coal throughout 

highly disturbed. Rail ac

12 H 06 I 0.0 0.8 10YR 3/2 very dark grayish brown silty loam 12 H 06 II 0.8 1.2 2.5Y 7/6 yellow silty clay 12 H 07 I 0.0 0.3 10YR 4/1 dark gray silty loam 12 H 07 II 0.3 0.7 2.5Y 5/3 light olive brown silty loam 12 H 07 III 0.7 1.1 2.5Y 7/4 pale yellow silty clay 12 H 08 I 0.0 0.4 10YR 4/1 dark gray silty loam 12 H 08 II 0.4 0.7 2.5Y 5/6 light olive brown silty loam 12 H 08 III 0.7 1.1 2.5Y 6/6 olive yellow silty loam 12 H 09 I 0.0 0.3 10YR 4/1 dark gray silty loam 12 H 09 II 0.3 0.6 2.5Y 5/6 light olive brown silty loam 12 H 09 III 0.6 1.0 2.5Y 6/6 olive yellow silty loam 
D.C. to Richmond Southeast High Speed Rail B-43 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 H 10 I 0.0 0.8 2.5Y 5/2 grayish brown sandy loam 12 H 10 II 0.8 1.2 2.5Y 6/4 light yellowish brown sandy clay 12 H 101 I 0.0 0.7 10YR 2/1 black sandy loam 12 H 101 II 0.7 1.2 2.5Y 5/6 light olive brown sandy loam 12 H 102 I 0.0 0.6 10YR 2/1 black sandy loam 12 H 102 II 0.6 0.8 2.5Y 5/4 light olive brown sandy loam 12 H 102 III 0.8 0.9 10YR 2/1 black sandy loam 12 H 102 IV 0.9 1.1 10YR 5/6 yellowish brown sandy loam 12 H 102 V 1.1 1.3 10YR 2/1 black sandy loam 12 H 102 VI 1.3 2.0 10YR 5/4 yellowish brown sandy loam 12 H 11 I 0.0 0.7 2.5Y 5/2 grayish brown silty loam 12 H 11 II 0.7 1.1 2.5Y 6/6 olive yellow silty clay 12 H 12 I 0.0 0.7 10YR 3/1 very dark gray silty loam 12 H 12 II 0.7 1.1 

2.5Y 5/4 light olive brown mottled with 10YR 6/4 light yellowish brown and 10YR 6/8 brownish yellow silty clay 

12 H 13 I 0.0 0.9 7.5YR 3/1 very dark gray mottled with 7.5YR 4/2 brown silty sand excavation ceased at b12 H 14 I 0.0 0.5 10YR 2/1 black silty loam excavation ceased due 

content, push pile and 

12 H 15 I 0.0 0.5 10YR 2/1 black silty loam 12 H 16 I 0.0 0.5 10YR 2/1 black silty loam compacted gravel 12 H 17 I 0.0 0.6 10YR 2/1 black silty loam with 10% gravels and 5% rounded cobbles highly disturbed, root i
D.C. to Richmond Southeast High Speed Rail B-44 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 H 17 Not Excavated STP located in unpaved 12 H 18 III 1.2 1.6 2.5Y 7/4 pale yellow sandy loam 12 H 19 VII 2.0 2.4 10YR 6/4 light yellowish brown loamy sand 12 I 01 I 0.0 0.3 10YR 2/1 black silty loam with 70% gravel rocks throughout 12 I 01 II 0.3 0.7 10YR 5/6 yellowish brown clay with 70% gravel rocks throughout 12 I 02 I 0.0 0.4 10YR 2/1 black silty loam 12 I 02 II 0.4 1.0 10YR 6/6 brownish yellow sandy clay 12 I 02 III 1.0 1.6 10YR 6/3 pale brown clay 12 I 03 I 0.0 0.3 10YR 2/1 black silty loam 12 I 03 II 0.3 1.1 10YR 5/2 grayish brown sandy clay 12 I 03 III 1.1 1.8 10YR 7/8 yellow sand modern trash discarde12 I 04 North I 0.0 0.4 10YR 2/1 black silty loam 12 I 04 North II 0.4 0.8 10YR 5/2 grayish brown sandy clay Site 44CE0838 12 I 04 North III 0.8 1.3 10YR 6/6 brownish yellow sandy clay Site 44CE0838 12 I 04 North IV 1.3 1.9 10YR 7/6 yellow clay Site 44CE0838 12 I 04 South I 0.0 0.3 10YR 2/1 black mottled with tan and gray silty clay Site 44CE0838 12 I 04 South II 0.3 0.8 10YR 8/6 yellow mottled with gray sandy clay Site 44CE0838. termin12 I 04 I 0.0 0.4 10YR 2/1 black silty loam Site 44CE0838 12 I 04 II 0.4 1.0 10YR 5/2 grayish brown sandy clay Site 44CE0838 12 I 04 III 1.0 1.5 10YR 6/6 brownish yellow sandy clay Site 44CE0838 
D.C. to Richmond Southeast High Speed Rail B-45 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 I 04 IV 1.5 2.1 10YR 7/6 yellow clay Site 44CE0838 12 I 05 I 0.0 0.3 10YR 2/1 black mottled with gray and orange silty sandy clay 12 I 06 I 0.0 0.3 10YR 2/1 black mottled with orange silty sand 12 I 06 II 0.3 1.0 10YR 5/2 grayish brown sandy clay 12 I 06 III 1.0 1.4 10YR 7/6 yellow clay 12 I 07 I 0.0 0.4 10YR 2/1 black silty sand 12 I 07 II 0.4 0.9 10YR 5/2 grayish brown sandy clay 12 I 07 III 0.9 1.1 10YR 6/6 brownish yellow sandy clay 12 I 07 IV 1.1 1.6 10YR 7/6 yellow clay 12 I 08 I 0.0 0.4 10YR 2/1 black mottled with brown and orange terminated -- disturbed 12 I 09 I 0.0 1.0 10YR 2/1 black silty sand 12 I 09 II 1.0 1.2 10YR 5/2 grayish brown sandy clay 12 I 09 III 1.2 1.6 10YR 7/6 yellow sandy clay 12 I 10 I 0.0 0.4 10YR 2/1 black silty sand 12 I 10 II 0.4 0.9 10YR 5/2 grayish brown sandy clay 12 I 10 III 0.9 1.2 7.5YR 5/6 strong brown mottled with gray, white, and dark orange clay 12 I 11 I 0.0 0.3 10YR 2/1 black silty loam 12 I 11 II 0.3 0.7 10YR 5/4 yellowish brown silty clay 12 I 11 III 0.7 1.2 10YR 6/6 brownish yellow clay 12 I 12 I 0.0 0.4 10YR 2/1 black silty loam 
D.C. to Richmond Southeast High Speed Rail B-46 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 I 12 II 0.4 0.8 10YR 7/8 yellow sandy clay 12 I 12 III 0.8 1.2 10YR 6/6 brownish yellow clay 12 I 13 I 0.0 0.3 10YR 4/3 brown silty loam 12 I 13 II 0.3 0.7 10YR 5/6 yellowish brown sandy clay 12 I 13 III 0.7 1.1 10YR 6/6 brownish yellow clay 12 I 14 I 0.0 0.4 10YR 4/1 dark gray silty sand 12 I 14 II 0.4 0.6 10YR 6/6 brownish yellow sandy clay 12 I 14 III 0.6 0.8 10YR 5/2 grayish brown silty sand 12 I 14 IV 0.8 1.3 10YR 6/8 brownish yellow sandy clay 12 I 15 I 0.0 0.5 10YR 3/6 dark yellowish brown silty sand 12 I 15 II 0.5 1.2 10YR 5/2 grayish brown clay sand 12 I 15 III 1.2 1.6 10YR 6/8 brownish yellow sandy clay 12 I 16 I 0.0 0.2 10YR 3/6 dark yellowish brown silty sand 12 I 16 II 0.2 0.6 10YR 6/6 brownish yellow silty sand 12 I 16 III 0.6 0.9 10YR 5/2 grayish brown silty clay 12 I 16 IV 0.9 1.4 10YR 6/8 brownish yellow mottled with gray clay 12 I 17 I 0.0 0.3 10YR 3/6 dark yellowish brown silty sand 12 I 17 II 0.3 0.7 10YR 6/6 brownish yellow silty sand 12 I 17 III 0.7 0.9 10YR 5/2 grayish brown silty clay 12 I 17 IV 0.9 1.4 10YR 6/8 brownish yellow mottled with gray clay 12 I 18 I 0.0 0.6 10YR 3/6 dark yellowish brown silty loam 
D.C. to Richmond Southeast High Speed Rail B-47 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 I 18 II 0.6 1.1 10YR 6/6 brownish yellow sandy clay 12 I 18 III 1.1 1.5 10YR 6/2 light brownish gray mottled with orange clay 12 I 19 I 0.0 0.4 10YR 3/6 dark yellowish brown silty loam 12 I 19 II 0.4 0.6 10YR 5/2 grayish brown silty sand 12 I 19 III 0.6 1.0 10YR 6/6 brownish yellow sandy clay 12 I 19 IV 1.0 1.4 10YR 6/8 brownish yellow clay 12 I 20 I 0.0 0.3 10YR 2/1 black silty loam 12 I 20 II 0.3 0.6 10YR 6/6 brownish yellow silty sand 12 I 20 III 0.6 1.0 10YR 6/8 brownish yellow clay 12 I 21 I 0.0 0.6 10YR 6/8 brownish yellow clay terminated -- disturbed 12 I 22 I 0.0 0.6 10YR 3/6 dark yellowish brown silty loam 12 I 22 II 0.6 1.0 10YR 6/8 brownish yellow mottled with white and gray clay 12 I 23 I 0.0 0.4 10YR 3/6 dark yellowish brown silty loam 12 I 23 II 0.4 0.9 10YR 6/8 brownish yellow mottled with white and gray clay 12 I 24 I 0.0 0.8 2.5Y 4/3 olive brown sandy loam 12 I 24 II 0.8 1.3 2.5Y 6/6 olive yellow sandy loam 12 I 24 III 1.3 1.7 10YR 7/8 yellow silty clay 12 I 25 I 0.0 1.1 7.5YR 5/2 brown mottled with 10YR 4/1 dark gray and 7.5YR 6/8 reddish yellow sand 12 I 25 II 1.1 1.5 7.5YR 6/8 reddish yellow mottled with 10YR 3/1 very dark gray sand disturbed, contains fill 
D.C. to Richmond Southeast High Speed Rail B-48 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 I 26 I 0.0 1.0 2.5Y 4/3 olive brown sandy loam 12 I 26 II 1.0 1.5 2.5Y 6/6 olive yellow sandy loam 12 I 26 III 1.5 1.9 10YR 7/8 yellow silty clay with 20% rounded river gravels 12 J 01 West I 0.0 0.6 2.5Y 3/2 very dark grayish brown sandy loam Site 44CE0837. discard12 J 01 West II 0.6 1.0 2.5Y 5/3 light olive brown sandy loam Site 44CE0837 12 J 01 West III 1.0 1.4 2.5Y 6/6 olive yellow mottled with 10YR 7/8 yellow silty clay Site 44CE0837 12 J 01 I 0.0 0.3 2.5Y 3/2 very dark grayish brown silty loam Site 44CE0837. moder12 J 01 II 0.3 1.0 2.5Y 6/6 olive yellow silty clay Site 44CE0837 12 J 02 I 0.0 1.1 2.5Y 3/2 very dark grayish brown mottled with 2.5Y 4/2 dark grayish brown sandy loam 12 J 02 II 1.1 1.5 2.5Y 6/4 light yellowish brown clay 12 J 03 I 0.0 0.3 2.5Y 3/2 very dark grayish brown sandy loam 12 J 03 II 0.3 0.7 2.5Y 5/3 light olive brown sandy loam discarded brick fragme12 J 03 III 0.7 1.1 2.5Y 6/6 olive yellow mottled with 10YR 7/8 yellow silty clay 12 J 04 I 0.0 0.5 2.5Y 3/2 very dark grayish brown silty loam with 20% angular gravels 12 J 04 II 0.5 0.9 black coal modern glass discarded 12 J 04 III 0.9 1.3 2.5Y 6/6 olive yellow mottled with 10YR 7/8 yellow silty clay 12 J 05 East I 0.0 0.3 10YR 2/1 black silty loam Site 44CE0837 12 J 05 East II 0.3 0.5 coal sandy loam Site 44CE0837 
D.C. to Richmond Southeast High Speed Rail B-49 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 J 05 East III 0.5 1.0 2.5Y 7/3 pale yellow mottled with 2.5Y 7/6 yellow silty clay Site 44CE0837 12 J 05 I 0.0 0.5 2.5Y 3/2 very dark grayish brown sandy loam Site 44CE0837 12 J 05 II 0.5 0.8 2.5Y 5/3 light olive brown sandy loam Site 44CE0837 12 J 05 III 0.8 1.1 10YR 2/1 black sandy loam Site 44CE0837.soil may 

