SHYQ149049_PA_ANG_ECF_B-3_Boring_Logs.pdf
PDF 2 MB Posted
- Attached to
- 193rd SOW Entry Control Facility
- Solicitation number
- W50S92-25-B-A004
- Issued by
-
Department of the Army National Guard
About this file
This document is a Type B-3 Concept Development Design Submittal containing boring logs for an Entry Control Facility project for the 193D Pennsylvania Air National Guard. The project is located in Middletown, Pennsylvania, with contract number W9133L-15-D-0004 and task order number W50S9221F0003. HDR is the project design firm, with project number 10270857.
The submittal includes detailed boring logs from 14 different boring points (SB-1 through SB-14) conducted in 2021 and 2024, documenting soil and geological conditions at the proposed facility site. The logs provide comprehensive data on soil layers, including asphalt, subbase, fill materials, and underlying geological strata. Soil types range from silty sand and sandy silt to gravel and residual rock formations, with depths varying from 8 to 23 feet. Notable observations include petroleum staining in some samples, varying soil densities, and instances of auger refusal, indicating potential bedrock or highly compact soil layers. The geological investigation appears critical for determining foundational requirements and site preparation for the Entry Control Facility.
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
TYPE B-3
CONCEPT
DEVELOPMENT
DESIGN
SUBMITTAL
BORING LOGS
ENTRY CONTROL FACILITY
Contract No.: W9133L-15-D-0004
Task Order No.: W50S9221F0003
ANG Project No.: SHYQ149049
HDR Project No. 10270857
193D PA Air National Guard, Pennsylvania
18 November 2024
TR
E
LP
GM
M B
GM
V
TR GM
GM
GM
C
TR
E
ID CHECK
CANOPY
GATE
HOUSE
SS
SS
SS
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
POV / COV
INSPECTION
AREA
SS
SS
SS
SS
SS
SB-9
SB-8
SB-7
SB-4
SB-3B
SB-1
SB-2
SB-1
SB-5
SB-10
SB-6
SB-11
SB-12
SB-13
SB-14
SB-2
SB-3
AS DRILLED BORING POINTS (2021)
POINT NAME
SB-1
SB-2
SB-3
SB-3B
SB-5
SB-4
LATITUDE
N040° 11' 38.31"
N040° 11' 36.77"
N040° 11' 35.54"
N040° 11' 35.55"
N040° 11' 33.48"
N040° 11' 34.17"
LONGITUDE
W076° 44' 41.23"
W076° 44' 39.53"
W076° 44' 37.67"
W076° 44' 37.35"
W076° 44' 39.84"
W076° 44' 38.18"
ELEVATION
303.75
296.51
300.22
301.84
295.82
295.95
AS DRILLED BORING POINTS (2024)
POINT NAME
SB-6
SB-7
SB-8
SB-9
SB-10
SB-11
SB-12
SB-13
SB-14
LATITUDE
N040° 11' 37.99"
N040° 11' 37.29"
N040° 11' 36.75"
N040° 11' 36.41"
N040° 11' 36.42"
N040° 11' 35.72"
N040° 11' 34.69"
N040° 11' 34.38"
N040° 11' 34.10"
LONGITUDE
W076° 44' 41.41"
W076° 44' 41.55"
W076° 44' 40.90"
W076° 44' 39.85"
W076° 44' 39.31"
W076° 44' 39.03"
W076° 44' 36.37"
W076° 44' 37.42"
W076° 44' 39.12"
ELEVATION
297.37
295.26
294.74
295.40
296.29
298.61
303.47
297.65
296.86
1 AS DRILLED BORING PLAN
SCALE: 1" = 30'
NORTH
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2" FILENAME
SCALE
SHEET
DATE
C
D
A
1 3 4 5 6 7 8
MIDDLETOWN, PA
ENTRY CONTROL FACILITY
PROJECT NO.: SHYQ149049
IAN DENHOLM P.M.
