LD-450 5/12/09
DEPARTMENT OF TRANSPORTATION
DIVISION: MATERIALS
REPORT COVER SHEET
Final Soils Survey 0077-098-754,C501 UPC 103320
January 4, 2017
Insert Report Prepared By: S.M. Mullins, P.E.
VDOT Materials Division Bristol, Va
William Allen Lester, PE. Asst. Bristol District Materials Engineer
VDOT (Division) or Company Name Insert Location, Virginia
Insert Technical Discipline
VDOT (Division) or Company Name Insert Location, Virginia
Insert Technical Discipline
Responsible for Pages 1-42 Responsible for Pages x To xx Responsible for Pages x To xx
Project Description From: Beg. of Exit 80 SB Exit Ramp To: 1.05 Mile North of Beg. Exit 80 SB Exit Ramp Project UPC No.: 103320
Form No. 22-A VIRGINIA DEPARTMENT OF TRANSPORTATION INTEROFFICE MEMORANDUM TO: Tamera Pritchard Bristol, VA ATTN: Ron Flannery FROM: S.M. Mullins, P.E. January 4, 2017 SUBJECT: Soil Survey ROUTE: I-81 Ramp PROJECT: 0077-098-754, C501 PPMS #103320 COUNTY: WYTHE
DESCRIPTION:
I-81 Auxiliary Lane Project Length: 1.05 miles From: Beginning of Exit 80 Southbound exit ramp To: 1.05mi.± North of beginning of Exit 80 Southbound exit ramp
TOPSOIL AND ROOT MAT:
Where encountered, an average of 0.8’± of topsoil and root mat will have to be removed through the project. SOIL TYPES: Soils encountered throughout the project alignment are composed of various shades of red-brown and brown sandy clays, clayey sands, silty sands, and clays, some containing trace amounts of weathered rock fragments. Most soils appear to be fill and areas of what appears to be CBR 30 material we also encountered. ROCK DATA: Some test borings encountered rock during the drilling operation. Depending on the area drilled, either shale or limestone was encountered. Following is a list of borings and elevations where rock was encountered that may need to be addressed during construction concerning rock undercut:
BORING NUMBER ELEVATIONBH-01 2036.6’BH-05 2030.3’BH-06 2027.1’
RW2-05 2030.3’RW2-06 2028.5’
CBR VALUES: The results from the one CBR sample collected is 8.8. Material was taken from BH-10 and BH-12 and combined. These two holes were located in the major cut near the beginning of the job that has now been eliminated. The soils here are typical of what was found in other areas of the project. Soil here A-6(6), Sandy lean Clay COMMERCIAL QUARRY: The nearest commercial quarry is Wythe Stone, approximately 4.7 miles southwest of the project. MATERIALS UNIT WEIGHTS: Asphalt Concrete Surface Asphalt – approximately 110 lb/yd2/in (SM-12.5E) Intermediate Asphalt – approximately 115 lb/yd2/in (IM 19.0E) Base Asphalt – approximately 115 lb/ yd2/in (BM-25.0A)
Crushed Aggregate Aggr. Matl. No. 21-B – approximately 155 lb/ft3 Aggr. Matl. No 1 – approximately 140 lb/ft3
PAVEMENT DESIGN: This design, provided by William Lester, P.E., is to be used on mainline and all connections where pavement is required. (1) Asphalt concrete, Type SM-12.5E @ 220 lb/yd2
(2) Asphalt concrete, Type SM-19.0E @ 230 lb/yd2 (3) Asphalt concrete, Type BM-25.0A @ 8” (4) Aggregate Base Material, Type I, No. 21B @ 12” (5) Aggregate Base Material, Type I, No. 21B @ 2” (Leveling course) (6) Aggregate Base Material, No.1 @ 12” (Stabilization) PAVEMENT THICKNESS: Plans indicate that the only pavement demolition will be that of the shoulders. Pavement thickness appears to be 1’± underlain by 1.2’± of aggregate base rock material. Pavement structure on Rt. 11, E Lee Highway averages 0.6’ surface asphalt underlain by 0.5’ Aggr. Base Matl. MATERIAL IN CUT SECTIONS: The cut sections are to be made for placement of the pavement structure. The materials are variable including sandy clay fill and what appears to be CBR 30 placed during the original construction. Borings indicate rock may be present in some areas.
FILL AREAS: All fills are thin (<1’±) and are to be constructed on existing material or material replaced during construction of the RW-3 wall. The toe of the fill slope should be benched as per the Road and Bridge Standards to provide additional stability. SLOPE RECOMMENDATIONS: Cut slopes: Slopes shown on cross sections appear to be suitable for this project. Fill Slopes: Slopes shown on cross sections appear to be suitable for this project.
SHRINK AND SWELL: From borings, the majority of the material encountered will be soil. Based on this, the overall material should shrink 15%±. UNDERCUT: Borings indicate three sections that possibly have varying amounts of RU-1 that would be associated with the construction. These are:
Sta. 117+00± to 121+50± Sta. 135+50± to 139+50± Sta. 151+00± to 157+81±
Where areas of RU-1 are encountered, this should be backfilled with Aggr. Matl. No. 1 to correspond with the 12” layer at the base of the pavement structure. UNDER DRAINS: As shown on the cross sections, two UD-4 underdrains are to be constructed side by side from the beginning of the job at Sta. 102+50 to Sta. 111+00 where it will outlet into a layer of Aggr. Matl. No. 1. The Aggr. Matl. No. 1 will underlie the wall from Sta. 111+00 to Sta. 114+50 at differing depths leading to a low point at Sta. 112+50 where 2 4” pipes will provide drainage to the existing concrete ditch. See cross sections for information on elevations and thickness of the drainage areas.
MOD. RW-3 WALL: Based on borings the bearing capacity of the material for the wall foundation should be 3000lb/ft2 except at the following areas: Sta. 111+00± to 113+00±. These areas are going to be underlain by Aggr. Matl. No 1 in depths 1.3’ and greater. This should provide the stability needed for placement of the wall. If other areas are encountered that appear unsuitable for placing the wall, then the material should be removed for a depth of 1.5’ and replaced with compacted Aggr. Matl. No. 1 extending 1.5’ behind the wall to provide added stability. SUBSURFACE INFORMATION This soil survey investigation was based on design plans dated 07/01/16. The subsurface information in the soil survey report was obtained with reasonable care and recorded in good faith solely for use by the Department in establishing design controls for the project. The Department has no reason to suspect that such information is not reasonably accurate as an approximate indication of the subsurface conditions at the sites where the borings/soundings were taken. The Department does not in any way warrant or guarantee that such data can be projected as indicative beyond the limits of the borings/soundings; and any such projections by bidders are purely interpretive and altogether speculative. Further, the Department does not in any way guarantee, either expressly or by implication, the sufficiency of the information for bid purposes. Copies of all test reports and logs are included for your information.