carbonatious matter 

12 J 05 IV 1.1 1.5 2.5Y 7/3 pale yellow mottled with 2.5Y 7/6 yellow silty clay Site 44CE0837 12 J 06 I 0.0 0.7 2.5Y 3/2 very dark grayish brown silty loam foam rubber tubing sug

be disturbed, root imp

12 J 07 I 0.0 0.8 2.5Y 3/2 very dark grayish brown sandy loam 12 J 07 II 0.8 1.2 2.5Y 5/3 light olive brown silty loam 12 J 07 III 1.2 1.6 2.5Y 7/3 pale yellow mottled with 2.5Y 7/6 yellow silty clay 12 L 01 I 0.0 0.5 7.5YR 4/2 brown clay loam 12 L 01 II 0.5 0.8 7.5YR 5/6 strong brown clay loam 12 L 01 III 0.8 0.9 7.5YR 5/2 brown sandy clay 12 L 01 IV 0.9 1.2 7.5YR 5/6 strong brown sandy clay 12 M 01 I 0.0 0.4 10YR 2/1 black sandy loam 12 M 01 II 0.4 0.8 10YR 3/2 very dark grayish brown sandy loam 12 M 01 III 0.8 1.0 10YR 2/1 black sandy loam 12 M 01 IV 1.0 1.4 10YR 3/2 very dark grayish brown sandy loam 12 M 01 V 1.4 1.8 10YR 6/4 light yellowish brown sandy loam highly disturbed, steep 12 Q 01 I 0.0 0.4 10YR 6/6 brownish yellow silty loam 
D.C. to Richmond Southeast High Speed Rail B-50 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 Q 01 II 0.4 1.2 2.5Y 7/4 pale yellow sandy loam 12 Q 01 III 1.2 1.6 2.5Y 7/3 pale yellow sand 12 Q 01 IV 1.6 2.0 10YR 6/6 brownish yellow sandy clay 12 Q 02 I 0.0 0.6 2.5Y 7/4 pale yellow sandy loam 12 Q 02 II 0.6 1.0 10YR 6/6 brownish yellow sandy clay 12 Q 03 I 0.0 1.4 repeated bands of 2.5Y 8/3 pale yellow mottled with 10YR 6/6 brownish yellow sand possibly from repeated 12 Q 03 II 1.4 2.0 10YR 5/8 yellowish brown sand 12 Q 04 I 0.0 0.3 10YR 4/2 dark grayish brown silty loam 12 Q 04 II 0.3 0.6 2.5Y 7/3 pale yellow sandy loam 12 Q 04 III 0.6 1.0 10YR 6/6 brownish yellow sandy clay 12 Q 05 I 0.0 0.6 10YR 2/1 black silty loam with 80% gravel 12 Q 05 II 0.6 0.9 10YR 2/1 black mottled with 2.5Y 7/3 pale yellow sandy loam 12 Q 05 III 0.9 1.7 10YR 2/1 black sandy loam 12 Q 05 IV 1.7 1.9 10YR 2/2 very dark brown sandy loam 12 Q 05 V 1.9 2.3 2.5Y 6/3 light yellowish brown highly disturbed 12 S 01 I 0.0 0.7 10YR 3/2 very dark grayish brown silty loam 12 S 01 II 0.7 0.9 10YR 4/6 dark yellowish brown silty loam 12 S 01 III 0.9 1.3 10YR 5/6 yellowish brown sandy loam 12 S 02 I 0.0 0.8 10YR 3/2 very dark grayish brown silty loam 12 S 02 II 0.8 1.0 10YR 4/6 dark yellowish brown silty loam 
D.C. to Richmond Southeast High Speed Rail B-51 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 S 02 III 1.0 1.4 10YR 5/6 yellowish brown sandy loam 12 S 03 I 0.0 0.2 10YR 3/1 very dark gray silty loam 12 S 03 II 0.2 0.5 10YR 3/1 very dark gray mottled with 10YR 4/2 dark grayish brown silty loam 12 S 03 III 0.5 0.9 10YR 2/1 black sandy loam high percentage of grav12 U 01 I 0.0 1.2 clumps of various redeposited clay 12 U 01 II 1.2 1.6 10YR 6/1 gray clay with 10YR 5/6 yellowish brown oxidation disturbed on top of hy12 U 02 I 0.0 0.3 10YR 5/3 brown sandy loam 12 U 02 II 0.3 1.0 7.5YR 5/6 strong brown sandy clay 12 U 02 III 1.0 1.4 7.5YR 6/8 reddish yellow mottled with 10YR 6/1 gray sandy clay 12 U 03 I 0.0 0.4 10YR 5/3 brown sandy loam 12 U 03 II 0.4 1.4 7.5YR 5/6 strong brown sandy clay 12 U 04 I 0.0 0.2 10YR 4/3 brown sandy loam 12 U 04 II 0.2 0.4 10YR 2/1 black sand 12 U 04 III 0.4 0.8 10YR 6/6 brownish yellow clay disturbed 12 V 01 I 0.0 0.1 10YR 3/2 very dark grayish brown humic soil 12 V 01 II 0.1 1.0 10YR 6/6 brownish yellow mottled with 10YR 6/3 pale brown clay very deep soils as susp

been dug very deep int

12 V 02 I 0.0 0.1 10YR 3/2 very dark grayish brown humic soil 12 V 02 II 0.1 1.0 10YR 6/6 brownish yellow mottled with 10YR 6/3 pale brown clay 12 V 03 I 0.0 0.1 10YR 3/2 very dark grayish brown humic soil 
D.C. to Richmond Southeast High Speed Rail B-52 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

