HomeMy WebLinkAbout3201_DurhamCoMSWLFLfgccsRpt_DIN25784_20160318.pdf
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
3/18/2016
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DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
ATTACHMENT A --- PHOTOGRAPHIC LOG
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
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DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
PHOTOGRAPHIC LOG
Client Name:
BES
Site Location:
Closed City of Durham MSW Landfill
Project No.
BES 14-1
Photo No.
1
Date:
2/5/15
Direction Photo Taken:
North
Description:
Drill rig set up on well
location.
Photo No.
2 Date:
2/19/15
Direction Photo Taken:
N/A
Description:
Drill rig shown with 36”
bucket auger..
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
PHOTOGRAPHIC LOG
Client Name:
BES
Site Location:
Closed City of Durham MSW Landfill
Project No.
BES 14-1
Photo No.
3
Date:
2/19/15
Direction Photo Taken:
N/A
Description:
Excavated waste.
Photo No.
4 Date:
2/12/15
Direction Photo Taken:
West
Description:
Landfill gas extraction
well being constructed
with HDPE being lifted
into well. Roll off
containers for
excavated waste can be
seen.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
PHOTOGRAPHIC LOG
Client Name:
BES
Site Location:
Closed City of Durham MSW Landfill
Project No.
BES 14-1
Photo No.
5
Date:
2/6/15
Direction Photo Taken:
North
Description:
Stone being added
during landfill gas
extraction well
construction.
Photo No.
6 Date:
3/10/15
Direction Photo Taken:
N/A
Description:
Excavated trench in the
Type 2 final cover
system area.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
PHOTOGRAPHIC LOG
Client Name:
BES
Site Location:
Closed City of Durham MSW Landfill
Project No.
BES 14-1
Photo No.
7
Date:
3/10/15
Direction Photo Taken:
South
Landfill road grossing
being installed.
Photo No.
8 Date:
3/10/15
Direction Photo Taken:
North
Description:
Excavation of trench
through Type 1 final
cover system.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
PHOTOGRAPHIC LOG
Client Name:
BES
Site Location:
Closed City of Durham MSW Landfill
Project No.
BES 14-1
Photo No.
9
Date:
3/12/15
Direction Photo Taken:
N/A
Description:
Pressure testing set up.
Photo No.
10 Date:
3/18/15
Direction Photo Taken:
N/A
Description:
Installation of lateral
and wellhead
connection.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
PHOTOGRAPHIC LOG
Client Name:
BES
Site Location:
Closed City of Durham MSW Landfill
Project No.
BES 14-1
Photo No.
11
Date:
4/29/15
Direction Photo Taken:
N/A
Description:
Newly installed remote
well head connection
piping.
Photo No.
12 Date:
4/29/15
Direction Photo Taken:
South
Description:
Completed remote
wellhead connection
location
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
ATTACHMENT B --- BORING LOGS
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
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DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-7
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/5/15 2/5/15
88
Bucket
Auger Topsoil
Clay cap and clay fill
Low degraded MSW. Dry. Lots of wood.
60F at 10'.
88F at 20'.
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
107F at 34'
93F at 40'
75F at 65'98F at 70'95F at 80'
101F at 88'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 73'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
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DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-6
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/6/15 2/6/15
96
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
75F at 10'
97F at 30'
100F at 50'
105F at 60'102F at 80'
100F at 90'
116F at 96'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 81'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-2
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/9/15 2/9/15
93
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
60F at 10'
74F at 20'
81F at 30'
91F at 40'94F at 50'
101F at 60'
102F at 70'
110F at 80'
101F at 93'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 78'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-1
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/12/15 2/12/15
95
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
76F at 20'
92F at 30'
86F at 40'
97F at 50'
91F at 60'
107F at 70'
103F at 80'98F at 95'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 80'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-3
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/12/15 2/12/15
98
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
70F at 20'
87F at 30'
92F at 40'
90F at 50'
94F at 60'
97F at 70'
95F at 80'
88F at 98'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 83'stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
100.0
105.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
100.0
105.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-4
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/13/15 2/13/15
106
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
72F at 20'
85F at 30'
87F at 40'
97F at 50'
108F at 60'
98F at 70'
95F at 80'
100F at 90'
94F at 106'
solid 8"HDPE (below ground) 15'perforated 8" HDPE 91'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
100.0
105.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
100.0
105.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-5
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/13/15 2/13/15
106
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
82F at 30'
86F at 40'
91F at 50'
95F at 60'
92F at 70'
91F at 80'
96F at 90'
91F at 106'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 91'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
100.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
100.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-9
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/16/15 2/16/15
101
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in. Moist at 80'-101'.
84F at 30'
89F at 40'
94F at 50'
92F at 60'94F at 70'
94F at 80'
97F at 90'
95F at 101'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 86'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
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DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-10
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/16/15 2/16/15
84
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
73F at 10'
91F at 20'
94F at 30'
96F at 40'97F at 50'
98F at 60'
104F at 70'
102F at 84'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 69'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
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E
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O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
95.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-8
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/18/15 2/18/15
97
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
76F at 20'
88F at 30'
85F at 40'
96F at 50'
95F at 60'96F at 70'98F at 80'
91F at 97'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 82'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
55.0
60.0
65.0
70.0
75.0
80.0
85.0
90.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-11
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/18/15 2/18/15
91
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry. Lots of soil
mixed in.
76F at 20'
80F at 30'
84F at 40'
87F at 50'
91F at 60'
87F at 70'
78F at 80'84F at 91'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 76'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
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RE
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O
V
E
R
Y
DR
I
L
L
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DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-16
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/19/15 2/19/15
40
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Moist with lots
of soil mixed in.
58F at 10'
62F at 20'
66F at 30'
68F at 40'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 25'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
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RE
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O
V
E
R
Y
DR
I
L
L
M
E
T
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D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-15
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/19/15 2/19/15
24
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Very wet with
lots of soil mixed in.
56F at 10'
58F at 20'
61F at 24'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 9'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
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DESCRIPTION LI
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O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-14
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/19/15 2/19/15
37
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Moist with lots
of soil mixed in.
61F at 10'
68F at 20'
75F at 30'
79F at 37'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 22'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
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DESCRIPTION LI
T
H
O
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O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-13
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/19/15 2/19/15
41
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Moist with lots
of soil mixed in.
59F at 10'
64F at 20'
69F at 30'
74F at 41'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 26'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
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D
RE
C
O
V
E
R
Y
DR
I
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L
M
E
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DESCRIPTION LI
T
H
O
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O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
GW-12
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/20/15 2/20/15
42
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Moist.
62F at 10'
67F at 20'
71F at 30'
69F at 42'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 27'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from TOC)
DE
P
T
H
BL
O
W
C
O
U
N
T
SA
M
P
L
I
N
G
M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L
M
E
T
H
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D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
0.0
5.0
10.0
15.0
20.0
25.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
(919) 828-0577 Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r
6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
EW-22R
36" Bucket Auger
Landfill GCCS Expansion 2015
Closed Durham MSW Landfill
CB&I
Chip Freshcorn
D. Misenheimer
2/20/15 2/20/15
28
Bucket
Auger Topsoil
Clay cap and clay fill
Low to medium degraded MSW. Dry.
57F at 10'
61F at 20'
66F at 28'
solid 8"HDPE (below ground) 15'
perforated 8" HDPE 13'
stick up 3'
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
This page intentionally left blank.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
ATTACHMENT C --- AS-BUILT DRAWINGS
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
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DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2/17/2016 2/17/20106
Do
c
u
S
i
g
n
E
n
v
e
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:
B
6
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D
1
0
6
3
-
E
8
8
8
-
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9
D
7
8
-
B
6
1
9
B
A
4
9
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E
3
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DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
ATTACHMENT D --- SOIL TESTS
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
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DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1
March 23, 2015
Project No. 2015-617-03
Mr. Don Misenheimer
Smith + Gardner, Inc.
14 N. Boylan Ave.
Raleigh, NC 27603
don@smithgardnerinc.com
cc: stacey@smithgardnerinc.com
Transmittal
Laboratory Test Results
BES 14-1 Durham Co. Landfill GCCS
Please find attached the laboratory test results for the above referenced project. The tests were outlined
on the Project Verification Form that was transmitted to your firm prior to the testing. The testing was
performed in general accordance with the methods listed on the enclosed data sheets. The test results
are believed to be representative of the samples that were submitted for testing and are indicative only of
the specimens which were evaluated. We have no direct knowledge of the origin of the samples and
imply no position with regard to the nature of the test results, i.e. pass/fail and no claims as to the
suitability of the material for its intended use.
The test data and all associated project information provided shall be held in strict confidence and
disclosed to other parties only with authorization by our Client. The test data submitted herein is
considered integral with this report and is not to be reproduced except in whole and only with the
authorization of the Client and Geotechnics. The remaining sample materials for this project will be
retained for a minimum of 90 days as directed by the Geotechnics’ Quality Program.
We are pleased to provide these testing services. Should you have any questions or if we may be of
further assistance, please contact our office.
Respectively submitted,
Geotechnics, Inc.
