2906_DavidsonCoCDLF_ClosureCQARpt_DIN27735_20170516

May 16, 2017

Mr. Ming-Tai Chao, P.E.
Environmental Engineer
NC DEQ - Division of Waste Management
1646 Mail Service Center
Raleigh, NC 27699-1646
[e-mail]

RE: Davidson County C&D Landfill (Permit No. 29-06-CDLF)
Closure CQA Report
Lexington, North Carolina

Dear Ming:

On behalf of Davidson County, Smith Gardner, Inc. (S+G) would like to submit for your review
the enclosed construction quality assurance (CQA) report for the closure of the County’s
construction and demolition debris (C&D) landfill unit.

Should you have any questions or require clarification and/or additional information, please
contact me at your earliest convenience.

Sincerely,
SMITH GARDNER, INC.

Pieter K. Scheer, P.E.
Vice President, Senior Engineer
[e-mail]

Enclosure: C&DLF Closure CQA Report

cc: Rex Buck, Davidson County
Steven Sink, Davidson County

Construction Quality Assurance Report

Davidson County C&D Landfill Closure
Lexington, North Carolina

Prepared for:

Davidson County Integrated Solid Waste Management Department
Lexington, North Carolina

May 2017

Prepared by:

© 2017 Smith Gardner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed upon by the client and Smith Gardner, Inc.
F-1370 F-1370
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

Construction Quality Assurance Report

Davidson County C&D Landfill Closure
Lexington, North Carolina

Prepared For:
Davidson County Integrated Solid Waste Management Department
Lexington, North Carolina

S+G Project No. DAVIDSON-16-12

Byron S. Hackney
Field Services Manager

Pieter K. Scheer, P.E.
Vice President, Senior Engineer

May 2017

F-1370 F-1370
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
5/16/2017
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871







DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

Davidson County C&D Landfill Closure Construction Quality Assurance Report
May 2017 Page 10
8.3 Material Control Testing
The number and results of material control tests performed on the drainage
geocomposite is summarized in Table 4. Note that the number of tests required was
based on a quantity of 39,150 SF (15 rolls/1 lot) of material received. A geosynthetics
inventory log for drainage geocomposite can be found in Appendix H2. The results of
material control testing of drainage geocomposite can be found in Appendix H3.

9.0 RECORD DRAWINGS
The following record (as-built) drawings depicting the closure of the C&D landfill can be found
in Appendix I:

 Geomembrane Record Drawing (prepared by NLS); and
 Vegetative Soil Layer (prepared by Schneider).

10.0 PROJECT CERTIFICATION
Based on the observations and results of the CQA program documented herein, it is our
professional opinion that the closure of the Davidson County C&D Landfill was completed in
accordance with the following:

i. The Project CQA Manual;
ii. The conditions of the Permit and the NCDWM approval for the closure;
iii. The requirements of 15A NCAC 13B.0541; and
iv. Acceptable engineering practices.

SMITH GARDNER, INC.

Pieter K. Scheer, P.E.
Vice President, Senior Engineer

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
5/16/2017
Davidson County C&D Landfill Closure TABLE 1
SUMMARY OF MATERIAL CONTROL
AND RECORD TESTS
STRUCTURAL FILL
1 of 1
Control Tests
Units ----- % Std. Proctor %
Test Method ASTM D 698 ASTM D 29221 ASTM D 30172
Required Test Frequency 5,000 CY per each soil
20,000 ft2 per lift & 1 per
500 LF of Berms (<200 ft.
base width) (+/- 1 Per 500
CY)
20,000 ft2 per lift & 1 per
500 LF of Berms (<200 ft.
base width) (+/- 1 Per 500
CY)
No. of Tests Required 11010
No. of Tests Performed 11414
Specified Value -----> 95% Std. Proctor As Required for Density
Minimum Value ----- 95.0 +0.4 Opt.
Maximum Value ----- 95.9 +3.7 Opt.
Average Value ----- 95.2 +2.4 Opt.
Quantity of Structural Fill (In-Place):5,000 CY
Notes:
1. Nuclear density values verified periodically by sand cone (ASTM D 1556), rubber balloon (ASTM D 2167), and/or drive
cylinder (ASTM D 2937) test methods.
2. Nuclear moisture values verified periodically by oven (ASTM D 2216), microwave oven (ASTM D 4643), and/or
direct heating (ASTM D 4959) test methods.
Record Tests
Property
Moisture-Density
Relationship (Proctor)In-Place Density In-Place Moisture Content
SMITH GARDNER, INC.Table 1 - Structural Fill DC C&DLF Closure CQA Report Tables 2017-04-13.xls
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

This page intentionally left blank.
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Da
v
i
d
s
o
n

C
o
u
n
t
y

C
&
D

L
a
n
d
f
i
l
l

C
l
o
s
u
r
e
TA
B
L
E

2
SU
M
M
A
R
Y

O
F

M
A
T
E
R
I
A
L

C
O
N
T
R
O
L

T
E
S
T
S
LL
D
P
E

G
E
O
M
E
M
B
R
A
N
E
1 of 1
MD

C
D

M
D

C
D

M
D

C
D
Un
i
t
s
mil
s
g/
c
m
3
%
Ca
t
e
g
o
r
y
Te
s
t

M
e
t
h
o
d
AS
T
M

D

5
9
9
4

A
S
T
M

D

1
5
0
5

A
S
T
M

D

1
6
0
3

A
S
T
M

D

5
5
9
6
Re
q
u
i
r
e
d

T
e
s
t

F
r
e
q
u
e
n
c
y
10
0
,
0
0
0

f
t
2
or

1 p
e
r

L
o
t
10
0
,
0
0
0

f
t
2
or

1
p
e
r

L
o
t
10
0
,
0
0
0

f
t
2 or

1 p
e
r

L
o
t
10
0
,
0
0
0

f
t
2
or

1 p
e
r

L
o
t
No
.

o
f

T
e
s
t
s

R
e
q
u
i
r
e
d
11
1
1
No
.

o
f

T
e
s
t
s

P
e
r
f
o
r
m
e
d
11
1
1
Sp
e
c
i
f
i
e
d

V
a
l
u
e
40

(
S
e
e

N
o
t
e

3
)

<
0
.
9
3
9
2.
0

-

3
.
0
1,
2
,

o
r

3
Sa
m
p
l
e

I
.
D
.
L1
7
0
4
2
-
0
1
-
0
1

(
R
o
l
l

#

G
1
7
B
0
0
0
2
5
6
)
41
0.
9
3
2
2.
5
1
Pa
s
s
14
4

1
2
7

4
9
2

5
5
8

3
3
.
9

3
5
.
7
Mi
n
i
m
u
m

V
a
l
u
e
41
0.
9
3
2
2.
5
1
Pa
s
s
14
4

1
2
7

4
9
2

5
5
8

3
3
.
9

3
5
.
7
Ma
x
i
m
u
m

V
a
l
u
e
41
0.
9
3
2
2.
5
1
Pa
s
s
14
4

1
2
7

4
9
2

5
5
8

3
3
.
9

3
5
.
7
Av
e
r
a
g
e

V
a
l
u
e
41
0.
9
3
2
2.
5
1
Pa
s
s
14
4

1
2
7

4
9
2

5
5
8

3
3
.
9

3
5
.
7
Qu
a
n
t
i
t
y

o
f

L
L
D
P
E

G
e
o
m
e
m
b
r
a
n
e

R
e
c
e
i
v
e
d
:
51
,
7
5
0
ft
2
1

L
o
t
s
No
t
e
s
:
1.

C
a
r
b
o
n

b
l
a
c
k

d
i
s
p
e
r
s
i
o
n

f
o
r

1
0

d
i
f
f
e
r
e
n
t

v
i
e
w
s
:

M
i
n
.

9

o
f

1
0

i
n

C
a
t
e
g
o
r
i
e
s

1

o
r

2
;

A
l
l

1
0

i
n

C
a
t
e
g
o
r
i
e
s

1
,

2
,

o
r

3
.
2.

M
D

=

M
a
c
h
i
n
e

D
i
r
e
c
t
i
o
n
;

C
D

=

C
r
o
s
s

M
a
c
h
i
n
e

D
i
r
e
c
t
i
o
n
3.

T
h
i
c
k
n
e
s
s

v
a
l
u
e

i
s

a

n
o
m
i
n
a
l

v
a
l
u
e
.

M
i
n
i
m
u
m

a
v
e
r
a
g
e

c
a
n

b
e

-
5
%

(
3
8

m
i
l
s
)
.

11
Re
s
u
l
t
s
1 > 6
0
> 2
5
0
> 22
Th
i
c
k
n
e
s
s

D
e
n
s
i
t
y
Ca
r
b
o
n

B
l
a
c
k

Co
n
t
e
n
t
Pr
o
p
e
r
t
y
lbs
Ca
r
b
o
n

B
l
a
c
k

Di
s
p
e
r
s
i
o
n
1
Tear Resistance
%
El
o
n
g
a
t
i
o
n

a
t

B
r
e
a
k
Te
n
s
i
l
e

P
r
o
p
e
r
t
i
e
s
Te
n
s
i
l
e

S
t
r
e
n
g
t
h

a
t

Br
e
a
k
lb
/
i
n
c
h
ASTM D 1004 11
AS
T
M

D

6
6
9
3

(
T
y
p
e

I
V
)
10
0
,
0
0
0

f
t
2 o
r

1

p
e
r

L
o
t
10
0
,
0
0
0

f
t
2 or 1 per Lot
1
Ta
b
l
e

2

-

L
L
D
P
E
-
G
M
DC

C
&
D
L
F

C
l
o
s
u
r
e

C
Q
A

R
e
p
o
r
t

T
a
b
l
e
s

2
0
1
7
-
0
4
-
1
3
.
x
l
s
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Davidson County C&D Landfill Closure TABLE 3
SUMMARY OF MATERIAL RECORD TESTS
LLDPE GEOMEMBRANE SEAMS
1 of 1
Units lbs/inch ----- lbs/inch ----- lbs/inch -----
Test Method
Required Test Frequency
No. of Tests Required
No. of Tests Performed
Specified Value > 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2) > 60 (See Note 2)
Required Test Frequency
No. of Tests Required
No. of Tests Performed
Specified Value (See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2)> 50 (Hot Wedge) >
44 (Ex. Fillet)(See Note 2) > 60 (See Note 2)
Sample I.D.
DS-1 70.0 Pass 66.7 Pass 72.3 Pass
DS-2 70.3 Pass 67.8 Pass 73.8 Pass
DS-3 66.9 Pass 64.9 Pass 70.5 Pass
DS-4 62.4 Pass 64.0 Pass 73.6 Pass
DS-5 60.1 Pass 61.5 Pass 68.9 Pass
Minimum Value 60.1 Pass 61.5 Pass 68.9 Pass
Maximum Value 70.3 Pass 67.8 Pass 73.8 Pass
Average Value 65.9 Pass 65.0 Pass 71.8 Pass
Quantity of Geomembrane Seams:1,674 LF (+/-)
Number of Production Seaming Days:2 Days
Notes:
1. Values listed for shear and peel strengths are for 4 out of 5 test specimens; the 5th specimen can be as low as 80% of the specified values.
2. Regarding the locus-of-break patterns of the different seaming methods in shear and peel, refer to the project specifictions.
Peak Load
2
5
Locus of Break &
Incursion
CQA Laboratory Destructive Seam Testing
5
Locus of Break &
Incursion
1 per day of Production Seaming
Results - See Appendix G
Results
ASTM D 6392
Shear Strength1
Peak Load Outside
Track (Weld "A")
CQC Field Destructive Seam Testing
4
Property
Peak Load Inside
Track (Weld "B")
Peel Strength1
Locus of Break &
Incursion
500 LF
Table 3 - LLDPE-GM Seams DC C&DLF Closure CQA Report Tables 2017-04-13.xls
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Davidson County C&D Landfill Closure TABLE 4
SUMMARY OF MATERIAL CONTROL TESTS
DRAINAGE GEOCOMPOSITE
1 of 1
Side A Side B
MD1 MD
Units inches g/cm3 m3/m/sec
Test Method ASTM D 5199 ASTM D 1505 ASTM D 4716
Required Test Frequency 100,000 ft2 or
1 per Lot
100,000 ft2 or
1 per Lot 1 per Lot
No. of Tests Required 11 1
No. of Tests Performed 11 1
Specified Value > 0.25 > 0.94 > 7.5 x 10-4
Sample I.D.
L17042-02-01 (Roll #G15E235308) 0.31 0.958 2.6 2.3 1.83E-03
Minimum Value 0.31 0.958 2.6 2.3 1.83E-03
Maximum Value 0.31 0.958 2.6 2.3 1.83E-03
Average Value 0.31 0.958 2.6 2.3 1.83E-03
Quantity of Drainage Geocomposite Received:39,150 ft2
1 Lots
Notes:
1. MD = Machine Direction
> 2.0 (Typ.)/ > 1.0 (Min. Avg.)
1
1
lbs
ASTM D 7005
100,000 ft2 or 1 per Lot
Property
Results
Ply Adhesion
TransmissivityGeonet DensityGeonet Thickness
Table 4 - Drainage Geocomposite DC C&DLF Closure CQA Report Tables 2017-04-13.xls
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

Appendix A
Reference Documents

Construction Quality Assurance Report
Davidson County C&D Landfill Closure
Lexington, North Carolina
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

This page intentionally left blank.