12 V 03 II 0.1 1.0 Bands of 10YR 6/1 gray and 10YR 6/8 brownish yellow 12 X 01 Not Excavated 12 X 02 I 0.0 1.2 7.5YR 4/3 brown silty loam 12 X 02 II 1.2 1.4 7.5YR 5/4 brown silty clay 12 X 02 III 1.4 1.6 10YR 2/1 black gritty burnt silty loam 12 X 02 IV 1.6 2.0 7.5YR 5/4 yellowish brown silty clay 12 Y 01 I 0.0 1.5 10YR 5/3 brown mottled with 10YR 5/6 yellowish brown oxidation clay loam water table at 1.5 12 Y 02 I 0.0 1.4 7.5YR 4/3 brown sandy clay loam with mica 12 Y 02 II 1.4 1.8 7.5YR 6/2 pinkish gray sandy clay with various inclusions soils at top are very loo13 I 01 I 0.0 0.2 10YR 3/2 very dark grayish brown sand 13 I 01 II 0.2 0.9 7.5YR 5/4 brown mottled with 7.5YR 5/8 strong brown sandy clay with coal inclusions 13 I 01 III 0.9 1.1 7.5YR 5/8 strong brown sandy clay 13 J 01 I 0.0 1.4 10YR 3/1 very dark gray sandy loam with 90% gravel disturbed 13 J 01 II 1.4 1.9 10YR 5/6 yellowish brown sandy clay 13 P 01 I 0.0 0.1 10YR 3/1 very dark gray sandy loam with 60% angular gravel terminated -- compact 13 P 02 I 0.0 0.1 10YR 3/1 very dark gray sandy loam with 60% angular gravel 13 R 01 I 0.0 0.4 10YR 2/1 black sand disturbed by rail activit13 R 01 II 0.4 0.5 2.5Y 4/3 olive brown sand 13 R 01 III 0.5 1.5 10YR 6/4 light yellowish brown sandy clay STP located within pow
D.C. to Richmond Southeast High Speed Rail B-53 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

13 R 02 I 0.0 0.5 10YR 2/1 black sand with 50% gravels 13 R 02 II 0.5 1.2 Mix of 2.5Y 4/3 olive brown with 10YR 2/1 black and 10YR 6/4 light yellowish brown sandy loamy clay STP located within pow13 R 03 I 0.0 1.8 

various disturbed layers of 2.5Y 4/3 olive brown with 10YR 2/1 black and 10YR 6/4 light yellowish brown sandy loamy clay with 50% gravel 

very modern beer bott

13 R 03 II 1.8 2.2 10YR 6/4 light yellowish brown sandy clay 13 R 04 I 0.0 1.0 

various disturbed layers of 2.5Y 4/3 olive brown with 10YR 2/1 black and 10YR 6/4 light yellowish brown sandy loamy clay with 50% gravel 

STP located on small a

13 S 01 I 0.0 0.3 10YR 3/1 very dark gray sandy loam 13 S 01 II 0.3 0.4 charcoal lens 13 S 01 III 0.4 0.8 10YR 5/8 yellowish brown sandy clay 13 S 01 IV 0.8 1.0 7.5YR 5/8 strong brown saprolite likely in access road 13 S 02 I 0.0 0.4 10YR 3/1 very dark gray sandy loam 13 S 02 II 0.4 0.6 10YR 3/1 very dark gray sandy loam 13 S 02 III 0.6 0.8 degraded bedrock 60% rocky throughout13 S 03 I 0.0 0.7 10YR 3/1 very dark gray sandy loam 13 S 03 II 0.7 1.1 10YR 5/8 yellowish brown sandy clay likely in access road 13 T 01 I 0.0 2.2 2.5Y 4/3 olive brown sand 13 T 01 II 2.2 2.6 2.5Y 4/3 olive brown sand mottled with 10% 10YR 6/4 light yellowish brown clay sand 13 T 02 I 0.0 0.4 10YR 3/2 very dark grayish brown sandy loam 13 T 02 II 0.4 1.1 2.5Y 4/3 olive brown 
D.C. to Richmond Southeast High Speed Rail B-54 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

13 T 02 III 1.1 1.9 sand with 40% rounded cobbles 13 T 02 IV 1.9 2.2 

sand with 40% rounded cobbles (minor organic staining appears to give strat a darker appearance, but munsell remains the same) 

13 T 02 V 2.2 2.4 2.5Y 6/4 light yellowish brown sandy clay tracks east of STP, hou13 T 03 I 0.0 2.0 13 T 03 II 2.0 2.4 13 T 04 I 0.0 0.4 10YR 3/2 very dark grayish brown sandy loam 13 T 04 II 0.4 2.0 2.5Y 4/3 olive brown sand 13 T 04 III 2.0 2.4 2.5Y 6/4 light yellowish brown sandy clay 13 T 05 I 0.0 1.5 10YR 3/2 very dark grayish brown sandy loam 40% rounded cobbles a13 T 05 II 1.5 2.0 10YR 5/4 yellowish brown sand 13 T 06 I 0.0 0.9 2.5Y 3/3 dark olive brown sandy loam mottled with 10YR 5/6 yellowish brown sandy clay 13 T 06 II 0.9 1.3 10YR 5/6 yellowish brown sandy clay 13 T 07 I 0.0 0.8 2.5Y 3/3 dark olive brown sandy loam with 50% angular gravels 13 T 07 II 0.8 1.2 10YR 5/8 yellowish brown sandy clay with 10% angular and rounded gravels STP runs east of cedar 13 T 08 I 0.0 0.5 10YR 2/2 very dark brown sandy loam mottled with 60% gravel 13 T 08 II 0.5 0.9 10YR 5/6 yellowish brown sandy clay 13 T 09 I 0.0 0.4 10YR 2/2 very dark brown with 50% angular gravels 
D.C. to Richmond Southeast High Speed Rail B-55 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

13 T 09 II 0.4 1.0 10YR 5/6 yellowish brown mottled with 10YR 6/6 brownish yellow 13 T 10 I 0.0 0.2 10YR 4/2 dark grayish brown sandy loam with 10YR 5/8 yellowish brown clumps heavily disturbed 13 T 10 II 0.2 0.7 10YR 5/8 yellowish brown mottled with 10YR 6/1 gray and 10YR 7/2 light gray sandy clay heavily disturbed 13 T 10 III 0.7 1.0 10YR 5/3 brown mottled with 10YR 5/1 gray sandy clay heavily disturbed 13 T 10 IV 1.0 1.4 7.5YR 5/6 strong brown clay sand 13 T 11 I 0.0 0.3 10YR 3/2 very dark grayish brown sandy loam with 60% rounded/angular gravels 13 T 11 II 0.3 0.4 10YR 5/6 yellowish brown sandy loam with 60% rounded/angular gravels 13 T 11 III 0.4 1.0 10YR 3/1 very dark gray and black sandy loam with 60% rounded/angular gravels 13 T 11 IV 1.0 1.4 2.5Y 6/4 light yellowish brown sand with 60% rounded/angular gravels 14 A 01 I 0.0 0.2 2.5Y 3/2 very dark grayish brown sandy loam 14 A 01 II 0.2 1.0 2.5Y 4/3 olive brown with 15% 10YR 5/4 yellowish brown and 10% gravel impasse at layer of larg14 A 02 I 0.0 0.5 2.5Y 3/2 very dark grayish brown loamy sand 14 A 02 II 0.5 1.3 2.5Y 5/4 light olive brown sand 14 A 02 III 1.3 1.7 10YR 6/4 light yellowish brown sand 14 A 04 I 0.0 0.3 10YR 3/2 very dark grayish brown sandy loam 14 A 04 II 0.3 1.1 10YR 6/4 light yellowish brown sand 
D.C. to Richmond Southeast High Speed Rail B-56 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