Michael P. Smith
Regional Manager
We understand that you have a choice in your laboratory services
and we thank you for choosing Geotechnics.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-02
Client Project BES 14-1 DURHAM CO LF GCCS Depth (ft.)N/A
Project No. 2015-617-03 Sample No. N/A
Lab ID No. 2015-617-03-01
Visual Description: BROWN SILTY CLAY
AVERAGE PERMEABILITY = 7.4E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 7.4E-09 m/sec @ 20oC
Tested By: SFS Date: 3/19/15 Checked By: GEM Date: 3/23/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5OJECTS\2015-617 SMITH + GARDNER - BES 14-1 DURHAM CO LF GCCS\[2015-617-03-01 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-02
Client Project BES 14-1 DURHAM CO LF GCCS Depth (ft.) N/A
Project No. 2015-617-03 Sample No. N/A
Lab ID No. 2015-617-03-01
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: BROWN SILTY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 805 808
Wt. of Tare & WS (gm.)440.94 443.19
Wt. of Tare & DS (gm.)394.93 401.06
Wt. of Tare (gm.)102.79 103.34
Wt. of Water (gm.)46.01 42.13
Wt. of DS (gm.)292.14 297.72
Moisture Content (%)15.7 14.2
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)612.19 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)612.19 603.74
Length 1 (in.)2.774 2.780
Length 2 (in.)2.757 2.711
Length 3 (in.)2.748 2.752
Top Diameter (in.)2.826 2.757
Middle Diameter (in.)2.814 2.804
Bottom Diameter (in.)2.797 2.825
Average Length (in.)2.76 2.75
Average Area (in.2 )6.21 6.14
Sample Volume (cm3 )280.92 276.33
Unit Wet Wt. (gm./ cm3 )2.179 2.185
Unit Wet Wt. (pcf ) 136.0 136.4
Unit Dry Wt. (pcf ) 117.5 119.5
Unit Dry Wt. (gm./ cm3 )1.883 1.914
Void Ratio, e 0.434 0.411
Porosity, n 0.303 0.291
Pore Volume (cm3 )85.0 80.4
Total Wt. Of Sample After Test 617.41
Tested By: SFS Date: 3/19/15 Checked By: GEM Date: 3/23/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5ROJECTS\2015-617 SMITH + GARDNER - BES 14-1 DURHAM CO LF GCCS\[2015-617-03-01 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-02
Client Project BES 14-1 DURHAM CO LF GCCS Depth (ft.) N/A
Project No. 2015-617-03 Sample No. N/A
Lab ID No. 2015-617-03-01
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 6.98
Back Pressure(psi)50.0 Sample Area (cm2 ), A 39.59
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 99 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 7.4E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 7.4E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
3/20/15 15 19 32 19.53 0.000 7.5 12.2 23.9 NA
3/20/15 15 19 55 19.92 0.383 7.2 11.6 23.9 7.9E-07
3/20/15 15 20 29 20.48 0.950 6.8 10.9 23.9 7.6E-07
3/20/15 15 20 56 20.93 1.400 6.5 10.3 23.9 7.6E-07
3/20/15 15 21 25 21.42 1.883 6.2 9.7 23.9 7.5E-07
3/20/15 15 21 56 21.93 2.400 5.9 9.2 23.9 7.4E-07
3/20/15 15 22 29 22.48 2.950 5.6 8.6 23.9 7.4E-07
3/20/15 15 23 4 23.07 3.533 5.3 8.0 23.9 7.5E-07
Tested By: SFS Date: 3/19/15 Checked By: GEM Date: 3/23/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5ROJECTS\2015-617 SMITH + GARDNER - BES 14-1 DURHAM CO LF GCCS\[2015-617-03-01 Permometer.xls]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-39
Client Project BES 14-1 DURHAM CO LF GCCS Depth (ft.)N/A
Project No. 2015-617-03 Sample No. N/A
Lab ID No. 2015-617-03-02
Visual Description: BROWN SILTY CLAY WITH ORGANICS
AVERAGE PERMEABILITY = 1.2E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.2E-09 m/sec @ 20oC
Tested By: SFS Date: 3/19/15 Checked By: GEM Date: 3/23/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5OJECTS\2015-617 SMITH + GARDNER - BES 14-1 DURHAM CO LF GCCS\[2015-617-03-02 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 1.0 2.0 3.0 4.0 5.0 6.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-39
Client Project BES 14-1 DURHAM CO LF GCCS Depth (ft.) N/A
Project No. 2015-617-03 Sample No. N/A
Lab ID No. 2015-617-03-02
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: BROWN SILTY CLAY WITH ORGANICS
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 813 806
Wt. of Tare & WS (gm.)395.99 562.14
Wt. of Tare & DS (gm.)355.20 473.81
Wt. of Tare (gm.)109.58 100.69
Wt. of Water (gm.)40.79 88.33
Wt. of DS (gm.)245.62 373.12
Moisture Content (%)16.6 23.7
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)459.38 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)459.38 487.22
Length 1 (in.)2.295 2.252
Length 2 (in.)2.282 2.240
Length 3 (in.)2.276 2.244
Top Diameter (in.)2.820 2.827
Middle Diameter (in.)2.814 2.830
Bottom Diameter (in.)2.830 2.820
Average Length (in.)2.28 2.25
Average Area (in.2 )6.25 6.27
Sample Volume (cm3 )234.02 230.74
Unit Wet Wt. (gm./ cm3 )1.963 2.112
Unit Wet Wt. (pcf ) 122.5 131.8
Unit Dry Wt. (pcf ) 105.1 106.6
Unit Dry Wt. (gm./ cm3 )1.683 1.707
Void Ratio, e 0.604 0.581
Porosity, n 0.377 0.368
Pore Volume (cm3 )88.1 84.8
Total Wt. Of Sample After Test 464.24
Tested By: SFS Date: 3/19/15 Checked By: GEM Date: 3/23/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5ROJECTS\2015-617 SMITH + GARDNER - BES 14-1 DURHAM CO LF GCCS\[2015-617-03-02 Permometer.xls]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-39
Client Project BES 14-1 DURHAM CO LF GCCS Depth (ft.) N/A
Project No. 2015-617-03 Sample No. N/A
Lab ID No. 2015-617-03-02
Test Pressures Final Sample Dimensions
Cell Pressure(psi)55.0 Sample Length (cm), L 5.70
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.46
Eff. Cons. Pressure(psi) 5.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 100 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 1.2E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.2E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
3/20/15 15 8 41 8.68 0.000 7.5 14.9 23.9 NA
3/20/15 15 9 19 9.32 0.633 7.4 14.7 23.9 1.3E-07
3/20/15 15 9 56 9.93 1.250 7.3 14.4 23.9 1.3E-07
3/20/15 15 10 34 10.57 1.883 7.2 14.2 23.9 1.3E-07
3/20/15 15 11 13 11.22 2.533 7.1 14.0 23.9 1.3E-07
3/20/15 15 11 53 11.88 3.200 7.0 13.7 23.9 1.3E-07
3/20/15 15 12 36 12.60 3.917 6.9 13.5 23.9 1.2E-07
3/20/15 15 13 22 13.37 4.683 6.8 13.3 23.9 1.1E-07
3/20/15 15 14 7 14.12 5.433 6.7 13.1 23.9 1.2E-07
Tested By: SFS Date: 3/19/15 Checked By: GEM Date: 3/23/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 5ROJECTS\2015-617 SMITH + GARDNER - BES 14-1 DURHAM CO LF GCCS\[2015-617-03-02 Permometer.xls]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
This page intentionally left blank.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
DURHAM CO. LF GCCS
Report Number :Geotechnics Representative :
Date (s) :Reviewed By :
Contractor : Borrow Source :
MDD pcf Opt. %M WD (pcf)% M DD (pcf)% C % Req.
ND 01 GW-02 LIFT 1 8"617-02-01 117.2 13.9 129.4 17.8 109.8 93.7%90.0%
ND 02 GW-02 LIFT 3 8"617-02-01 117.2 13.9 134.1 13.6 118.0 100.7%90.0%
ND 03 GW-39 LIFT 3 8"617-02-01 117.2 13.9 123.0 14.6 107.3 91.6%90.0%
Client:SMITH + GARDNER
Project Name :
Project Number :2015-617
Field Density Report
Gauge Number Gauge Model Compaction
Equipment :
TRENCH COMPACTOR
33577 3440
FDR-01 JACOB R. BUDA
2.23.15 & 3.19.15 JRB
BES ONSITE EXCAVATION
Measured In Place Compaction CommentsTest Number Test Location Elevation/
Lift
Rod
Depth
Proctor
I.D. No.
Proctor Data
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
MOISTURE CONTENT
ASTM D 2216 (SOP-S1)
Client
Client Reference DURHAM CO. LF GCCS
Project No.