Sincerely;
S.M Mullins, P.E. District Materials Eng. Bristol District
Form TL-32MC
Report No.: 51-948 Bristol, VA Date: 7/25/2016
Project: 0077-098-754 Route No.: I-77County: Wythe Sample No.: 1Subm. By: CH PPMS 0
Date Sampled: 7/25/2016 Date Received: 1/0/1900Location: 149-100-15+150Field Description: Red Brown silty - sandy clay Depth: 1'-8'
0ASTM Description: Sandy lean CLAY ( CL )
Particle Size Analysis, VTM-25Sieve % Passing %
-1 1/2" + 1" 100.0 16.6%-1" + 3/4" 100.0 0.0%
-3/4" + 3/8" 100.0-3/8" + #4 99.7-#4 + #10 96.7-#10 + #20 87.1 Total Soil lbs/ft3
-#20 + #40 82.6 -4 Portion 108.6 lbs/ft3
-#40 + #60 77.5-#60 + #80 74.0-#80 #100 72.5
-#100 +#200 71.6 32.8-#200 69.0 22.4
10.4
Soil Classification :AASHTO M 145 A-6(6)ASTM D 2487 CL
Unsoaked
Before Soaking
AfterSoaking
8.817.1 17.1 21.4100.6 100.6 99.3109.4 109.4 107.8
0.918.6
Remarks:0000
Reported by: BSC
% Density% MoistureCBR Value
Plasticity Index
Steven Mullins, P.E.District Materials Engineer
VIRGINIA DEPARTMENT OF TRANSPORTATIONMATERIALS DIVISION
REPORT ON SAMPLE OF SOIL
CBR Data, AASHTO T 193
% Moisture Top Inch
Optimum Moisture, AASHTO T 99
% SwellUnit Weight (lbs/ft3)
Natural Moisture-4 PortionTotal Soil
Max Dry Density, AASHTO T 99
Atterberg Limits, AASHTO T 89, T 90
Plastic LimitLiquid Limit
0.0 / 2,039.0Shoulder aggregate
0.8 / 2,038.2Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
Bottom of hole @ 2036.6'AUGER REFUSED ON SHALE
PAGE 1 OF 1
BH-01
BH-01
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 74
Copyright 2017, Commonwealth of Virginia
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PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2038
2037
DE
PT
H (
ft)
SA
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STATION: 117+50LATITUDE:SURFACE ELEVATION: 2,039.0 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/8/16 - 8/8/16Drilling Method(s): AUGERSPT Method:Other Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
2.4
0.0 / 2,037.5Shoulder aggregate
0.8 / 2,036.7Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.8 / 2,034.7Med.-red/brown, sandy CLAY, moist, very stiff, trace weatheredShale frag. CL
5.0 / 2,032.5Hard, weathered SHALEBottom of hole @ 2032.3'AUGER REFUSED ON SHALE
100 15.3
PAGE 1 OF 1
BH-02
BH-02
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 74
Copyright 2017, Commonwealth of Virginia
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PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2037
2036
2035
2034
2033
2032
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
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QU
ALI
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SIG
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FIELD DATA
ST
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GE
ND
JOIN
TS
STATION: 121+00LATITUDE:SURFACE ELEVATION: 2,037.5 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/8/16 - 8/8/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
8
9
12
2.5
4
5.2
0.0 / 2,027.5Topsoil
0.8 / 2,026.7Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
3.2 / 2,024.3Weathered Limestone3.5 / 2,024.0Dark-brown, silty SAND, dense, moist, trace organics, possibleoriginal ground. SM4.0 / 2,023.5Med.-brown, silty SAND, moist, loose, trace weathered limestonecobbles. SM
Bottom of hole @ 2018.0'
100
67
8.0
44.6
PAGE 1 OF 1
BH-03
BH-03
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 68
Copyright 2017, Commonwealth of Virginia
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1
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5
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7
8
9
10
R O C K
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PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2027
2026
2025
2024
2023
2022
2021
2020
2019
2018
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
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QU
ALI
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DE
SIG
NA
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N
ST
AN
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PE
NE
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BLO
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FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 130+00LATITUDE:SURFACE ELEVATION: 2,027.5 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/5/16 - 8/5/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
8
2
18
3
7
2
2.5
4
8
9.5
0.0 / 2,025.7Shoulder aggregate0.6 / 2,025.1Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.5 / 2,023.2Med.-red/brown, sandy CLAY, firm, moist, trace weathered Shalefrag. CL
7.0 / 2,018.7Dark-red/brown, sandy CLAY, firm, moist, trace weathered Shalefrag. CL
8.3 / 2,017.4Dark-brown, sandy SILT, soft, moist, possible original ground.ML
Bottom of hole @ 2026.2'
67
100
16.8
43.6
PAGE 1 OF 1
BH-04
BH-04
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 71
Copyright 2017, Commonwealth of Virginia
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1
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7
8
9
10
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PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2025
2024
2023
2022
2021
2020
2019
2018
2017
2016
DE
PT
H (
ft)
SA
MP
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RV
AL
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FIELD DATA
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TS
STATION: 133+00LATITUDE:SURFACE ELEVATION: 2,025.7 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/8/16 - 8/8/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
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MO
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ON
TE
NT
(%
)
PLA
ST
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DE
X
PI
5
2
3
1
5
1
2.5
4
8
9.5
0.0 / 2,032.3Shoulder aggregate.0.2 / 2,032.1Topsoil1.0 / 2,031.3Light-brown, silty SAND, dry, dense, with Limestone gravel.SM2.0 / 2,030.3Bottom of hole @ 2030.3'AUGER REFUSED ON ROCKBASE OF CUT
PAGE 1 OF 1
BH-05
BH-05
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 68
Copyright 2017, Commonwealth of Virginia
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2
3
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PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2032
2031
2030
DE
PT
H (
ft)
SA
MP
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RV
AL
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QU
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STATION: 136+00LATITUDE:SURFACE ELEVATION: 2,032.3 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/2/16 - 8/2/16Drilling Method(s): AUGERSPT Method:Other Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
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MO
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UR
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TE
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(%
)
PLA
ST
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X
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2
0.0 / 2,029.6Topsoil
1.0 / 2,028.6Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.5 / 2,027.1Weathered SHALE.
Bottom of hole @ 2025.9'AUGER REFUSED ON SHALE
100 8.9
PAGE 1 OF 1
BH-06
BH-06
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 68
Copyright 2017, Commonwealth of Virginia
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PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2029
2028
2027
2026
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
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QU
ALI
TY
DE
SIG
NA
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N
ST
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PE
NE
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STATION: 139+00LATITUDE:SURFACE ELEVATION: 2,029.6 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/2/16 - 8/2/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
650
2.5
3.3
3.7
0.0 / 2,042.4Shoulder aggregate
1.0 / 2,041.4Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.5 / 2,039.9Med.-red/brown, sandy CLAY, moist, firm, trace weathered Shalefrag. CL
4.0 / 2,038.4Med.-red/brown, sandy CLAY, moist, firm, trace weathered Shalefrag. and cobbles. CL
7.5 / 2,034.9Med.-red/brown, sandy CLAY, moist, firm, trace weathered Shalefrag. CL
Bottom of hole @ 2032.9'
67
100
19.8
17.5
PAGE 1 OF 1
BH-07
BH-07
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 67
Copyright 2017, Commonwealth of Virginia
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7
8
9
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PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2042
2041
2040
2039
2038
2037
2036
2035
2034
2033
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
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QU
ALI
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DE
SIG
NA
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N
ST
AN
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PE
NE
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FIELD DATA
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TS
STATION: 142+00LATITUDE:SURFACE ELEVATION: 2,042.4 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/2/16 - 8/2/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
2
2
2
3
6
4
2.5
4
8
9.5
0.0 / 2,055.9Shoulder aggregate0.5 / 2,055.4Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.5 / 2,053.4Med.-red/brown, sandy CLAY, moist, firm, trace shale frag. CL
8.3 / 2,047.6Dark-brown, silty SAND, moist, firm, trace organic material,appears to be original ground. SM
Bottom of hole @ 2046.4'
80
100
21.4
24.1
PAGE 1 OF 1
BH-08
BH-08
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 67
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
10
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2055
2054
2053
2052
2051
2050
2049
2048
2047
2046
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 145+00LATITUDE:SURFACE ELEVATION: 2,055.9 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/2/16 - 8/2/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
2
2
2
4
6
4
2.5
4
8
9.5
0.0 / 2,069.3Topsoil
1.0 / 2,068.3Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.7 / 2,066.6Med.-red/brown, sandy CLAY, firm, moist, trace weathered shalefrag. CL
6.0 / 2,063.3Hard SHALE layer6.5 / 2,062.8Med.-red/brown, sandy CLAY, soft, moist, trace weathered shalefrag. CL
8.0 / 2,061.3Highly weathered SHALE, moist, soft.
Bottom of hole @ 2059.8'
100
100
20.7
32.9
PAGE 1 OF 1
BH-09
BH-09
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 66
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
10
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2069
2068
2067
2066
2065
2064
2063
2062
2061
2060
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 148+00LATITUDE:SURFACE ELEVATION: 2,069.3 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/2/16 - 8/2/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
2
3
3
3
3
2
2.5
4
8
9.5
69.0
0.0 / 2,080.9Topsoil0.5 / 2,080.4Med.-red/brown, sandy CLAY, dry. CL
7.0 / 2,073.9Light-brown, sandy CLAY, moist, firm. CL
8.0 / 2,072.9Bottom of CBR sample
Bottom of hole @ 2067.6'AUGER REFUSED ON ROCK
100
19.7
34.5
33 10 8.8
PAGE 1 OF 1
BH-10
BH-10
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 60' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 64 CBR from .5' to 8' mixed with BH-12
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
BC
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.0
03:1
/5/1
7:V
DO
T
FIN
ES
CO
NT
EN
T -
#200
(%
)
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
10
11
12
13
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2080
2079
2078
2077
2076
2075
2074
2073
2072
2071
2070
2069
2068
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 149+00LATITUDE:SURFACE ELEVATION: 2,080.9 ft
0077-098-754, C501WYTHE COUNTYCUT 9'
Date(s) Drilled: 7/25/16 - 7/25/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LABORATORY DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
CB
R (
%)
2
4
4
8.5
10
13.2
0.0 / 2,082.5Shoulder aggregate
0.8 / 2,081.7Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.9 / 2,079.6Med.-red/brown, sandy CLAY, dry stiff, trace weathered Shlefrag. SM3.5 / 2,079.0Highly weathered, mod.-soft, light-brown/gray, sily SHALE, dry.