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary

MICHAEL SCOTT
Director
Solid Waste Section

November 07, 2016

Mr. Rex Buck, Public Services Director
Davidson County Integrated Solid Waste Management Facility
Post Office Box 1067
Lexington, North Carolina 27293-1067

Re: Landfill Unit Closure
Davidson County Construction and Demolition Debris Landfill (C&DLF) Unit
Davidson County, North Carolina
Permit No. 2906-CDLF-, Document ID No. (DIN) 26958

Dear Mr. Buck:

On September 29, 2016 the Division of Waste Management (DWM), Solid Waste Section
(SWS) received permit application documents (the Application) which included:
 A letter dated September 29, 2016 which formally notified the SWS that Davidson
County (the County) ceased disposal of permitted wastes in the C&DLF Unit, Solid
Waste Permit Number 2906-CDLF on June 15, 2016. You intend to close the C&DLF
Unit at the Davidson County Integrated Solid Waste Management Facility located at
220 Davidson County Landfill Road, Lexington, NC 27292.

 A project schedule for completing the proposed closure activities. To allow for potential
weather delays during the course of constructing the final cover system of the landfill, the
County requested an extension of the period for closure until May 15, 2017.

 Supporting documents for the proposed alternative final cover system including designs,
calculations, technical specifications, and the construction quality assurance (CQA) plan.
Smith Gardner Inc., on behalf of the County, prepared and submitted the above-referenced
application documents. They have been combined, scanned, and placed in the document tracking
system with a document identification number of DIN 26957.

After completing a review of the Application, the SWS determined that the proposed alternative
final cover system for the C&DLF Unit meets the requirement stated in the Solid Waste
Management Rule (Rule) 15A NCAC 13B .0543(c)(3) and can be used for the C&DLF Unit
closure project to replace the previously approved regulatory final cover system in the Closure
and Post Closure Plan dated May 2012 (DIN 16964). Additionally, the County shall conduct the
closure activities of the C&DLF Unit according to:
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
PHOTOGRAPHIC LOG
Client Name:
Davidson County Integrated Solid Waste
Management

Site Location:
Lexington, North Carolina

Project No.
DAVDCO 16-12

Photo No.
1
Date:
2/10/17
Direction Photo Taken:

North
Description:

Vegetative soil layer
placement on northern
side slope

Photo No.
2 Date:
2/14/17
Direction Photo Taken:

Northeast
Description:

Vegetative soil layer
placement on eastern
side slope
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
PHOTOGRAPHIC LOG
Client Name:
Davidson County Integrated Solid Waste
Management
Site Location:
Lexington, North Carolina
Project No.
DAVDCO 16-12
Photo No.
21
Date:
5/4/17
Direction Photo Taken:

Southeast
Description:

Vegetation at south
corner of top slopes
nearby DP-21

Photo No.
22 Date:
5/4/17
Direction Photo Taken:

Northeast
Description:

Vegetation at south
corner of top slopes
nearby DP-21
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Appendix C
CQA Meeting Summary

Construction Quality Assurance Report
Davidson County C&D Landfill Closure
Lexington, North Carolina
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

MEMORANDUM

Date: March 23, 2017
To: Distribution
From: Pieter K. Scheer, P.E.
Smith Gardner, Inc.
RE: Davidson County C&DLF Closure
Construction & Geosynthetics CQA Meeting Summary
March 15, 2017

Attendees: Rex Buck, Steven Sink – Davidson County
Rick Lynch – JRL
Toui Thayravanh – NLS
Byron Hackney – S+G
Pieter Scheer - S+G
Ming Chao, NC DEQ (via Phone)

Meeting Summary:

A construction meeting was held Wednesday March 15th at the site to discuss the progress
and planned activities for the closure of the Davidson County Construction and Demolition
Debris (C&D) Landfill. Also included was a discussion of the specification and construction
quality assurance (CQA) requirements for the geosynthetic components of the final cover
system. The meeting began at 9:00 a.m. and the following items were discussed:

Current Progress:

JRL has completed the majority of work on the side slopes and is nearing completion of work
on the down pipes. Landfill gas (LFG) vents are complete.

Planned Activities:

JRL plans to complete the preparation of top slopes for the geosynthetics (including rock
removal as needed) today. The installation of geosynthetics will begin tomorrow (prep/sand
bags today) and is expected to take 2 days total (weather dependent).

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

SMITH GARDNER, INC. Geosynthetics CQA Meeting Agenda
Davidson County C&DLF Closure Page 1
GEOSYNTHETICS CQA MEETING
AGENDA

1. Status of Approvals:

Material CQA Status
Subgrade  Placement/Rock Removal: Final Prep 3/15
 LFG vents In -Place
 Survey performed

40 mil Textured LLDPE
Geomembrane
 Agru MicroSpike - Conformance Testing
Complete
 3 Rolls On-Site (3/15/17)

Drainage Geocomposite  Agru 275 Mil Double Bonded - Conformance
Testing Complete
 15 Rolls On-Site (3/15/17)

2. Anticipated Delivery Schedule: N/A (All Materials On-Site)

3. Review of Specification Requirements:

Geomembrane (Technical Specification Section 02778):

 Installation in accordance with specifications and approved procedures.

 NLS to provide the following:
o Trial seam log
o Panel/Seam log
o Non-destructive testing (vacuum/air pressure tests) log
o Destructive sampling log
o Repair log

Provide copies of the above forms to S+G for review.

 Record Information:

Per Paragraphs C.2.c. and D.9 of Section 02778, the following information is
required for the geomembrane:

CQC Documentation: Final logs as listed above.

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

This page intentionally left blank.
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

Appendix D
Final Cover System CQA Data

Construction Quality Assurance Report
Davidson County C&D Landfill Closure
Lexington, North Carolina
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
ADS Service: ADS representatives are committed to providing you with the answers to all your questions, including specifications, and installation and more.
n-12® wt ib pipe (per AASHtO)
It’s a revolution that began nearly 15 years ago when ADS pioneered
the watertight joint for corrugated polyethylene pipe. The ADS
N-12 WT IB pipe (per AASHTO) – our third generation of watertight
joint technology – has set the standard in watertight performance.
Today’s N-12 WT IB pipe (per AASHTO) incorporates patented
technology to provide a superior watertight joint. An exterior bell
wrap provides a quick visual indicator to customers and inspectors
that a watertight product is being used. A patented gasket, that
meets all requirements of ASTM F477, increases its sealing forces
as intermittent internal or external hydrostatic pressure occurs. The
flared bell and spigot significantly improve ease of installation. N-12
WT IB pipe (per AASHTO) is so advanced in its design that it is easy to
put your confidence in for long-term reliability.
ApplicAtionS:
Storm Sewers Culverts & Cross Drains
Retention/Detention Slope/Edge Drains
Ditch Enclosures Mining/Forestry/Industrial
Roof Drainage
FeAtureS:
• 4” – 60” (100 - 1500 mm) diameters available
• Nominal 20 ft. (6m) and 13 ft. (4m) lengths available
• Integral bell and factory-installed gasket
• Joint meets or exceeds ASTM D3212 lab test as well as
ASTM F2487 and ASTM F1417 watertight field test
• Exceptional joint strength
• Excellent abrasion and corrosion resistance
• Light weight
• Structural strength that will support H-25 or HL-93 live loads with
1’ (0.3 m) minimum cover; 60” (1500 mm) pipe requires 2’ (0.6 m)
cover for H-25 or HL-93 loads
beneFitS:
• Variety of diameters and lengths fit any
project
• Pipe requires no extra couplers, grout or
other sealants for installation due to
built-in bell and factory-installed gasket.
This means fewer components to risk
performance
• Installation cost savings from lower
shipping costs, fewer people, and less
heavy equipment required.
• Hydraulic efficiency from smooth interior
• Long-term durability of HDPE
The MosT AdvAnced NaMe iN waTer MaNageMeNT soluTioNsTM
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
The ADS logo, the Green Stripe, and N-12® are registered trademarks of Advanced Drainage Systems, Inc.
gravity flow drainage applications.
N-12 WT IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations.
Gaskets shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and
covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available
from the manufacturer shall be used on the gasket and bell during assembly.
shall utilize a spun-on or welded bell and valley or saddle gasket meeting the watertight joint performance
To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field testing any pipe material. Contact the manufacturer for recommended leakage rates.
Virgin material for pipe and fitting production shall be high-density polyethylene conforming with the minimum
m) in single run applications. Backfill for minimum cover situations shall consist of Class 1, Class 2 (minimum
at www.ads-pipe.com for a copy of the latest installation guidelines.
pipe DimenSionS
Advanced Drainage Systems, Inc.
4640 Trueman Blvd., Hilliard, OH 43026
1-800-821-6710 www.ads-pipe.com
8(200)
9.1(231)
6(150)
6.9(175)
4(100)
4.8(122)
18 24(450)(600)
22(559)
15(375)
18(457)
12(300)
14.5(368)
10(250)
11.4(290)
30(750)
36(914)
36(900)
42(1067)
42(1050)
48(1219)
48(1200)
54(1372)
60(1500)
67(1702)
Nominal Pipe I.D.* in. (mm)
Nominal Pipe O.D.** in.(mm)
*Check with sales representative for availability by region.**Pipe O.D. values are provided for reference purposes only, values stated for 12- through 60-inch are ±1 inch. Contact a sales representative for exact values.
28(711)
54*(1350)
61(1549)
Bell Wrap
pitch
aStM F477 GaSket
Flare O.D.
pipe O.D.
12”-60”
(300-1500 mm)
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
D
o
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
L

P
I
P
E

A
N
D

F
O
U
N
D
R
Y

C
O
M
P
A
N
Y

T
h
i
s

i
s

t
o

c
e
r
t
i
f
y

t
h
a
t

a
l
l

P
l
a
s
t
i
c
P
i
p
e

a
n
d

F
i
t
t
i
n
g
s

m
a
n
u
f
a
c
t
u
r
e
d

b
y

C
h
a
r
l
o
t
t
e

P
i
p
e

a
n
d

F
o
u
n
d
r
y

C
o
m
p
a
n
y

a
r
e

m
a
n
u
f
a
c
t
u
r
e
d

i
n

t
h
e

U
n
i
t
e
d
.

S
t
a
t
e
s

a
n
d

c
o
n
f
o
r
m

t
o

t
h
e

f
o
l
l
o
w
i
n
g

s
t
a
n
d
a
r
d
s
:

S
C
H
.

4
0

P
V
C

P
I
P
E

A
S
T
M

D

1
7
8
4
,

A
S
T
M

D

1
7
8
5
,
.
A
S
T
M

D

2
6
6
5

F
H
A

U
M

7
9
a

.

F
E
D
E
R
A
L

S
P
E
C
I
F
I
C
A
T
I
O
N

L
-
P
-
3
2
0
a

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

A
N
D
·
6
1

S
C
H
.

4
0

P
V
C

D
W
V

P
I
P
E

C
E
L
L
U
L
A
R

C
O
R
E

A
S
T
M

D

4
3
9
6
,

A
S
T
M

F
8
9
1

N
S
F

S
T
A
N
D
A
R
D

N
O

.
.

1
4

S
C
H
.

4
0

R
e
P
V
C
®

D
W
V

P
I
P
E

A
S
T
M

D

4
3
9
6
,

A
S
T
M

F

1
7
6
0

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

S
C
H
.