Test Number:WC-01 WC-02 .003 .004 .005
Nuclear Test Number:ND-01 ND-02 ILSON PROPERTILSON PROPER NA
Location:GW-02 226A ~ 10 - 14'~ 1 - 6'NA
Depth:LIFT 1 LIFT 2 TP-09-03 TP-09-04 GEO
Tare Number 842 312 820 840 1710
Wt. of Tare & WS (gm)546.38 495.27 746.18 650.21 350.1
Wt. of Tare & DS (gm)502.43 402.68 645.88 581.88 331.3
Wt. of Tare (gm)256.09 84.06 208.04 262.64 83.46
Wt. of Water (gm)43.95 92.59 100.3 68.33 18.8
Wt. of DS (gm)246.34 318.62 437.84 319.24 247.84
Water Content (%)17.8 29.1 22.9 21.4 7.6
Test Number:.006 .007 .008 .009 .010
Nuclear Test Number:NA NA NA NA NA
Location:NA NA NA NA NA
Depth:GEO GEO GEO GEO GEO
Tare Number 1710 1710 1710 1710 1710
Wt. of Tare & WS (gm)350.1 350.1 350.1 350.1 350.1
Wt. of Tare & DS (gm)331.3 331.3 331.3 331.3 331.3
Wt. of Tare (gm)83.46 83.46 83.46 83.46 83.46
Wt. of Water (gm)18.8 18.8 18.8 18.8 18.8
Wt. of DS (gm)247.84 247.84 247.84 247.84 247.84
Water Content (%)7.6 7.6 7.6 7.6 7.6
Notes :NA
Tested By JRB Date 3.19.15 Checked By JRB Date 3.24.15
SMITH + GARDNER
2015-617
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
DCN: Data Transmittal Letter Date: 1/28/05 Rev.: 1
November 23, 2015
Project No. 2015-798-001
Mr. Matt Lamb
Smith + Gardner,Inc.
14 N. Boylan Ave.
Raleigh, NC 27603
matt@smithgardnerinc.com
Transmittal
Laboratory Test Results
Durham County Landfill
Please find attached the laboratory test results for the above referenced project. The tests were outlined
on the Project Verification Form that was transmitted to your firm prior to the testing. The testing was
performed in general accordance with the methods listed on the enclosed data sheets. The test results
are believed to be representative of the samples that were submitted for testing and are indicative only of
the specimens which were evaluated. We have no direct knowledge of the origin of the samples and
imply no position with regard to the nature of the test results, i.e. pass/fail and no claims as to the
suitability of the material for its intended use.
The test data and all associated project information provided shall be held in strict confidence and
disclosed to other parties only with authorization by our Client. The test data submitted herein is
considered integral with this report and is not to be reproduced except in whole and only with the
authorization of the Client and Geotechnics. The remaining sample materials for this project will be
retained for a minimum of 90 days as directed by the Geotechnics’ Quality Program.
We are pleased to provide these testing services. Should you have any questions or if we may be of
further assistance, please contact our office.
Respectively submitted,
Geotechnics, Inc.
Michael P. Smith
Regional Manager
We understand that you have a choice in your laboratory services
and we thank you for choosing Geotechnics.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-1/2
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-001
Visual Description: BROWN SILTY CLAY
AVERAGE PERMEABILITY = 6.5E-08 cm/sec @ 20oC
AVERAGE PERMEABILITY = 6.5E-10 m/sec @ 20oC
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/20/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-001 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-1/2
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-001
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: BROWN SILTY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 819 368
Wt. of Tare & WS (gm.)386.85 440.73
Wt. of Tare & DS (gm.)342.34 386.96
Wt. of Tare (gm.)130.32 111.11
Wt. of Water (gm.)44.51 53.77
Wt. of DS (gm.)212.02 275.85
Moisture Content (%)21.0 19.5
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)685.86 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)685.86 677.35
Length 1 (in.)3.338 3.204
Length 2 (in.)3.326 3.149
Length 3 (in.)3.314 3.194
Top Diameter (in.)2.859 2.825
Middle Diameter (in.)2.872 2.780
Bottom Diameter (in.)2.871 2.817
Average Length (in.)3.33 3.18
Average Area (in.2 )6.46 6.19
Sample Volume (cm3 )351.94 322.79
Unit Wet Wt. (gm./ cm3 )1.949 2.098
Unit Wet Wt. (pcf ) 121.6 131.0
Unit Dry Wt. (pcf ) 100.5 109.6
Unit Dry Wt. (gm./ cm3 )1.611 1.756
Void Ratio, e 0.676 0.537
Porosity, n 0.403 0.350
Pore Volume (cm3 )142.0 112.8
Total Wt. Of Sample After Test 677.00
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/20/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-001 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-1/2
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-001
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 8.08
Back Pressure(psi)50.0 Sample Area (cm2 ), A 39.93
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 99 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 6.5E-08 cm/sec @ 20oC
AVERAGE PERMEABILITY = 6.5E-10 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/19/15 15 18 57 18.95 0.000 11.8 17.4 24.0 NA
11/19/15 15 19 51 19.85 0.900 11.7 17.3 24.0 7.6E-08
11/19/15 15 20 51 20.85 1.900 11.6 17.1 24.0 6.9E-08
11/19/15 15 21 55 21.92 2.967 11.5 17.0 24.0 6.6E-08
11/19/15 15 22 59 22.98 4.033 11.4 16.8 24.0 6.6E-08
11/19/15 15 24 5 24.08 5.133 11.3 16.6 24.0 6.5E-08
11/19/15 15 25 13 25.22 6.267 11.2 16.5 24.0 6.4E-08
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/20/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-001 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-1/2
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-002
Visual Description: TAN SANDY CLAY
AVERAGE PERMEABILITY = 3.9E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.9E-09 m/sec @ 20oC
Tested By:AF Date: 11/18/15 Checked By: GEM Date: 11/20/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-002 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-1/2
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-002
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: TAN SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 817 307
Wt. of Tare & WS (gm.)342.81 499.33
Wt. of Tare & DS (gm.)310.39 429.62
Wt. of Tare (gm.)134.98 109.84
Wt. of Water (gm.)32.42 69.71
Wt. of DS (gm.)175.41 319.78
Moisture Content (%)18.5 21.8
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)718.45 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)718.45 738.56
Length 1 (in.)3.491 3.463
Length 2 (in.)3.505 3.461
Length 3 (in.)3.495 3.456
Top Diameter (in.)2.854 2.859
Middle Diameter (in.)2.841 2.847
Bottom Diameter (in.)2.845 2.863
Average Length (in.)3.50 3.46
Average Area (in.2 )6.36 6.41
Sample Volume (cm3 )364.72 363.32
Unit Wet Wt. (gm./ cm3 )1.970 2.033
Unit Wet Wt. (pcf ) 123.0 126.9
Unit Dry Wt. (pcf ) 103.8 104.2
Unit Dry Wt. (gm./ cm3 )1.663 1.669
Void Ratio, e 0.624 0.618
Porosity, n 0.384 0.382
Pore Volume (cm3 )140.1 138.7
Total Wt. Of Sample After Test 729.36
Tested By:AF Date: 11/18/15 Checked By: GEM Date: 11/20/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-002 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-1/2
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-002
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 8.79
Back Pressure(psi)50.0 Sample Area (cm2 ), A 41.34
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 95 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 3.9E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.9E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/19/15 15 5 51 5.85 0.000 10.5 14.1 24.0 NA
11/19/15 15 6 2 6.03 0.183 10.4 14.0 24.0 4.5E-07
11/19/15 15 6 14 6.23 0.383 10.3 13.8 24.0 4.1E-07
11/19/15 15 6 26 6.43 0.583 10.2 13.7 24.0 4.2E-07
11/19/15 15 6 39 6.65 0.800 10.1 13.5 24.0 3.9E-07
11/19/15 15 6 53 6.88 1.033 10.0 13.4 24.0 3.7E-07
11/19/15 15 7 59 7.98 2.133 9.5 12.6 24.0 4.0E-07
11/19/15 15 8 13 8.22 2.367 9.4 12.5 24.0 3.9E-07
11/19/15 15 8 27 8.45 2.600 9.3 12.3 24.0 4.0E-07
11/19/15 15 8 41 8.68 2.833 9.2 12.2 24.0 4.0E-07
11/19/15 15 9 26 9.43 3.583 8.9 11.7 24.0 3.9E-07
Tested By:AF Date: 11/18/15 Checked By: GEM Date: 11/20/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-002 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-4
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-003
Visual Description: TAN AND GRAY SANDY CLAY
AVERAGE PERMEABILITY = 1.7E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.7E-09 m/sec @ 20oC
Tested By:AF Date: 11/18/15 Checked By: GEM Date: 11/20/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-003 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-4
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-003
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: TAN AND GRAY SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 815 398
Wt. of Tare & WS (gm.)367.75 503.16
Wt. of Tare & DS (gm.)326.04 420.12
Wt. of Tare (gm.)137.92 83.84
Wt. of Water (gm.)41.71 83.04
Wt. of DS (gm.)188.12 336.28
Moisture Content (%)22.2 24.7
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)916.87 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)916.87 935.79
Length 1 (in.)4.480 4.451
Length 2 (in.)4.442 4.418
Length 3 (in.)4.463 4.462
Top Diameter (in.)2.840 2.857