14 A 04 III 1.1 1.3 10YR 5/1 gray sand gleying 14 A 04 IV 1.3 1.7 10YR 6/1 gray sand 14 A 05 I 0.0 0.2 10YR 2/2 very dark brown sandy loam 14 A 05 II 0.2 1.0 10YR 6/3 pale brown sand 14 A 05 III 1.0 1.4 10YR 6/1 gray sand hydric/gleyed 14 A 06 I 0.0 0.3 10YR 3/2 very dark grayish brown sandy loam 14 A 06 II 0.3 1.2 mixture of pockets of hydric sand and clay, 10YR 6/4 light yellowish brown and 10YR 6/1 gray predominate 14 A 07 I 0.0 0.4 10YR 2/1 black with pockets of 10YR 5/6 yellowish brown sandy loam 14 A 07 II 0.4 1.1 10YR 2/1 black railroad grit with compacted gravel impasse at 1.1 14 A 08 I 0.0 0.2 10YR 2/2 very dark brown sandy loam 14 A 08 II 0.2 0.6 clumpy bands of 10YR 4/3 brown and 10YR 5/8 yellowish brown and 10YR 4/1 dark gray and others 14 A 08 III 0.6 0.7 10YR 2/2 very dark brown sandy clay 14 A 08 IV 0.7 1.1 clumpy bands of 10YR 4/3 brown and 10YR 5/8 yellowish brown and 10YR 4/1 dark gray and others 14 A 09 I 0.0 0.3 10YR 2/2 very dark brown sandy loam highly compacted. cont

sediments 

14 A 09 II 0.3 0.4 10YR 6/4 light yellowish brown sandy clay highly compacted. cont

sediments 

14 A 09 III 0.4 0.6 5YR 5/4 reddish brown clay highly compacted. cont

sediments 
D.C. to Richmond Southeast High Speed Rail B-57 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

14 A 09 IV 0.6 0.7 10YR 2/1 black railroad grit highly compacted. cont

sediments 

14 G 01 I 0.0 0.2 2.5YR 2.5/2 very dusky red sandy silty loam 14 G 01 II 0.2 0.6 10YR 6/6 brownish yellow mottled with 10YR 4/2 dark grayish brown and 10YR 2/1 black sandy loam 14 G 01 III 0.6 0.9 

2.5YR 2.5/2 very dusky red mottled with 10YR 6/6 brownish yellow and 10YR 4/2 dark grayish brown sandy loam 

coal 

14 G 01 IV 0.9 1.0 10YR 2/1 black sandy loam 14 G 01 V 1.0 1.4 10YR 6/1 gray mottled with 10YR 5/6 yellowish brown oxidation sandy loam hydric soil, 60% gravel, 

access road 

14 G 02 I 0.0 0.3 2.5Y 4/2 dark grayish brown very compact sandy clay loam with 40% gravel 14 G 02 II 0.3 0.5 10YR 2/1 black sand 14 G 02 III 0.5 0.9 2.5Y 5/1 gray sandy clay 14 G 03 I 0.0 0.4 2.5YR 2.5/2 very dusky red sandy loam with 25% gravel very wet and compacte14 G 03 II 0.4 0.8 10YR 6/4 light yellowish brown mottled with 40% 10YR 7/3 very pale brown clay sand very wet and compacte14 G 04 I 0.0 0.8 2.5YR 2.5/2 very dusky red sandy loam with 25% gravel 14 G 04 II 0.8 1.2 10YR 6/4 light yellowish brown mottled with 40% 10YR 7/3 very pale brown clay sand thin black lens between 14 I 01 I 0.0 0.2 2.5YR 2.5/2 very dusky red sandy loam with 30% gravels very compact 14 I 01 II 0.2 0.8 10YR 6/1 gray with 40% 10YR 6/6 brownish yellow sandy clay hydric 
D.C. to Richmond Southeast High Speed Rail B-58 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

14 I 02 I 0.0 0.1 2.5YR 2.5/2 very dusky red sandy loam 14 I 02 II 0.1 1.1 

clumps of redeposited wetland clays including 10YR 6/6 brownish yellow and 10YR 6/1 gray and 10YR 6/2 light brownish gray and 10YR 7/1 light gray 

heterogeneous pocketmass, clearly redeposit

15 B 01 I 0.0 1.0 2.5Y 3/2 very dark grayish brown mottled with 10YR 2/1 black sandy loam with 60% gravel likely old railroad bed 18 AD 01 I 0.0 0.3 10YR 2/1 black clay loam with 60% gravel gravel impasse 18 AD 02 I 0.0 0.1 2.5Y 2.5/1 black wet clay loam with 75% gravel gravel impasse just belo18 AH 01 I 0.0 0.5 10YR 3/4 dark yellowish brown sandy loam 18 AH 01 II 0.5 0.6 7.5YR 5/6 strong brown mottled with 10YR 7/3 very pale brown loamy sand 18 AH 01 III 0.6 0.8 2.5Y 7/2 light gray compact sand appears to be layers of 18 AH 02 I 0.0 0.5 10YR 3/4 dark yellowish brown sandy loam 18 AH 02 II 0.5 0.6 7.5YR 5/6 strong brown mottled with 10YR 7/3 very pale brown loamy sand 18 AH 02 III 0.6 1.0 2.5Y 7/2 light gray compact sand 18 AH 02 IV 1.0 1.3 7.5YR 5/6 strong brown mottled with 10YR 7/3 very pale brown loamy sand and decomposing bedrock located on ridge finger 18 AH 03 I 0.0 0.5 10YR 3/4 dark yellowish brown sandy loam 18 AH 03 II 0.5 0.6 7.5YR 5/6 strong brown mottled with 10YR 7/3 very pale brown loamy sand 18 AH 03 III 0.6 0.8 2.5Y 7/2 light gray compact sand 18 AK 01 I 0.0 0.2 7.5YR 3/2 dark brown silty loam 18 AK 01 II 0.2 0.7 5YR 5/6 yellowish red clay loam 
D.C. to Richmond Southeast High Speed Rail B-59 Phase IB Archaeologica

TABLE B-1: SHOVEL TEST CATALOG

Segment Area STP Radial Level Start Depth End Depth Soil Description Comments 

18 AK 01 III 0.7 1.0 5YR 5/6 yellowish red mottled with 7.5YR 7/2 pinkish gray compact silty clay possible decaying bedro18 AK 02 I 0.0 0.5 7.5YR 3/2 dark brown silty loam 18 AK 02 II 0.5 0.7 10YR 6/4 light yellowish brown clay loam 18 AK 02 III 0.7 1.0 5YR 4/6 yellowish red silty clay 18 C 01 I 0.0 0.8 10YR 3/2 very dark grayish brown clay loam 18 C 01 II 0.8 1.3 10YR 5/6 yellowish brown compact sandy clay 18 C 02 I 0.0 0.6 10YR 3/2 very dark grayish brown clay loam 18 C 02 II 0.6 1.0 10YR 5/6 yellowish brown compact sandy clay 18 C 03 I 0.0 0.5 10YR 2/2 very dark brown silty loam 18 C 03 II 0.5 0.8 10YR 6/4 light yellowish brown sandy clay 
D.C. to Richmond Southeast High Speed Rail C-1 Phase IB Archaeological Survey, ROAF to BBHW 

APPENDIX C: ARTIFACT CATALOG 
D.C. to Richmond Southeast High Speed Rail C-2 Phase IB Archaeologica

TABLE C-1: ARTIFACT CATALOGSite Prov. Strat Level Object Part Material Ware Decoration/ Color Manufacture Tech. 44CE0836 11I-36 II 1 Tableware Rim Fragment Refined Earthenware Whiteware Plain 44CE0836 11I-36 II 1 Brick Fragment Hand-made 44CE0836 11I-36 II 1 Indeterminate Body Fragment Stoneware Gray/Buff Bodied Salt-Glazed 44CE0836 11I-36 II 1 Indeterminate Body Fragment Refined Earthenware Creamware Plain 44CE0836 11I-36 II 1 Window Glass Glass Aqua 44CE0836 11I-36 South I 2 Indeterminate Rim Fragment Refined Earthenware Whieldon 44CE0836 11I-36 South I 2 Brick Fragment Hand-made ISF 11-1 11V-04 I 1 Tableware Rim Fragment Refined Earthenware Ironstone Plain ISF 12-1 12H-01 I 1 Nail Head and Shaft Iron Alloy Indeterminate 44CE0838 12I-04 I 1 Indeterminate Body Fragment Refined Earthenware Whiteware Plain 44CE0838 12I-04 I 1 Indeterminate Body Fragment Terra Cotta 44CE0838 12I-04 I 1 Indeterminate Iron Alloy 44CE0838 12I-04 North I 1 Nail Complete Iron Alloy Cut, Machine Headed 44CE0837 12J-01 I 1 Indeterminate Body Fragment Porcelain Porcelain, Soft Paste Plain 
D.C. to Richmond Southeast High Speed Rail C-3 Phase IB Archaeologica

TABLE C-1: ARTIFACT CATALOGSite Prov. Strat Level Object Part Material Ware Decoration/ Color Manufacture Tech. 44CE0837 12J-05 I 1 Indeterminate Iron Alloy 44CE0837 12J-05 East I 1 Nail Complete Iron Alloy Ungalvanized Wire 44CE0837 SFC 12- 1 0 0 Bottle Almost Complete Glass Purple/ Solarized 
D.C. to Richmond Southeast High Speed Rail D-1 Phase IB Archaeological Survey, ROAF to BBHW 