4
0

P
V
C

O
W
V

F
I
T
T
I
N
G
S

A
S
T
M

D

1
7
8
4
,

A
S
T
M

D

2
6
6
5
,

A
S
T
M

D

3
3
1
1
,

A
S
T
M

F

1
8
6
6

F
H
A

l
.
J
M

7
9
a

F
E
D
E
R
A
L

S
P
E
C
I
F
I
C
A
T
I
O
N

L
-
P
-
3
2
0
a

N
S
F
S
T
A
N
D
A
R
D

N
O
,

1
4

P
V
C

P
R
E
S
S
U
R
E

P
I
P
E

S
D
R
-
2
1

A
N
D

S
D
R
.
;
2
6

A
S
T
M

D

1
7
8
4
,

A
S
T
M

D

2
2
4
1

N
S
F

S
T
A
N
D
A
R
D

N
O
.

H
A
N
D

6
1

P
V
C

S
C
H
.

4
0

P
R
E
S
S
U
R
E

F
I
T
T
I
N
G
S

A
S
T
M
D

1
7
8
4
,

A
S
T
M

D

2
4
6
6

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

A
N
D

6
1
.

P
V
C

W
E
L
L

·
C
A
S
I
N
G

P
I
P
E

A
S
T
M

D

1
7
8
4
,

A
S
"
T
:
M

F

4
8
0

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

A
N
D

6
1

-
<
-
.
-
-
-
>
~

P
V
C

S
C
H
.

8
0

P
I
P
E

A
S
T
M

D

1
7
8
4
,

A
S
T
M

D

1
7
8
5
,

P
V
C

1
1
2
0

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

A
N
D

6
1

.

P
V
C

S
C
H
.

8
0
.

F
I
T
T
I
N
G
S

A
S
T
M

D

1
7
8
4
,

A
S
T
M

O

2
4
6
7
,

A
S
T
M

D

2
4
6
4
,

A
S
T
M

F

1
9
7
0

.
.
.
.
.

.

N
S
F

S
T
A
N
D
A
R
D

N
O
,

1
4

A
N
D

6
1

P
V
C

S
E
W
E
R

M
A
I
N

P
I
P
E

A
S
T
M

D

1
7
8
4
,

A
S
T
M

D

3
0
3
4

S
O
R

3
5

A
S
T
M

D

3
2
1
2
,

A
S
T
M

F

4
7
7

P
V
C

S
l
:
:
W
E
R

A
N
D

D
R
A
I
N

P
i
P
E

A
S
T
M

D

1
7
8
4
,

A
S
T
M

D

2
7
2
9

L
C
-
P
L

(
6
-
2
7
•

1
2
)
.

P
V
C

T
H
I
N

W
A
L
L

P
I
P
E

A
N
D

F
I
T
T
I
N
G
S

A
S
T
M

P

1
7
8
4
,

A
S
T
M

D

2
9
4
9

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

C
P
V
C

C
T
S

F
L
O
W
G
U
A
R
D

G
O
L
D
®

P
I
P
E
&

F
I
T
T
I
N
G
S

A
S
T
M

D

1
7
8
4
,

A
S
T
M

D

2
8
4
6

F
H
A

U
M
-
6
1
a

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4
:

A
N
D

(
;
3
1

G
S
A

L
I
S
T
E
D

O
N

S
P
E
C
I
F
I
E
D

I
T
E
M
S

C
P
V
C

C
T
S

R
E
U
Z
E
®

P
I
P
E

A
S
T
M

D

1
7
8
4
,

A
S
T
M

D

2
8
4
6

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

C
H
E
M
D
R
A
I
N
®

C
P
V
C

S
C
H
E
D
U
L
E

4
0

P
I
P
E

A
N
D

F
I
T
T
I
N
G
S

A
S
T
M

D

1
7
8
4
,

A
S
T
M

F
2
6
1
8
'

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

S
C
H
.

4
0

A
B
S

D
W
V

P
I
P
E

C
E
L
L
U
L
A
R

C
O
R
E

A
S
T
M

D

3
9
6
5
,

A
S
T
M

F

6
2
8

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

C
N
S
F
®

u
s
-
d
w
v

S
C
H
.

4
0

A
B
S

D
W
V

F
I
T
T
I
N
G
S

A
S
T
M

D

3
9
6
5
,

A
S
T
M

D

2
6
6
1
,
,
A
S
T
M

P

3
3
1
1

F
H
A

U
M

7
9
a

F
E
D
E
R
A
L

S
P
E
C
I
F
I
C
A
T
I
O
N

L
-
P
-
3
2
2
b

N
S
F

S
T
A
N
D
A
R
D

N
O
.

1
4

V
e
r
y

t
r
u
l
y

y
o
u
r
s
,

·
f
f
e
~
~

/
f
l
:
l
.
~
~

H
o
o
p
e
r

H
a
r
d
i
s
o
n
,

P
r
e
s
i
d
e
n
t

N
o
t
~
r
y

P
u
b
l
i
c
;
:

.

.

.

M
y

c
o
m
r
n
i
s
s
i
c
m

e
x
p
i
r
e
s

J
u
l
y

0
2
,

2
0
1
7

T
E
R
R
I

L
.

W
I
L
S
O
N

N
O
T
A
R
Y

P
U
B
L
I
C

U
n
i
o
n

C
c
,
u
n
t
y
,

l
l
!
Q
r
t
h

C
a
r
o
l
i
n
a

M
y

C
o
l
'
n
m
t
S
S
i
o
n

E
x
p
i
r
e
s

J
u
l
y

2
,

2
0
1
7

P
O

E
f
o
x

3
5
4
3
0

C
t
i
a
r
l
o
t
t
e
,

N
C

2
8
2
3
5

U
S
A

7
0
4
/
3
7
2
-
5
0
3
0

6
0
0
/
4
3
8
-
6
0
9
1

F
A
X

8
0
0
/
5
5
3
"
1
6
0
5

w
w
w
.
c
h
a
r
l
o
t
t
e
p
1
p
e
.
c
o
m

D
o
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
S
c
h
e
d
u
l
e

8
0

P
V
C

T
e
c
h
n
i
c
a
l

S
c
h
e
d
u
l
e

8
0

P
r
o
d
u
c
t

O
v
e
r
v
i
e
w

P
V
C

P
e
r
f
o
r
m
a
n
c
e

E
n
g
i
n
e
e
r
e
d

a
n
d

T
e
s
t
e
d

S
P
E
A
R
S
®

S
c
h
e
d
u
l
e

8
0

P
V
C

p
r
o
d
u
c
t

d
e
s
i
g
n
s

c
o
m
b
i
n
e

y
e
a
r
s

o
f

p
r
o
v
e
n

e
x
p
e
r
i
e
n
c
e

w
i
t
h

c
o
m
p
u
t
e
r

g
e
n
e
r
a
t
e
d

s
t
r
e
s
s

a
n
a
l
y
s
i
s

t
o

y
i
e
l
d

t
h
e

o
p
t
i
m
u
m

p
h
y
s
i
c
a
l

s
t
r
u
c
t
u
r
e

a
n
d

p
e
r
f
o
r
m
a
n
c
e

f
o
r

e
a
c
h

f
i
t
t
i
n
g
.

M
a
t
e
r
i
a
l

r
e
i
n
f
o
r
c
e
m
e
n
t

i
s

u
n
i
f
o
r
m
l
y

p
l
a
c
e
d

i
n

s
t
r
e
s
s

c
o
n
c
e
n
t
r
a
t
i
o
n

a
r
e
a
s

f
o
r

s
u
b
s
t
a
n
t
i
a
l
l
y

i
m
p
r
o
v
e
d

p
r
e
s
s
u
r
e

h
a
n
d
l
i
n
g

c
a
p
a
b
i
l
i
t
y
.

R
e
s
u
l
t
i
n
g

p
r
o
d
u
c
t
s

a
r
e

s
u
b
j
e
c
t
e
d

t
o

n
u
m
e
r
o
u
s

v
e
r
i
f
i
c
a
t
i
o
n

t
e
s
t
s

t
o

a
s
s
u
r
e

o
b
t
a
i
n
i
n
g

t
h
e

v
e
r
y

b
e
s
t

P
V
C

f
i
t
t
i
n
g
s

a
v
a
i
l
a
b
l
e
.

1
/
4
"

T
h
r
o
u
g
h

1
4
"

A
v
a
i
l
a
b
i
l
i
t
y

S
p
e
a
r
s
®

c
o
m
p
r
e
h
e
n
s
i
v
e

l
i
n
e

o
f

P
V
C

i
n
j
e
c
t
i
o
n

m
o
l
d
e
d

f
i
t
t
i
n
g
s

a
n
d

e
x
t
r
u
d
e
d

p
i
p
e

o
f
f
e
r
s

a

v
a
r
i
e
t
y

o
f

c
o
n
f
i
g
u
r
a
t
i
o
n
s

i
n

s
i
z
e
s

1
/
4
"

t
h
r
o
u
g
h

1
4
"
.

S
c
h
e
d
u
l
e

8
0

f
i
t
t
i
n
g
s

a
r
e

m
a
n
u
f
a
c
t
u
r
e
d

t
o

A
S
T
M

D

2
4
6
7

a
n
d

p
i
p
e

i
s

p
r
o
d
u
c
e
d

t
o

A
S
T
M

D

1
7
8
5
.

S
p
e
a
r
s
®

e
x
c
l
u
s
i
v
e

C
L
1
5
0

F
l
a
n
g
e
s

a
r
e

p
r
o
d
u
c
e
d

i
n

s
i
z
e
s

1
/
2
"

-
1
8
"

w
i
t
h

A
N
S
I

8
1
6
.
5

b
o
l
t

p
a
t
t
e
r
n
s
,

p
l
u
s

n
u
m
e
r
o
u
s

U
n
i
o
n
s
,

S
a
d
d
l
e
s
,

T
r
a
n
s
i
t
i
o
n

a
n
d

S
p
e
c
i
a
l
t
y

f
i
t
t
i
n
g
s

i
n

a

v
a
r
i
e
t
y

o
f

s
i
z
e
s
.

E
x
c
e
p
t
i
o
n
a
l

C
h
e
m
i
c
a
l

&

C
o
r
r
o
s
i
o
n

R
e
s
i
s
t
a
n
c
e

U
n
l
i
k
e

m
e
t
a
l
,

P
V
C

f
i
t
t
i
n
g
s

a
n
d

p
i
p
e

n
e
v
e
r

~
u
s
t
,

s
c
a
l
e
,

o
r

p
i
t
,

a
n
d

w
i
l
l

p
r
o
v
i
d
e

m
a
n
y

y
e
a
r
s

o
f

m
a
i
n
t
e
n
a
n
c
e
-
f
r
e
e

s
e
r
v
i
c
e

a
n
d

e
x
t
e
n
d
e
d

s
y
s
t
e
m

l
i
f
e
.

H
i
g
h

T
e
m
p
e
r
a
t
u
r
e

R
a
t
i
n
g
s

P
V
C

t
h
e
r
m
o
p
l
a
s
t
i
c

c
a
n

h
a
n
d
l
e

f
l
u
i
d
s

a
t

s
e
r
v
i
c
e

t
e
m
p
e
r
a
t
u
r
e
s

u
p

t
o

1
4
0
°
F

(
6
0
°
C
)
,

a
l
l
o
w
i
n
g

a

w
i
d
e

r
a
n
g
e

o
f

p
r
o
c
e
s
s

a
p
p
l
i
c
a
t
i
o
n
s
,

i
n
c
l
u
d
i
n
g

c
o
r
r
o
s
i
v
e

f
l
u
i
d
s
.

L
o
w
e
r

I
n
s
t
a
l
l
a
t
i
o
n

C
o
s
t
s

S
u
b
s
t
a
n
t
i
a
l
l
y

l
o
w
e
r

m
a
t
e
r
i
a
l

c
o
s
t
s

t
h
a
n

s
t
e
e
l

a
l
l
o
y
s

o
r

l
i
n
e
d

s
t
e
e
l
,

c
o
m
b
i
n
e
d

w
i
t
h

l
i
g
h
t
e
r

w
e
i
g
h
t

a
n
d

e
a
s
e

o
f

i
n
s
t
a
l
l
a
t
i
o
n
,

c
a
n

r
e
d
u
c
e

i
n
s
t
a
l
l
a
t
i
o
n

c
o
s
t
s

b
y

a
s

m
u
c
h

a
s

6
0
%

o
v
e
r

c
o
n
v
e
n
t
i
o
n
a
l

m
e
t
a
l

s
y
s
t
e
m
s
.