10270857
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MEP
FIRE PROTECTION
ISSUED FOR 100% GOVERNMENT REVIEW11/15/20241
E. SHOWALTER
A. LEM
D. HAUGHEE
W. ROHRBACH
K. WU
O. VELASCO
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
LEGEND:
TRAFFIC DIRECTION
BORING COMPLETED IN 2021
AS DRILLED BORING COMPLETED IN 2024
EXH1"=30'
EXHIBIT
AS DRILLED BORING PLAN
0.6
2.0
4.0
6.0
10.0
1.5
1.7
2.0
2.0
SM
SP-SM
SP-SM
SP-SM
298.4
297.0
295.0
293.0
289.0
PC-1
S-1
S-2
S-3
S-4 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
Asphalt
Subbase
Silty sand, gray to brown, medium dense, moist, fill
Poorly graded sand with silt and gravel, gray and brown, rounded gravel, loose, moist, fill
Poorly graded sand with silt and gravel, reddish brown, loose to medium dense, subangular gravel, moist, residual
DATE:
TIME: 0-Hr R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel LS Track Rig
DRILLING METHODS Pavement Core, Cont. S.S.
OF
DATE:
BORING NO. SB-1
STATION OFFSET FROM CENTERLINE
U S
C S
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
WATER:
DATE:
SHEET
TIME:
1 1
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA
DATE: 4/14/21
CHECKED BY:
EASTING 2249296.026
CASING: SIZE: 4.25" HSA
COUNTY Dauphin START 4/14/2021
END 4/14/2021
L
IT
H O
L O
G Y
NORTHING 315129.499
PROJECT NAME Harrisburg Air National Guard
DEPTH: 8.0' DEPTH: Dry'
DEPTH: '
O.G. ELEV. 299.0
INSPECTOR D. Crotsley DRILLERS NAME/COMPANY George Kerr/Negleys Well Drilling
0.0
2.0
4.0
6.0
8.0
10.0
303.75
SIGNED
Ryan Noffke 4.11.24
0.7
2.0
10.0
12.0
15.0
1.4
0.4
2.0
1.5
1.0
0.8
1.0
3.7
SM
SM
SM
SM
SP
SP
291.3
290.0
282.0
280.0
277.0 15.0': Auger refusal/Top of rock
R-2: Solid core run, possibly slipped core
PC-1
S-1
S-2
S-3
S-4
S-5
S-6
ADV
R-1
R-2 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
Asphalt
Subbase
Silty sand, trace gravel, gray, loose to very loose, moist, fill
Poorly graded sand, dark gray, very loose, sub-angular, wet, oily odor
Poorly graded sand, red, very dense, sub-angular, moist, residual
Sandstone, red, medium hard, slightly weathered, no apparent bedding, fractured, close to moderate spacing, RD 10-45
WOH
WOH
50/0.4
DATE:
TIME: 0-Hr R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel LS Track Rig
DRILLING METHODS Pavement Core, Cont. S.S.
OF
DATE:
BORING NO. SB-2
STATION OFFSET FROM CENTERLINE
U S
C S
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
WATER:
DATE:
SHEET
TIME:
1 2
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA
DATE: 4/14/21
CHECKED BY:
EASTING 2249447.612
CASING: SIZE: 4.25" HSA
COUNTY Dauphin START 4/14/2021
END 4/14/2021
L
IT
H O
L O
G Y
NORTHING 314968.014
PROJECT NAME Harrisburg Air National Guard
DEPTH: 15.0' DEPTH: 7.0'
DEPTH: '
O.G. ELEV. 292.0
INSPECTOR D. Crotsley DRILLERS NAME/COMPANY George Kerr/Negleys Well Drilling
0.0
2.0
4.0
6.0
8.0
10.0
12.0
13.4
15.0
17.0
296.5
22.044 270.0 n/a
Sandstone, red, medium hard, slightly weathered, no apparent bedding, fractured, close to moderate spacing, RD 10-45 (continued)
DATE:
TIME: 0-Hr R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel LS Track Rig
DRILLING METHODS Pavement Core, Cont. S.S.