Bottom of hole @ 2073'
100
100
8.8
5.5
PAGE 1 OF 1
BH-11
BH-11
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 20' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 66
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
10
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2082
2081
2080
2079
2078
2077
2076
2075
2074
2073
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 151+00LATITUDE:SURFACE ELEVATION: 2,082.5 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/2/16 - 8/2/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
7
20
10
25
14
43
2.5
4
8
9.5
69.0
0.0 / 2,097.0Topsoil0.5 / 2,096.5Light-brown, silty SAND, dry, loose, trace weatheredshale frag. SM
3.8 / 2,093.2Same, moist, moisture increases with depth. SM
8.8 / 2,088.2Bottom of CBR sample
14.5 / 2,082.5Highly weathered, firm, thin bedded, light-brown andgray SHALE.15.5 / 2,081.5Light-brown, silty SAND, wet, loose, traceweathered shale frag. SM16.4 / 2,080.6Weathered, firm SHALE AUGER REFUSEDBottom of hole @ 2079.6,
100
22.7
35.0
30.8
33 10 8.8
PAGE 1 OF 1
BH-12
BH-12
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 71' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 64 CBR from .5' to 8.8' mixed with BH-10
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
BC
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.0
03:1
/5/1
7:V
DO
T
FIN
ES
CO
NT
EN
T -
#200
(%
)
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)FIRST ENCOUNTERED AT 15.5 ft DEPTH
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2096
2095
2094
2093
2092
2091
2090
2089
2088
2087
2086
2085
2084
2083
2082
2081
2080
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 151+50LATITUDE:SURFACE ELEVATION: 2,097.0 ft
0077-098-754, C501WYTHE COUNTYCUT 15'
Date(s) Drilled: 7/25/16 - 7/25/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LABORATORY DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
CB
R (
%)
11
14
3
8.8
14.5
16
17.4
0.0 / 2,095.8Topsoil0.5 / 2,095.3Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
3.2 / 2,092.6Med.-red/brown, sandy CLAY, trace weathered Limestone frag.,moist, stiff. CL
Bottom of hole @ 2090.8'AUGER REFUSED ON ROCK
80 12.5
PAGE 1 OF 1
BH-13
BH-13
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 20' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 65
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2095
2094
2093
2092
2091
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 154+00LATITUDE:SURFACE ELEVATION: 2,095.8 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/2/16 - 8/2/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
7
6
7
2.5
4
5
0.0 / 2,109.5Shoulder aggregate
1.5 / 2,108.0Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
Bottom of hole @ 2104.5AUGER REFUSED ON LIMESTONE
40 1.2
PAGE 1 OF 1
BH-14
BH-14
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 20' TL C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 66
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2109
2108
2107
2106
2105
2104
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 157+00LATITUDE:SURFACE ELEVATION: 2,109.5 ft
0077-098-754, C501WYTHE COUNTYCUT 3'
Date(s) Drilled: 8/2/16 - 8/2/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
24
28
16
2.5
4
5
0.0 / 2,041.2Asphalt
1.0 / 2,040.2Aggregate
2.2 / 2,039.0Light-brown, silty SAND, dry, dense, with gravel. SM
4.0 / 2,037.2Fill, red/brown, sandy CLAY, dry firm. CL
5.0 / 2,036.2Same, trace Cobbles. CL
9.0 / 2,032.2Weathered SHALEBottom of hole @ 2031.9'SAMPLE REFUSED ON ROCK
100
100
100
11.6
10.1
1.7
PAGE 1 OF 1
RW1-01
RW1-01
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 18' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 79BASE OF WALL @ 2038'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2041
2040
2039
2038
2037
2036
2035
2034
2033
2032
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 107+50LATITUDE:SURFACE ELEVATION: 2,041.2 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/16/16 - 8/16/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
8
11
50
25
12
14
9
1.5
3
4.5
99.3
0.0 / 2,039.5Topsoil
0.8 / 2,038.7Med.-red/brown, sandy CLAY, stiff, moist. CL1.5 / 2,038.0Dark-gray and black, mottled, silty SAND, moist, med. dense,moist, trace organics. SM2.2 / 2,037.3Light-brown, silty SAND, moist, med. dense, trace gravel. SM3.0 / 2,036.5Dark-brown, sandy SILT, moist, soft, trace organics, possibleoriginal ground. ML
Bottom of hole @ 2033.5'AUGER REFUSED ON ROCK
100
100
10.7
19.7
PAGE 1 OF 1
RW1-02
RW1-02
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 77BASE OF WALL @ 2038'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2039
2038
2037
2036
2035
2034
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 108+00LATITUDE:SURFACE ELEVATION: 2,039.5 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/10/16 - 8/10/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
9
7
8
4
7
3
1
2.5
4
6
0.0 / 2,039.0Topsoil
1.0 / 2,038.0Med.-red/brown, sandy CLAY, moist, soft, trace shale frag. CL
2.0 / 2,037.0Med.-brown, sandy CLAY, soft, moist, trace weathered Shalefrag. CL3.0 / 2,036.0Crushed aggregate, appears to be No. 57s.3.5 / 2,035.5Med.-brown, sandy CLAY, firm, moist, trace weathered Shalefrag. CL
7.5 / 2,031.5Dark-gray, sandy SILT, soft, moist, trace organics. ML8.0 / 2,031.0Hard shale.Bottom of hole @ 2030'SAMPLE REFUSED ON ROCK
100
100
14.0
21.2
PAGE 1 OF 1
RW1-03
RW1-03
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 76BASE OF WALL @ 2037'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2038
2037
2036
2035
2034
2033
2032
2031
2030
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 109+00LATITUDE:SURFACE ELEVATION: 2,039.0 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/9/16 - 8/9/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
2
25
50
2
14
2
5
1
2.5
4
9
0.0 / 2,038.5Topsoil
1.0 / 2,037.5Med.-red/brown, sandy CLAY, moist, soft, trace gravel. CL
3.0 / 2,035.5Sandy gravel, appears to be crusher run.3.5 / 2,035.0Med.-red/brown, sandy CLAY, moist, soft, trace gravel. CL
5.0 / 2,033.5Cobbles, posible aggregate.
6.5 / 2,032.0Med.-red/brown, sandy CLAY, moist, soft, trace gravel. CL
8.0 / 2,030.5Shale.Bottom of hole @ 2029.9'SAMPLE REFUSED ON ROCK
33
100
100
18.3
21.2
11.5
PAGE 1 OF 1
RW1-04
RW1-04
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 77BASE OF WALL @ 2036'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)FIRST ENCOUNTERED AT 8.0 ft DEPTH
STABILIZED AT 3.0 ft AFTER 24 HOURS
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2038
2037
2036
2035
2034
2033
2032
2031
2030
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 110+00LATITUDE:SURFACE ELEVATION: 2,038.5 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/10/16 - 8/10/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
3
3
50
2
10
2
13
1
2.5
4
8.58.6
0.0 / 2,038.0Topsoil
1.0 / 2,037.0Med.-red/brown, sandy CLAY, moist, soft. CL
4.0 / 2,034.0Med.-red/brown, sandy CLAY, moist, soft, trace gravel. CL
5.5 / 2,032.5Cobbles.
8.0 / 2,030.0Weathered SHALE
Bottom of hole @ 2028.7'SAMPLE REFUSED ON ROCK
100
100
100
21.3
21.7
16.5
PAGE 1 OF 1
RW1-05
RW1-05
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 78BASE OF WALL @ 2035.5'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)FIRST ENCOUNTERED AT 8.5 ft DEPTH
STABILIZED AT 5.0 ft AFTER 24 HOURS
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2037
2036
2035
2034
2033
2032
2031
2030
2029
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 111+00LATITUDE:SURFACE ELEVATION: 2,038.0 ft
0077-098-754, C501WYTHE COUNTYMAD. RW3 WALL
Date(s) Drilled: 8/10/16 - 8/10/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
1
2
50
2
2
2
2
1.5
3
4.5
99.3
0.0 / 2,038.0Topsoil0.5 / 2,037.5Med.-red/brown, sandy CLAY, moist, soft. CL1.5 / 2,036.5Med.-red/brown, sandy CLAY, moist, soft, trace Shale frag. CL
5.0 / 2,033.0Weathered SHALEBottom of hole @ 2032.8'AUGER REFUSED ON ROCK
100
100
20.9
14.0
PAGE 1 OF 1
RW1-06
RW1-06
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 78BASE OF WALL @ 2035.5'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2037
2036
2035
2034
2033
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 112+00LATITUDE:SURFACE ELEVATION: 2,038.0 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/10/16 - 8/10/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
2
2
7
3
3
5
1.5
3
5.2
0.0 / 2,038.0Topsoil
1.0 / 2,037.0Med.-red/brown, sandy CLAY, moist, soft. CL
3.7 / 2,034.3Mottled, med.-red/brown and med.-brown, sandy CLAY, moist,stiff. CL
9.5 / 2,028.5Fine silty SAND, with angular gravel. Possible pipe bedding.SM
Bottom of hole @ 2026'
100
100
33
67
15.9
20.5
19.0
21.9
PAGE 1 OF 1
RW1-07
RW1-07
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 76BASE OF WALL @ 2035'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
10
11
12
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2037
2036
2035
2034
2033
2032
2031
2030
2029
2028
2027
2026
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 113+00LATITUDE:SURFACE ELEVATION: 2,038.0 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/9/16 - 8/9/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
1
2
5
6
1
1
5
5
1
2
6
2
1
2.5