H
i
g
h
e
r

F
l
o
w

C
a
p
a
c
i
t
y

S
m
o
o
t
h

i
n
t
e
r
i
o
r

w
a
l
l
s

r
e
s
u
l
t

i
n

l
o
w
e
r

p
r
e
s
s
u
r
e

l
o
s
s

a
n
d

h
i
g
h
e
r

v
o
l
u
m
e

t
h
a
n

c
o
n
v
e
n
t
i
o
n
a
l

m
e
t
a
l

f
i
t
t
i
n
g
s
.

A
d
d
i
t
i
o
n
a
l

F
a
b
r
i
c
a
t
e
d

C
o
n
f
i
g
u
r
a
t
i
o
n
s

t
h
r
o
u
g
h

3
6
"

E
x
t
r
a

l
a
r
g
e
,

h
a
r
d
-
t
o
-
f
i
n
d
,

a
n
d

c
u
s
t
o
m

c
o
n
f
i
g
u
r
a
t
i
o
n
s

a
r
e

f
a
b
r
i
c
a
t
e
d

f
r
o
m

N
S
F
@

C
e
r
t
i
f
i
e
d

p
i
p
e
.

F
i
t
t
i
n
g
s

a
r
e

e
n
g
i
n
e
e
r
e
d

a
n
d

t
e
s
t
e
d

t
o

p
r
o
v
i
d
e

f
u
l
l

p
r
e
s
s
u
r
e

h
a
n
d
l
i
n
g

c
a
p
a
b
i
l
i
t
i
e
s

a
c
c
o
r
d
i
n
g

t
o

S
p
e
a
r
s
®

s
p
e
c
i
f
i
c
a
t
i
o
n
s
.

A
d
v
a
n
c
e
d

D
e
s
i
g
n

S
p
e
c
i
a
l
t
y

F
i
t
t
i
n
g
s

S
p
e
a
r
s
®

w
i
d
e

r
a
n
g
e

o
f

i
n
n
o
v
a
t
i
v
e
,

i
m
p
r
o
v
e
d

p
r
o
d
u
c
t
s

i
n
c
l
u
d
e

n
u
m
e
r
o
u
s

m
e
t
a
l
-
t
o
-
p
l
a
s
t
i
c

t
r
a
n
s
i
t
i
o
n

f
i
t
t
i
n
g
s

a
n
d

u
n
i
o
n
s

w
i
t
h

S
p
e
a
r
s
®

p
a
t
e
n
t
e
d

s
p
e
c
i
a
l

r
e
i
n
f
o
r
c
e
d

(
S
R
)

p
l
a
s
t
i
c

t
h
r
e
a
d
s
.

P
V
C

V
a
l
v
e
s

S
P
E
A
R
S
®

P
V
C

V
a
l
v
e

p
r
o
d
u
c
t
s

a
r
e

a
v
a
i
l
a
b
l
e

f
o
r

t
o
t
a
l

s
y
s
t
e
m

c
o
m
p
a
t
i
b
i
l
i
t
y

a
n
d

u
n
i
f
o
r
m
i
t
y
.

P
V
C

S
a
m
p
l
e

E
n
g
i
n
e
e
r
i
n
g

S
p
e
c
i
f
i
c
a
t
i
o
n
s

A
l
l

P
V
C

S
c
h
e
d
u
l
e

8
0

p
i
p
e

a
n
d

f
i
t
t
i
n
g
s

s
h
a
l
l

b
e

p
r
o
d
u
c
e
d

b
y

S
p
e
a
r
s
®

M
a
n
u
f
a
c
t
u
r
i
n
g

C
o
m
p
a
n
y

f
r
o
m

P
V
C

T
y
p
e

I
,

c
e
l
l

c
l
a
s
s
i
f
i
c
a
t
i
o
n

1
2
4
5
4
,

c
o
n
f
o
r
m
i
n
g

t
o

A
S
T
M

S
t
a
n
d
a
r
d

D

1
7
8
4
.

A
l
l

P
V
C

i
n
j
e
c
t
i
o
n

m
o
l
d
e
d

S
c
h
e
d
u
l
e

8
0

f
i
t
t
i
n
g
s

a
n
d

e
x
t
r
u
d
e
d

p
i
p
e

s
h
a
l
l

b
e

C
e
r
t
i
f
i
e
d

f
o
r

p
o
t
a
b
l
e

w
a
t
e
r

s
e
r
v
i
c
e

b
y

N
S
F

I
n
t
e
r
n
a
t
i
o
n
a
l
.

A
l
l

S
c
h
e
d
u
l
e

8
0

f
i
t
t
i
n
g
s

s
h
a
l
l

b
e

m
a
n
u
f
a
c
t
u
r
e
d

i
n

s
t
r
i
c
t

c
o
m
p
l
i
a
n
c
e

t
o

A
S
T
M

D

2
4
6
7

a
n
d

S
c
h
e
d
u
l
e

8
0

p
i
p
e

s
h
a
l
l

b
e

m
a
n
u
f
a
c
t
u
r
e
d

i
n

s
t
r
i
c
t

c
o
m
p
l
i
a
n
c
e

t
o

A
S
T
M

D

1
7
8
5
.

A
l
l

f
a
b
r
i
c
a
t
e
d

f
i
t
t
i
n
g
s

s
h
a
l
l

b
e

p
r
o
d
u
c
e
d

i
n

a
c
c
o
r
d
a
n
c
e

w
i
t
h

S
p
e
a
r
s
®

G
e
n
e
r
a
l

S
p
e
c
i
f
i
c
a
t
i
o
n
s

f
o
r

F
a
b
r
i
c
a
t
e
d

F
i
t
t
i
n
g
s
.

A
l
l

P
V
C

f
l
a
n
g
e
s

s
h
a
l
l

b
e

d
e
s
i
g
n
e
d

a
n
d

m
a
n
u
f
a
c
t
u
r
e
d

t
o

m
e
e
t

C
L

1
5
0

b
o
l
t

p
a
t
t
e
r
n

p
e
r

A
N
S
I

S
t
a
n
d
a
r
d

8
1
6
.
5

a
n
d

r
a
t
e
d

f
o
r

a

m
a
x
i
m
u
m

i
n
t
e
r
n
a
l

p
r
e
s
s
u
r
e

o
f

1
5
0

p
s
i
,

n
o
n
-
s
h
o
c
k

a
t

7
3
°
F
.

P
a
g
e

5

S
u
i
t
a
b
l
e

f
o
r

O
i
l
-
F
r
e
e

a
i
r

h
a
n
d
l
i
n
g

t
o

2
5

p
s
i
,

n
o
t

f
o
r

d
i
s
t
r
i
b
u
t
i
o
n

o
f

c
o
m
p
r
e
s
s
e
d

a
i
r

o
r

g
a
s

S
e
e

S
p
e
a
r
s
®

P
r
o
d
u
c
t

S
o
u
r
c
e
b
o
o
k

f
o
r

p
r
o
d
u
c
t

O
f
f
e
r
i
n
g
s

S
p
e
a
r
s
"

M
a
n
u
f
a
c
t
u
r
i
n
g

C
o
m
p
a
n
y

D
o
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
S
c
h
e
d
u
l
e

8
0

P
V
C

T
e
c
h
n
i
c
a
l

S
c
h
e
d
u
l
e

8
0

P
r
o
d
u
c
t

O
v
e
r
v
i
e
w

T
h
e

i
n
f
o
r
m
a
t
i
o
n

c
o
n
t
a
i
n
e
d

i
n

t
h
i
s

p
u
b
l
i
c
a
t
i
o
n

i
s

b
a
s
e
d

o
n

c
u
r
r
e
n
t

i
n
f
o
r
m
a
t
i
o
n

a
n
d

p
r
o
d
u
c
t

d
e
s
i
g
n

a
t

t
h
e

t
i
m
e

o
f

p
u
b
l
i
c
a
t
i
o
n

a
n
d

i
s

s
u
b
j
e
c
t

t
o

c
h
a
n
g
e

w
i
t
h
o
u
t

n
o
t
i
f
i
c
a
t
i
o
n
.

O
u
r

o
n
g
o
i
n
g

c
o
m
m
i
t
m
e
n
t

t
o

p
r
o
d
u
c
t

i
m
p
r
o
v
e
m
e
n
t

m
a
y

r
e
s
u
l
t

i
n

s
o
m
e

v
a
r
i
a
t
i
o
n
.

N
o

r
e
p
r
e
s
e
n
t
a
t
i
o
n
s
,

g
u
a
r
a
n
t
e
e
s

o
r

w
a
r
r
a
n
t
i
e
s

o
f

a
n
y

k
i
n
d

a
r
e

m
a
d
e

a
s

t
o

i
t
s

a
c
c
u
r
a
c
y
,

s
u
i
t
a
b
i
l
i
t
y

f
o
r

p
a
r
t
i
c
u
l
a
r

a
p
p
l
i
c
a
t
i
o
n
s

o
r

r
e
s
u
l
t
s

t
o

b
e

o
b
t
a
i
n
e
d

t
h
e
r
e
f
r
o
m
.

F
o
r

v
e
r
i
f
i
c
a
t
i
o
n

o
f

t
e
c
h
n
i
c
a
l

d
a
t
a

o
r

a
d
d
i
t
i
o
n
a
l

i
n
f
o
r
m
a
t
i
o
n

n
o
t

c
o
n
t
a
i
n
e
d

h
e
r
e
i
n
,

p
l
e
a
s
e

c
o
n
t
a
c
t

S
p
e
a
r
s
®

T
e
c
h
n
i
c
a
l

S
e
r
v
i
c
e
s

D
e
p
a
r
t
m
e
n
t

[
W
e
s
t

C
o
a
s
t
:

(
8
1
8
)

3
6
4
-
1
6
1
1

-
E
a
s
t

C
o
a
s
t
:

(
6
7
8
)

9
8
5
-
1
2
6
3
]
.

G
e
n
e
r
a
l

I
n
f
o
r
m
a
t
i
o
n

R
e
c
o
m
m
e
n
d
a
t
i
o
n
s

F
o
r

I
n
s
t
a
l
l
e
r
s

A
n
d

U
s
e
r
s

P
l
a
s
t
i
c

p
i
p
i
n
g

s
y
s
t
e
m
s

s
h
o
u
l
d

b
e

E
N
G
I
N
E
E
R
E
D
,

I
N
S
T
A
L
L
E
D

a
n
d

O
P
E
R
A
T
E
D

i
n

a
c
c
o
r
d
a
n
c
e

w
i
t
h

E
S
T
A
B
L
I
S
H
E
D

D
E
S
I
G
N

A
N
D

E
N
G
I
N
E
E
R
I
N
G

S
T
A
N
D
A
R
D
S

A
N
D

P
R
O
C
E
D
U
R
E
S

f
o
r

p
l
a
s
t
i
c

p
i
p
i
n
g

s
y
s
t
e
m
s
.

S
u
i
t
a
b
i
l
i
t
y

f
o
r

t
h
e

i
n
t
e
n
d
e
d

s
e
r
v
i
c
e

a
p
p
l
i
c
a
t
i
o
n

s
h
o
u
l
d

b
e

d
e
t
e
r
m
i
n
e
d

b
y

t
h
e

i
n
s
t
a
l
l
e
r

a
n
d
/
o
r

u
s
e
r

p
r
i
o
r

t
o

i
n
s
t
a
l
l
a
t
i
o
n

o
f

a

p
l
a
s
t
i
c

p
i
p
i
n
g

s
y
s
t
e
m
.

P
R
I
O
R

T
O

A
S
S
E
M
B
L
Y
,

a
l
l

p
i
p
i
n
g

s
y
s
t
e
m

c
o
m
p
o
n
e
n
t
s

s
h
o
u
l
d

b
e

i
n
s
p
e
c
t
e
d

f
o
r

d
a
m
a
g
e

o
r

i
r
r
e
g
u
l
a
r
i
t
i
e
s
.

M
a
t
i
n
g

c
o
m
p
o
n
e
n
t
s

s
h
o
u
l
d

b
e

c
h
e
c
k
e
d

t
o

a
s
s
u
r
e

t
h
a
t

t
o
l
e
r
a
n
c
e
s

a
n
d

e
n
g
a
g
e
m
e
n
t
s

a
r
e

c
o
m
p
a
t
i
b
l
e
.