APPENDIX D: ARPA PERMIT 







D.C. to Richmond Southeast High Speed Rail E-1 Phase IB Archaeological Survey, ROAF to BBHW 

APPENDIX E: NEWLY RECORDED ARCHAEOLOGICAL SITE 

FORMS 
Virginia Department of Historic Resources DHR ID: 44CE0836

Archaeological Site Record

Archaeological site data is protected under the Archaeological Resource Protection Act (ARPA 1979). Page: 1 of 3 

Snapshot Date Generated: August 16, 2016

Site Name: No Data

Site Classification: Terrestrial, open air

Year(s): No Data

Site Type(s): Artifact scatter

Other DHR ID: No Data

Temporary Designation: Site 11-1

Site Evaluation Status

Not Evaluated

Locational Information

USGS Quad: WOODFORD

County/Independent City: Caroline (County)

Physiographic Province: Coastal Plain

Elevation: No Data

Aspect: Flat

Drainage: Lower Chesapeake

Slope: 0 - 2

Acreage: 0.030

Landform: Other

Ownership Status: Private

Government Entity Name: No Data

Site Components

Component 1

Category: Domestic

Site Type: Artifact scatter

Cultural Affiliation: Euro-American

DHR Time Period: Reconstruction and Growth, World War I to World War II

Start Year: No Data

End Year: No Data

Comments: No Data

Bibliographic Information

Bibliography:

No Data

Informant Data:

No Data
Virginia Department of Historic Resources DHR ID: 44CE0836

Archaeological Site Record

Archaeological site data is protected under the Archaeological Resource Protection Act (ARPA 1979). Page: 2 of 3 

CRM Events

Event Type: Survey:Phase I

Project Staff/Notes:

Emily Calhoun, Curtis McCoy, Morgan McKenzie, Joe Blondino, Earl Proper

Project Review File Number: 2014-0666

Sponsoring Organization: No Data

Organization/Company: Dovetail CRG

Investigator: Kevin McCloskey

Survey Date: 9/28/2015

Survey Description:

From September of 2015 through April 2016, Dovetail Cultural Resource group conducted a Phase I Survey of the 123 Mile DC2RVA corridor. The

archaeological study included a Phase IB survey of the first 20 segments (Rosslyn to Alexandria [ROAF] through Buckingham Branch/Hospital Wye

[BBHW]) of the DC2RVA corridor based on the results of the previously completed archaeological background review and archaeological predictive

model. Those portions of the corridor which were determined by this agreed upon archaeological model to have some probability to contain intact

subsurface archaeological deposits were subjected to a pedestrian survey and visual inspection. any areas which were clearly disturbed or untestable

were photo-documented and areas which visual inspection indicated might be undisturbed were surveyed via the excavation of Shovel test pits (STPs).

These were excavated at 50-foot (15.2-m) intervals along transects paralleling the corridor, which was never so wide as to require more than a single

transect. STPs measured approximately 1.3 feet (38.1 cm) in diameter and were excavated to penetrate at least 0.3 feet (10.2 cm) into sterile subsoil

where possible. Shovel test radials were excavated at 25-foot (7.6-m) intervals in cardinal directions from shovel tests that produced cultural materials.

All soils excavated from STPs were passed through 0.25-inch (0.6-cm) hardware mesh cloth. A total of 424 shovel test pits (STPs) was excavated

across the 123-mile (198-km) APE, within 51 discrete archaeological areas. The excavation of the shovel tests resulted in the recovery of 19 artifacts

that date entirely to the historic period and include ceramics, glass, metal, and architectural debris. Phase IB survey resulted in the identification of 20

archaeological sites and 2 isolated finds within the surveyed portions of the APE. Of these 20 archaeological sites, 17 were previously identified

archaeological sites and 3 were newly recorded. It is recommended that two of these sites (44SP0187 and 44SP0468) are potentially eligible for listing

on the NRHP. Additionally, two sites (44HE0840 and 44HE0841) remain unevaluated for the NRHP, while the other 16 sites (or the portions of these

sites within the APE) and the 2 isolated finds are either recommended not eligible for NRHP listing, or it is recommended that the portion of those

sites within the project corridor does not contribute to potential eligibility.

Current Land Use Date of Use Comments

Railroad 7/25/2016 12:00:00 AM The site is located on the east side of the existing railroad grade on level

ground at the same elevation as the existing grade

Threats to Resource: Transportation Expansion

Site Conditions: 25-49% of Site Destroyed

Survey Strategies: Subsurface Testing, Surface Testing

Specimens Collected: Yes

Specimens Observed, Not Collected: No

Artifacts Summary and Diagnostics:

Eight artifacts were recovered from the two STPs, six from the second soil layer of one STP and two from the first layer of the other STP. The artifact

assemblage includes four ceramic fragments, two pieces of aqua window glass, and two hand-made brick fragments. The ceramic fragments include

one whiteware, one plain creamware, one whieldon creamware, and one stoneware.

Summary of Specimens Observed, Not Collected:

No Data

Current Curation Repository: Dovetail Cultrual Resource Group

Permanent Curation Repository: DHR

Field Notes: Yes

Field Notes Repository: DHR

Photographic Media: Digital

Survey Reports: Yes

Survey Report Information:

Phase IB Archaeological Survey for the 

Washington, D.C. to Richmond, Virginia

High Speed Rail Project

Rosslyn to Alexandria (ROAF) through

Buckingham Branch/Hospital Wye (BBHW) Segments

DHR #2014-0666

by

Kevin McCloskey, Earl Proper, Curtis McCoy, Emily Calhoun,

Morgan MacKenzie, and Joseph Blondino

Survey Report Repository: DHR
Virginia Department of Historic Resources DHR ID: 44CE0836

Archaeological Site Record

Archaeological site data is protected under the Archaeological Resource Protection Act (ARPA 1979). Page: 3 of 3 

DHR Library Reference Number: No Data

Significance Statement: The very low artifact density, the evidence for significant disturbance and the absence of

surface or subsurface features indicate that the site does not exhibit the potential to yield

significant information on settlement patterns or domestic life during the historic period in

Caroline County Virginia (Criterion D). There are also no significant associations between

these deposits and a significant historical event or patterns of events (Criterion A). There are

no associations with significant persons (Criterion B), and the deposits do not illustrate the

distinctive characteristics of a type, period, or method of construction (Criterion C). As

such, the site is recommended not eligible for listing on the NRHP.

Surveyor's Eligibility Recommendations: Recommended Not Eligible

Surveyor's NR Criteria Recommendations, : No Data

Surveyor's NR Criteria Considerations: No Data
Virginia Department of Historic Resources DHR ID: 44CE0837

Archaeological Site Record

Archaeological site data is protected under the Archaeological Resource Protection Act (ARPA 1979). Page: 1 of 3 

Snapshot Date Generated: August 16, 2016

Site Name: No Data

Site Classification: Terrestrial, open air

Year(s): No Data

Site Type(s): Artifact scatter

Other DHR ID: No Data

Temporary Designation: Site 12-1

Site Evaluation Status

Not Evaluated

Locational Information

USGS Quad: PENOLA, RUTHER GLEN

County/Independent City: Caroline (County)

Physiographic Province: Coastal Plain

Elevation: No Data

Aspect: No Data

Drainage: Lower Chesapeake

Slope: 0 - 2

Acreage: 0.110

Landform: Other

Ownership Status: Local Govt

Government Entity Name: No Data

Site Components

Component 1

Category: Domestic

Site Type: Artifact scatter

Cultural Affiliation: Euro-American

DHR Time Period: Reconstruction and Growth, World War I to World War II

Start Year: No Data

End Year: No Data

Comments: No Data

Bibliographic Information

Bibliography:

No Data

Informant Data:

No Data
Virginia Department of Historic Resources DHR ID: 44CE0837

Archaeological Site Record

Archaeological site data is protected under the Archaeological Resource Protection Act (ARPA 1979). Page: 2 of 3 

CRM Events

Event Type: Survey:Phase I

Project Staff/Notes:

Emily Calhoun, Curtis McCoy, Morgan McKenzie, Joe Blondino, Earl Proper

Project Review File Number: 2014-0666

Sponsoring Organization: No Data

Organization/Company: Dovetail CRG

Investigator: Kevin McCloskey

Survey Date: 9/28/2015

Survey Description:

From September of 2015 through April 2016, Dovetail Cultural Resource group conducted a Phase I Survey of the 123 Mile DC2RVA corridor. The

archaeological study included a Phase IB survey of the first 20 segments (Rosslyn to Alexandria [ROAF] through Buckingham Branch/Hospital Wye

[BBHW]) of the DC2RVA corridor based on the results of the previously completed archaeological background review and archaeological predictive

model. Those portions of the corridor which were determined by this agreed upon archaeological model to have some probability to contain intact

subsurface archaeological deposits were subjected to a pedestrian survey and visual inspection. any areas which were clearly disturbed or untestable

were photo-documented and areas which visual inspection indicated might be undisturbed were surveyed via the excavation of Shovel test pits (STPs).