4
9
10.5
12
0.0 / 2,037.5Topsoil
1.0 / 2,036.5Med.-red/brown, sandy CLAY, moist, soft,trce gravel. CL
2.7 / 2,034.8Light-bray, silty SAND, moist, med.-dense, trace weatheredShale frag. SM3.5 / 2,034.0Highly weathered Shale cobbles.4.0 / 2,033.5Med.-red/brown, sandy CLAY, trace cobbles, moist, firm. CL
6.0 / 2,031.5Med.-brown, sandy CLAY, moist, firm, trace shale frag. CL
8.5 / 2,029.0Weathered SHALE.Bottom of hole @ 2028.6'SAMPLE REFUSED ON ROCK
33
100
100
17.1
5.6
11.8
PAGE 1 OF 1
RW1-08
RW1-08
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 75BASE OF WALL @ 2035.5'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2037
2036
2035
2034
2033
2032
2031
2030
2029
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 114+00LATITUDE:SURFACE ELEVATION: 2,037.5 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/9/16 - 8/9/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
3
12
50
2
12
2
14
1
2.5
4
8.5
8.9
0.0 / 2,037.5Topsoil
1.0 / 2,036.5Med.-red/brown, sandy CLAY, moist, firm. CL
3.4 / 2,034.1Med.-red/brown, sandy CLAY, wet, very stiff, trace aggregate.CLBottom of hole @ 2033.5'
100
100
18.2
23.5
PAGE 1 OF 1
RW1-09
RW1-09
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 78BASE OF WALL @ 2036'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2037
2036
2035
2034
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 114+75LATITUDE:SURFACE ELEVATION: 2,037.5 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/10/16 - 8/10/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
2
2
3
14
2
19
1
2.5
4
0.0 / 2,038.0Topsoil0.5 / 2,037.5Crusher run aggregate1.2 / 2,036.8Sandy gravel
3.5 / 2,034.5Light-brown, silty SAND, moist, med. dense. SM
4.5 / 2,033.5Med.-brown, sandy CLAY, most, firm. CL
7.0 / 2,031.0Mottled, med-brown, med-red/brown, and black, sandy CLAY,moist, firm, pockets of wet soft material. CL
Bottom of hole @ 2028'
33
0
100
9.3
20.5
PAGE 1 OF 1
RW1-10
RW1-10
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 75BASE OF WALL @ 2036'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
10
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2037
2036
2035
2034
2033
2032
2031
2030
2029
2028
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 115+00LATITUDE:SURFACE ELEVATION: 2,038.0 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/9/16 - 8/9/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
4
6
3
2
11
2
11
13
3
0.5
2
3.5
8.5
10
0.0 / 2,038.0Topsoil
0.8 / 2,037.2Light-brown, silty SAND, moist, med.-dense. SM
2.7 / 2,035.3Med.-gray, silty SAND, soft, moist, trace organics. SM
4.5 / 2,033.5Med.-brown, sandy CLAY, moist, firm. CL
7.5 / 2,030.5Mottled, med-brown and dark gray, sandy CLAY, moist, firm.CL
Bottom of hole @ 2029'
100
100
100
21.9
21.1
19.8
PAGE 1 OF 1
RW1-11
RW1-11
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 74BASE OF WALL @ 2036.5'
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2037
2036
2035
2034
2033
2032
2031
2030
2029
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 115+50LATITUDE:SURFACE ELEVATION: 2,038.0 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/9/16 - 8/9/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
8
4
3
3
3
4
4
4
4
2.5
4
5.5
7.5
9
0.0 / 2,041.0Aggregate
1.2 / 2,039.8Med.-red/brown, sandy CLAY, contains Gravel
Bottom of sounding @ 2038.9'
PAGE 1 OF 1
RW1-S1
RW1-S1
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 23' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: SOUNDING ROD.BOOK 21, PAGE 79BASE OF WALL @ 2038'
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2040
2039
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 107+50LATITUDE:SURFACE ELEVATION: 2,041.0 ft
0077-098-754, C501WYTHE COUNTYMOD. RW3 WALL
Date(s) Drilled: 8/16/16 - 8/16/16Drilling Method(s): SOUNDINGSPT Method:Other Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
2.1
0.0 / 2,037.0Shoulder aggregate0.5 / 2,036.5Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.0 / 2,035.0Med.-red/brown, sandy CLAY, moist, very stiff, trace weatheredshale frag. CL
6.5 / 2,030.5Weathered, hard SHALE
Bottom of hole @ 2028'AUGER REFUSED ON SHALE
100
100
100
4.2
15.3
7.6
PAGE 1 OF 1
RW2-01
RW2-01
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 73BASE OF WALL @ 2035'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2036
2035
2034
2033
2032
2031
2030
2029
2028
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 122+00LATITUDE:SURFACE ELEVATION: 2,037.0 ft
0077-098-754, C501WYTHE COUNTYRW3 WALL
Date(s) Drilled: 8/8/16 - 8/8/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
8
10
15
12
13
11
11
20
8
1.5
3
5
6.5
9
0.0 / 2,036.0Shoulder aggregate0.5 / 2,035.5Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.0 / 2,034.0Med.-red/brown, sandy CLAY, moist, firm, trace weathered Shalefrag. CL
5.2 / 2,030.8Highly weathered med.-brown/gray SHALE
Bottom of hole @ 2028.8'AUGER REFUSED ON SHALE
100
100
100
4.4
24.8
9.1
PAGE 1 OF 1
RW2-02
RW2-02
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 73BASE OF WALL @ 2033.7'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2035
2034
2033
2032
2031
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 123+00LATITUDE:SURFACE ELEVATION: 2,036.0 ft
0077-098-754, C501WYTHE COUNTYRW3 WALL
Date(s) Drilled: 8/8/16 - 8/8/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
5
10
12
10
3
10
11
4
25
1.5
3
5
6.5
7.2
0.0 / 2,035.0Shoulder aggregate.0.3 / 2,034.7Dark-brown, sandy SILT. ML0.5 / 2,034.5Light-brown, silty SAND, dry, dense, with Limestone gravel.SM1.7 / 2,033.3Same, dark-brown/gray. SM2.3 / 2,032.7Med.-red/brown, sandy CLAY, moist, hard. CL
5.5 / 2,029.5Highly weathered, med.-brown/gray SHALE
Bottom of hole @ 2028.5'SAMPLE REFUSED ON SHALE
100
100
100
5.8
14.4
12.9
PAGE 1 OF 1
RW2-03
RW2-03
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 72BASE OF WALL @ 2033'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
6
7
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2034
2033
2032
2031
2030
2029
2028
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 124+00LATITUDE:SURFACE ELEVATION: 2,035.0 ft
0077-098-754, C501WYTHE COUNTYRW3 WALL
Date(s) Drilled: 8/8/16 - 8/8/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
2
7
3
6
14
25
6
25
50
1.5
3
5
6.46.5
0.0 / 2,034.0Topsoil0.6 / 2,033.4Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.2 / 2,031.8Med.-brown, sandy CLAY, moist, stiff, trace weathered Shalefrag. CL
5.0 / 2,029.0Highly weathered SHALEBottom of hole @ 2028.7'SAMPLE REFUSED ON SHALE
100
100
100
4.6
16.9
3.7
PAGE 1 OF 1
RW2-04
RW2-04
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 72BASE OF WALL @ 2032.3'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
5
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2033
2032
2031
2030
2029
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 125+00LATITUDE:SURFACE ELEVATION: 2,034.0 ft
0077-098-754, C501WYTHE COUNTYRW3 WALL
Date(s) Drilled: 8/8/16 - 8/8/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
4
9
50
8
6
10
5
1.5
3
55.3
0.0 / 2,033.0Topsoil0.5 / 2,032.5Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
2.0 / 2,031.0Med.-red/brown, sandy CLAY, stiff, moist, trace weathered Shalefrag. CL2.7 / 2,030.3Highly weathered, hard, light-gray SHALE
Bottom of hole @ 2028.6'AUGER REFUSED ON SHALE
100
100
7.9
14.3
PAGE 1 OF 1
RW2-05
RW2-05
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 71BASE OF WALL @ 2031'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2032
2031
2030
2029
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 126+00LATITUDE:SURFACE ELEVATION: 2,033.0 ft
0077-098-754, C501WYTHE COUNTYRW3 WALL
Date(s) Drilled: 8/5/16 - 8/8/16Drilling Method(s): 8/8/16SPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
10
12
12
14
14
25
1.5
3
4.4
0.0 / 2,032.0Shoulder aggregate.0.5 / 2,031.5Light-brown, silty SAND, dry, dense, with Limestone gravel.SM
3.5 / 2,028.5Highly weathered Limestone.Bottom of hole @ 2028.9'
80
62
6.6
15.9
PAGE 1 OF 1
RW2-06
RW2-06
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 71BASE OF WALL @ 2030'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)NOT ENCOUNTERED DURING DRILLING
DIP °
ST
RA
TA
1
2
3
4
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2031
2030
2029
2028
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 127+00LATITUDE:SURFACE ELEVATION: 2,032.0 ft
0077-098-754, C501WYTHE COUNTYRW3 WALL
Date(s) Drilled: 8/8/16 - 8/8/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
12
38
13
50
13
0.5
2
3.33.6
0.0 / 2,030.0Topsoil
0.8 / 2,029.2Light-brown, silty SAND, dry, dense, with Limestone gravel.SM1.5 / 2,028.5Med.-red/brown sandy CLAY, moist, firm. CL
3.0 / 2,027.0Med.-red/brown sandy CLAY, wet, soft, trace Limestone cobbles.CL
8.0 / 2,022.0Light-brown, silty SAND, wet, soft, NO RETURN TO 2015.5'.SM
14.7 / 2,015.3Weathered Limestone.Bottom of hole @ 2015.1'AUGER REFUSED ON ROCK
100
100
0
100
10.1
20.9
19.3
PAGE 1 OF 1
RW2-07
RW2-07
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1OFFSET: 22' LT C/LLONGITUDE:COORD. DATUM:
REMARKS: Rig Type: CME-550.BOOK 21, PAGE 69BASE OF WALL @ 2028.5'±
Copyright 2017, Commonwealth of Virginia
SP
T_L
OG
:I_77
AU
XLA
NE
WY
TH
E.G
PJ:
SP
T7.