D
o

n
o
t

u
s
e

a
n
y

c
o
m
p
o
n
e
n
t
s

t
h
a
t

a
p
p
e
a
r

i
r
r
e
g
u
l
a
r

o
r

d
o

n
o
t

f
i
t

p
r
o
p
e
r
l
y
.

C
o
n
t
a
c
t

t
h
e

a
p
p
r
o
p
r
i
a
t
e

m
a
n
u
f
a
c
t
u
r
e
r

o
f

t
h
e

c
o
m
p
o
n
e
n
t

p
r
o
d
u
c
t

i
n

q
u
e
s
t
i
o
n

t
o

d
e
t
e
r
m
i
n
e

u
s
a
b
i
l
i
t
y
.

C
o
n
s
u
l
t

a
l
l

a
p
p
l
i
c
a
b
l
e

c
o
d
e
s

a
n
d

r
e
g
u
l
a
t
i
o
n
s

f
o
r

c
o
m
p
l
i
a
n
c
e

p
r
i
o
r

t
o

i
n
s
t
a
l
l
a
t
i
o
n
.

S
o
l
v
e
n
t

W
e
l
d

C
o
n
n
e
c
t
i
o
n
s

-
U
s
e

S
p
e
a
r
s
®

q
u
a
l
i
t
y

s
o
l
v
e
n
t

c
e
m
e
n
t
s

a
n
d

p
r
i
m
e
r
s

f
o
r
m
u
l
a
t
e
d

f
o
r

t
h
e

i
n
t
e
n
d
e
d

s
e
r
v
i
c
e

a
p
p
l
i
c
a
t
i
o
n
,

p
i
p
e

s
i
z
e

a
n
d

t
y
p
e

o
f

j
o
i
n
t
.

W
h
i
l
e

t
h
e

p
i
p
e

a
n
d

f
i
t
t
i
n
g

m
a
t
e
r
i
a
l
s

m
a
y

b
e

c
o
m
p
a
t
i
b
l
e

w
i
t
h

t
h
e

i
n
t
e
n
d
e
d

m
e
d
i
u
m
,

t
h
e

s
o
l
v
e
n
t

c
e
m
e
n
t

m
a
y

n
o
t

b
e
.

C
o
n
s
u
l
t

t
h
e

m
a
n
u
f
a
c
t
u
r
e
r
s

f
o
r

s
u
i
t
a
b
i
l
i
t
y

o
f

u
s
e
.

R
e
a
d

a
n
d

f
o
l
l
o
w

t
h
e

c
e
m
e
n
t

a
n
d

p
r
i
m
e
r

m
a
n
u
f
a
c
t
u
r
e
r
s
'

a
p
p
l
i
c
a
t
i
o
n
s

a
n
d

c
u
r
e

t
i
m
e

i
n
s
t
r
u
c
t
i
o
n
s

t
h
o
r
o
u
g
h
l
y
.

B
e

s
u
r
e

t
o

u
s
e

t
h
e

c
o
r
r
e
c
t

s
i
z
e

a
p
p
l
i
c
a
t
o
r
.

T
h
r
e
a
d
e
d

C
o
n
n
e
c
t
i
o
n
s
·

U
s
e

a

q
u
a
l
i
t
y

g
r
a
d
e

t
h
r
e
a
d

s
e
a
l
a
n
t
.

W
A
R
N
I
N
G
:

S
O
M
E

P
I
P
E

J
O
I
N
T

C
O
M
P
O
U
N
D
S

O
R

P
T
F
E

P
A
S
T
E
S

M
A
Y

C
O
N
T
A
I
N

S
U
B
S
T
A
N
C
E
S

T
H
A
T

C
O
U
L
D

C
A
U
S
E

S
T
R
E
S
S

C
R
A
C
K
I
N
G

T
O

P
L
A
S
T
I
C
.

S
p
e
a
r
s
®

M
a
n
u
f
a
c
t
u
r
i
n
g

c
o
m
p
a
n
y

r
e
c
o
m
m
e
n
d
s

t
h
e

u
s
e

o
f

S
p
e
a
r
s
®

B
L
U
E

7
5
"
'

T
h
r
e
a
d

S
e
a
l
a
n
t

w
h
i
c
h

h
a
s

b
e
e
n

t
e
s
t
e
d

f
o
r

c
o
m
p
a
t
i
b
i
l
i
t
y

w
i
t
h

S
p
e
a
r
s
®

p
r
o
d
u
c
t
s
.

P
l
e
a
s
e

f
o
l
l
o
w

t
h
e

s
e
a
l
a
n
t

m
a
n
u
f
a
c
t
u
r
e
r
s
'

a
p
p
l
i
c
a
t
i
o
n
/
i
n
s
t
a
l
l
a
t
i
o
n

i
n
s
t
r
u
c
t
i
o
n
s
.

C
h
o
i
c
e

o
f

a
n

a
p
p
r
o
p
r
i
a
t
e

t
h
r
e
a
d

s
e
a
l
a
n
t

o
t
h
e
r

t
h
a
n

t
h
o
s
e

l
i
s
t
e
d

a
b
o
v
e

i
s

a
t

t
h
e

d
i
s
c
r
e
t
i
o
n

o
f

t
h
e

i
n
s
t
a
l
l
e
r
.

1

t
o

2

t
u
r
n
s

b
e
y
o
n
d

F
I
N
G
E
R

T
I
G
H
T

i
s

g
e
n
e
r
a
l
l
y

a
l
l

t
h
a
t

i
s

r
e
q
u
i
r
e
d

t
o

m
a
k
e

a

s
o
u
n
d

p
l
a
s
t
i
c

t
h
r
e
a
d
e
d

c
o
n
n
e
c
t
i
o
n
.

U
n
n
e
c
e
s
s
a
r
y

O
V
E
R
T
I
G
H
T
E
N
I
N
G

w
i
l
l

c
a
u
s
e

D
A
M
A
G
E

T
O

B
O
T
H

P
I
P
E

A
N
D

F
I
T
T
I
N
G
.

S
t
a
n
d
a
r
d
s

a
n
d

S
p
e
c
i
f
i
c
a
t
i
o
n
s

M
o
l
d
e
d

S
c
h
e
d
u
l
e

8
0

P
V
C

p
r
o
d
u
c
t
s

a
r
e

m
a
n
u
f
a
c
t
u
r
e
d

t
o

A
S
T
M

D

2
4
6
7

f
o
r

u
s
e

w
i
t
h

p
i
p
e

m
a
n
u
f
a
c
t
u
r
e
d

t
o

A
S
T
M

F

4
4
1
.

C
e
r
t
a
i
n

p
r
o
d
u
c
t
s

c
a
r
r
y

r
e
d
u
c
e
d

p
r
e
s
s
u
r
e

h
a
n
d
l
i
n
g

c
a
p
a
b
i
l
i
t
y

a
n
d

h
a
v
e

m
a
x
i
m
u
m

i
n
t
e
r
n
a
l

p
r
e
s
s
u
r
e

r
a
t
i
n
g
s

a
t

7
3
°
F

n
o
t
e
d
.

F
a
b
r
i
c
a
t
e
d

S
c
h
e
d
u
l
e

8
0

P
V
C

p
r
e
s
s
u
r
e

f
i
t
t
i
n
g
s

(
p
a
r
t

n
u
m
b
e
r
s

e
n
d
i
n
g

w
i
t
h

"
F
"
)

a
r
e

m
a
n
u
f
a
c
t
u
r
e
d

t
o

S
p
e
a
r
s
®

s
p
e
c
i
f
i
c
a
t
i
o
n
s

f
o
r

u
s
e

w
i
t
h

p
i
p
e

m
a
n
u
f
a
c
t
u
r
e
d

t
o

A
S
T
M

D

1
7
8
5
.

G
e
n
e
r
a
l

S
p
e
c
i
f
i
c
a
t
i
o
n
s

f
o
r

S
t
a
n
d
a
r
d

F
a
b
r
i
c
a
t
e
d

F
i
t
t
i
n
g
s

f
o
r

a
d
d
i
t
i
o
n
a
l

i
n
f
o
r
m
a
t
i
o
n
.

A
l
l

s
p
e
c
i
f
i
e
d

S
c
h
e
d
u
l
e

8
0

P
V
C

p
r
o
d
u
c
t
s

a
r
e

m
a
n
u
f
a
c
t
u
r
e
d

f
r
o
m

m
a
t
e
r
i
a
l
s

c
e
r
t
i
f
i
e
d

b
y

N
S
F
@

f
o
r

u
s
e

i
n

p
o
t
a
b
l
e

w
a
t
e
r

s
e
r
v
i
c
e
.

"
L
e
a
d

F
r
e
e
"

l
o
w

l
e
a
d

c
e
r
t
i
f
i
c
a
t
i
o
n

-
u
n
l
e
s
s

o
t
h
e
r
w
i
s
e

s
p
e
c
i
f
i
e
d
,

a
l
l

S
p
e
a
r
s
®

S
c
h
e
d
u
l
e

8
0

f
i
t
t
i
n
g
s

s
p
e
c
i
f
i
e
d

h
e
r
e
-
i
n

a
r
e

c
e
r
t
i
f
i
e
d

b
y

N
S
F

I
n
t
e
r
n
a
t
i
o
n
a
l

t
o

N
S
F
/
A
N
S
I

3
7
2

a
n
d

c
o
n
f
o
r
m
s

w
i
t
h

t
h
e

l
e
a
d

c
o
n
t
e
n
t

r
e
q
u
i
r
e
m
e
n
t
s

f
o
r

'
l
e
a
d

f
r
e
e
"

p
l
u
m
b
i
n
g

a
s

d
e
f
i
n
e
d

b
y

C
a
l
i
f
o
r
n
i
a
,

V
e
r
m
o
n
t
,

M
a
r
y
l
a
n
d
,

a
n
d

L
o
u
i
s
i
a
n
a

s
t
a
t
e

l
a
w
s

a
n
d

t
h
e

U
.
S
.

S
a
f
e

D
r
i
n
k
i
n
g

W
a
t
e
r

A
c
t
.

W
e
i
g
h
t
e
d

a
v
e
r
a
g
e

l
e
a
d

c
o
n
t
e
n
t

<
=
0
.
2
5
%
.

S
p
e
a
r
s
®

P
V
C

a
n
d

C
P
V
C

P
i
p
e
,

F
i
t
t
i
n
g
s

a
n
d

V
a
l
v
e
s

h
a
v
e

a
l
w
a
y
s

b
e
e
n

l
e
a
d
-
f
r
e
e

a
n
d

C
e
r
t
i
f
i
e
d

b
y

N
S
F

I
n
t
e
r
n
a
t
i
o
n
a
l

f
o
r

u
s
e

i
n

p
o
t
a
b
l
e

w
a
t
e
r

s
y
s
t
e
m
s
.

S
p
e
a
r
s
®

o
f
f
e
r
s

a

w
i
d
e

r
a
n
g
e

o
f

l
e
a
d
-
f
r
e
e

s
p
e
c
i
a
l
t
y

f
i
t
t
i
n
g
s

a
n
d

t
r
a
n
s
i
t
i
o
n

a
d
a
p
t
e
r
s

f
o
r

p
l
u
m
b
i
n
g

a
p
p
l
i
c
a
t
i
o
n
s
.

H
o
w
e
v
e
r
,

c
e
r
t
a
i
n

b
r
a
s
s

t
h
r
e
a
d
e
d

a
d
a
p
t
e
r

f
i
t
t
i
n
g
s

f
o
r

a
p
p
l
i
c
a
t
i
o
n
s

t
h
a
t

a
r
e

n
o
t

i
n
t
e
n
d
e
d

t
o

c
o
n
v
e
y

w
a
t
e
r

f
o
r

h
u
m
a
n

c
o
n
s
u
m
p
t
i
o
n

t
h
r
o
u
g
h

d
r
i
n
k
i
n
g

o
r

c
o
o
k
i
n
g

a
r
e

s
t
i
l
l

p
r
o
d
u
c
e
d

a
n
d

a
v
a
i
l
a
b
l
e
.

M
a
d
e

i
n

t
h
e

U
.
S
.
A
.