OF
DATE:
BORING NO. SB-2
STATION OFFSET FROM CENTERLINE
U S
C S
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
WATER:
DATE:
SHEET
TIME:
2 2
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA
DATE: 4/14/21
CHECKED BY:
EASTING 2249447.612
CASING: SIZE: 4.25" HSA
COUNTY Dauphin START 4/14/2021
END 4/14/2021
L
IT
H O
L O
G Y
NORTHING 314968.014
PROJECT NAME Harrisburg Air National Guard
DEPTH: 15.0' DEPTH: 7.0'
DEPTH: '
O.G. ELEV. 292.0
INSPECTOR D. Crotsley DRILLERS NAME/COMPANY George Kerr/Negleys Well Drilling
22.0
296.5
0.6
2.0
4.0
6.1
10.0
1.5
0.9
0.1
SM
SP
SP
296.4
295.0
293.0
290.9
287.0
6.0': Augers broke through likely utility at 6 feet, spoon dropped to 10 feet. Flowing water present down hole.
Boring abandoned, moved north 23 feet, re-drilled after unsampling to 8.0 feet.
PC-1
S-1
S-2
S-3
ADV
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
Asphalt
Subbase
Silty sand, gray, loose, damp, fill
Poorly graded sand with gravel, grey, loose, moist, fill
No Recovery, encountered stormwater utility
50/0.1
DATE:
TIME:
R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel LS Track Rig
DRILLING METHODS Pavement Core, Cont. S.S.
OF
DATE:
BORING NO. SB-3
STATION OFFSET FROM CENTERLINE
U S
C S
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
WATER:
DATE:
SHEET
TIME:
1 1
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA
DATE:
CHECKED BY:
EASTING 2249590.155
CASING: SIZE: 4.25" HSA
COUNTY Dauphin START 4/13/2021
END 4/14/2021
L
IT
H O
L O
G Y
NORTHING 314840.307
PROJECT NAME Harrisburg Air National Guard
DEPTH: ' DEPTH: '
DEPTH: '
O.G. ELEV. 297.0
INSPECTOR D. Crotsley DRILLERS NAME/COMPANY George Kerr/Negleys Well Drilling
0.0
2.0
4.0
6.0 6.1
10.0
301.8
8.0
10.0
14.0
1.4
1.6
2.0
2.0
2.0
0.3
SM
SM
SM
SP-SM
SP-SM
SP-SM
289.0
287.0
283.0
UNS
S-4
S-5
S-6
S-7
S-8
S-9
ADV
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
Unsampled
Silty sand with silt and gravel, brown, medium dense, subrounded gravel, fill
Sand silt, brownish gray, loose to medium dense, moist, fill
Poorly graded sand with silt and gravel, reddish brown, medium dense to very dense, sub-angular, moist, residual
50/0.2
DATE:
TIME: 0-Hr R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel LS Track Rig
DRILLING METHODS Pavement Core, Cont. S.S.
OF
DATE:
BORING NO. SB-3B
STATION OFFSET FROM CENTERLINE
U S
C S
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
WATER:
DATE:
SHEET
TIME:
1 2
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA
DATE: 4/14/21
CHECKED BY:
EASTING 2249619.353
CASING: SIZE: 4.25" HSA
COUNTY Dauphin START 4/14/2021
END 4/14/2021
L
IT
H O
L O
G Y
NORTHING 314852.297
PROJECT NAME Harrisburg Air National Guard
DEPTH: 23.0' DEPTH: Dry'
DEPTH: '
O.G. ELEV. 297.0
INSPECTOR D. Crotsley DRILLERS NAME/COMPANY George Kerr/Negleys Well Drilling
0.0
8.0
10.0
12.0
14.0
16.0
18.0
19.7 20.0
301.8
22.0
25.0
30.0
1.8
0.2
3.0
2.0
SP-SM
SP
275.0
272.0
267.0
23.0': Auger refusal
25.0': Top of rock
S-10
ADV
S-11
ADV
R-1
R-2 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
Poorly graded sand with silt and gravel, reddish brown, medium dense to very dense, sub-angular, moist, residual (continued)
Poorly graded sand, red, very dense, subangular, moist, residual
Sandstone, red, medium hard, slightly weathered, no apparent bedding, fractured, close to moderate spacing, RD 10-45
50/0.3
50/0.2
DATE:
TIME: 0-Hr R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel LS Track Rig
DRILLING METHODS Pavement Core, Cont. S.S.