GD
T:g
INT
_ver
sion
8.3
0.00
3:1
/5/1
7:V
DO
T
SO
IL R
EC
OV
ER
Y (
%)
CO
RE
RE
CO
VE
RY
(%
)FIRST ENCOUNTERED AT 3.0 ft DEPTH
STABILIZED AT 3.0 ft AFTER 72 HOURS
DIP °
ST
RA
TA
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
R O C K
SA
MP
LE L
EG
EN
D
S O I L
PROJECT #:LOCATION:STRUCTURE:
ELE
VA
TIO
N (
ft)
2029
2028
2027
2026
2025
2024
2023
2022
2021
2020
2019
2018
2017
2016
2015
DE
PT
H (
ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALI
TY
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
AT
ION
TE
ST
HA
MM
ER
BLO
WS
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
STATION: 128+00LATITUDE:SURFACE ELEVATION: 2,030.0 ft
0077-098-754, C501WYTHE COUNTYRW3 WALL
Date(s) Drilled: 8/5/16 - 8/5/16Drilling Method(s): AUGERSPT Method: Automatic HammerOther Test(s):Driller: JWALogger: CSH
LAB DATA
LL
LIQ
UID
LIM
IT
MO
IST
UR
E C
ON
TE
NT
(%
)
PLA
ST
ICIT
Y IN
DE
X
PI
3
1
1
50
8
2
2
15
5
2
1.5
3
8
9.5
14.5
14.9
3
3
Matc
h Lin
e Sta. 112
+00 I-81
Const. B
See Sheet 4
L
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
PI = 106+17.96
T = 375.38'
L = 749.36'
R = 5,000.00'
102+42.58PC =
PT = 109+91.93
1
Telephone: 804-524-6111
Contact: M. Cassidy
Colonial Heights, Virginia 23834
P.O. Box 3402
Virginia Department of Transportation
Traffic Control:
Telephone: 540-745-2111
Floyd, VA 24091
220 Webbs Mill Road North
Citizens Cablevision Cooperative
Cable:
Telephone: 276-637-4544
Contact: Don Crisp
Wytheville, VA 24382
340 South Sixth Street
Wythe County Water And Sewer Department
Water/Sewer:
Telephone: 540-745-2111
Floyd, VA 24091
220 Webbs Mill Road North
Citizens Telephone Cooperative:
Telephone: 434-971-1290
Charlottesville, VA 22903
417 West Main Street
Century Link
Telephone/Fiber Optic:
Telephone: 713-627-5400
Houston, TX 77056
5400 Westheimer Court
(Spectra Energy Partners, LP)
East Tennessee Natural Gas:
Gas:
Telephone: 800-956-4237
Roanoke, VA 24011
40 Franklin Road Southwest
Appalachian Power
Electric:
Utility Owners:
LEGEND
Denotes Shoulder Demolition
Denotes Proposed Pavement
Denotes Construction Limits in Cut
F Denotes Construction Limits in Fill
C
Denotes Poposed Pavement Mill & Overlay
DESIGN SPEED =
E =2% (ME)
Lr = 64'
Lt = 64'
P.A.C. PLANSDECEMBER 2016
Pavement MarkingSigning and
Drainage Descriptions
RW-3 Details
ControlErosion & Sediment
Mainline Profile
8(03)
2C
2B(1)-2B(5)
1F(10)1F(2),
3A
Curve MAINLINE1
40 MPH *
* Design Waiver has been provided to the Department.
I-81I-77/
Ron Flanary (276) 696-3252 (Bristol)
Howard Spence (757) 549-5388 (Woolpert)
Ginny England (804) 323-9900 (JMT)
Johnson, Mirmiran & Thompson (804) 323-9900
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
m103320003.dgn
Plotted By: england12:02:18 PM
m103320003.dgn
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED BY
DESIGNED BY
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
By Resolution of Commonwealth Transportation
Board dated October 4, 1956LIMITED ACCESS HIGHWAY
0
SCALE
50' 100'0077-098-754
PE-101, C-501
0077-098-754
(a)(c)(e)
(b)(d)(f)
Inv.
Outf
all F
ES
= 2032.14
Inv.
Out (c) =
2033.0
1
In Pl. 2
4"
Conc. Pip
e
Inv. In (b) =
2033.2
7
In Pl. 18"
Conc. Pip
e
Inv. In (a) =
2033.3
5
Rim
= 2042.4
3
In Pl. S
SM
H
(a) (b)
(c)In
v.
Out
= 2036.6
1
In Pl. 18"
Conc. Pip
e
Inv. In =
2037.17
In Pl. 18"
Conc. Pip
e
Rim
= 2043.6
9
In Pl. S
SM
H
(a)
(b)
(c)
Inv.
Out (c) =
2035.4
3In Pl. 18"
Conc. Pip
eIn
v. In (b) =
2035.5
0In Pl. 15"
Conc. Pip
eIn
v. In (a) =
2035.4
4Rim
= 2042.8
8In Pl. DI
AD
AE
AF
AG
AH
BR
BS
BV
East Lee Highway
1 St. Mtl. Bldg.Metal Canopy Over Conc.
Canopy
#2756
1 St. Bl. &
Fr.
Bld
g.
Canopy
Truck Scales
Conc.Conc.
Metal
Blocks (Typ.)
Moveable Conc.
Gravel
Gravel
Gravel
Gravel
Crusher Ru
n Berm
Grass
Conc.
Gravel#2740
1 St. Fr. Bld
g.
Grass
6' CLF
w/
BW
6' CLF w/
BW
Tank
Propane
Conc.
Asphalt
Asphalt
AsphaltBroken
AsphaltBroken
Conc.
Conc.
Conc.
Sign
Bushes 6' CLF w/BW
6'
CLF
w/
BW
GrassGrass
0.5' Curb
0.5' Curb
0.5' Curb
6' CLF
w/BW
Gate
Gate
(Abandone
d)Barn
1 St. WoodenShell
Camper
Sign
Sign
Trees
Mixed
6" Hardwood Sign
Sign
SignSig
n
Wood Stru
cturew/
Dilapidate
dConc. Fou
ndation
4" Peca
n
Mixed Ha
rdwoods &
Brush
Conc. Ditch
Sig
n
0.5' Curb
Conc. Ditch
Conc. Ditch
Conc. Ditch
Asphalt Shoulder
Asphalt
Asphalt Shoulder
Asphalt
Asphalt
Asphalt Shoulder
Asphalt Shoulder
Sign
Asphalt Shou
lder
Bush (5)
Bush (2)Bush
Brush
Bush 10" Locust (2)
Jersey Barr
ier
Guardrail
Guardr
ail
Overhead Sign #8
0-5L
Guardrail
2.5' C&G
14"
Bla
ck
Waln
ut
12"
Bla
ck
Waln
ut
Bush
Briars
Guardrail
Brush
Brush
6' CLF
Jersey Barrier
Gravel
Gravel
Gravel
Gravel
Gravel
No Visible Address
1 St. Metal Bldg.
Barbwire Fence
Ramp
10" Locust
Truck T
railer
Gravel
Gravel
10" Locust
10" Locust
Conc.
6' CLF w/BW
Post
Sign
Asphalt
Brush
Broken Asphalt
Guardrail
Guardrail
Guardrail
Guardrail
I-81 NBL
135
140
145
C.B. W
all
146.9
5'
+70.3
2
81.59'
+44.7
4I. P. I. P.
151 DR 1-3Existing R/W Project
Within F
ence A
rea
Note:
Hazar
dous M
aterial
R/
W
Mon.
4'
Woven
Wire Fence
4' Wove
n Wire
Fence
Brush
Wet Area
Wet Area
Wet Area
Wet Area
Wet Area
Sign "MM 80.
4"
Sign "MM 80. 5"
146.9
5'
+70.3
2
81.59'
+44.7
4I. P. I. P.
L6
L5
L4
L3
L2
L1Field Evid
ence Found
No Description
Or
Per Tax
Map Records
Boundary Lin
e Shown
(N18°4
7'17"W 14
0.6')
(N69°10'18"
E 38
3')
(S85°10'51"E 205.67')
(S04°14'3
2"E 253.14')
PL
PL
PLPLPL
PL
PL
PL
PL
146.9
5'
+70.3
2
81.59'
+44.7
4I. P. I. P.
S
S
(b)
(c)
(a)
(b)
(c)
(a)
(b)
(c)
(a)
(b)
(c)
S
S
S
S
S
S
S S
AH
AI
AJ
AK
AL
AM AN
AO
AP
AQ
Wires (3)
Guy
PP #3
PP No#
Wire
Guy
WV
PP #638
Guy Wire
WV (2)SCO
PP #5
PP #4
LP #635-4
71
LP #635-B3-446
LP #635-B
3-4
49
PP #638-139
LP #638-B
3-4
43
PP
No# w/
Meter
Guy
Wire (3)
LP
LP #638-140-6
5Guy
Wire
LP
FHWV
LP #635-B
3-4
47
PP #U
TS 8
PP No#
T
Elec. Meter
WM (2)
TC
WM (2)
LP #635-B
3-4
48
WV (2)
WV
WVWires (3)
Guy
PP #3
PP No#
Wire
Guy
PP #638
Guy Wire
PP #5
PP #4
LP #635-4
71
LP #635-B3-446
LP #635-B
3-4
49
PP #638-139
LP #638-B
3-4
43
PP
No# w/
Meter
Guy
Wire (3)
LP
LP #638-140-6
5Guy
Wire
LP
FH
LP #63
5-B
3-447
PP #U
TS 8
PP No#
ST
A. 107+2
5
L
1
EXIST. R/W
TIE TO EXIST. PAVEMENT
PROP. 10' PAVED SHOULDER
12'
L
I-81 SBL
I-81 NBL
E. LEE HWY.
SURVEY TRAVERSE LINE
CONNECT TO EXIST. GUARDRAIL
ST'D. MB-3 REQ'D.
REMOVE EXIST. GUARDRAIL
ST
A. 103
+50
EXIST. R/W
BEGIN CONSTRUCTIONBEGIN PROJECT 0077-098-754, PE101, C501
STA. 102+00.00 I-77/I-8
1 CONSTR. B
I-77/I-81 CONSTR. B
S&B ST'D BPB-3 SERIES REQ'D.MOD. ST'D. RW-3 AND
BE
GIN
ME
DIA
N
BA
RRIE
R
ST'D. M
B-3
EN
D
GU
AR
DR
AIL S
T'D. G
R-2
CO
NC
RE
TE
PA
RAP
ET
AN
D
S&
B
ST'D. B
PB-3
SE
RIE
SB
EGIN
RE
TAININ
G
WA
LL
MO
D. S
T'D. R
W-3
EN
D
ME
DIA
N
BA
RRIE
R
ST'D. M
B-3
ST'D. GR-FOA-4 REQ'D.
PO
T10
0+0
0.0
0
101
102
PC10
2+4
2.5
8
103
104 10
5 106 10
7 108
109
PT10
9+9
1.93
110 111
ST'D. GR-2 REQ'D.