Middle Diameter (in.)2.853 2.843
Bottom Diameter (in.)2.831 2.836
Average Length (in.)4.46 4.44
Average Area (in.2 )6.34 6.36
Sample Volume (cm3 )463.59 463.02
Unit Wet Wt. (gm./ cm3 )1.978 2.021
Unit Wet Wt. (pcf ) 123.5 126.2
Unit Dry Wt. (pcf ) 101.1 101.2
Unit Dry Wt. (gm./ cm3 )1.619 1.621
Void Ratio, e 0.668 0.666
Porosity, n 0.400 0.400
Pore Volume (cm3 )185.6 185.1
Total Wt. Of Sample After Test 920.83
Tested By:AF Date: 11/18/15 Checked By: GEM Date: 11/20/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-003 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-4
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-003
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 11.29
Back Pressure(psi)50.0 Sample Area (cm2 ), A 41.02
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 95 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 1.7E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 1.7E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/19/15 15 38 57 38.95 0.000 9.8 10.2 24.1 NA
11/19/15 15 39 40 39.67 0.717 9.7 10.1 24.1 1.6E-07
11/19/15 15 40 20 40.33 1.383 9.6 10.0 24.1 1.7E-07
11/19/15 15 41 4 41.07 2.117 9.5 9.8 24.1 1.6E-07
11/19/15 15 41 45 41.75 2.800 9.4 9.7 24.1 1.7E-07
Tested By:AF Date: 11/18/15 Checked By: GEM Date: 11/20/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-003 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-4
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 1
Project No. 2015-698-001 Sample No. LOWER
Lab ID No. 2015-798-001-004
Visual Description: TAN AND GRAY SANDY CLAY
AVERAGE PERMEABILITY = 5.2E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 5.2E-09 m/sec @ 20oC
Tested By:AF Date: 11/18/15 Checked By: GEM Date: 11/20/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-004 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-4
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-698-001 Sample No. LOWER
Lab ID No. 2015-798-001-004
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: TAN AND GRAY SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 801 832
Wt. of Tare & WS (gm.)346.84 569.63
Wt. of Tare & DS (gm.)301.54 508.1
Wt. of Tare (gm.)97.79 259.04
Wt. of Water (gm.)45.30 61.53
Wt. of DS (gm.)203.75 249.06
Moisture Content (%)22.2 24.7
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)581.42 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)581.42 593.18
Length 1 (in.)2.896 2.874
Length 2 (in.)2.869 2.829
Length 3 (in.)2.883 2.858
Top Diameter (in.)2.857 2.836
Middle Diameter (in.)2.840 2.829
Bottom Diameter (in.)2.845 2.835
Average Length (in.)2.88 2.85
Average Area (in.2 )6.37 6.31
Sample Volume (cm3 )300.79 294.84
Unit Wet Wt. (gm./ cm3 )1.933 2.012
Unit Wet Wt. (pcf ) 120.7 125.6
Unit Dry Wt. (pcf ) 98.7 100.7
Unit Dry Wt. (gm./ cm3 )1.581 1.613
Void Ratio, e 0.707 0.674
Porosity, n 0.414 0.402
Pore Volume (cm3 )124.6 118.7
Total Wt. Of Sample After Test 582.97
Tested By:AF Date: 11/18/15 Checked By: GEM Date: 11/20/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-004 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-4
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-698-001 Sample No. LOWER
Lab ID No. 2015-798-001-004
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 7.25
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.68
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 98 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 5.2E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 5.2E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/19/15 15 50 8 50.13 0.000 9.5 15.3 24.1 NA
11/19/15 15 50 32 50.53 0.400 9.2 14.8 24.1 5.8E-07
11/19/15 15 50 42 50.70 0.567 9.1 14.6 24.1 4.8E-07
11/19/15 15 50 50 50.83 0.700 9.0 14.4 24.1 6.0E-07
11/19/15 15 50 59 50.98 0.850 8.9 14.2 24.1 5.4E-07
11/19/15 15 51 8 51.13 1.000 8.8 14.1 24.1 5.5E-07
11/19/15 15 52 8 52.13 2.000 8.2 13.0 24.1 5.2E-07
11/19/15 15 52 18 52.30 2.167 8.1 12.8 24.1 5.4E-07
11/19/15 15 52 50 52.83 2.700 7.8 12.3 24.1 5.2E-07
11/19/15 15 53 13 53.22 3.083 7.6 11.9 24.1 5.1E-07
Tested By:AF Date: 11/18/15 Checked By: GEM Date: 11/20/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-004 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-10
Client SMITH + GARDNER, INC. Boring No. GW-8
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-005
AVERAGE PERMEABILITY = 5.1E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 5.1E-08 m/sec @ 20oC
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 1 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 9S\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-005 PERMflow.xlsm]Sheet1
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18
TO
T
A
L
F
L
O
W
,
c
m
3
ELAPSED TIME, hrs
TOTAL FLOW vs. ELAPSED TIME
INFLOW OUTFLOW
1.0E-08
1.0E-07
1.0E-06
1.0E-05
1.0E-04
1.0E-03
0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
PORE VOLUMES EXCHANGED
PORE VOLUMES EXCHANGED vs. PERMEABILITY
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-10
Client SMITH + GARDNER, INC. Boring No. GW-8
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-005
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: TAN SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number TB-09 819
Wt. of Tare & WS (gm.) 458.48 369.55
Wt. of Tare & DS (gm.) 385.76 317.46
Wt. of Tare (gm.) 134.06 130.53
Wt. of Water (gm.) 72.72 52.09
Wt. of DS (gm.) 251.70 186.93
Moisture Content (%)28.9 27.9
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.) 440.00 NA
Wt. of Tube (gm.) 0.00 NA
Wt. of WS (calc.)(gm.) 440.00 436.50
Length 1 (in.) 2.245 2.217
Length 2 (in.) 2.245 2.253
Length 3 (in.) 2.226 2.240
Top Diameter (in.) 2.830 2.818
Middle Diameter (in.) 2.827 2.819
Bottom Diameter (in.) 2.835 2.825
Average Length (in.) 2.24 2.24
Average Area (in.2 )6.29 6.25
Sample Volume (cm3 )230.86 229.03
Unit Wet Wt. (gm./ cm 3 )1.91 1.91
Unit Wet Wt. (pcf ) 119.0 119.0
Unit Dry Wt. (pcf ) 92.3 93.0
Unit Dry Wt. (gm./ cm3 )1.48 1.49
Void Ratio, e 0.83 0.81
Porosity, n 0.45 0.45
Pore Volume (cm3 )104.4 102.6
Total Wgt. Of Sample After Test 436.60
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 2 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 915 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-005 PERMflow.xlsm]Sheet1
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
PERMEABILITY TEST
ASTM D 5084-10
Client SMITH + GARDNER, INC. Boring No. GW-8
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-005
Pressure Heads (Constant) Final Sample Dimensions
Top Cap (psi) 49.0 Sample Length (cm), L 5.68
Bottom Cap (psi) 51.0 Sample Diameter (cm) 7.16
Cell (psi) 60.0 Sample Area (cm2 ), A 40.31
Total Pressure Head (cm) 140.6 Inflow Burette Area (cm2 ), a-in 0.880
Hydraulic Gradient 24.75 Outflow Burette Area (cm2 ), a-out 0.865
B Parameter (%) 95
AVERAGE PERMEABILITY = 5.1E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 5.1E-08 m/sec @ 20oC
DATE TIME ELAPSED TOTAL TOTAL TOTAL FLOW TEMP. INCREMENTAL
TIME INFLOW OUTFLOW HEAD PERMEABILITY
t h ( 0 flow ) @ 20oC
(mm/dd/yy) (hr) (min) (hr)(cm3)(cm3)(cm) ( 1 stop )( oC)(cm/sec)
11/20/15 12 12 0.00 0.0 0.0 160.0 0 22.2 NA
11/20/15 12 13 0.02 0.4 0.4 159.1 0 22.2 5.4E-06
11/20/15 12 14 0.03 0.8 0.8 158.4 0 22.2 4.8E-06
11/20/15 12 15 0.05 1.2 1.2 157.4 0 22.2 5.8E-06
11/20/15 12 16 0.07 1.5 1.5 156.7 0 22.2 4.1E-06
11/20/15 12 17 0.08 1.8 1.9 155.9 0 22.2 5.2E-06
11/20/15 12 18 0.10 2.2 2.3 155.1 0 22.2 5.2E-06
11/20/15 12 20 0.13 3.0 3.0 153.4 0 22.2 5.3E-06
11/20/15 12 22 0.17 3.7 3.7 151.9 1 22.2 4.9E-06
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 3 of 3 DCN: CT-22 DATE: 2/2/10 REVISION: 915 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-005 PERMflow.xlsm]Sheet1
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-8
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-006
Visual Description: TAN SANDY CLAY
AVERAGE PERMEABILITY = 5.6E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 5.6E-09 m/sec @ 20oC
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-006 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-8
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-006
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: TAN SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 802 815
Wt. of Tare & WS (gm.)425.31 427.89
Wt. of Tare & DS (gm.)360.12 365.89
Wt. of Tare (gm.)103.00 137.99
Wt. of Water (gm.)65.19 62.00
Wt. of DS (gm.)257.12 227.90
Moisture Content (%)25.4 27.2
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)555.78 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)555.78 563.99
Length 1 (in.)2.779 2.737
Length 2 (in.)2.781 2.738
Length 3 (in.)2.794 2.746
Top Diameter (in.)2.848 2.834
Middle Diameter (in.)2.838 2.834
Bottom Diameter (in.)2.838 2.831
Average Length (in.)2.78 2.74
Average Area (in.2 )6.34 6.30
Sample Volume (cm3 )289.34 283.07
Unit Wet Wt. (gm./ cm3 )1.921 1.992
Unit Wet Wt. (pcf ) 119.9 124.4
Unit Dry Wt. (pcf ) 95.7 97.8
Unit Dry Wt. (gm./ cm3 )1.532 1.566
Void Ratio, e 0.762 0.724