OF
DATE:
BORING NO. SB-3B
STATION OFFSET FROM CENTERLINE
U S
C S
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
WATER:
DATE:
SHEET
TIME:
2 2
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA
DATE: 4/14/21
CHECKED BY:
EASTING 2249619.353
CASING: SIZE: 4.25" HSA
COUNTY Dauphin START 4/14/2021
END 4/14/2021
L
IT
H O
L O
G Y
NORTHING 314852.297
PROJECT NAME Harrisburg Air National Guard
DEPTH: 23.0' DEPTH: Dry'
DEPTH: '
O.G. ELEV. 297.0
INSPECTOR D. Crotsley DRILLERS NAME/COMPANY George Kerr/Negleys Well Drilling
21.8 22.0
22.7 23.0
28.0
30.0
303.75
0.2
4.0
6.0
10.0
18.0
20.0
1.5
1.2
0.6
1.7
1.2
1.8
1.0
1.0
1.6
1.5
SM
SM
SP-SM
SM
SM
GP-GM
GP-GM
GP-GM
GP-GM
SM
291.8
288.0
286.0
282.0
274.0
272.0
S-6: Wet spoon
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
ADV
S-10 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
Topsoil
Silty Sand, brown to gray, loose to medium dense, moist, fill
Poorly graded sand with silt, dark gray to black, loose, moist, fill
Silty sand, trace gravel, gray and red, loose to medium dense, rounded gravel, fill
Poorly graded gravel with sand and silt, brownish red, medium dense, angular, fill
Silty sand, red, medium dense, damp, residual
50/0.4
DATE:
TIME: 0-Hr R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel LS Track Rig
DRILLING METHODS Continuous S.S.
OF
DATE:
BORING NO. SB-4
STATION OFFSET FROM CENTERLINE
U S
C S
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
WATER:
DATE:
SHEET
TIME:
1 2
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA
DATE: 4/13/21
CHECKED BY:
EASTING 2249559.845
CASING: SIZE: 4.25" HSA
COUNTY Dauphin START 4/13/2021
END 4/13/2021
L
IT
H O
L O
G Y
NORTHING 314705.166
PROJECT NAME Harrisburg Air National Guard
DEPTH: 18.0' DEPTH: 6.0'
DEPTH: '
O.G. ELEV. 292.0
INSPECTOR D. Crotsley DRILLERS NAME/COMPANY George Kerr/Negleys Well Drilling
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
17.9 18.0
20.0
296.0 n/a
DATE:
TIME: 0-Hr R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel LS Track Rig
DRILLING METHODS Continuous S.S.
OF
DATE:
BORING NO. SB-4
STATION OFFSET FROM CENTERLINE
U S
C S
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
WATER:
DATE:
SHEET
TIME:
2 2
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA
DATE: 4/13/21
CHECKED BY:
EASTING 2249559.845
CASING: SIZE: 4.25" HSA
COUNTY Dauphin START 4/13/2021
END 4/13/2021
L
IT
H O
L O
G Y
NORTHING 314705.166
PROJECT NAME Harrisburg Air National Guard
DEPTH: 18.0' DEPTH: 6.0'
DEPTH: '
O.G. ELEV. 292.0
INSPECTOR D. Crotsley DRILLERS NAME/COMPANY George Kerr/Negleys Well Drilling
296.0
0.7
2.0
4.0
10.0
1.2
0.8
2.0
2.0
SP-SM
ML
ML
ML
290.3
289.0
287.0
281.0
S-3: Some clay
PC-1
S-1
S-2
S-3
S--4 PP
0.5 n/a n/a n/a n/a n/a n/a n/a n/a n/a
Asphalt
Subbase
Poorly graded sand with silt and gravel, black and dark brown, medium dense, dry, fill
Sandy silt, grey and green, gleyed, loose, moist, fill
DATE:
TIME: 0-Hr R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel LS Track Rig
DRILLING METHODS Pavement Core, Cont. S.S.