Instrument # 20110001786
Tax Map# 44-51A
GO-GO, LLC
AGNES C. DAVIS
D. B. 275 Pg. 361
Tax Map# 44-5
E
AGNES C. DAVIS
D. B. 275 Pg. 361
Tax Map# 44-51
CF
C
CF
C
RW-3 AUGER LOCATION
RW-3 SOUNDING LOCATION
RW1-01
RW1-S1
RW1-01
RW1-02
RW1-03
RW1-04
RW1-05
RW1-06
RW1-S1
Matc
h Lin
e Sta. 112
+00 I-81
Const. B
See Sheet 3
L
Matc
h Lin
e Sta. 124+0
0 I-81
Const. B
See Sheet 5
L
4
4
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
PI = 123+44.02
T = 432.17'
L = 862.57'
R = 5,500.00'
119+11.85PC =
PT = 127+74.42
2
LEGEND
Denotes Shoulder Demolition
Denotes Proposed Pavement
Denotes Construction Limits in Cut
F Denotes Construction Limits in Fill
C
Denotes Poposed Pavement Mill & Overlay
DESIGN SPEED =
EMAX =4.3%
70 MPH
Lr = 136'
Lt = 64'
P.A.C. PLANSDECEMBER 2016
Pavement MarkingSigning and
Drainage Descriptions
RW-3 Details
ControlErosion & Sediment
Mainline Profile
8(04)
2C
2B(1)-2B(5)
1F(11)1F(3),
4A
Curve MAINLINE2
I-81I-77/
Ron Flanary (276) 696-3252 (Bristol)
Howard Spence (757) 549-5388 (Woolpert)
Ginny England (804) 323-9900 (JMT)
Johnson, Mirmiran & Thompson (804) 323-9900
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
m103320004.dgn
Plotted By: england12:03:19 PM
m103320004.dgn
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED BY
DESIGNED BY
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
By Resolution of Commonwealth Transportation
Board dated October 4, 1956LIMITED ACCESS HIGHWAY
0
SCALE
50' 100'0077-098-754
PE-101, C-501
0077-098-754
S
(a)
(b)
(c)
S
S
AR
AS
PP #638-4
61
PP
No#
LP
LP
LP
Guy
Wire (2)
Guy
Wire (2)
Vault
Water
Guy
Wire (2)
PP #638-2
18
LP
PP #638-4
5
PP #63
8-46
PP #638-146
PP #638-147
PP #638-2
71
Guy
Wire
Guy
Wire
PP
No#
PP #638-2
73
No #
Camera
Traffic
VDOT
Guy Wire (2)
AT
(a)
(b)
(c)S
MH
Marker
MH
Marker
W
T
Guy Wire
WM
H
Tel. P
ed.
No #
EOI
TC
(QLC)
(QLC)
WM
WV (3)
EOI
Traf. HH
(Unable
To Loca
te Line)
Gas Meter
PP #638-4
61
PP
No#
LP
LP
LP
Guy
Wire (2)
Guy
Wire (2)
Vault
Water
Guy
Wire (2)
PP #638-2
18
LP
PP #638-4
5
PP #63
8-46
PP #638-146
PP #638-147
PP #638-2
71
Guy
Wire
Guy
Wire
PP
No#
PP #638-2
73
Guy Wire (2)
LP
Camera No #
VDOT Traffic
Inv. O
ut = 2043.60
Inv. In
= 2045.11
In Pl. 12" C
MP
(a)
(b)
(c)
(d)
(a)
(b)
(c)
(d)
Inv. = 2
049.25
In Pl. 18
" Conc. Pip
e
In Pl. E
ndwall
Inv. = 2
043.23
In Pl. 12" Plastic Pipe
Inv. O
ut = 2040.13
In Pl. 18" Conc. Pipe
Inv. In
= 2040.54
Rim = 2044.25
In Pl. DI
(a)
(b)(c)
Inv.
Out = 2
026.6
2
Inv. In =
2028.7
6
In Pl. 6' x 6'
Box
Culvert
AI
AJ
AK
ALAM
AN
AO
BO
BP
BQ
BT
BU
Sign
Bush
BrushGuardrail
Sign
BrushBrush BrushBrush
Brush
Brush
10" Pin
e
12"
Bla
ck
Waln
ut
14" Pin
e
4"
Cedar
6' CLF
Asphalt Shoulder
Asphalt
Asphalt ShoulderAsphalt Shoulder
Asphalt
Asphalt Shoulder
Retaining Jersey Wall
Pasture
Scattered Trees, Bushes & Brush
Bush
Asphalt
6' CLF
#2866
1 St. Metal Bldg.
3' CLF
6' CLF
12" Locust
12" Locust
8"
Cedar
Sign
Sign
Gravel
8"
Cedar
10" Locust
24"
Willo
w
Guardrail
Bush
Sig
n
BrushBrush
12" Black Walnut
Bush
8" Cedar
4"
Cedar
4" Hardwood
Asphalt
3'
CLF
Retainin
g
Wall
Brush
Ditch
Conc.
Riprap
Asphalt
Shrubs
Shrubs
Shrubs Shrubs
Shrubs
Shrubs
6" Maple2.0' C&G
2.0' C&G
2.0' C&G
2.0' C&G
2.0'
C&
G
2.0' C&G
2.0' C&GBollards
Boulder
Bould
er
Rock Rock
Bollard Conc.
Conc.
Conc.
Conc.
Bould
ers
Sign
Boulder
Riprap
Jersey Barrier
36" Elm
36" Elm
Riprap
Bould
er
Bould
er
Riprap
Riprap
Sig
n
Sig
n
Sign
Sig
n
Retaining Wall
Boulder
Riprap
Riprap
GuardrailSign
Guardrail
Sign
Riprap
Jersey Barrier
I-81 NBL
I-81 SBL
Scattered Trees, Bushes & Brush
Brush
Brush
150
155
=
02°4
3'3
2"
Rt.
PI 15
5+0
6.2
4
8"
Cedar
East Lee Highway
Riprap
Inv. Out = 2030.91
In Pl. 18" CMP
Inv. In = 2036.06
In Pl. 18" CPP
In Pl. Endwall
Inv.
Out = 2
032.2
2
Inv. In =
2034.0
6
In Pl. 18"
CM
P
Inv. =
2037.7
0
Location
Of
Upstr
ea
m
Pip
e
Unable To Deter
min
e
In Pl. 2
4"
Conc. Pip
e
4' Woven Wire
4' Woven Wire
115.8
2'
+97.6
3
Existing R/
W Project 0
081-098-101,R
W202
89.8
0'
95.5
5'
+67.7
0
I. P.
0081-098-101,RW204
Existing R/W Project
R/
W
Mon.
R/
W
Mon.
R/
W
Mon.
4'
Woven
Wire Fence
4'
Woven
Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
(a)
(b)
Box
Culvert
Note: Pip
e Is East
Of
Inv.
Out (b) =
2025.5
7
Inv. In (a) =
2026.0
5
In Pl. 9
6"
Conc. Pip
e
In Pl. E
nd
wall
(c)
(d)
Inv.
Out (d) =
2025.8
6 (C
alc.)
Inv. In (c) =
2025.9
7 (C
alc.)
Sedim
ent
&
Rock
Str
ucture is Full Of
In Pl. 8' x 8'
Box
Culvert
Wet Area
1
Sign "MM 80. 7"
Sign "MM 80. 6"
89.8
0'
I. P.
N00°5
6'0
1"W
L11
L13
L12
I. P.
69.8
4'
+30.5
5
(N00°3
7'3
0"E 330.0
5')
(N89°21'10"E 160')
(S00°3
8'3
0"E 250')
(N00°3
8'3
0"W 284.2')
(S87°40'01"E 345.37')
(S86°24'18"E 153.47')
PL
PL
PL
PL
PL
PL
PL
89.8
0'
I. P.
Outfall#1
4-1
4-4
4-2
4-5
4-7
4-34-6
ST
A. 114
+75
12'
PROP. 10' PAVED SHOULDER
2
12'
L
EXIST. R/W
EXIST. R/W
E. LEE HWY.
I-81 SBL
I-81 NBL
SURVEY TRAVERSE LINE
REMOVE EXIST. GUARDRAILI-77/I-81 CONSTR. B
CONCRETE PARAPETAND S&B ST'D. BPB-3 SERIESMOD. ST'D. RW-3 REQ'D.
BE
GIN
ME
DIA
N
BA
RRIE
R
ST
D. M
B-3
CO
NC
RE
TE
PA
RAP
ET
AN
D
S&
B
ST'D. B
PB-3
SE
RIE
S
EN
D
RE
TAININ
G
WA
LL
MO
D. S
T'D. R
W-3
ST'D. MB-3 REQ'D.
ST'D. GR-FOA-4 REQ'D.
END STA. 115+33BEGIN STA. 114+75ST'D. MC-3 REQ'D.
113
114
115
116
117
118
119
PC119+11.85
120
121
122
123
Instrument # 20050005275Tax Map# 44-52B
SPEEDCO, INC.