Porosity, n 0.432 0.420
Pore Volume (cm3 )125.1 118.9
Total Wt. Of Sample After Test 557.62
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-006 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-8
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-006
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 6.96
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.67
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 95 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 5.6E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 5.6E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/20/15 14 2 3 2.05 0.000 8.4 13.9 22.4 NA
11/20/15 14 2 20 2.33 0.283 8.2 13.5 22.4 6.3E-07
11/20/15 14 2 30 2.50 0.450 8.1 13.3 22.4 5.4E-07
11/20/15 14 2 40 2.67 0.617 8.0 13.1 22.4 5.5E-07
11/20/15 14 2 50 2.83 0.783 7.9 12.9 22.4 5.6E-07
11/20/15 14 3 0 3.00 0.950 7.8 12.8 22.4 5.7E-07
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-006 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-9
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-007
Visual Description: BROWN SANDY CLAY
AVERAGE PERMEABILITY = 5.6E-08 cm/sec @ 20oC
AVERAGE PERMEABILITY = 5.6E-10 m/sec @ 20oC
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-007 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-9
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-007
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: BROWN SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 806 801
Wt. of Tare & WS (gm.)419.03 386.12
Wt. of Tare & DS (gm.)375.27 342.96
Wt. of Tare (gm.)100.08 97.77
Wt. of Water (gm.)43.76 43.16
Wt. of DS (gm.)275.19 245.19
Moisture Content (%)15.9 17.6
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)672.73 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)672.73 682.60
Length 1 (in.)3.100 3.084
Length 2 (in.)3.114 3.089
Length 3 (in.)3.091 3.057
Top Diameter (in.)2.855 2.845
Middle Diameter (in.)2.838 2.843
Bottom Diameter (in.)2.834 2.842
Average Length (in.)3.10 3.08
Average Area (in.2 )6.35 6.35
Sample Volume (cm3 )322.50 320.13
Unit Wet Wt. (gm./ cm3 )2.086 2.132
Unit Wet Wt. (pcf ) 130.2 133.1
Unit Dry Wt. (pcf ) 112.3 113.2
Unit Dry Wt. (gm./ cm3 )1.800 1.813
Void Ratio, e 0.500 0.489
Porosity, n 0.333 0.328
Pore Volume (cm3 )107.5 105.2
Total Wt. Of Sample After Test 677.93
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-007 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-9
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-007
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 7.81
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.96
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 97 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 5.6E-08 cm/sec @ 20oC
AVERAGE PERMEABILITY = 5.6E-10 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/20/15 13 50 25 50.42 0.000 9.3 13.9 22.4 NA
11/20/15 13 51 59 51.98 1.567 9.2 13.7 22.4 5.6E-08
11/20/15 13 53 34 53.57 3.150 9.1 13.5 22.4 5.6E-08
11/20/15 13 55 9 55.15 4.733 9.0 13.4 22.4 5.7E-08
11/20/15 13 56 48 56.80 6.383 8.9 13.2 22.4 5.5E-08
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-007 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-9
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-008
Visual Description: BROWN SANDY CLAY
AVERAGE PERMEABILITY = 2.5E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 2.5E-09 m/sec @ 20oC
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-008 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-9
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-008
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: BROWN SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 800 807
Wt. of Tare & WS (gm.)428.52 486.2
Wt. of Tare & DS (gm.)382.87 426.63
Wt. of Tare (gm.)103.19 102.91
Wt. of Water (gm.)45.65 59.57
Wt. of DS (gm.)279.68 323.72
Moisture Content (%)16.3 18.4
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)381.81 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)381.81 388.64
Length 1 (in.)1.822 1.808
Length 2 (in.)1.834 1.828
Length 3 (in.)1.827 1.814
Top Diameter (in.)2.836 2.834
Middle Diameter (in.)2.839 2.816
Bottom Diameter (in.)2.830 2.840
Average Length (in.)1.83 1.82
Average Area (in.2 )6.31 6.29
Sample Volume (cm3 )189.06 187.26
Unit Wet Wt. (gm./ cm3 )2.020 2.075
Unit Wet Wt. (pcf ) 126.1 129.6
Unit Dry Wt. (pcf ) 108.4 109.4
Unit Dry Wt. (gm./ cm3 )1.736 1.753
Void Ratio, e 0.555 0.540
Porosity, n 0.357 0.351
Pore Volume (cm3 )67.5 65.7
Total Wt. Of Sample After Test 388.78
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-008 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-9
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-008
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 4.61
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.58
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 97 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 2.5E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 2.5E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/20/15 13 32 9 32.15 0.000 6.2 14.7 21.7 NA
11/20/15 13 32 28 32.47 0.317 6.1 14.4 21.7 2.7E-07
11/20/15 13 32 49 32.82 0.667 6.0 14.2 21.7 2.5E-07
11/20/15 13 33 10 33.17 1.017 5.9 13.9 21.7 2.5E-07
11/20/15 13 33 32 33.53 1.383 5.8 13.6 21.7 2.5E-07
11/20/15 13 33 55 33.92 1.767 5.7 13.3 21.7 2.4E-07
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-008 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-10
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-009
Visual Description: BROWN SANDY CLAY
AVERAGE PERMEABILITY = 3.9E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.9E-09 m/sec @ 20oC
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-009 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.5 1.0 1.5 2.0 2.5 3.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-10
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-009
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: BROWN SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 817 808
Wt. of Tare & WS (gm.)412.75 317.66
Wt. of Tare & DS (gm.)356.33 273.23
Wt. of Tare (gm.)134.90 103.25
Wt. of Water (gm.)56.42 44.43
Wt. of DS (gm.)221.43 169.98
Moisture Content (%)25.5 26.1
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)439.80 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)439.80 442.11
Length 1 (in.)2.249 2.256
Length 2 (in.)2.257 2.236
Length 3 (in.)2.271 2.241
Top Diameter (in.)2.839 2.850
Middle Diameter (in.)2.823 2.816
Bottom Diameter (in.)2.840 2.824
Average Length (in.)2.26 2.24
Average Area (in.2 )6.31 6.29
Sample Volume (cm3 )233.51 231.34
Unit Wet Wt. (gm./ cm3 )1.883 1.911
Unit Wet Wt. (pcf ) 117.6 119.3
Unit Dry Wt. (pcf ) 93.7 94.6
Unit Dry Wt. (gm./ cm3 )1.501 1.515
Void Ratio, e 0.799 0.782
Porosity, n 0.444 0.439
Pore Volume (cm3 )103.7 101.5
Total Wt. Of Sample After Test 443.38
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-009 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-10
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-009
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 5.70
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.58
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 95 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 3.9E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.9E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/20/15 13 17 13 17.22 0.000 7.6 15.1 22.3 NA
11/20/15 13 17 26 17.43 0.217 7.5 14.9 22.3 3.8E-07
11/20/15 13 17 38 17.63 0.417 7.4 14.7 22.3 4.1E-07
11/20/15 13 17 51 17.85 0.633 7.3 14.4 22.3 3.9E-07
11/20/15 13 18 18 18.30 1.083 7.1 14.0 22.3 3.8E-07
11/20/15 13 18 45 18.75 1.533 6.9 13.5 22.3 3.9E-07
11/20/15 13 19 42 19.70 2.483 6.5 12.6 22.3 3.9E-07
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-009 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-10
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-010
Visual Description: TAN SANDY CLAY
AVERAGE PERMEABILITY = 3.1E-08 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.1E-10 m/sec @ 20oC
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-010 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-10
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-010
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: TAN SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 826 SS-5
Wt. of Tare & WS (gm.)405.79 407.4
Wt. of Tare & DS (gm.)358.41 350.62
Wt. of Tare (gm.)134.23 99.22
Wt. of Water (gm.)47.38 56.78
Wt. of DS (gm.)224.18 251.40
Moisture Content (%)21.1 22.6
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)632.75 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)632.75 640.33
Length 1 (in.)2.976 2.977
Length 2 (in.)2.966 2.929
Length 3 (in.)2.960 2.940
Top Diameter (in.)2.858 2.839
Middle Diameter (in.)2.847 2.855
Bottom Diameter (in.)2.850 2.846
Average Length (in.)2.97 2.95
Average Area (in.2 )6.39 6.36
Sample Volume (cm3 )310.57 307.53
Unit Wet Wt. (gm./ cm3 )2.037 2.082
Unit Wet Wt. (pcf ) 127.2 130.0