S
u
i
t
a
b
l
e

f
o
r

O
i
l
-
F
r
e
e

a
i
r

h
a
n
d
l
i
n
g

t
o

2
5

p
s
i
,

n
o
t

f
o
r

d
i
s
t
r
i
b
u
t
i
o
n

o
f

c
o
m
p
r
e
s
s
e
d

a
i
r

o
r

g
a
s

S
e
e

S
p
e
a
r
s
®

P
r
o
d
u
c
t

S
o
u
r
c
e
b
o
o
k

f
o
r

p
r
o
d
u
c
t

O
f
f
e
r
i
n
g
s

P
a
g
e

6

D
o
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
-
t

S
c
h
e
d
u
l
e

8
0

P
V
C

T
e
c
h
n
i
c
a
l

S
c
h
e
d
u
l
e

8
0

F
i
t
t
i
n
g
s

G
r
o
o
v
e
d

C
o
u
p
l
i
n
g

A
d
a
p
t
e
r

G
r
o
o
v
e

x

S
o
c
k
e
t

P
a
r
t

N
u
m
b
e
r

8
3
3
-
0
4
0

8
3
3
-
0
5
0
F

8
3
3
-
0
6
0

8
3
3
-
0
8
0
F

8
3
3
-
1
0
0
F

8
3
3
-
1
2
0
F

*

F
a
b
r
i
c
a
t
e
d

F
e
m
a
l
e

A
d
a
p
t
e
r

S
o
c
k
e
t

x

F
i
p
t

*

P
a
r
t

N
u
m
b
e
r

8
3
5
-
0
0
2

8
3
5
-
0
0
3

8
3
5
-
0
9
8

8
3
5
-
0
0
5

8
3
5
-
0
0
7

8
3
5
-
0
1
0

8
3
5
-
0
1
2

8
3
5
-
0
1
5

8
3
5
-
0
2
0

8
3
5
-
0
2
5

8
3
5
-
0
3
0

8
3
5
-
0
4
0

8
3
5
-
0
6
0

8
3
5
-
0
8
0

8
3
5
-
0
8
0
F

8
3
5
-
1
0
0
F

8
3
5
-
1
2
0
F

*

F
a
b
r
i
c
a
t
e
d

M
a
d
e

i
n

t
h
e

U
.
S
.
A
.

S
i
z
e

L

M
1

N

4

4
-
1
7
/
3
2

5
-
1
/
4

2
-
9
/
3
2

5

7

6
-
5
/
1
6

4

6

5
-
5
/
1
6

7
-
9
/
1
6

2
-
5
/
1
6

8

8
-
3
/
1
6

9
-
5
/
8

3
-
1
5
/
1
6

1
0

9
-
7
/
8

1
1
-
1
5
/
1
6

4
-
5
/
8

1
2

1
0
-
7
/
8

1
4
-
1
/
8

4
-
5
/
8

r

M

l

~
L

-
S
i
z
e

L

M

N

1
/
4

1
-
1
1
/
3
2

2
7
/
3
2

3
/
3
2

3
/
8

1
-
1
5
/
3
2

1

3
/
3
2

3
/
4
X
1
/
4

1
-
1
5
/
1
6

1
-
1
3
/
3
2

1
3
/
3
2

1
/
2

1
-
2
3
/
3
2

1
-
5
/
3
2

3
/
3
2

3
/
4

1
-
2
7
/
3
2

1
-
1
3
/
3
2

3
/
3
2

1

2
-
1
/
8

1
-
2
3
/
3
2

3
/
3
2

1
-
1
/
4

2
-
5
/
1
6

2
-
3
/
3
2

3
/
3
2

1
-
1
/
2

2
-
1
/
2

2
-
1
1
/
3
2

3
/
3
2

2

2
-
1
1
/
1
6

3

1
/
4

2
-
1
/
2

3
-
1
/
4

3
-
9
/
1
6

7
/
3
2

3

3
-
1
5
/
3
2

4
-
1
/
4

3
/
1
6

4

3
-
3
1
/
3
2

5
-
7
/
3
2

1
/
4

6

4
-
3
1
/
3
2

7
-
2
1
/
3
2

5
/
1
6

8

6
-
5
/
3
2

9
-
2
3
/
3
2

1
/
4

8

8
-
9
/
1
6

9
-
5
/
8

2
-
9
/
1
6

1
0

1
0
-
1
/
4

1
1
-
1
5
/
1
6

3

1
2

1
1
-
1
/
8

1
4
-
1
/
8

2
-
5
/
8

S
u
i
t
a
b
l
e

f
o
r

O
i
l
-
F
r
e
e

a
i
r

h
a
n
d
l
i
n
g

t
o

2
5

p
s
i
,

n
o
t

f
o
r

d
i
s
t
r
i
b
u
t
i
o
n

o
f

c
o
m
p
r
e
s
s
e
d

a
i
r

o
r

g
a
s

S
e
e

S
p
e
a
r
s
®

P
r
o
d
u
c
t

S
o
u
r
c
e
b
o
o
k

f
o
r

p
r
o
d
u
c
t

O
f
f
e
r
i
n
g
s

(
C
o
n
t
i
n
u
e
d
)

A
p
p
r
o
x
.

W
t
.

(
L
b
s
.
)

1
.
2
7

2
.
4
8

2
.
7
8

5
.
7
0

1
0
.
3
5

1
6
.
2
1

A
p
p
r
o
x
.

W
t
.

(
L
b
s
.
)

.
0
2

.
0
3

.
0
5

.
0
4

.
0
6

.
1
1

.
1
7

.
2
0

.
4
0

.
6
3

.
7
4

1
.
2
1

3
.
0
8

5
.
2
2

6
.
1
8

1
0
.
5
0

1
4
.
0
9

P
a
g
e

4
2

D
o
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
P
l
u
g

S
p
i
g
o
t

P
a
r
t

N
u
m
b
e
r

8
4
9
-
0
3
0
F
4
'

8
4
9
-
0
4
0
F
4
'

8
4
9
-
0
6
0
F
4
'

8
4
9
-
0
8
0
F
4
0

8
4
9
-
1
0
0
F
4
•

8
4
9
-
1
2
0
F
4
'

4

P
l
u
g

f
a
b
r
i
c
a
t
e
d

u
s
i
n
g

C
a
p

a
n
d

p
i
p
e

s
p
i
g
o
t
.

•

F
a
b
r
i
c
a
t
e
d

P
l
u
g

M
i
p
t

P
a
r
t

N
u
m
b
e
r

8
5
0
-
0
0
2

8
5
0
-
0
0
3

8
5
0
-
0
0
5

8
5
0
-
0
0
7

8
5
0
-
0
1
0

8
5
0
-
0
1
2

8
5
0
-
0
1
5

8
5
0
-
0
2
0

8
5
0
-
0
2
5

8
5
0
-
0
3
0

8
5
0
-
0
4
0

8
5
0
-
0
6
0

8
5
0
-
0
8
0
F
4
'

8
5
0
-
1
0
0
F
4
0

S
c
h
e
d
u
l
e

8
0

P
V
C

T
e
c
h
n
i
c
a
l

S
c
h
e
d
u
l
e

8
0

F
i
t
t
i
n
g
s

S
i
z
e

3

4

6

8

1
0

1
2

S
i
z
e

1
/
4

3
/
8

1
/
2

3
/
4

1

1
-
1
/
4

1
-
1
/
2

2

2
-
1
/
2

3

4

6

8

1
0

-
1

P
I
P
E

O
.
D
.

_
j

L

5
-
5
/
8

6
-
1
/
2

9

1
2

1
1
-
1
5
/
1
6

1
4
-
1
/
8

L

2
3
/
3
2

1
3
/
1
6

1
3
/
1
6

7
/
8

1
-
1
/
4

1
-
9
/
3
2

1
-
1
1
/
3
2

1
-
3
/
8

1
-
2
5
/
3
2

1
-
7
/
8

2
-
3
/
3
2

2
-
3
/
3
2

8
-
5
/
8

8
-
7
/
1
6

4

P
l
u
g

f
a
b
r
i
c
a
t
e
d

u
s
i
n
g

C
a
p

a
n
d

t
h
r
e
a
d
e
d

p
i
p
e
.

•

F
a
b
r
i
c
a
t
e
d

M
a
d
e

i
n

t
h
e

U
.
S
.
A
.

S
u
i
t
a
b
l
e

f
o
r

O
i
l
-
F
r
e
e

a
i
r

h
a
n
d
l
i
n
g

t
o

2
5

p
s
i
,

n
o
t

f
o
r

d
i
s
t
r
i
b
u
t
i
o
n

o
f

c
o
m
p
r
e
s
s
e
d

a
i
r

o
r

g
a
s

S
e
e

S
p
e
a
r
s
®

P
r
o
d
u
c
t

S
o
u
r
c
e
b
o
o
k

f
o
r

p
r
o
d
u
c
t

O
f
f
e
r
i
n
g
s

(
C
o
n
t
i
n
u
e
d
)

A
p
p
r
o
x
.

W
t
.

(
L
b
s
.
)

1
.
5
1

2
.
3
7

6
.
7
1

1
2
.
7
2

1
9
.
1
4

2
6
.
3
4

A
p
p
r
o
x
.

W
t
.

(
L
b
s
.
)

.
0
1

.
0
1

.
0
1

.
0
2

.
0
4

.
0
7

.
0
9

.
1
5

.
2
8

.
4
1

.
7
6

1
.
7
3

1
1
.
4
3

1
2
.
9
0

P
a
g
e

5
6

D
o
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
C
;
/
\

t

'
1

.

C
o
r
p
o
r
a
t
e

O
f
f
i
c
e
s

N
e
w

Y
o
r
k

P
l
a
n
t

3
4
2
1

O
l
d

V
e
s
t
a
l

R
o
a
d
,

V
e
s
t
a
l
,

N
Y

1
3
8
5
0

8
0
0
.
8
3
6
.
4
3
5
0

6
0
7
.
7
2
9
.
9
3
8
1

F
a
x
:

6
0
7
.
7
2
9
.
6
1
3
0

A
1
1
1
e
r
i
t
t
t
1
H
1
1
a
d
e

p
m
d
u
c
t
s

s
i
1
1
c
e

J

9
7
0

D

D

D

D

D

>

P
V
C

P
e
r
f
o
r
a
t
e
d

P
i
p
e

P
l
e
a
s
e

c
h
e
c
k
/
f
i
l
l
-
i
n

d
e
s
i
r
e
d

s
p
e
c
i
f
i
c
a
t
i
o
n
s

a
n
d

s
i
g
n

b
e
l
o
w
.

M
a
t
e
r
i
a
l

P
a
t
t
e
r
n

S
p
e
c
i
a
l

P
a
t
t
e
r
n

A
S
T
M

D
3
0
3
4

S
e
w
e
r

S
D
R
3
5

D

S
t
a
n
d
a
r
d

H
o
l
e

S
i
z
e
:

A
S
T
M

D
3
0
3
4

S
e
w
e
r

S
D
R
2
6

D

A
S
T
M

F
-
7
5
8

I

A
A
S
H
T
O

M
2
7
8

H
o
l
e

S
p
a
c
i
n
g
:

A
S
T
M

D
1
7
8
5
/
D
2
6
6
5

S
C
H
4
0

D

S
p
e
c
i
a
l

H
o
l
e

R
o
w
s
:

A
S
T
M

D

1
7
8
5
/
0
2
6
6
5

S
C
H
8
0

S
p
e
c
i
a
l
:

S
t
a
n
d
a
r
d

P
a
t
t
e
r
n

(
p
e
r

A
S
T
M

0
2
7
2
9
)

N
o
m
i
n
a
l

H
o
l
e

H
o
l
e

H
o
l
e

R
o
w
s

P
i
p
e

S
i
z
e

S
i
z
e

S
p
a
c
i
n
g

4
"

-
6
"

1
/
2
"

S
"
±
Y
.
"

2

@

1
2
0
°

(
±

5
°
)

8
"

-
1
5
"

7
/
8
"

6
"
±
Y
.
"

2

@

1
2
0
°

(
±

5
°
)

A
S
T
M

F
7
5
8

/
~
S
H
T
O

M
2
7
~
P
a
t
t
e
r
n

N
o
m
i
n
a
l

H
o
l
e

H
o
l
e

H
o
l
e

R
o
w
s

P
i
p
e

S
i
z
e

S
i
z
e

S
p
a
c
i
n
g

4
"

3
/
8
"

3
"

±

Y
.
"

2
@

g
o
o
(
±

3
°
)

6
"

-
1
0
"

3
/
8
"

3
"

±

Y
.
"

2

@

g
o
0
,

2
@

1
6
0
°

(
±

3
°
)

1
2
"

-
1
5
"

3
/
8
"

3
"

±

Y
.
"

2

@

g
o
0
,

2

@

1
2
0
°
,

2

@

1
6
0
°

(
±

3
°
)

N
A

T
I
O
N
A
L
'
S

s
e
w
e
r

(
D
3
0
3
4
)

a
n
d

D
W
V

(
D
2
6
6
5
)

P
V
C

p
i
p
e

i
s

m
a
n
u
f
a
c
t
u
r
e
d

f
r
o
m

a

P
V
C

c
o
m
p
o
u
n
d

w
i
t
h

a

c
e
l
l

c
l
a
s
s

o
f

1
2
4
5
4
,

a
s

d
e
f
i
n
e
d

i
n

A
S
T
M

D
l

7
8
4
,

a
n
d

m
e
e
t
s

t
h
e

s
t
a
n
d
a
r
d

s
p
e
c
i
f
i
c
a
t
i
o
n
s

o
f

A
S
T
M

0
3
2
1
2
,

i
f

i
n
t
e
g
r
a
l

g
a
s
k
e
t
e
d
j
o
i
n
t
s

a
r
e

p
r
o
v
i
d
e
d
.