These were excavated at 50-foot (15.2-m) intervals along transects paralleling the corridor, which was never so wide as to require more than a single

transect. STPs measured approximately 1.3 feet (38.1 cm) in diameter and were excavated to penetrate at least 0.3 feet (10.2 cm) into sterile subsoil

where possible. Shovel test radials were excavated at 25-foot (7.6-m) intervals in cardinal directions from shovel tests that produced cultural materials.

All soils excavated from STPs were passed through 0.25-inch (0.6-cm) hardware mesh cloth. A total of 424 shovel test pits (STPs) was excavated

across the 123-mile (198-km) APE, within 51 discrete archaeological areas. The excavation of the shovel tests resulted in the recovery of 19 artifacts

that date entirely to the historic period and include ceramics, glass, metal, and architectural debris. Phase IB survey resulted in the identification of 20

archaeological sites and 2 isolated finds within the surveyed portions of the APE. Of these 20 archaeological sites, 17 were previously identified

archaeological sites and 3 were newly recorded. It is recommended that two of these sites (44SP0187 and 44SP0468) are potentially eligible for listing

on the NRHP. Additionally, two sites (44HE0840 and 44HE0841) remain unevaluated for the NRHP, while the other 16 sites (or the portions of these

sites within the APE) and the 2 isolated finds are either recommended not eligible for NRHP listing, or it is recommended that the portion of those

sites within the project corridor does not contribute to potential eligibility.

Current Land Use Date of Use Comments

Railroad 7/25/2016 12:00:00 AM The archaeological site lies immediately adjacent to an existing railroad

grade, within a larger wooded area, containing a mix of evergreen and

deciduous trees, with relatively dense undergrowth and brambles.

Threats to Resource: Transportation Expansion

Site Conditions: 25-49% of Site Destroyed

Survey Strategies: Observation, Subsurface Testing, Surface Testing

Specimens Collected: Yes

Specimens Observed, Not Collected: No

Artifacts Summary and Diagnostics:

The site is a small scatter of historic artifacts (n=5) recovered from three positive STPs and a single surface collection. The artifact assemblage

consists of nails (n=2), a porcelain fragment (n=1), an unidentifiable iron alloy fragment, and a solarized glass bottle (n=1).

Summary of Specimens Observed, Not Collected:

No Data

Current Curation Repository: Dovetail Cultural Resource Group

Permanent Curation Repository: DHR

Field Notes: Yes

Field Notes Repository: DHR

Photographic Media: Digital

Survey Reports: Yes

Survey Report Information:

Phase IB Archaeological Survey for the 

Washington, D.C. to Richmond, Virginia

High Speed Rail Project

Rosslyn to Alexandria (ROAF) through

Buckingham Branch/Hospital Wye (BBHW) Segments

DHR #2014-0666

by

Kevin McCloskey, Earl Proper, Curtis McCoy, Emily Calhoun,

Morgan MacKenzie, and Joseph Blondino

Survey Report Repository: DHR
Virginia Department of Historic Resources DHR ID: 44CE0837

Archaeological Site Record

Archaeological site data is protected under the Archaeological Resource Protection Act (ARPA 1979). Page: 3 of 3 

DHR Library Reference Number: No Data

Significance Statement: The very low artifact density, the evidence for significant disturbance and the absence of

surface or subsurface features indicate that the site does not exhibit the potential to yield

significant information on settlement patterns or domestic life during the historic period in

Caroline County Virginia (Criterion D). There are also no significant associations between

these deposits and a significant historical event or patterns of events (Criterion A). There are

no associations with significant persons (Criterion B), and the deposits do not illustrate the

distinctive characteristics of a type, period, or method of construction (Criterion C). As

such, the portion of site within the APE is recommended not eligible for listing on the

NRHP.

Surveyor's Eligibility Recommendations: Recommended Not Eligible

Surveyor's NR Criteria Recommendations, : No Data

Surveyor's NR Criteria Considerations: No Data
Virginia Department of Historic Resources DHR ID: 44CE0838

Archaeological Site Record

Archaeological site data is protected under the Archaeological Resource Protection Act (ARPA 1979). Page: 1 of 3 

Snapshot Date Generated: August 16, 2016

Site Name: No Data

Site Classification: Terrestrial, open air

Year(s): No Data

Site Type(s): Artifact scatter, Artifact scatter

Other DHR ID: No Data

Temporary Designation: Site 12-2

Site Evaluation Status

Not Evaluated

Locational Information

USGS Quad: PENOLA

County/Independent City: Caroline (County)

Physiographic Province: Coastal Plain

Elevation: No Data

Aspect: No Data

Drainage: Lower Chesapeake

Slope: 0 - 2

Acreage: 0.010

Landform: Other

Ownership Status: Private

Government Entity Name: No Data

Site Components

Component 1

Category: Domestic

Site Type: Artifact scatter

Cultural Affiliation: Euro-American

DHR Time Period: Reconstruction and Growth, World War I to World War II

Start Year: No Data

End Year: No Data

Comments: No Data

Component 2

Category: Domestic

Site Type: Artifact scatter

Cultural Affiliation: Euro-American

DHR Time Period: World War I to World War II

Start Year: No Data

End Year: No Data

Comments: No Data

Bibliographic Information

Bibliography:

No Data

Informant Data:

No Data
Virginia Department of Historic Resources DHR ID: 44CE0838

Archaeological Site Record

Archaeological site data is protected under the Archaeological Resource Protection Act (ARPA 1979). Page: 2 of 3 

CRM Events

Event Type: Survey:Phase I

Project Staff/Notes:

Emily Calhoun, Curtis McCoy, Morgan McKenzie, Joe Blondino, Earl Proper

Project Review File Number: 2014-0666

Sponsoring Organization: No Data

Organization/Company: Dovetail CRG

Investigator: Kevin McCloskey

Survey Date: 9/28/2015

Survey Description:

From September of 2015 through April 2016, Dovetail Cultural Resource group conducted a Phase I Survey of the 123 Mile DC2RVA corridor. The

archaeological study included a Phase IB survey of the first 20 segments (Rosslyn to Alexandria [ROAF] through Buckingham Branch/Hospital Wye

[BBHW]) of the DC2RVA corridor based on the results of the previously completed archaeological background review and archaeological predictive

model. Those portions of the corridor which were determined by this agreed upon archaeological model to have some probability to contain intact

subsurface archaeological deposits were subjected to a pedestrian survey and visual inspection. any areas which were clearly disturbed or untestable

were photo-documented and areas which visual inspection indicated might be undisturbed were surveyed via the excavation of Shovel test pits (STPs).

These were excavated at 50-foot (15.2-m) intervals along transects paralleling the corridor, which was never so wide as to require more than a single

transect. STPs measured approximately 1.3 feet (38.1 cm) in diameter and were excavated to penetrate at least 0.3 feet (10.2 cm) into sterile subsoil

where possible. Shovel test radials were excavated at 25-foot (7.6-m) intervals in cardinal directions from shovel tests that produced cultural materials.

All soils excavated from STPs were passed through 0.25-inch (0.6-cm) hardware mesh cloth. A total of 424 shovel test pits (STPs) was excavated

across the 123-mile (198-km) APE, within 51 discrete archaeological areas. The excavation of the shovel tests resulted in the recovery of 19 artifacts

that date entirely to the historic period and include ceramics, glass, metal, and architectural debris. Phase IB survey resulted in the identification of 20

archaeological sites and 2 isolated finds within the surveyed portions of the APE. Of these 20 archaeological sites, 17 were previously identified

archaeological sites and 3 were newly recorded. It is recommended that two of these sites (44SP0187 and 44SP0468) are potentially eligible for listing

on the NRHP. Additionally, two sites (44HE0840 and 44HE0841) remain unevaluated for the NRHP, while the other 16 sites (or the portions of these

sites within the APE) and the 2 isolated finds are either recommended not eligible for NRHP listing, or it is recommended that the portion of those

sites within the project corridor does not contribute to potential eligibility.

Current Land Use Date of Use Comments

Railroad 7/25/2016 12:00:00 AM The site, which measures 50 feet (15.2 m) east to west by 25 feet (7.6 m)

north-south, lies on generally level ground in an area where the level of the

rail is raised only minimally above the level of the surrounding land

Threats to Resource: Transportation Expansion

Site Conditions: 25-49% of Site Destroyed

Survey Strategies: Observation, Subsurface Testing, Surface Testing

Specimens Collected: Yes

Specimens Observed, Not Collected: No

Artifacts Summary and Diagnostics:

The artifact assemblage consists of four artifacts, and includes ceramics (n=2) (one terra cotta fragment and one burnt whiteware fragment), a cut nail

(n=1) and an unidentifiable metal object (n=1).