Unit Dry Wt. (pcf ) 105.0 106.0
Unit Dry Wt. (gm./ cm3 )1.682 1.699
Void Ratio, e 0.605 0.590
Porosity, n 0.377 0.371
Pore Volume (cm3 )117.1 114.1
Total Wt. Of Sample After Test 634.11
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-010 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-10
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-010
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 7.49
Back Pressure(psi)50.0 Sample Area (cm2 ), A 41.06
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 97 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 3.1E-08 cm/sec @ 20oC
AVERAGE PERMEABILITY = 3.1E-10 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/20/15 12 40 21 40.35 0.000 9.0 13.9 22.3 NA
11/20/15 12 42 33 42.55 2.200 8.9 13.8 22.3 4.0E-08
11/20/15 12 44 58 44.97 4.617 8.8 13.6 22.3 3.6E-08
11/20/15 12 47 50 47.83 7.483 8.7 13.4 22.3 3.1E-08
11/20/15 12 50 41 50.68 10.333 8.6 13.3 22.3 3.2E-08
11/20/15 12 53 45 53.75 13.400 8.5 13.1 22.3 3.0E-08
11/20/15 12 56 43 56.72 16.367 8.4 12.9 22.3 3.1E-08
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-010 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-11
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-011
Visual Description: BROWN SANDY CLAY
AVERAGE PERMEABILITY = 4.0E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 4.0E-09 m/sec @ 20oC
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-011 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No. GW-11
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-011
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: BROWN SANDY CLAY
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 808 806
Wt. of Tare & WS (gm.)365.28 411.05
Wt. of Tare & DS (gm.)320.83 344.4
Wt. of Tare (gm.)103.32 100.02
Wt. of Water (gm.)44.45 66.65
Wt. of DS (gm.)217.51 244.38
Moisture Content (%)20.4 27.3
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)615.27 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)615.27 650.20
Length 1 (in.)3.147 3.103
Length 2 (in.)3.141 3.121
Length 3 (in.)3.147 3.114
Top Diameter (in.)2.843 2.838
Middle Diameter (in.)2.834 2.821
Bottom Diameter (in.)2.825 2.809
Average Length (in.)3.15 3.11
Average Area (in.2 )6.31 6.26
Sample Volume (cm3 )325.10 319.19
Unit Wet Wt. (gm./ cm3 )1.893 2.037
Unit Wet Wt. (pcf ) 118.1 127.2
Unit Dry Wt. (pcf ) 98.1 99.9
Unit Dry Wt. (gm./ cm3 )1.571 1.601
Void Ratio, e 0.718 0.687
Porosity, n 0.418 0.407
Pore Volume (cm3 )135.9 130.0
Total Wt. Of Sample After Test 627.37
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-011 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No. GW-11
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 2
Project No. 2015-798-001 Sample No. UPPER
Lab ID No. 2015-798-001-011
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 7.91
Back Pressure(psi)50.0 Sample Area (cm2 ), A 40.37
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 96 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 4.0E-07 cm/sec @ 20oC
AVERAGE PERMEABILITY = 4.0E-09 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/20/15 9 59 27 59.45 0.000 9.2 13.5 21.7 NA
11/20/15 9 59 53 59.88 0.433 9.0 13.2 21.7 4.3E-07
11/20/15 10 0 7 0.12 0.667 8.9 13.0 21.7 4.1E-07
11/20/15 10 0 22 0.37 0.917 8.8 12.9 21.7 3.8E-07
11/20/15 10 0 36 0.60 1.150 8.7 12.7 21.7 4.2E-07
11/20/15 10 0 51 0.85 1.400 8.6 12.6 21.7 3.9E-07
11/20/15 10 1 21 1.35 1.900 8.4 12.2 21.7 4.0E-07
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-011 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC. Boring No.GW-11
Client Project DURHAM CO. LANDFILL Depth (ft.)LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-012
Visual Description: BROWN CLAYEY SAND
AVERAGE PERMEABILITY = 2.7E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 2.7E-08 m/sec @ 20oC
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 1 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-012 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
1.0E-09
1.0E-08
1.0E-07
1.0E-06
1.0E-05
0.0 0.2 0.4 0.6 0.8 1.0 1.2
PE
R
M
E
A
B
I
L
I
T
Y
,
c
m
/
s
e
c
ELAPSED TIME, min
PERMEABILITY vs. TIME
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-11
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-012
Specific Gravity 2.70 Assumed
Sample Condition Undisturbed
Visual Description: BROWN CLAYEY SAND
MOISTURE CONTENT:BEFORE TEST AFTER TEST
Tare Number 801 800
Wt. of Tare & WS (gm.)355.52 356.39
Wt. of Tare & DS (gm.)315.04 307.77
Wt. of Tare (gm.)97.79 103.12
Wt. of Water (gm.)40.48 48.62
Wt. of DS (gm.)217.25 204.65
Moisture Content (%)18.6 23.8
SPECIMEN:BEFORE TEST AFTER TEST
Wt. of Tube & WS (gm.)470.27 NA
Wt. of Tube (gm.)0.00 NA
Wt. of WS (calc.) (gm.)470.27 490.58
Length 1 (in.)2.519 2.506
Length 2 (in.)2.536 2.489
Length 3 (in.)2.517 2.468
Top Diameter (in.)2.826 2.774
Middle Diameter (in.)2.801 2.775
Bottom Diameter (in.)2.807 2.747
Average Length (in.)2.52 2.49
Average Area (in.2 )6.21 6.01
Sample Volume (cm3 )256.75 244.84
Unit Wet Wt. (gm./ cm3 )1.832 2.004
Unit Wet Wt. (pcf ) 114.3 125.1
Unit Dry Wt. (pcf ) 96.4 101.1
Unit Dry Wt. (gm./ cm3 )1.544 1.619
Void Ratio, e 0.749 0.668
Porosity, n 0.428 0.400
Pore Volume (cm3 )109.9 98.0
Total Wt. Of Sample After Test 486.17
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 2 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-012 Permometer.xlsm]Sheet1
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone (919) 876-0405 • Fax (919) 876-0460 • www.geotechnics.net
Client SMITH + GARDNER, INC.Boring No. GW-11
Client Project DURHAM CO. LANDFILL Depth (ft.) LIFT 1
Project No. 2015-798-001 Sample No. LOWER
Lab ID No. 2015-798-001-012
Test Pressures Final Sample Dimensions
Cell Pressure(psi)60.0 Sample Length (cm), L 6.32
Back Pressure(psi)50.0 Sample Area (cm2 ), A 38.75
Eff. Cons. Pressure(psi) 10.0 Pipette Area (cm2 ), ap 0.03142
Response (%) 97 Annulus Area (cm2 ), aa 0.76712
Equilibrium Level (cm), Req 1
AVERAGE PERMEABILITY = 2.7E-06 cm/sec @ 20oC
AVERAGE PERMEABILITY = 2.7E-08 m/sec @ 20oC
DATE ELAPSED PIPETTE INCREMENT TEMP. INCREMENTAL
TIME READI NG GRADIENT PERMEABILITY
tRp i @ 20oC
(mm/dd/yy) (hr) (min) (sec) (min) (min) (cm) (cm/cm)( oC)(cm/sec)
11/20/15 12 59 1 59.02 0.000 9.5 17.6 22.3 NA
11/20/15 12 59 9 59.15 0.133 9.0 16.5 22.3 2.8E-06
11/20/15 12 59 18 59.30 0.283 8.5 15.5 22.3 2.7E-06
11/20/15 12 59 27 59.45 0.433 8.0 14.5 22.3 2.8E-06
11/20/15 12 59 35 59.58 0.567 7.6 13.6 22.3 2.7E-06
11/20/15 12 59 48 59.80 0.783 7.0 12.4 22.3 2.7E-06
11/20/15 13 0 0 0.00 0.983 6.5 11.4 22.3 2.7E-06
Tested By:AF Date: 11/19/15 Checked By: GEM Date: 11/23/15
Page 3 of 3 DCN: CT-22A DATE:2-2-10 REVISION: 55 PROJECTS\2015-798 SMITH + GARDNER - DURHAM CO LANDFILL\[2015-798-001-012 Permometer.xlsm]Sheet1
TIME
FLEXIBLE WALL PERMEABILITY TEST
PERMOMETER METHOD
ASTM D 5084-10
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
This page intentionally left blank.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
ATTACHMENT E --- PRESSURE TESTS
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
This page intentionally left blank.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/6/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___1_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =140 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing EW-39
To: GW-5
Test Section: Diameter: 4 Length: 140
Test Start Time/Date: 5:30 PM Maximum Start Pressure (psig): 5
Test End Time/Date: 5:35 PM Maximum End Pressure (psig): 5
Total Test Time: 0:05 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/9/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___2_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =30 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-7
Test Section: Diameter: 4 Length: 30
Test Start Time/Date: 11:46 AM Maximum Start Pressure (psig): 5
Test End Time/Date: 11:50 AM Maximum End Pressure (psig): 5
Total Test Time: 0:04 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/9/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___3_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =150 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-2
Test Section: Diameter: 4 Length: 150
Test Start Time/Date: 12:21 AM Maximum Start Pressure (psig): 5
Test End Time/Date: 12:24 AM Maximum End Pressure (psig): 5
Total Test Time: 0:03 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/10/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___4_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =400 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-8 to GW-9
Test Section: Diameter: 4 Length: 400
Test Start Time/Date: 10:25 AM Maximum Start Pressure (psig): 5
Test End Time/Date: 10:28 AM Maximum End Pressure (psig): 5
Total Test Time: 0:03 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/10/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___5_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =120 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: GW-8 lateral
To: GW-10
Test Section: Diameter: 4 Length: 120