OF
DATE:
BORING NO. SB-5
STATION OFFSET FROM CENTERLINE
U S
C S
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
WATER:
DATE:
SHEET
TIME:
1 1
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA
DATE: 4/13/21
CHECKED BY:
EASTING 2249432.571
CASING: SIZE: 4.25" HSA
COUNTY Dauphin START 4/13/2021
END 4/13/2021
L
IT
H O
L O
G Y
NORTHING 314645.062
PROJECT NAME Harrisburg Air National Guard
DEPTH: 8.0' DEPTH: Dry'
DEPTH: '
O.G. ELEV. 291.0
INSPECTOR D. Crotsley DRILLERS NAME/COMPANY George Kerr/Negleys Well Drilling
0.0
2.0
4.0
6.0
8.0
10.0
295.0
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
WOH
50/4
50/1
0.3
8.5
12.0
14.5
0.5
0.5
0.5
0.3
0.8
2.0
1.4
0.1
297.7
289.5
286.0
283.5 Auger refusal at 14.5 ft
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8 n/a n/a n/a n/a n/a n/a n/a n/a
Silt, little Clay, organics, medium stiff, moist (Topsoil)
Fine Sand, some Silt, trace gravel, trace clay, brown, very loose to loose, damp to moist (Fill)
Elastic Silt, dark gray, black organics, very soft, petroleum stain, no odor (Alluvium)
Silt and fine to medium Sand, some Gravel, hard (Residuum)
DATE:
BORING NO. SB-06
OFFSET NA
STATION NA OFFSET FROM CENTERLINE
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
PROJECT NAME Harrisburg Air National Guard COUNTY Dauphin
; WATER:CASING: SIZE: 4.3"
DATE:
SHEET
TIME:
1 1
DRILLERS NAME/COMPANY Jonathon Horneys/Negleys Well Drilling, Inc.
DEPTH: 14.5
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA SEGMENT NA
DATE: 4/5/2024
CHECKED BY: Ryan Noffke
START 4/5/2024
END 4/5/2024
DATE: 4/11/2024 DEPTH:
DEPTH: Dry TIME: 0 R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel
DRILLING METHODS HSA - Continuous SS
O.G.
ELEV. 298.0
OF
INSPECTOR Ryan Noffke
L
IT
H O
L O
G Y
U S
C S
A A
S H
T O
0.0
2.0
4.0
6.0
8.0
10.0
12.0
13.4
14.0 14.1
Input by TDR, Checked by LSH Signed CHECKED SIGNED
50/5
0.9
2.0
5.0
12.0
13.0
1.2
1.5
2.0
1.8
2.0
1.4
294.1
293.0
290.0
283.0
282.0
Water on spoon @ 12.0 ft
Auger refusal @ 13.0 ft
S-1
S-2
S-3
S-4
S-5
S-6
S-7
0.3
2.3
2.3
2.3
3.0 n/a n/a n/a n/a n/a n/a n/a
Asphalt
Subbase (Modified 2A)
Fine Silt and Sand, trace round gravel, organic fibers, gray and tan lenses, very stiff, moist (Fill)
Clay, some Silt, organic fibers, highly plastic, gray medium stiff to very stiff, moist (Alluvium) slight petroleum stain @ 4-6 ft
Gravel to mechanically broken rock, some Silt, trace sand, trace clay, gray, rounded to angular, very dense, wet (Residuum)
DATE:
BORING NO. SB-07
OFFSET NA
STATION NA OFFSET FROM CENTERLINE
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
PROJECT NAME Harrisburg Air National Guard COUNTY Dauphin
; WATER:CASING: SIZE: 4.3"
DATE:
SHEET
TIME:
1 1
DRILLERS NAME/COMPANY Jonathon Horneys/Negleys Well Drilling, Inc.
DEPTH: 13.0
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA SEGMENT NA
DATE: 4/5/2024
CHECKED BY: Ryan Noffke
START 4/5/2024
END 4/5/2024
DATE: 4/11/2024 DEPTH:
DEPTH: 6.0 TIME: 0
R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel
DRILLING METHODS HSA - Continuous SS
O.G.