D. B. 277 Pg. 270Tax Map# 44-52C
JOSEPH E. DAVIS
JOSEPH E. DAVIS
D. B. 277 Pg. 270Tax Map# 44-52
FCF C
FC
FC
AUGER LOCATION
RW-3 AUGER LOCATION
CONSTRUCTED FOR WALL NOT TO BE AUGER LOCATION DRILLED
BH-01
BH-01BH-02
RW1-11
RW1-10
RW1-09
RW1-08RW1-07RW1-06
RW1-06
RW2-01
RW2-01
RW2-02
RW2-03
Matc
h Lin
e Sta. 124+0
0 I-81
Const. B
See Sheet 4
L
Matc
h Lin
e Sta. 136+0
0 I-81
Const. B
See Sheet 6
L
5
5
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
PI = 123+44.02
T = 432.17'
L = 862.57'
R = 5,500.00'
119+11.85PC =
PT = 127+74.42
2
PI = 140+25.27
T = 900.91'
L = 1,778.32'
R = 4,500.00'
131+24.36PC =
PCC =149+02.68
3
LEGEND
Denotes Shoulder Demolition
Denotes Proposed Pavement
Denotes Construction Limits in Cut
F Denotes Construction Limits in Fill
C
Denotes Poposed Pavement Mill & Overlay
DESIGN SPEED =
EMAX =4.3%
75 MPH
DESIGN SPEED =
EMAX =5.1%
75 MPH
Lr = 136'
Lr = 162'
Lt = 64'
Lt = 64'
P.A.C. PLANSDECEMBER 2016
Pavement MarkingSigning and
Drainage Descriptions
ControlErosion & Sediment
Mainline Profile
8(05)
2C
1F(12)1F(4),
5A
Curve MAINLINE
Curve MAINLINE3
(a)
(b)
(c)In
v.
Out (d) =
2016.8
2
Inv.
Out (c) =
2017.0
0
Inv. In (b) =
2018.4
5
Inv. In (a) =
2018.5
2
In Pl. D
bl. 6' x 6' Box
Culvert
(a)(b)
(c)
(d)
Inv.
Out = 2
017.2
4
Inv. In =
2018.5
0
In Pl. 7
2" Conc. Pip
e
Inv.
Out = 2
030.6
4
Inv. In =
2031.73
In Pl. 15" C
MP
AP
AQ
AR
AS
AT
Gravel
Guardrail
Guardrail
Asphalt Shoulder
Asphalt
Asphalt ShoulderAsphalt Shoulder
Asphalt
Asphalt Shoulder
Asphalt
Asphalt
Guardrail
Jersey Barrier
I-81 NBL
I-81 SBL
Sign
Overhead Sig
n
Brush
Mixed Hardwoods
Conc. Ditch Conc. DitchConc. Ditch
Mixed Hardwoods, Cedars, & Brush
24" Oak
Scattered Trees & Bushes
Sapling
Sapling
SaplingSapling
4" Cedar
4" Cedar
15" Cedar
Bush
Bush
Mixed
Hardwoo
ds &
Brush
Gate Post (2)
&
Cedars
Mix
ed
Hard
woods
Sig
n
Billb
oard
Old
Wood
Soil/Gravel
Mixed Hardwoods
Hard
woods
Small
Sign
Soil/Grav
el
N 88° 14' 00" E
160
165
& Cedars
Mixed Hardwoods
Mixed Trees & Brush
Mixed Trees & Brush
Mixed Trees & Br
ush
In Pl. E
nd
wall
Inv.
Out = 2
022.2
7
Inv. In =
2026.3
5
In Pl. 2
4" C
MP
In Pl. E
nd
wall
In Pl. E
nd
wall
Inv.
Out = 2
035.7
0
Inv. In =
2038.17
In Pl. 15" CP
P
(d)
Inv.
Outf
all = 2
014.5
0In
v.
Out
= 2015.15
In Pl. 2
4" C
MP
Rim
= 2018.0
9In Pl. DI
128.8
7'
+84.2
2
129.6
2'
+82.7
0
207.3
4'
+78.3
2
167.15'
+76.7
3
143.11'
+74.4
5
161.43'
+30.0
3
281.23'
+68.19
0081-098-101,RW202
Existing R/W Project
R/
W
Mon.
R/
W
Mon.
R/
W
Mon.
R/
W
Mon.
R/
W
Mon.
R/
W
Mon.
R/
W
Mon.
Gravel
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4'
Woven
Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4'
Wood Fence
4' Woven Wire Fence
Sign "MM 80. 8"
Sign "MM 80. 9"
I. P.
160.8
3'
+01.80
(N83°42'12"E 327.31')
(S74°19'07"E 98.69')
(S00°0
4'0
3"W 207.6
6')
PL
PL
PL
PL
PL
Inv.
Out = 2
024.5
0
In Pl. 18" P
VC Pip
e
Inv. In =
2024.4
7
Rim
= 2029.5
3
In Pl. S
MH
(a)
(b)
(c)
Not
Found
Downstrea
m
Str
ucture
Inv.
Out = 2
013.9
8
In Pl. 18" P
VC Pip
e
Inv. In =
2014.0
1
Rim
= 2028.15
In Pl. S
MH
Inv.
Out = 2
029.0
7
In Pl. 8
" P
VC Pip
e
Inv. In =
2029.0
9
In Pl. 8
" P
VC Pip
e
Rim
= 2039.8
7
In Pl. S
MH
Inv.
Out = 2
027.2
3
In Pl. 8
" P
VC Pip
e
Inv. In =
2027.2
5
Rim
= 2035.8
9
In Pl. S
MH
S
S
S
S
S
S
PP #638-148
Guy Wire
PP #638-149
PP
No #
PP #12
PP #13
PP
No # w/
Meter
PP #638
D-151
PP #638C-150
Guy Wire
FH
Guy
Wire
Tel. P
ed.
F.O.
Witness Post
PP
No #
PP #14
Guy Wire
Tel. Witness Post
PP #638-4
1
PP #U
T 15
Inv.
Out (c) =
2024.7
1
In Pl. 18" P
VC Pip
e
Inv. In (b) =
2024.6
7
Not
Found
Previo
us Str
ucture
In Pl. 8
" P
VC Pip
e
Inv. In (a) =
2023.7
4
Rim
= 2030.17
In Pl. S
MH
S
T
MH
Marker
WV
Guy
Wire
PP #638-148
Guy Wire
PP #638-149
PP
No #
PP #12
PP #13
PP
No # w/
Meter
PP #638
D-151
PP #638C-150
Guy Wire
FH
Guy
Wire
Tel. P
ed.
F.O.
Witness Post
PP
No #
PP #14
Guy Wire
Tel. Witness Post
PP #638-4
1
PP #U
T 15
T
I-81I-77/
Ron Flanary (276) 696-3252 (Bristol)
Howard Spence (757) 549-5388 (Woolpert)
Ginny England (804) 323-9900 (JMT)
Johnson, Mirmiran & Thompson (804) 323-9900
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
m103320005.dgn
Plotted By: england12:03:47 PM
m103320005.dgn
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED BY
DESIGNED BY
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
By Resolution of Commonwealth Transportation
Board dated October 4, 1956LIMITED ACCESS HIGHWAY
0
SCALE
50' 100'0077-098-754
PE-101, C-501
0077-098-754
5-1
5-4
5-2 5-3
5-5
ST
A. 132
+00
2
3L
12'
PROP. 10' PAVED SHOULDER
EXIST. R/W
EXIST. R/W
ST'D. MB-3 REQ'D.
SURVEY TRAVERSE LINE
REMOVE EXIST. GUARDRAIL
I-81 SBL
I-81 NBL
E. LEE HWY.
BE
GIN
GU
AR
DR
AIL S
T'D. G
R-2
EN
D
ME
DIA
N
BA
RRIE
R
ST'D. M
B-3
I-77/I-81 CONSTR. B
END STA. 134+80ST'D. MC-3 REQ'D.
ST'D. MC-3 REQ'D.BEGIN STA. 125+00
125
126
127
PT12
7+7
4.4
2
128
129
130
131
PC13
1+24.3
6
132
133
134 135
ST'D. GR-2 REQ'D.
ALEXANDER M. DAVIS
D. B. 389 Pg. 510Tax Map# 44-53
11. 0433 Ac.
P. B. 11, PG. 81
Instrument # 100001366
Tax Map# 44-8-1
5. 0006 Ac.
P. B. 11, PG. 81
Instrument # 020005142
Tax Map# 44-0-49B
8. 0207 Ac.