Test Start Time/Date: 10:53 AM Maximum Start Pressure (psig): 5
Test End Time/Date: 10:56 AM Maximum End Pressure (psig): 5
Total Test Time: 0:03 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/10/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___6_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =265 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-4 to GW-6
Test Section: Diameter: 4 Length: 265
Test Start Time/Date: 11:56 AM Maximum Start Pressure (psig): 5
Test End Time/Date: 11:59 AM Maximum End Pressure (psig): 5
Total Test Time: 0:03 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/12/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___7_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =140 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-11
Test Section: Diameter: 4 Length: 140
Test Start Time/Date: 9:11 AM Maximum Start Pressure (psig): 5
Test End Time/Date: 9:14 AM Maximum End Pressure (psig): 5
Total Test Time: 0:03 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/12/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___8_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =110 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: EW-22R
Test Section: Diameter: 4 Length: 110
Test Start Time/Date: 2:20 PM Maximum Start Pressure (psig): 5
Test End Time/Date: 2:23 PM Maximum End Pressure (psig): 5
Total Test Time: 0:03 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/12/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___9_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =30 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-12
Test Section: Diameter: 4 Length: 30
Test Start Time/Date: 2:01 PM Maximum Start Pressure (psig): 5
Test End Time/Date: 2:04 PM Maximum End Pressure (psig): 5
Total Test Time: 0:03 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/12/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___10_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =20 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-13
Test Section: Diameter: 4 Length: 20
Test Start Time/Date: 2:47 PM Maximum Start Pressure (psig): 5
Test End Time/Date: 2:50 PM Maximum End Pressure (psig): 5
Total Test Time: 0:03 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/12/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___11_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =55 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-14
Test Section: Diameter: 4 Length: 55
Test Start Time/Date: 4:54 PM Maximum Start Pressure (psig): 5
Test End Time/Date: 5:00 PM Maximum End Pressure (psig): 5
Total Test Time: 0:06 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/12/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___12_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =20 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-15
Test Section: Diameter: 4 Length: 20
Test Start Time/Date: 5:39 PM Maximum Start Pressure (psig): 5
Test End Time/Date: 5:43 PM Maximum End Pressure (psig): 5
Total Test Time: 0:04 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/18/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___13_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =286 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing Well EW-30
To: GW-1 to GW-3
Test Section: Diameter: 4 Length: 286
Test Start Time/Date: 10:23 AM Maximum Start Pressure (psig): 5
Test End Time/Date: 10:26 AM Maximum End Pressure (psig): 5
Total Test Time: 0:03 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DATE: 3/18/2015
RECORDED BY: Don Misenheimer
JOB NO: BES 14-1
PAGE: ___14_____of____14____
Pressure Test Report
Test Time Calculator:NOTE - This formula should be used for pipes with nominal diameters from 4"
to 30". Consult with pipe/fitting manufacturer if pipe size is outside of this range.
Time test (T ) is determined using the following formula from Section 9.2 of ASTM standard F 1417
- 92, and modified for 0.5 psig, as directed in Section 9.5 of the standard. Input 1) pipe diameter and
2) length for the section tested in the shaded cells below. For multiple diameters, perform this
calculation for each pipe diameter being tested, and take the sum total T.
T = (0.085 DK/Q)/2
where:
D =4 nominal pipe size, inches
L =155 length of test section, feet
K =1 0.000419 DL (not less than 1.0)
Q =0.0015 leak rate in cfm/square feet of internal surface = 0.0015 CFM/SF
T =113.33 seconds
1.89 minutes
0.03 hours
Pressure Test Field Log
Contractor or Company: Biogas Energy
Pipe Line Description: HDPE, 4"
(material, thickness rating, etc.)
Section Tested: From: Existing lateral
To: GW-16
Test Section: Diameter: 4 Length: 155
Test Start Time/Date: 4:20 PM Maximum Start Pressure (psig): 5
Test End Time/Date: 4:24 PM Maximum End Pressure (psig): 5
Total Test Time: 0:04 Total Pressure Drop (psig): 0
Test Result (circle one): Pass (pressure drop less than 0.5 psig)
Fail (pressure drop greater than 0.5 psig)
Leak Location (if Fail):
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
ATTACHMENT F --- APPROVED ASBESTOS WORKPLAN
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
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DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
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DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
Matt Lamb <matt@smithgardnerinc.com>
Fwd: MP Wayne, LLC/MP Durham, LLC Asbestos Work Plans review
1 message
Matt Lamb <matt@smithgardnerinc.com> Fri, Mar 11, 2016 at 8:23 AM
To: Don Misenheimer <don@smithgardnerinc.com>, Stacey Smith <stacey@smithgardnerinc.com>
Email approval dated December 10, 2014 at 5:15pm
Matt S. Lamb
Senior Scientist
SMITH +GARDNER
14 N. Boylan Avenue
Raleigh, NC 27603
P (919) 828.0577 x121
F (919) 828.3899
C (919) 801.3548
---------- Forwarded message ----------
From: Matt Lamb <matt@smithgardnerinc.com>
Date: Wed, Dec 10, 2014 at 5:43 PM
Subject: Fwd: MP Wayne, LLC/MP Durham, LLC Asbestos Work Plans review
To: Don Misenheimer <don@smithgardnerinc.com>, Stacey Smith <stacey@smithgardnerinc.com>, Bob Gettys
<bgettys@besch4.com>, Ryan Hennessy <RHennessy@besch4.com>, Ryan Hennessy
<hennessygenerator@gmail.com>, Steve Laliberty <SLaliberty@besch4.com>
Gentlemen, based on Jeff Dellinger's email reply in this thread, there are only minor questions regarding the asbestos
work plans at Wayne and Durham. He has given approval via this email to commence work.
Please let me know if you have questions.
Thanks
Matt S. Lamb
Senior Scientist
SMITH +GARDNER
14 N. Boylan Avenue
Raleigh, NC 27603
P (919) 828.0577 x121
F (919) 828.3899
C (919) 801.3548
Smith Gardner, Inc Mail - Fwd: MP Wayne, LLC/MP Durham, LLC Asb... https://mail.google.com/mail/u/0/?ui=2&ik=1d72412d87&view=pt&q=in...
1 of 5 3/18/2016 9:38 AM
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
---------- Forwarded message ----------
From: Dellinger, Jeff <jeff.dellinger@dhhs.nc.gov>
Date: Wed, Dec 10, 2014 at 5:15 PM
Subject: RE: MP Wayne, LLC/MP Durham, LLC Asbestos Work Plans review
To: Matt Lamb <matt@smithgardnerinc.com>
Hey Wayne,
Sorry for the delay. I got behind.
Regarding the Wayne County and Durham County projects.
I do have a couple of questions but consider them minor and we can clarify them by phone later.
Use this email as a reference that I have read both of the plans and have no major concerns.
So, start your projects.
Thanks for your patience.
jeff
From: Matt Lamb [matt@smithgardnerinc.com]
Sent: Wednesday, December 10, 2014 10:02 AM
To:Dellinger, Jeff; Don Misenheimer
Subject: Re: MP Wayne, LLC/MP Durham, LLC Asbestos Work Plans review
Jeff:
I hoe your training went well. I didn't see any comments back from you last Friday as you had
indicated. I just wanted to make sure I didn't miss those. We are very anxious to begin work.
Thank you.
On Tue, Dec 2, 2014 at 4:28 PM, Dellinger, Jeff <jeff.dellinger@dhhs.nc.gov> wrote:
Hey Matt,
I’ll finish my review and will get with you this week.
Thanks,
Smith Gardner, Inc Mail - Fwd: MP Wayne, LLC/MP Durham, LLC Asb... https://mail.google.com/mail/u/0/?ui=2&ik=1d72412d87&view=pt&q=in...
2 of 5 3/18/2016 9:38 AM
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
jeff
Jeffery W. Dellinger
Industrial Hygiene Consultant Supervisor
N.C. Department of Health and Human Services
Industrial Hygiene Consultant, OEEB-Division of Public Health
5505 Six Forks Road
Raleigh, NC 27609
(Office) 919 - 707-5972
(Fax) 919 - 870-4808
jeff.dellinger@dhhs.nc.gov
http://epi.publichealth.nc.gov/asbestos/ahmp.html
http://epi.publichealth.nc.gov/lead/lhmp.html
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties by an authorized State official. Unauthorized disclosure of juvenile, health, legally privileged, or otherwise
confidential information, including confidential information relating to an ongoing State procurement effort, is prohibited by
law. If you have received this email e-mail in error, please notify the sender immediately and delete all records of this e-mail.