ELEV. 295.0
OF
INSPECTOR Ryan Noffke
L
IT
H O
L O
G Y
U S
C S
A A
S H
T O
1.0
2.5
4.0
6.0
8.0
10.0
12.0
12.9
Signed CHECKED SIGNEDCHECKED SIGNED
50/5
0.7
1.5
6.0
14.0
14.5
15.5
1.2
0.8
2.0
1.0
1.5
1.5
1.5
1.5
294.3
293.5
289.0
281.0
280.5
279.5
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
0.3
1.5 n/a n/a n/a n/a n/a n/a n/a n/a
Asphalt
Subbase (Modified 2A)
Silt, trace sand, trace clay, trace gravel, slight mottling brown, no lens to lensed, hard, damp to wet (Fill)
4-6 feet: soft with petroleum staining
Clay, some Silt, highly plastic, gray, medium stiff to stiff, moist (Alluvium)
Pushing gravel 10-12 ft (disturbed sample)
Brown mottling 10-14 ft
Gravel and medium Sand, light gray, brown stained, medium dense to dense, wet (Alluvium)
Clay, trace to little sand, little silt, cemented, Brown, very dense, damp (Residual to weathered rock)
DATE:
BORING NO. SB-08
OFFSET NA
STATION NA OFFSET FROM CENTERLINE
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
PROJECT NAME Harrisburg Air National Guard COUNTY Dauphin
; WATER:CASING: SIZE: 4.3"
DATE:
SHEET
TIME:
1 1
DRILLERS NAME/COMPANY Jonathon Horneys/Negleys Well Drilling, Inc.
DEPTH: 14.0
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA SEGMENT NA
DATE: 4/5/2024
CHECKED BY: Ryan Noffke
START 4/5/2024
END 4/5/2024
DATE: 4/11/2024 DEPTH:
DEPTH: 6.0 TIME: 0
R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel
DRILLING METHODS HSA - Continuous SS
O.G.
ELEV. 295.0
OF
INSPECTOR Ryan Noffke
L
IT
H O
L O
G Y
U S
C S
A A
S H
T O
1.0
2.5
4.0
6.0
8.0
10.0
12.0
14.0
15.5
WOH
WOH
WOH
50/5
0.6
1.5
2.0
5.0
8.0
13.5
15.5
17.5
1.5
0.8
0.0
2.0
2.0
2.0
2.0
1.5
0.8
294.4
293.5
293.0
290.0
287.0
281.5
279.5
277.5
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
1.0
2.0
1.5 n/a n/a n/a n/a n/a n/a n/a n/a n/a
Asphalt
Subbase (modified 2A)
Brick Fill
Silt and Clay, little fine sand, medium gray, stiff to hard, damp (Fill)
Silt and Clay, with organics and organic fibers, mottling gray, medium stiff, moist (Fill)
Clay, some Silt, trace fine sand, trace mottling, light gray, very soft to medium stiff, moist (Alluvium)
Gravel, gray, brown stained, medium dense, wet (sample is the gravel @ 5-7 ft) (Alluvium)
Clay lens @ 14.5 to 15 ft
Sample S-8: brown sandstone in shoe
Fine to medium Sand, little silt, cemented, very dense, moist (Residual)
DATE:
BORING NO. SB-09
OFFSET NA
STATION NA OFFSET FROM CENTERLINE
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
PROJECT NAME Harrisburg Air National Guard COUNTY Dauphin
; WATER:CASING: SIZE: 4.3"
DATE:
SHEET
TIME:
1 1
DRILLERS NAME/COMPANY Jonathon Horneys/Negleys Well Drilling, Inc.
DEPTH: 16.0
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA SEGMENT NA
DATE: 4/5/2024
CHECKED BY: Ryan Noffke
START 4/5/2024
END 4/5/2024
DATE: 4/11/2024 DEPTH:
DEPTH: 5.0 TIME: 0
R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel
DRILLING METHODS HSA - Continuous SS
O.G.
