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LEGEND
vApproximate Test Location
REFERENCE: This plan was prepared using the site plan provided by Latham -Walters Engineering, Inc. dated 4/29/2019.
aardvark
ENGNEJEF� INC;
338 South Sharon Amity Road #135
Charlotte, North Carolina 28211
Phone 704.313.0644
Fax 704.644.8636
BORING LOCATION PLAN
HARWOOD AUTOMOTIVE
MIDLAND, NORTH CAROLINA
DATE:
6/14/2019
DRAWN BY:
CTF
SCALE:
N.T.S.
SHEET:
G-1
Client
Latham -Walters
Date Started
6/14/2019
v
Project Name
Harwood Automotive
Date Completed
6/14/2019
• ,ram, ` -"�
Project Location
Midland, NC
Auger Diameter
3"
,
Notes
Elev. are approximate
Drilling Contractor
Aardvark Engineers
_
'•
Drilling Rig
Hand Auger
Ground Water Levels
Depth Below Surface
"HA
Drilling Method
Hand Auger
At Time of Drilling
: Not Encountered
At End of Drilling
: Not Encountered
Logged By
T. Fannin
After Drilling
: Not Encountered
Checked By
K. McTier
Caved Depth
: Not Encountered
Sample Type
Water Levels
®
Split Spoon
At Time of Drilling
c
®
Auger Probe
17
At End of Drilling
v
-Undisturbed
After Drilling
ai
E
o
Blow Count
v
J
Rock Core
_
z
m
F
Graph
L
4
=
ai
v
y
v
DESCRIPTION
0
f6
„3,
N
�
VI
D
d
�
O_
,�
Q
,�
Q
,°
Blow Counts
z
0 10 20 30
0
0
RESIDUAL - Damp gray, red and tan sandy SILT
1
100
100
E
E
t
€
2
ML
E
E
,
E
E
100
,
i
3
5
-5
,
BORING TERMINATED 1 4 100
Bottom of borehole at 6 feet
,
,
,
,
10
-10
,
,
,
,
,
,
,
'
,
,
,
,
,
,
,
,
,
i
15
-15
E
E
t
E
E
t
E
E
€
1
E
aardvark
338 South Sharon Amity Road #135
HAND AUGER HA-1
Charlotte, North
Carolina 28211
BVGINEEFS, INC
P: (704) 313-0644
F: (704) 644-8636
(Page 1 of 1)
Client
Latham -Walters
Date Started
6/14/2019,=
�\
Project Name
Harwood Automotive
Date Completed
6/14/2019
Project Location
Midland, NC
Auger Diameter
3"
A ,
Notes
Elev. are approximate
-
Drilling Contractor
Aardvark Engineers
i �=
Drilling Rig
Hand Auger
Ground Water Levels
Depth Below Surface
"pr 1'
Drilling Method
Hand Auger
At Time of Drilling
: Not Encountered
At End of Drilling
: Not Encountered
Logged By
T. Fannin
After Drilling
: Not Encountered
-
Checked By
K. McTier
JCaved Depth
: Not Encountered
Sample Type
Water Levels
®
Split Spoon
At Time of Drilling
c
®
Auger Probe
17
At End of Drilling
v
-Undisturbed
After Drilling
ai
E
o
Blow Count
v
J
Rock Core
_
z
m
F
Graph
L
41
=
UJ
(/
4)
v
DESCRIPTION
0
f6
„3,
N
�
VI
D
d
�
O_
,�
Q
,�
Q
,°
Blow Counts
z
0 10 20 30
0
0
RESIDUAL - Damp gray, red and tan sandy SILT
1
100
100
2
ML
100
i
3
5
-5
BORING TERMINATED 4 100
Bottom of borehole at 6 feet
10
-10
15
-15
aardvark
338 South Sharon Amity Road #135
HAND AUGER HA-2
Charlotte, North
Carolina 28211
BVGINEEFS, INC
P: (704) 313-0644
F: (704) 644-8636
(Page 1 of 1)