Summary of Specimens Observed, Not Collected:

No Data

Current Curation Repository: Dovetail Cultural Resource Group

Permanent Curation Repository: DHR

Field Notes: Yes

Field Notes Repository: DHR

Photographic Media: Digital

Survey Reports: Yes

Survey Report Information:

Phase IB Archaeological Survey for the 

Washington, D.C. to Richmond, Virginia

High Speed Rail Project

Rosslyn to Alexandria (ROAF) through

Buckingham Branch/Hospital Wye (BBHW) Segments

DHR #2014-0666

by

Kevin McCloskey, Earl Proper, Curtis McCoy, Emily Calhoun,

Morgan MacKenzie, and Joseph Blondino

Survey Report Repository: DHR
Virginia Department of Historic Resources DHR ID: 44CE0838

Archaeological Site Record

Archaeological site data is protected under the Archaeological Resource Protection Act (ARPA 1979). Page: 3 of 3 

DHR Library Reference Number: No Data

Significance Statement: The very low artifact density, the evidence for significant disturbance and the absence of

surface or subsurface features indicate that the site does not exhibit the potential to yield

significant information on settlement patterns or domestic life during the historic period in

Caroline County Virginia (Criterion D). There are also no significant associations between

these deposits and a significant historical event or patterns of events (Criterion A). There are

no associations with significant persons (Criterion B), and the deposits do not illustrate the

distinctive characteristics of a type, period, or method of construction (Criterion C). As

such, the site is recommended not eligible for listing on the NRHP.

Surveyor's Eligibility Recommendations: Recommended Not Eligible

Surveyor's NR Criteria Recommendations, : No Data

Surveyor's NR Criteria Considerations: No Data
REFERENCES

D.C. to Richmond Southeast High Speed Rail F-1 Phase IB Archaeological Survey, ROAF to BBHW 

APPENDIX F: GPS COORDINATES OF SHOVEL TESTS 

EXCATED ON NPS LAND 
D.C. to Richmond Southeast High Speed Rail F-2 Phase IB Archaeological Survey, ROAF to BBHW 

TABLE F-1: UTM COORDINATES OF SHOVEL TESTS LOCATED ON NPS PROPERTY

Area STP Easting (UTM NAD 1983) Northing (UTM NAD 1983) 

8D 1 286383.1247 4236867.243 

9E 1 286802.2955 4236479.736 

9E 2 286792.7253 4236489.717 

9E 3 286783.1553 4236499.698 

9E 4 286773.5225 4236509.616 

9E 5 286763.6769 4236519.325 

9E 6 286753.8313 4236529.034 

9E 7 286744.0077 4236538.765 

9F 1 286933.3175 4236289.871 

9G 15 287008.1799 4236074.424 

9G 14 287010.1861 4236063.968 

9G 12 287014.1985 4236043.055 

9G 11 287016.0789 4236032.575 

9G 10 287017.8423 4236022.075 

9G 9 287019.6055 4236011.575 

9G 8 287020.9075 4236001.009 

9G 7 287022.1451 4235990.434 

9G 6 287023.3825 4235979.859 

9G 5 287024.6297 4235969.285 
 

Page 1 

801 E. Main Street, Suite 1000

Richmond, VA 23219

September 9, 2016 

Mr. Marc Holma 

Division of Review and Compliance 

Department of Historic Resources 

2801 Kensington Avenue 

Richmond, Virginia 22802 

RE: Archaeological Resource Eligibility/ Segments 1 to 20 (Rosslyn to Alexandria [ROAF] through 

Buckingham Branch/Hospital Wye [BBHW])

 Southeast High Speed Rail Project, Washington, D.C. to Richmond Segment 

 DHR #2014-0666 

Dear Marc, 

The Federal Railroad Administration (FRA) and the Virginia Department of Rail and Public Transportation 

(DRPT) are continuing environmental studies associated with the Tier II Environmental Impact Statement 

(EIS) for the Washington, D.C. to Richmond segment of the Southeast High Speed Rail (DC2RVA) corridor 

(Project). The limits of the Project extend from Control Point RO (MP CFP-110) in Arlington south to the 

CSX Transportation (“CSXT”) A-Line/CSXT-S-Line junction at MP A-11 in Centralia, Virginia (Chesterfield 

County), a distance of approximately 123 miles. 

This project is receiving federal funding through the FRA, requires permits issued by federal agencies 

such as the U.S. Army Corps of Engineers, and will traverse federal land including parcels owned by the 

U.S. Marine Corps and the National Park Service, among others. Due to the involvement of these and 

several other federal entities, the undertaking requires compliance with the National Environmental 

Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA), as amended. The 

FRA sent your office a project Initiation letter on December 11, 2014, formally commencing the Section 

106 process, and the project’s Area of Potential Effects (APE) was approved by the State Historic 

Preservation Officer (SHPO) on February 2, 2015, as required by 36 CFR 800.4(a)(1). 

We are writing today to coordinate archaeological identification studies within Segments 1 through 20 

of the larger Project initiative. Segments 1 through 20 include the main line corridor from Rosslyn to 

Centralia and rail corridor alternatives in the Richmond area, as reflected in the predictive model report 

submitted to your agency in July 2015. Archaeological studies associated with Segment 21 

(Fredericksburg Bypass), Segment 22 (Ashland Bypass), any subsequent Limits of Disturbance changes, 

and all road modification areas associated with the project will be discussed in subsequent reports. 
 

Page 2 

801 E. Main Street, Suite 1000

Richmond, VA 23219

Enclosed please find two hard copies and one electronic copy of the report entitled Phase IB 

Archaeological Survey for the Washington, D.C. to Richmond, Virginia High Speed Rail Project, Rosslyn to 

Alexandria (ROAF) through Buckingham Branch/Hospital Wye (BBHW) Segments. The report was 

authored by Kevin McCloskey, Earl Proper, Curtis McCoy, Emily Calhoun, Morgan MacKenzie, and Joseph 

Blondino with Dovetail Cultural Resource Group (Dovetail), a member of the DC2RVA Project Team. The 

report meets all standards set forth in both the Secretary of Interior’s Standards and Guidelines (1983) 

and the Virginia Department of Historic Resource’s (DHR) Guidelines for Preparing Identification and 

Evaluation Reports (2011). 

The archaeological study consisted of a pedestrian survey and subsurface testing, supplemented by 

metal detector survey in selected locations. Using the approved predictive modeling as a basis, 

archaeological fieldwork was completed in portions of the APE deemed to have high potential (100 

percent coverage), medium potential (100 percent coverage), and low potential (10 percent coverage) 

for archaeological deposits [Note: Although 10 percent was the approved coverage percentage for low 

probability areas, 100 percent coverage was completed in the field due to the small quantity of acreage 

in this category]. Additionally, all sites within the APE previously determined eligible or potentially 

eligible for listing on the National Register of Historic Places (NRHP) as well as those previously recorded 

sites that had not been evaluated by the DHR were examined regardless of their probability 

ranking/location within the probability model. 

A total of 424 STPs was excavated within 51 discrete archaeological areas along the 123-mile-long 

project area. The work resulted in the identification of 21 archaeological sites and 2 isolated finds within 

the surveyed portions of the APE (a full list of recorded sites can be found in the attached summary 

table). Of these 21 archaeological sites, 18 were previously identified archaeological sites and 3 were 

newly recorded. Based on the current studies, it is recommended that: 

 Sites 44CF0680 (Fort Darling/Centralia Earthworks) remains eligible for listing on the NRHP 

under Criteria A and C, but that the portion of this site within the APE does not contribute to the 

overall site eligibility; 

 Site 44FX2542 (King’s House Hill) remains potentially eligible for listing on the NRHP under 

Criterion D, but that the portion of the site within the APE does not contribute to the overall site 

eligibility; 

 Sites 44SP0187 (Bridge/Possible Mill) and 44SP0468 (Jackson’s Earthwork-Encampment) are 

recommended potentially eligible for listing on the NRHP under Criteria A and D and the portion 

of each site within the APE does contribute to their eligibility; 
 

Page 3 

801 E. Main Street, Suite 1000

Richmond, VA 23219

 Twelve sites (44AR0037, 44AX0028, 44AX0207/000-9800-0045, 44CE0106, 44CE0626/000-9800-

054, 44FX0453, 44FX0561, 44FX0562, 44FX2455, 44HE1095, 44PW1843/000-9800-0079, and 

44ST0296) remain unevaluated as the majority of each of these sites lies outside of the project 

APE, but the limited portion of these sites within the APE have been destroyed or severely 

compromised and as such they do not contribute to their respective site’s overall eligibility; and 

 The three newly recorded sites (44CE0836, 44CE0837, and 44CE0838) and the two isolated finds 

(no numbers assigned) are recommended not eligible for NRHP listing. 

In addition to these recommendations, sites 44HE0840 (Bridge) and 44HE0841 (Canal) were recorded as 

archaeological sites but are composed of above-ground structural remains. They were not evaluated for 

the NRHP during the current survey as they are above-ground resources, but they will be addressed in 

an upcoming report documenting structures in the APE. 

We invite your agency to concur with these recommendations within 30 days of receipt of this letter. If 

you have questions about historic property studies for this project, please do not hesitate to contact me 

or Emily Calhoun at (540) 899-9170 or via email at kbarile@dovetailcrg.com/ecalhoun@dovetailcrg.com. 