G
a
s
k
e
t

m
a
t
e
r
i
a
l

c
o
n
f
o
r
m
s

t
o

t
h
e

r
e
q
u
i
r
e
m
e
n
t

o
f

A
S
T
M

F
4
7
7
.

S
t
a
n
d
a
r
d

p
i
p
e

l
e
n
g
t
h
s

f
o
r

s
e
w
e
r

a
r
e

1
4
'
,

a
n
d

f
o
r

D
W
V

2
0
'
.

O
t
h
e
r

l
e
n
g
t
h
s

a
r
e

a
v
a
i
l
a
b
l
e

u
p
o
n

s
p
e
c
i
a
l

r
e
q
u
e
s
t
.

U
p
d
a
t
e
d

0
3
-
2
6
-
2
0
1
4

Plant 44314-Thomasville
Product 0570-#57
Sample Information
Sample No 1747770592
Date Sampled 05/01/2017 15:43
Sampled By Andy Spellicy
Type Shipping
Method Stockpile
Split Sample
Resample
QC-18
Test Note
1747770592SpecificationNCDOT 57
Gradation Results
Moist Mass Dry Mass
23.30
Wash Mass Moisture %Wash Loss %Unit
lb
Tested By Andy SpellicyDate Completed 05/01/2017 15:43
Sieve Mass Retained
Cum Mass
Retained % Passing Target Comment% Retained Specification
Ind %
Retained
Procedure
1 1/2" (37.5mm)0.00 0.00 100.00.0 100-1000.0
1" (25mm)0.20 0.20 99.10.9 95-1000.9
3/4" (19mm)1.80 2.00 91.48.67.7
1/2" (12.5mm)10.70 12.70 45.554.5 25-6045.9
3/8" (9.5mm)5.50 18.20 21.978.123.6
#4 (4.75mm)4.20 22.40 3.996.1 0-1018.0
#8 (2.36mm)0.50 22.90 1.798.3 0-52.1
Pan 0.40 23.30 0.00100.001.72
Quality Test Report
Martin Marietta, Inc.StonemontQC 05/05/2017
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
February 20, 2017
REF: 220 Davidson County Landfill Rd Thomasville NC 27360 NC DOT Type 1 and 2
NTPEP (GTX 2016-01-056) TerraTex N08 nonwoven geotextile AASHTO M288 Class 1
This letter is to certify that TerraTex N08 is a nonwoven geotextile made up of polypropylene fibers. These fibers
are needled to form a stable and durable network such that the fibers retain their relative position. It is non-
biodegradable and resistant to most soil chemicals, acids and alkali with a pH range of 3 to 12. TerraTex
N08 (NTPEP GTX 2016-01-056) is manufactured to meet or exceed AASHTO M288 Class 1, 2 & 3, >50%
elongation and the following minimum average roll values:
Minimum Average Minimum Average
Roll Value Roll Value
Property Test Method English Metric
Weight (Typical) ASTM D-5261 8 oz/yd2 271 g/m
2
Grab Tensile ASTM D-4632 205 lb 0.911 kN
Grab Elongation ASTM D-4632 50% 50%
Trapezoid Tear ASTM D-4533 85 lb 0.378 kN
CBR Puncture ASTM D-6241 535 lb 2.38 kN
Puncture Resistance ASTM D-4833 130 lb 0.578 kN
Mullen Burst ASTM D-3786 400 psi 2756 kPa
UV Resistance ASTM D-4355 70% @ 500 hr 70% @ 500 hr
AOS* ASTM D-4751 80 US Sieve .180 mm
Permittivity ASTM D-4491 1.4 sec-1 1.4 sec-1
Water Flow Rate ASTM D-4491 95 gal/min/ft2 3860 l/min/m2
*maximum average roll value
Best regards,
Keith Harris
Technical Director
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Appendix E
Earthwork CQA Data

Construction Quality Assurance Report
Davidson County C&D Landfill Closure
Lexington, North Carolina
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: DAVIDSON CO. LF CLOSURE Depth (ft): NA
Project No.: 2017-644-001 Sample No.: SW SLOPE
Lab ID:2017-644-001-001 Soil Description: GRAY SILT
Note: The USCS symbol used with this test refers only to the minus No. 40 ( Minus No. 40 sieve material, Air dried)
sieve material. See the "Sieve and Hydrometer Analysis" graph page for the complete material description .
1 2 3 M
Tare Number:W-2 A-N A-T U
Wt. of Tare & Wet Sample (g): 28.31 28.66 26.59 L
Wt. of Tare & Dry Sample (g): 25.26 25.37 23.69 T
Weight of Tare (g): 15.78 15.40 15.54 I
Weight of Water (g): 3.1 3.3 2.9 P
Weight of Dry Sample (g): 9.5 10.0 8.2 O
Was As Received MC Preserved:I
Moisture Content (%): 32.2 33.0 35.6 N
Number of Blows: 35 24 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:X-9 D-1 Liquid Limit (%): 33
Wt. of Tare & Wet Sample (g): 22.25 21.88
Wt. of Tare & Dry Sample (g): 20.98 20.59 Plastic Limit (%): 24
Weight of Tare (g): 15.63 15.25
Weight of Water (g): 1.3 1.3 Plasticity Index (%): 9
Weight of Dry Sample (g): 5.4 5.3
USCS Symbol: ML
Moisture Content (%): 23.7 24.2 -0.4
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By BW Date 2/27/17 Checked By GEM Date 2/28/17
page 1 of 1 DCN: CTS4B, REV. 5, 9/13/13
S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
Liquid Limit TestAs Received Moisture Content
Yes
209
ASTM D2216-10
16.2
712.5
115.4
171.72
884.20
999.62
20
22
24
26
28
30
32
34
36
38
110100
Wa
t
e
r

C
o
n
t
e
n
t

(
%
)
Number of Blows
0
10
20
30
40
50
60
0 20406080100
Pl
a
s
t
i
c
i
t
y

I
n
d
e
x

(
%
)
Liquid Limit (%)
CL CH
MH
CL-ML
ML
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. NA
Client Reference DAVIDSON CO. LF CLOSURE Depth (ft) NA
Project No. 2017-644-001 Sample No. SW SLOPE
Lab ID 2017-644-001-001 Soil Color GRAY
SIEVE ANALYSIS HYDROMETER
USCS gravel sand silt and clay
USCS Symbol SM, TESTED
USCS Classification SILTY SAND
Tested By SS Date 2/27/17 Checked By GEM Date 2/28/17
page 1 of 2 DCN: CT-S3A DATE 6-25-98 REVISION 2Z:\2017 PROJECTS\2017-644 SMITH + GARDNER - DAVIDSON CO LF CLOSURE\[2017-644-001-001 J-SIEVEON.xls]Sheet1
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
Particle Diameter (mm)
12"6"3"3/4"3/8"#4 #10 #20 #40 #140 #200
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: DAVIDSON CO. LF CLOSURE Depth (ft): NA
Project No.: 2017-644-001 Sample No.: SE SLOPE
Lab ID:2017-644-001-002 Soil Description: BROWN SILT
USCS ( Minus No. 40 sieve material, Air dried)
1 2 3 M
Tare Number:A-I 3M 5M U
Wt. of Tare & Wet Sample (g): 28.17 26.33 26.44 L
Wt. of Tare & Dry Sample (g): 25.05 23.59 23.60 T
Weight of Tare (g): 15.39 15.56 15.58 I
Weight of Water (g): 3.1 2.7 2.8 P
Weight of Dry Sample (g): 9.7 8.0 8.0 O
Was As Received MC Preserved:I
Moisture Content (%): 32.3 34.1 35.4 N
Number of Blows: 35 26 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:K B Liquid Limit (%): 34
Wt. of Tare & Wet Sample (g): 21.24 21.86
Wt. of Tare & Dry Sample (g): 20.03 20.51 Plastic Limit (%): 25
Weight of Tare (g): 15.17 15.16
Weight of Water (g): 1.2 1.4 Plasticity Index (%): 9
Weight of Dry Sample (g): 4.9 5.4
USCS Symbol: ML
Moisture Content (%): 24.9 25.2 -0.3
Flow Curve Plasticity Chart
2/28/17
DCN: CTS4B, REV. 5, 9/13/13
Liquid Limit TestAs Received Moisture Content
Yes
NE-03
ASTM D2216-10
18.7
966.7
180.5
228.00
1194.70
1375.16
20
22
24
26
28
30
32
34
36
38
110100
Wa
t
e
r

C
o
n
t
e
n
t

(
%
)
Number of Blows
0
10
20
30
40
50
60
0 20406080100
Pl
a
s
t
i
c
i
t
y

I
n
d
e
x

(
%
)
Liquid Limit (%)
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
BROWN
gravel sand silt and clay
DCN: CT-S3A DATE 6-25-98 REVISION 2
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
Particle Diameter (mm)
12"6"3"3/4"3/8"#4 #10 #20 #40 #140 #200
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
ASTM D 4318-10
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: DAVIDSON CO. LF CLOSURE Depth (ft): NA
Project No.: 2017-644-001 Sample No.: NW SLOPE
Lab ID:2017-644-001-003 Soil Description: BROWN LEAN CLAY
( Minus No. 40 sieve material, Air dried)
.
Tare Number:A-B IG
Wt. of Tare & Wet Sample (g): 38.31 32.47 32.06
Wt. of Tare & Dry Sample (g): 33.29 28.53 27.96
Weight of Tare (g): 15.51 15.19 15.00
Weight of Water (g): 5.0 3.9 4.1
Weight of Dry Sample (g): 17.8 13.3 13.0
Was As Received MC Preserved:
Tare Number:O 1M
Wt. of Tare & Wet Sample (g): 20.36 20.91
Wt. of Tare & Dry Sample (g): 19.57 20.10
Weight of Tare (g): 15.16 15.80
Weight of Water (g): 0.8 0.8
Weight of Dry Sample (g): 4.4 4.3
Note: The acceptable range of the two Moisture contents is ± 2.6
Tested By MY Date 2/24/17 Checked By GEM Date 2/27/17
page 1 of 1 DCN: CTS4B, REV. 5, 9/13/13
S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
AF-03
ASTM D2216-10
1071.8
105.7
229.22
1301.04
1406.73
20
22
24
26
28
30
32
34
1101000
10
20
30
40
50
60
0 20406080100
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

SIEVE ANALYSIS HYDROMETER
USCS
USCS Symbol SC, TESTED
USCS Classification CLAYEY SAND WITH GRAVEL
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
USCS
.
1 2 3 M
U
L
T
I
P
O
I
Moisture Content (%):31.0 32.5 34.4 N
Number of Blows:32 23 14 T
Plastic Limit Test 1 2 Range Test Results
Liquid Limit (%): 32
Plastic Limit (%): 22
Plasticity Index (%): 10
USCS Symbol: CL
Moisture Content (%): 22.6 21.7 0.9
Note: The acceptable range of the two Moisture contents is ± 2.6
Flow Curve Plasticity Chart
Tested By NE Date 2/24/17 Checked By GEM Date
page 1 of 1
S:\Excel\Excel QA\Spreadsheets\Limit 3Pt.xls
12.0
Liquid Limit TestAs Received Moisture Content
Yes
Wa
t
e
r