ELEV. 295.0
OF
INSPECTOR Ryan Noffke
L
IT
H O
L O
G Y
U S
C S
A A
S H
T O
1.0
2.5
4.0
6.0
8.0
10.0
12.0
14.0
16.0
17.5
0.7
1.5
6.0
12.0
14.0
0.8
0.7
2.0
1.5
0.1
1.0
1.5
295.3
294.5
290.0
284.0
282.0
Caved at 10 ft
S-1
S-2
S-3
S-4
S-5
S-6
S-7
2.0 n/a n/a n/a n/a n/a n/a n/a
Asphalt
Subbase (Modified 2A)
Silt, little sand, trace clay, brown and medium gray, stiff to hard (Fill)
Clay and Silt, trace organic fibers, petroleum stain, no odors to no staining, light to medium gray, medium stiff to stiff
(pushing gravel, low recovery, some fine sand S-5)
12 to 12.5 ft: Coarse gravel and silt/clay, gray and light brown (Alluvium)
Medium Sand, little silt, cemented, Brown, stratified, dense, moist (Residuum)
DATE:
BORING NO. SB-10
OFFSET NA
STATION NA OFFSET FROM CENTERLINE
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
PROJECT NAME Harrisburg Air National Guard COUNTY Dauphin
; WATER:CASING: SIZE: 4.3"
DATE:
SHEET
TIME:
1 1
DRILLERS NAME/COMPANY Jonathon Horneys/Negleys Well Drilling, Inc.
DEPTH: 12.0
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA SEGMENT NA
DATE: NA
CHECKED BY: Ryan Noffke
START 4/5/2024
END 4/5/2024
DATE: 4/11/2024 DEPTH:
DEPTH: NE TIME: NA
R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel
DRILLING METHODS HSA - Continuous SS
O.G.
ELEV. 296.0
OF
INSPECTOR Ryan Noffke
L
IT
H O
L O
G Y
U S
C S
A A
S H
T O
1.0
2.5
4.0
6.0
8.0
10.0
12.0
14.0
0.6
1.5
4.5
9.5
10.5
15.0
1.0
1.5
1.5
2.0
2.0
2.0
1.5
1.0
297.4
296.5
293.5
288.5
287.5
283.0
Offset 2 ft SE due to auger refusal @ 2.0 ft
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
1.5
3.5
2.5 n/a n/a n/a n/a n/a n/a n/a n/a
Asphalt
Subbase (Modified 2A)
Silt and Gravel, petroleum stained, trace construction debris (Fill), heterogeneous, medium gray to blue, medium dense, damp to moist (Fill)
Silt, some fine Sand, trace clay, low plastic, stiff, moist (Fill)
Elastic silt, petroleum/organic stained (slight), no odor, organic fibers, stiff, moist (Alluvium)
Silt, some fine Sand, trace clay, low plastic, brown stained and mottled, stiff, moist (Alluvium)
DATE:
BORING NO. SB-11/11A
OFFSET NA
STATION NA OFFSET FROM CENTERLINE
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
PROJECT NAME Harrisburg Air National Guard COUNTY Dauphin
; WATER:CASING: SIZE: 4.3"
DATE:
SHEET
TIME:
1 1
DRILLERS NAME/COMPANY Jonathon Horneys/Negleys Well Drilling, Inc.
DEPTH: 13.5
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA SEGMENT NA
DATE: NA
CHECKED BY: Ryan Noffke
START 4/5/2024
END 4/5/2024
DATE: 4/11/2024 DEPTH:
DEPTH: NE TIME: NA
R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel
DRILLING METHODS HSA - Continuous SS
O.G.
ELEV. 298.0
OF
INSPECTOR Ryan Noffke
L
IT
H O
L O
G Y
U S
C S
A A
S H
T O
1.0
2.5
4.0
6.0
8.0
10.0
12.0
13.5
15.0
Input by TDR, Checked by LSH
SB-11/
0.5
1.0
9.0
10.0
1.0
1.0
2.0
1.5
2.0
302.5
302.0
294.0
293.0
S-1
S-2
S-3
S-4
S-5 n/a n/a n/a n/a n/a
Asphalt
Subbase (Modified 2A)
Silt and Gravel, petroleum stained wood, loose (Fill)
S-3: all black slag and cinders; some at S-4
Silt, little sand, trace round gravel, trace clay lens, medium gray, loose (Alluvium)
DATE:
BORING NO. SB-12
OFFSET NA
STATION NA OFFSET FROM CENTERLINE
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
PROJECT NAME Harrisburg Air National Guard COUNTY Dauphin
; WATER:CASING: SIZE: 4.3"
DATE:
SHEET
TIME:
1 1
DRILLERS NAME/COMPANY Jonathon Horneys/Negleys Well Drilling, Inc.