From: Matt Lamb [mailto:matt@smithgardnerinc.com]
Sent: Tuesday, December 02, 2014 2:26 PM
To: Dellinger, Jeff
Cc:stacey@smithgardnerinc.com; Don Misenheimer
Subject: MP Wayne, LLC/MP Durham, LLC Asbestos Work Plans review
Smith Gardner, Inc Mail - Fwd: MP Wayne, LLC/MP Durham, LLC Asb... https://mail.google.com/mail/u/0/?ui=2&ik=1d72412d87&view=pt&q=in...
3 of 5 3/18/2016 9:38 AM
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
Jeff:
I understand you’re in training this week, but I wanted to check and see how the review for
the asbestos work plans are coming. These are for the Methane Power sites at the Wayne
Co. Landfill and the City of Durham Landfill. Please let me know when you think you want to
go over any comments or questions you may have.
Thanks
Matt Lamb
Sr. Scientist
SMITH +GARDNER
14 N. Boylan Avenue
Raleigh, NC 27603
P (919) 828.0577
F (919) 828.3899
C (919) 801.3548
--
Matt
S. Lamb
Senior Scientist
SMITH
+
GARDNER
Smith Gardner, Inc Mail - Fwd: MP Wayne, LLC/MP Durham, LLC Asb... https://mail.google.com/mail/u/0/?ui=2&ik=1d72412d87&view=pt&q=in...
4 of 5 3/18/2016 9:38 AM
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
MP Durham, LLC – Landfill Gas Collection System Expansion 2014 Asbestos Work Plan
November 2014 Table of Contents Page i
Landfill Gas Collection System Expansion 2014
City of Durham Landfill
(Solid Waste Permit No. 3201-MSWLF-1979)
Asbestos Work Plan
Table of Contents
Page
1.0 OVERVIEW ................................................................................................................. 1
2.0 DEFINITIONS ............................................................................................................. 1
2.1 Adequately Wet (40 CFR §61.141) ........................................................................... 1
2.2 Asbestos (40 CFR §61.141)...................................................................................... 1
2.3 Asbestos Waste Disposal Area ............................................................................... 2
2.4 Friable Asbestos-Containing Material (ACM) ......................................................... 2
2.5 Non-Friable (US EPA, Region 4 - Asbestos Enforcement Bulletin, June 2003) ..... 2
2.6 Regulated Asbestos-Containing Material (RACM) .................................................. 2
2.7 Accredited Asbestos Supervisor (AAS) ................................................................... 2
2.8 Trained Asbestos Supervisor (TAS) ........................................................................ 2
2.9 Accredited Asbestos Inspector (AAI)....................................................................... 3
3.0 REGULATIONS ........................................................................................................... 3
3.1 Abbreviations .......................................................................................................... 3
3.2 Potential Asbestos-Contaminated Waste ............................................................... 3
3.3 Identified Asbestos-Contaminated Waste .............................................................. 3
4.0 NOTIFICATION ........................................................................................................... 3
5.0 PROJECT ACTIVITIES ................................................................................................. 4
5.1 Involved Parties ....................................................................................................... 5
5.2 Work Area Setup and Maintenance ........................................................................ 5
5.3 Inspection of Excavated Waste ............................................................................... 6
5.4 ACM Contingency Plan ............................................................................................ 6
5.5 Disposal ................................................................................................................... 6
FIGURES
Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 Details
ATTACHMENTS
Attachment A NC Asbestos Waste Shipment Record
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
MP Durham LLC – Landfill Gas Collection System Expansion 2014 Asbestos Work Plan
November 2014 Page 7
complete the NC Asbestos Waste Shipment Record, included in Attachment A, and their
own sample description form if samples are collected. The chain of custody shall be
maintained by the Contractor.
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
MP Durham LLC – Landfill Gas Collection System Expansion 2014 Asbestos Work Plan
November 2014 Page 8
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DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
FIG 1
Durham GCCS Expansion
Site Location Map
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Work Area
Work Area
New Header Pipe
New Header Valve
Existing Valve
New Vertical Well Location
Existing Vertical Well
Public Access Road
FIG 2
Durham GCCS Expansion
Site Plan
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
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FIG 3
Durham GCCS Expansion
Details
DocuSign Envelope ID: B6FD1063-E888-4562-9D78-B619BA49FEE3
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Certificate Of Completion
Envelope Id: B6FD1063E88845629D78B619BA49FEE3 Status: Completed
Subject: Please DocuSign: Seal 2015 FINAL Record Report-Durham-031816.pdf
Source Envelope:
Document Pages: 136 Signatures: 2 Envelope Originator:
Certificate Pages: 4 Initials: 0 Smith Gardner, Inc.
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-05:00) Eastern Time (US & Canada)
14 N. Boylan Ave
Raleigh, NC 27603
docusign@smithgardnerinc.com
IP Address: 24.106.183.110
Record Tracking
Status: Original
March 18, 2016 | 10:51
Holder: Smith Gardner, Inc.
docusign@smithgardnerinc.com
Location: DocuSign
Signer Events Signature Timestamp
Matt Lamb
matt@smithgardnerinc.com
Security Level: Email, Account Authentication
(None)
Using IP Address: 24.106.183.110
Sent: March 18, 2016 | 10:52
Viewed: March 18, 2016 | 10:53
Signed: March 18, 2016 | 10:53
Electronic Record and Signature Disclosure:
Accepted: March 18, 2016 | 10:53
ID: 0c94bc7d-2a61-4742-80fc-cc60abf87849
Stacey A. Smith
stacey@smithgardnerinc.com
President
Security Level: Email, Account Authentication
(None)Using IP Address: 24.106.183.110
Sent: March 18, 2016 | 10:53
Viewed: March 18, 2016 | 11:19
Signed: March 18, 2016 | 11:19
Electronic Record and Signature Disclosure:
Accepted: March 18, 2016 | 11:19
ID: 7d02d52b-e55f-4d22-949b-d7ee5a0304ee
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
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Notary Events Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted March 18, 2016 | 10:53
Certified Delivered Security Checked March 18, 2016 | 11:19
Signing Complete Security Checked March 18, 2016 | 11:19
Completed Security Checked March 18, 2016 | 11:19
Electronic Record and Signature Disclosure
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described below. Please also see the paragraph immediately above that describes the
consequences of your electing not to receive delivery of the notices and disclosures
Electronic Record and Signature Disclosure created on: 4/7/2015 7:58:24 PM
Parties agreed to: Matt Lamb, Stacey A. Smith
electronically from us.
How to contact Smith Gardner, Inc.:
You may contact us to let us know of your changes as to how we may contact you electronically,
to request paper copies of certain information from us, and to withdraw your prior consent to
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To contact us by email send messages to: emily@smithgardnerinc.com
To advise Smith Gardner, Inc. of your new e-mail address
To let us know of a change in your e-mail address where we should send notices and disclosures
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in the body of such request you must state: your previous e-mail address, your new e-mail
address. We do not require any other information from you to change your email address..
In addition, you must notify DocuSign, Inc. to arrange for your new email address to be reflected
in your DocuSign account by following the process for changing e-mail in the DocuSign system.
To request paper copies from Smith Gardner, Inc.
To request delivery from us of paper copies of the notices and disclosures previously provided
by us to you electronically, you must send us an e-mail to emily@smithgardnerinc.com and in
the body of such request you must state your e-mail address, full name, US Postal address, and
telephone number. We will bill you for any fees at that time, if any.
To withdraw your consent with Smith Gardner, Inc.
To inform us that you no longer want to receive future notices and disclosures in electronic
format you may:
i. decline to sign a document from within your DocuSign session, and on the subsequent
page, select the check-box indicating you wish to withdraw your consent, or you may;
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must state your e-mail, full name, US Postal Address, and telephone number. We do not
need any other information from you to withdraw consent.. The consequences of your
withdrawing consent for online documents will be that transactions may take a longer time
to process..
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Acknowledging your access and consent to receive materials electronically
To confirm to us that you can access this information electronically, which will be similar to
other electronic notices and disclosures that we will provide to you, please verify that you were
able to read this electronic disclosure and that you also were able to print on paper or
electronically save this page for your future reference and access or that you were able to e-mail
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exclusively in electronic format on the terms and conditions described above, please let us know
by clicking the ‘I agree’ button below.
By checking the ‘I agree’ box, I confirm that:
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ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and
• I can print on paper the disclosure or save or send the disclosure to a place where I can
print it, for future reference and access; and
• Until or unless I notify Smith Gardner, Inc. as described above, I consent to receive from
exclusively through electronic means all notices, disclosures, authorizations,
acknowledgements, and other documents that are required to be provided or made
available to me by Smith Gardner, Inc. during the course of my relationship with you.