Sincerely, 

Kerri S. Barile, Ph.D. 

President, Dovetail Cultural Resource Group 

CC: Emily Stock, DRPT 

 John Winkle, FRA 

 John Morton, HDR 

 Carey Burch, HDR 

 Stephen Walter, Parsons 
 

Page 4 

801 E. Main Street, Suite 1000

Richmond, VA 23219

The Virginia SHPO concurs that the following resource continues to be eligible for or listed on the NRHP, 

as recorded during the DC2RVA/Segments 1 through 20 archaeological study (DHR #2014-0666); 

however the portion of this site within the APE does not contribute to its overall eligibility: 

44CF0680 Fort Darling/Centralia Earthworks (Criteria A and C) 

They further concur that the following resources are potentially eligible for the NRHP; however the 

portions of each site within the APE does not contribute to their overall eligibility: 

44FX2542 King’s House Hill (Criterion D) 

44SP0187 Bridge/Possible Mill (Criteria A and D) 

44SP0468 Jackson’s Earthwork-Encampment 

They also concur that the following resources remain unevaluated as the portions of each site within the 

project APE is minimal, thus not allowing for a full evaluation at this time; however the portion of each 

site in the APE does not contribute to its overall eligibility: 

44AR0037 Multiple Dwelling/Hotel; Late Nineteenth-century 

44AX0028 Canal; Nineteenth Century 

44AX0207/000-9800-0045 Camp; Late Eighteenth Century 

44FX0453 Domestic Scatter; Twentieth Century 

44FX0561 Lithic Scatter; Indeterminate Prehistoric 

44FX0562 Lithic Scatter; Indeterminate Prehistoric 

44FX2455 Lithics Scatter, Domestic Scatter; Indeterminate Prehistoric, Twentieth Century 

44PW1843/000-9800-0079 Camp; Late Eighteenth Century 

44ST0296 Civil War Camp; Nineteenth Century 

44CE0106 Dwelling/Domestic Scatter; Mid-Eighteenth Century through Twentieth Century 

44CE0626/ 000-9800-0054 Camp; Late Eighteenth Century 

44HE1095 Storage Facility; Nineteenth Century 

Lastly, they concur that the following resources are not eligible for the NRHP: 

44CE0836 Artifact Scatter, Late-Nineteenth Through Early-Twentieth Century 

44CE0837 Artifact Scatter, Late-Nineteenth Through Early-Twentieth Century 

44CE0838 Artifact Scatter, Late-Nineteenth Through Early-Twentieth Century 

__________________________________________ ________________________ 

Julie Langan, Director Date 

Virginia Department of Historic Resources 

Virginia State Historic Preservation Officer 
 

Page 5 

801 E. Main Street, Suite 1000

Richmond, VA 23219

SUMMARY OF IDENTIFIED ARCHAEOLOGICAL SITES

DC2RVA 

Project 

Segment

DHR 

Number Type Recommendation

1 44AR0037 Multiple Dwelling/Hotel; Late 

Nineteenth-century

Unevaluated; Portion in APE does not 

contribute to Eligibility

1 44AX0028 Canal; Nineteenth Century Unevaluated; Portion in APE does not 

contribute to Eligibility

1

44AX0207/

000-9800-0045 Camp; Late Eighteenth Century Unevaluated; Portion in APE does not contribute to Eligibility

3 44FX0453 Domestic Scatter; Twentieth Century Unevaluated; Portion in APE does not 

contribute to Eligibility

3 44FX0561 Lithic Scatter; Indeterminate Prehistoric Unevaluated; Portion in APE does not 

contribute to Eligibility

3 44FX0562 Lithic Scatter; Indeterminate Prehistoric Unevaluated; Portion in APE does not 

contribute to Eligibility

4 44FX2455

Lithics Scatter, Domestic Scatter; 

Indeterminate Prehistoric, Twentieth 

Century

Unevaluated; Portion in APE does not 

contribute to Eligibility

4 44FX2542

King’s House Hill; Lithics Scatter, 

Domestic Scatter; Indeterminate 

Prehistoric, Eighteenth Century

DHR Determined Potentially Eligible under 

Criterion D; Portion in APE does not 

contribute to Eligibility

4

44PW1843/

000-9800-0079 Camp; Late Eighteenth Century Unevaluated; Portion in APE does not contribute to Eligibility

6 44ST0296 Civil War Camp; Nineteenth Century Unevaluated; Portion in APE does not 

contribute to Eligibility

7 44SP0187 Bridge/Possible Mill; Nineteenth Century Potentially Eligible under Criteria A and D

9 44SP0468 Jackson’s Earthwork-Encampment; 

Nineteenth Century Potentially Eligible under Criteria A and D

10 44CE0106

Dwelling/Domestic Scatter; MidEighteenth Century through Twentieth 

Century

Unevaluated; Portion in APE does not 

contribute to Eligibility

11

44CE0626/

000-9800-

0054

Camp; Late Eighteenth Century Unevaluated; Portion in APE does not 

contribute to Eligibility

11 44CE0836 Artifact Scatter, Late-Nineteenth 

Through Early-Twentieth Century Not Eligible

12 44CE0837 Artifact Scatter, Late-Nineteenth 

Through Early-Twentieth Century Not Eligible

12 44CE0838 Artifact Scatter, Late-Nineteenth 

Through Early-Twentieth Century Not Eligible

18 44CF0680

Fort Darling/Centralia Earthworks; 

Battlefield, Earthworks, Fort. 19th 

Century: 2nd/3rd quarter (1825−1874), 

19th Century: 3rd quarter (1850−1874), 

Prehistoric/Unknown

Eligible under Criteria A and C; Portion in 

APE does not contribute to Eligibility

18 44HE0840 Bridge; Nineteenth Century Unevaluated, see forthcoming DC2RVA 

Structures Report
 

Page 6 

801 E. Main Street, Suite 1000

Richmond, VA 23219

SUMMARY OF IDENTIFIED ARCHAEOLOGICAL SITES

DC2RVA 

Project 

Segment

DHR 

Number Type Recommendation

18 44HE0841 Canal; Nineteenth Century Unevaluated, see forthcoming DC2RVA 

Structures Report

19 44HE1095 Storage Facility; Nineteenth Century Unevaluated; Portion in APE does not 

contribute to Eligibility

 
DCTo 

RICHMOND 

801 E. Main Street, Suite 1000 

Richmond, VA 23219 

SOUTHEAST H/Gf-1 SPEED RAIL 

The Virginia SHPO concurs that the following resource continues to be eligible for or listed on the NRHP, 

as recorded during the DC2RVA/Segments 1 through 20 archaeological study (DHR #2014-0666); 

however the portion of this site within the APE does not contribute to its overall eligibility: 

44CF0680 Fort Darling/Centralia Earthworks (Criteria A and C) 

They further concur that the following resources are potentially eligible for the NRHP; however the 

portions of each site within the APE does not contribute to their overall eligibility: 

44FX2542 

446P8187 

4~SP8468 

King's House Hill (Criterion D) 

fwdge/Po"ible Mill {CFiteFia A aAel Qi 

J.ek!e~'s [81'4:AW8FI( l!AE8MJ!'"'@Fl. 

4"/5Po/f7 ,.,.,I O"//,f A~ 

piA"7t,f! .,,,, ., '11llf ible.. ""~ '"i,..JJ 

1L ~Cif.Je«. 

They also concur that the following resources remain unevaluated as the portions of each site within the 

project APE is minimal, thus not allowing for a full evaluation at this time; however the portion of each 

site in the APE does not contribute to its overall eligibility: 

44AR0037 Multiple Dwelling/Hotel; Late Nineteenth-century 

44AX0028 Canal; Nineteenth Century 

44AX0207 /000-9800-0045 Camp; Late Eighteenth Century 

44FX0453 Domestic Scatter; Twentieth Century 

44FX0561 Lithic Scatter; Indeterminate Prehistoric 

44FX0562 Lithic Scatter; Indeterminate Prehistoric 

44FX2455 Lithics Scatter, Domestic Scatter; Indeterminate Prehistoric, Twentieth Century 

44PW1843/000-9800-0079 Camp; Late Eighteenth Century 

44ST0296 Civil War Camp; Nineteenth Century 

44CE0106 Dwelling/Domestic Scatter; Mid-Eighteenth Century through Twentieth Century 

44CE0626/ 000-9800-0054 Camp; Late Eighteenth Century 

44HE1095 Storage Facility; Nineteenth Century 

Lastly, they concur that the following resources are not eligible for the NRHP: 

44CE0836 

44CE0837 

44CE0838 

Artifact Scatter, Late-Nineteenth Through Early-Twentieth Century 

Artifact Scatter, Late-Nineteenth Through Early-Twentieth Century 

Artifact Scatter, Late-Nineteenth Through Early-Twentieth Century 

$.t~~/ 

Virginia Department of Historic Resources 

Virginia State Historic Preservation Officer 

•DRYJ. ·"' U.S. Department of TransportaHon 

~ Federal Railroad Administration 

Date 

Page4