P. B. 11, PG. 81
Instrument # 100001366
Tax Map# 44-8-3
NAOMI N. HART
HAROLD D. HART &CHRISTOPHER W. DISIBBIO
NAOMI N. HART
HAROLD D. HART &
JOSEPH E. DAVIS
D. B. 277 Pg. 270Tax Map# 44-52C
JOSEPH E. DAVIS
D. B. 277 Pg. 270Tax Map# 44-52
F C FC
F
F
CONSTRUCTED FOR WALL NOT TO BE AUGER LOCATION DRILLED
AUGER LOCATION
BH-03BH-04
BH-05
RW2-03
RW2-03
RW2-04
RW2-05
RW2-06
RW2-07
BH-03
Matc
h Lin
e Sta. 136+0
0 I-81
Const. B
See Sheet 5
L
Matc
h Lin
e Sta. 14
8+0
0 I-8
1 Const. B
See Sheet 7
L
6
6
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
PI = 140+25.27
T = 900.91'
L = 1,778.32'
R = 4,500.00'
PC =
PCC =
131+24.36
149+02.68
3
LEGEND
Denotes Shoulder Demolition
Denotes Proposed Pavement
Denotes Construction Limits in Cut
F Denotes Construction Limits in Fill
C
Denotes Poposed Pavement Mill & Overlay
DESIGN SPEED =
EMAX =5.1%
75 MPH
Lr = 162'
Lt = 64'
P.A.C. PLANSDECEMBER 2016
Pavement MarkingSigning and
Drainage Descriptions
ControlErosion & Sediment
Mainline Profile
8(06)
2C
1F(13)1F(5),
6A
Curve MAINLINE3
(a)
(b)
(d)
(c)
(a)
(b)
(c)
(a)
(b)
(c)
(a)
(b)
(c)
(a)(b)(c)(d)
(e)(f)(g)(h)
Inv. Out = 2031.40
In Pl. 24" CMP
Inv. In = 2031.67
Rim = 2034.00
In Pl. DI
(a)(b)
Inv. = 2
036.2
4
In Pl. 18" C
MP
In Pl. E
nd
wall
AU
AV
AW
AX
AY
AZ
BA
BB
Conc. Ditch
8" Cedar
Brush
Brush
Brush
Sapling
Brush
Sapling
Brush
Asphalt
Mixed Hardwoods & Brush
Asphalt
Guardrail
Guardrail
Post Post
4" Oak
6" Oak
12" Oak
Brush
Mixed Trees & Brush
6" Oak
6" Oak
8" Oak8" Oak
10" Oak10" Oak
10" Oak
10" Oak
Guardrail
Mixed Hardwoods
Mixed Hardwoods
Conc. Ditch
Conc. Ditch
Conc. Ditch
Sign
8" Oak
Asphalt Shoulder
AsphaltAsphalt Shoulder
Asphalt
Brus
hBr
ush
& Trees
Guardrail
Guardrail
4" Oak
Asphalt Shoulder
Asphalt Shoulder
Asphalt
Asphalt
Jersey Barrier
Asphalt Shoulder
Asphalt Shoulder
Guardrail 4" CedarBush
8" Cedar
Brush8" Locust
8" Locust
Twin 10" Cedar
Mixed Pines & Hardwoods Brush
I-81 NBL
I-81 SBL
Sign
Sign
Sto
ne Historical
Marker
4" Pear
Bushes
Guardrail
Guardrail
8" Oak
Mixed Hardwoods & Cedars
6" Cedar
170
175
180
Quad
Box
Culvert
Blind
Connection To
Inv.
Out Is
Inv. =
2013.5
8
In Pl. 15" C
MP
FE
S
Quad B
ox C
ulvert
Blin
d Co
nnection T
o
Inv. Out Is
Inv. = 2
014.17
In Pl. 15" C
MP FES
Existing R/W Project 0081-098-101,RW202
Existing R/W Project 0077-098-101,RW203
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence4' Woven Wire Fence
Conc. D
itch
Sign "MM 81. 0"
Sign "MM 33"
Sign "MM 81. 2"
20" Cherry
Sign "MM 81. 1"
(S04°3
7'W 948.5')
(S04°3
7'W 948.5')
PL
S
S
S
PP #638-19
PP #5
PP No #
PP #638-C-2
1
Guy
Wire
PP #638-2
2
PP #638-2
3
(a)
(b)
(c)
(a)
(b) (c)
PP #638-2
0
FH
WV
Guy
Wire
Guy Wire
WM
EOI
PP #638-19
PP #5
PP No #
PP #638-C-2
1
Guy
Wire
PP #638-2
2
PP #638-2
3
PP #638-2
0
FHWV
Guy
Wire
I-81I-77/
Ron Flanary (276) 696-3252 (Bristol)
Howard Spence (757) 549-5388 (Woolpert)
Ginny England (804) 323-9900 (JMT)
Johnson, Mirmiran & Thompson (804) 323-9900
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
m103320006.dgn
Plotted By: england12:04:14 PM
m103320006.dgn
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED BY
DESIGNED BY
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
By Resolution of Commonwealth Transportation
Board dated October 4, 1956LIMITED ACCESS HIGHWAY
0
SCALE
50' 100'0077-098-754
PE-101, C-501
0077-098-754
6-1
To B
e Clea
ned Out
ST
A. 137+0
0
3L
12'
12'
PROP. 10' PAVED SHOULDER
SURVEY TRAVERSE LINE
I-81 NBL
I-81 SBL
E. LEE HWY.
EXIST. R/W
EXIST. R/W
I-81 SB / I-77 NB RAMP
EN
D
GR
UA
DR
AIL S
T'D. G
R-2
I-77/I-81 CONSTR. B
GR-9 REQ'D.ST'D. GUARDRAIL TERMINAL
137
138
139
140
141
142
143
144 145 146 14
7
ST'D. GR-2 REQ'D.
AGNES C. DAVIS
D. B. 275 Pg. 361
Tax Map# 44-54ALEXANDER M. DAVIS
D. B. 389 Pg. 510
Tax Map# 44-53
FC F C FC
FF
CF
AUGER LOCATIONBH-05
BH-05
BH-06 BH-07
BH-08
BH-09
Matc
h Lin
e Sta. 148+0
0 I-81
Const. B
See Sheet 6
L
7
7
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
PI = 150+69.87
T = 167.20'
L = 334.34'
R = 7,700.00'
PCC =
PT =152+37.02
149+02.68
4
PI = 140+25.27
T = 900.91'
L = 1,778.32'
R = 4,500.00'
131+24.36PC =
PCC =149+02.68
3
PI = 167+21.32
R = 1,430.00'
157+95.08PC =
PCC =174+38.93
5
LEGEND
Denotes Shoulder Demolition
Denotes Proposed Pavement
Denotes Construction Limits in Cut
F Denotes Construction Limits in Fill
C
Denotes Poposed Pavement Mill & Overlay
DESIGN SPEED =
EMAX =5.1%
75 MPH DESIGN SPEED =
EMAX =3.1%
75 MPH DESIGN SPEED =
EMAX =
60 MPH
Lr = 162'
Lt = 64'
P.A.C. PLANSDECEMBER 2016
Pavement MarkingSigning and
Drainage Descriptions
ControlErosion & Sediment
Mainline Profile
8(07)
2C
1F(14)1F(6),
7A
Matc
h Lin
e Sta. 160+0
0 I-81
Const. B
See Sheet 7
BL
Curve MAINLINE3 Curve MAINLINE4 Curve MAINLINE5
Lt = 64'
Lr = 98'
T = 926.25'
L = 1,643.85'
EXIST. VARIES
Inv.
Out
= 2076.7
1In
v. In =
2078.3
2In Pl. 2
4"
CM
PIn Pl. E
nd
wall
Sig
n
Sig
n
Sign
Mixed Hardwoods & Brush
Small Hardwoods
Conc. Ditch
Conc. Ditch
Mixed Hardwoods & Brush
Asphalt Shoulder
Asphalt Shoulder
Asphalt
8" Cedar
6" Locust
6" Locust
8" Cedar
8" Cedar
8" Cedar
8" Cedar
8" Cedar
8" Cedar
6" Locust
6" Locust
6" Locust
6" Locust
10" Locust
8" Locust
8" Locust
12" Locust
12" Locust
Brush
Brush
Brush
Dead Tree
Dead Tree
Brush
Brush
Gate Posts
Gravel
Asphalt
Conc. Ditch
6" Oak8" Oak
8" Oak
8" Oak
Mixed Hardwoods
15" Pine
18" Oak
18" Oak
Sapling
Sapling 21" Oak
24" Oak
Mixed Hardwoods
Brush
Brush
6" Oak
Scattered Hardwoods & Brush
Bush
Brush
Brush
Brush
Conc. Ditch
Str
ucture
Location of Downstrea
m
Unable to Determine
Inv. = 2
040.5
5
In Pl. 18" C
MP
In Pl. E
nd
wall
Inv. Out = 2066.34
In Pl. 18" CMP
Rim = 2069.19
In Pl. DI
724.95'
+01.71
790.5
6'
+35.5
1
905.95'
+02.63 10
55.94'
+69.3
9
R/
W
Mon.
R/
W
Mon.
R/
W
Mon.
R/
W
Mon.
R/
W
Mon.
Existing R/W Project 0077-098-101,RW203
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
8" Maple Exit 8
0"
"Attractions
Sig
n
PP #638-2
4Guy
Wire (3)
Tel. P
ed.
No #
FH
Tel. Ped. No #
PP #638-6
5
Guy
Wire (4)
PP
No #
PP #638
PP #638-2
7
Guy
Wire
Guy
Wire
Guy
Wire
Guy Wire
T
T
AE
P 502 14
20
PP #638-2
4Guy
Wire (2)
Tel. P
ed.
No #
FH
PP #638-6
5
Guy
Wire (4)
PP #638-2
7
Guy
Wire
Guy
Wire
Guy
Wire
T
T
PP
No#
Tel. Ped. #WO44 4
PP #638-2
6
PP #638-2
5
Guy
Wire
WV
I-81I-77/
Ron Flanary (276) 696-3252 (Bristol)
Howard Spence (757) 549-5388 (Woolpert)
Ginny England (804) 323-9900 (JMT)
Johnson, Mirmiran & Thompson (804) 323-9900
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
m103320007.dgn
Plotted By: england12:04:41 PM
m103320007.dgn
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED BY
DESIGNED BY
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
By Resolution of Commonwealth Transportation
Board dated October 4, 1956LIMITED ACCESS HIGHWAY
0
SCALE
50' 100'0077-098-754
PE-101, C-501
0077-098-754
7-1L
3 4
5
PROP. 10' PAVED SHOULDER
E. LEE HWY.
EXIST. R/W
EXIST. R/W
I-81 SB / I-77 NB RAMP
I-77/I-81 CONSTR. B
149
PC
C14
9+0
2.6
8
150
151
152
PT15
2+3
7.0
2
153
154
155
156
157
PC15
7+9
5.0
815
8
159
D. B. 275 Pg. 361
Tax Map# 44-54
AGNES C. DAVIS
F
F C FCF
AUGER LOCATIONBH-09
BH-09BH-10
BH-12
BH-11
BH-13 BH-14