DEPTH: 8.0
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA SEGMENT NA
DATE: NA
CHECKED BY: Ryan Noffke
START 4/5/2024
END 4/5/2024
DATE: 4/11/2024 DEPTH:
DEPTH: NE TIME: NA
R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel
DRILLING METHODS HSA - Continuous SS
O.G.
ELEV. 303.0
OF
INSPECTOR Ryan Noffke
L
IT
H O
L O
G Y
U S
C S
A A
S H
T O
0.5
2.0
4.0
6.0
8.0
10.0
0.5
2.0
8.0
10.0
1.5
0.2
1.5
0.6
1.5
297.5
296.0
290.0
288.0
S-1
S-2
S-3
S-4
S-5 0.3 n/a n/a n/a n/a n/a
Asphalt
Subbase (2A modified)
Silt and Gravel, trace sand, trace clay, trace debris (fill - brick, slag, etc), heterogeneous, brown, gray, black stained, loose to medium dense, moist
Silt, little fine sand, trace to little clay, light clay, soft, organic fibers present, soft, moist (Alluvium)
DATE:
BORING NO. SB-13
OFFSET NA
STATION NA OFFSET FROM CENTERLINE
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
PROJECT NAME Harrisburg Air National Guard COUNTY Dauphin
; WATER:CASING: SIZE: 4.3"
DATE:
SHEET
TIME:
1 1
DRILLERS NAME/COMPANY Jonathon Horneys/Negleys Well Drilling, Inc.
DEPTH: 8.0
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA SEGMENT NA
DATE: NA
CHECKED BY: Ryan Noffke
START 4/5/2024
END 4/5/2024
DATE: 4/11/2024 DEPTH:
DEPTH: NE TIME: NA
R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel
DRILLING METHODS HSA - Continuous SS
O.G.
ELEV. 298.0
OF
INSPECTOR Ryan Noffke
L
IT
H O
L O
G Y
U S
C S
A A
S H
T O
0.5
2.0
4.0
6.0
8.0
10.0
5.0
9.0
10.0
2.0
1.5
1.5
2.0
2.0
292.0
288.0
287.0
Water on spoon at 4.0 ft
S-1
S-2
S-3
S-4
S-5
1.5
0.8 n/a n/a n/a n/a n/a
Silt and rounded/angular gravel, trace clay, trace sand, trace debris (Fill)
S-2: sand and gravel
Silt, trace to little clay, trace organic fibers, trace fine sand, medium gray, slightly elastic, medium stiff to stiff, moist (Alluvium)
Angular Gravel, some Silt, little fine to medium sand, medium dense, moist to wet (Alluvium transition to Residuum)
DATE:
BORING NO. SB-14
OFFSET NA
STATION NA OFFSET FROM CENTERLINE
BORING LOG
S A
M P
L E
N O
T
Y P
E /C
O R
E R
U N
R Q
D
P O
C K
E T
P E
N T
T
O R
V A
N E
T
S F
REMARKS
SECT. NA
PROJECT NAME Harrisburg Air National Guard COUNTY Dauphin
; WATER:CASING: SIZE: 4.3"
DATE:
SHEET
TIME:
1 1
DRILLERS NAME/COMPANY Jonathon Horneys/Negleys Well Drilling, Inc.
DEPTH: 8.0
B L
O W
S /0
.5 F
T
O N
S A
M P
L E
R
R E
C O
V E
R Y
DESCRIPTION
NOT ENCOUNTERED
D E
P T
H
F T
STATE RT. NO. NA SEGMENT NA
DATE: NA
CHECKED BY: Ryan Noffke
START 4/5/2024
END 4/5/2024
DATE: 4/11/2024 DEPTH:
DEPTH: NE TIME: NA
R
E C
O V
E R
Y (F t.)
EQUIPMENT USED Acker Rebel
DRILLING METHODS HSA - Continuous SS
O.G.
ELEV. 297.0
OF
INSPECTOR Ryan Noffke
L
IT
H O
L O
G Y
U S
C S
A A
S H
T O
0.0
2.0
4.0
6.0
8.0
10.0
File details come from the government source that posted it. Updated .