C
o
n
t
e
n
t

(
%
)
Number of Blows
Pl
a
s
t
i
c
i
t
y

I
n
d
e
x

(
%
)
Liquid Limit (%)
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. NA
Client Reference DAVIDSON CO.LF CLOSURE Depth (ft) NA
Project No. 2017-644-003 Sample No. VSL-1
Lab ID 2017-644-003-001 Soil Color
Tested By MY Date 3/28/17 Checked By GEM Date 3/29/17
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Project Name: Davidson County C&D Landfill Closure
Project Number: DAVDCO-16-12
Contractor: Jimmy R. Lynch & Sons, Inc.
Grain Size Analysis (ASTM D 422) Test Results:
Test +3" Pass #4 Pass #200 Gravel Sand Silt/Clay USCS
Number (%) (%) (%) (%) (%) (%) Classification
SF-1 0.0 86.8 39.6 13.2 47.2 39.6 SC
Atterberg Limits (ASTM D 4318) Test Results:
Plasticity
Test Liquid Limit Plastic Limit Index USCS
Number (%) (%) (%) Classification
SF-1 33 23 10 SC
Moisture-Density Relationship (ASTM D 698) Test Results:
Optimum Maximum
Test Water Content Dry Density
Number (%) (pcf)
SF-1 13.5 116.1
Number of Tests Performed:
Grain Size Analysis: 1
Atterberg Limits: 1
Moisture Density Relationship: 1
STRUCTURAL FILL
CONTROL TEST SUMMARY
SMITH GARDNER, INC.Control Tests DC C&DLF Closure Structural Fill Summary.xls
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

ATTERBERG LIMITS
ASTM D 4318-10
Client:SMITH + GARDNER, INC.Boring No.:NA
Client Reference: DAVIDSON CO. LF CLOSURE Depth (ft): NA
Project No.: 2017-644-001 Sample No.: SF-1
Lab ID:2017-644-001-005 Soil Description: DARK GRAY LEAN CLAY
USCS ( Minus No. 40 sieve material, Air dried)
1 2 3 M
Tare Number:W A-C L U
Wt. of Tare & Wet Sample (g): 30.05 29.89 26.36 L
Wt. of Tare & Dry Sample (g): 26.52 26.27 23.42 T
Weight of Tare (g): 15.11 15.53 15.23 I
Weight of Water (g): 3.5 3.6 2.9 P
Weight of Dry Sample (g): 11.4 10.7 8.2 O
Was As Received MC Preserved:I
Moisture Content (%): 30.9 33.7 35.9 N
Number of Blows: 35 25 15 T
Plastic Limit Test 1 2 Range Test Results
Tare Number:B-1 V-2 Liquid Limit (%): 33
Wt. of Tare & Wet Sample (g): 22.08 22.12
Wt. of Tare & Dry Sample (g): 20.89 20.90 Plastic Limit (%): 23
Weight of Tare (g): 15.62 15.62
Weight of Water (g): 1.2 1.2 Plasticity Index (%): 10
Weight of Dry Sample (g): 5.3 5.3
USCS Symbol: CL
Moisture Content (%): 22.6 23.1 -0.5
Flow Curve Plasticity Chart
2/28/17
DCN: CTS4B, REV. 5, 9/13/13
228.09
695.18
782.97
Liquid Limit TestAs Received Moisture Content
Yes
NE-01
ASTM D2216-10
18.8
467.1
87.8
20
22
24
26
28
30
32
34
36
38
110100
Wa
t
e
r

C
o
n
t
e
n
t

(
%
)
Number of Blows
0
10
20
30
40
50
60
0 20406080100
Pl
a
s
t
i
c
i
t
y

I
n
d
e
x

(
%
)
Liquid Limit (%)
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
SIEVE ANALYSIS
ASTM D 422-63 (2007)
Client SMITH + GARDNER, INC. Boring No. NA
Client Reference DAVIDSON CO. LF CLOSURE Depth (ft) NA
Project No. 2017-644-001 Sample No. SF-1
Lab ID 2017-644-001-005 Soil Color DARK GRAY
gravel sand silt and clay
Tested By SS Date 3/1/17 Checked By GEM Date 3/1/17
page 1 of 2 DCN: CT-S3A DATE 6-25-98 REVISION 2Z:\2017 PROJECTS\2017-644 SMITH + GARDNER - DAVIDSON CO LF CLOSURE\[2017-644-001-005 J-SIEVEON.xls]Sheet1
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
Pe
r
c
e
n
t

F
i
n
e
r

B
y

W
e
i
g
h
t
Particle Diameter (mm)
12"6"3"3/4"3/8"#4 #10 #20 #40 #140 #200
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
MOISTURE - DENSITY RELATIONSHIP
ASTM D 4718, D 698-91 (SOP-S12,S39)
ASTM D 4718-87, D 698-07e1
Client SMITH + GARDNER, INC.Boring No.NA
Client Reference DAVIDSON CO. LF CLOSURE Depth (ft)NA
Project No.2017-644-001 Sample No.SF-1
Lab ID 2017-644-001-005 Test Method STANDARD
Visual Description DARK GRAY CLAYEY SAND
Optimum Water Content 14.2 Corrected Water Content 13.5
Maximum Dry Density 115.1 Corrected Dry Density 116.1
Tested By APG Date 2/27/17 Checked By GEM Date 3/1/17
page 1 of 2 DCN:CT-S 39 DATE:2/28/01 Revision 6Z:\2017 PROJECTS\2017-644 SMITH + GARDNER - DAVIDSON CO LF CLOSURE\[2017-644-001-005 Proctor rock correction.xls]Sheet1
100
105
110
115
120
5 10152025
De
n
s
i
t
y

(
p
c
f
)
Water Content (%)
Non-corrected Curve Corrected Curve
Specific Gravity
Bulk Sp. Gravity
2.70
Assumed
2.22Measured
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Pr
o
j
e
c
t

N
a
m
e
:

Da
v
i
d
s
o
n

C
o
u
n
t
y

C
&
D

L
a
n
d
f
i
l
l

C
l
o
s
u
r
e
Pr
o
j
e
c
t

N
u
m
b
e
r
:

DA
V
D
C
O
-
1
6
-
1
2
Co
n
t
r
a
c
t
o
r
:

Ji
m
m
y

R
.

L
y
n
c
h

&

S
o
n
s
,

I
n
c
.
In
-
P
l
a
c
e

M
o
i
s
t
u
r
e
-
D
e
n
s
i
t
y

T
e
s
t

R
e
s
u
l
t
s
:
Di
f
f
e
r
e
n
c
e
Op
t
i
m
u
m

F
r
o
m
Mo
i
s
t
u
r
e

M
a
x
i
m
u
m

M
o
i
s
t
u
r
e

O
p
t
i
m
u
m
Te
s
t

T
e
s
t

D
r
y

D
e
n
s
i
t
y
Co
n
t
e
n
t

D
r
y

D
e
n
s
i
t
y
Co
n
t
e
n
t

C
o
m
p
a
c
t
i
o
n

M
o
i
s
t
u
r
e
Nu
m
b
e
r
Da
t
e

M
e
t
h
o
d
*

(
p
c
f
)

(
%
)

(
p
c
f)

(
%
)

(
%
)

(
%
)

P
a
s
s
/
F
a
i
l
ND
-
1

2
/
2
8
/
1
7

N

1
1
0
.
3

1
6
.
9

1
1
6
.
1

1
3
.
5

9
5
.
0

3
.
4

P
A
S
S
ND
D
C
-
1

2
/
2
8
/
1
7

D
C

1
1
0
.
4

1
6
.
5

1
1
6
.
1

1
3
.
5

9
5
.
1

3
.
0

P
A
S
S
ND
-
2

2
/
2
8
/
1
7

N

1
1
0
.
4

1
5
.
7

1
1
6
.
1

1
3
.
5

9
5
.
1

2
.
2

P
A
S
S
ND
-
3

2
/
2
8
/
1
7

N

1
1
0
.
5

1
6
.
2

1
1
6
.
1

1
3
.
5

9
5
.
2

2
.
7

P
A
S
S
ND
-
4

2
/
2
8
/
1
7

N

1
1
0
.
6

1
4
.
3

1
1
6
.
1

1
3
.
5

9
5
.
3

0
.
8

P
A
S
S
ND
-
5

2
/
2
8
/
1
7

N

1
1
0
.
4

1
6
.
9

1
1
6
.
1

1
3
.
5

9
5
.
1

3
.
4

P
A
S
S
ND
-
6

2
/
2
8
/
1
7

N

1
1
0
.
5

1
4
.
2

1
1
6
.
1

1
3
.
5

9
5
.
2

0
.
7

P
A
S
S
ND
-
7

2
/
2
8
/
1
7

N

1
1
0
.
9

1
5
.
9

1
1
6
.
1

1
3
.
5

9
5
.
5

2
.
4

P
A
S
S
ND
-
8

2
/
2
8
/
1
7

N

1
1
1
.
3

1
3
.
9

1
1
6
.
1

1
3
.
5

9
5
.
9

0
.
4

P
A
S
S
ND
-
9

2
/
2
8
/
1
7

N

1
1
0
.
5

1
6
.
6

1
1
6
.
1

1
3
.
5

9
5
.
2

3
.
1

P
A
S
S
ND
-
1
0

2
/
2
8
/
1
7

N

1
1
0
.
4

1
6
.
2

1
1
6
.
1

1
3
.
5

9
5
.
1

2
.
7

P
A
S
S
ND
D
C
-
2

2
/
2
8
/
1
7

D
C

1
1
0
.
5

1
6
.
6

1
1
6
.
1

1
3
.
5

9
5
.
2

3
.
1

P
A
S
S
ND
-
1
1

2
/
2
8
/
1
7

N

1
1
0
.
8

1
7
.
2

1
1
6
.
1

1
3
.
5

9
5
.
4

3
.
7

P
A
S
S
ND
-
1
2

2
/
2
8
/
1
7

N

1
1
0
.
6

1
5
.
5

1
1
6
.
1

1
3
.
5

9
5
.
3

2
.
0

P
A
S
S
*N
o
t
e
:

N

=

N
u
c
l
e
a
r
;

S
C

=

S
a
n
d

C
o
n
e
;

D
C

=

D
r
i
v
e

C
y
l
i
n
d
e
r
;

R
B

=

R
u
b
b
e
r

B
a
l
l
o
o
n
To
t
a
l
s
:
Nu
m
b
e
r

o
f

T
e
s
t
s

=

1
4
Mi
n
.

P
e
r
c
e
n
t

C
o
m
p
a
c
t
i
o
n

=

9
5
.
0

M
i
n
.

M
o
i
s
t
u
r
e

(
%

o
f

O
p
t
.
)

=

0
.
4
Ma
x
.

P
e
r
c
e
n
t

C
o
m
p
a
c
t
i
o
n

=

9
5
.
9

M
a
x
.

M
o
i
s
t
u
r
e

(
%

o
f

O
p
t
.
)

=

3
.
7
Av
g
.

P
e
r
c
e
n
t

C
o
m
p
a
c
t
i
o
n

=

9
5
.
2

A
v
g
.

M
o
i
s
t
u
r
e

(
%

o
f

O
p
t
.
)

=

2
.
4
Cap Diversion Berm Cap Diversion Berm Cap Diversion Berm Cap Diversion BermSide Slope Swale Side Slope Swale Side Slope Swale Side Slope Swale Side Slope Swale Side Slope Swale Side Slope Swale Side Slope Swale Cap Diversion BermSide Slope Swale
ST
R
U
C
T
U
R
A
L

F
I
L
L
RE
C
O
R
D

T
E
S
T

S
U
M
M
A
R
Y
In
-
S
i
t
u

V
a
l
u
e
s

R
e
f
e
r
e
n
c
e

V
a
l
u
e
s
(A
S
T
M

D

6
9
8
)
Location/Comment
Re
c
o
r
d

T
e
s
t
s

1

o
f

1

D
C

C
&
D
L
F

C
l
o
s
u
r
e

S
t
r
u
c
t
u
r
a
l

F
i
l
l

S
u
m
m
a
r
y
.
x
l
s
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Friday
2/10/17
1
1 of 2
Arrived:12:15 PM
Departed:3:15 PM
Temperature:
▪
▪
▪
▪
AMS Date:2/10/17 SFS Date:2/28/17Prepared By: Checked By:
Today J.R.L. began dressing up the slopes in preparation for the intermediate vegetative cover. This process
involved clearing out preexisting vegetation on the N-NW slope of the cell as well as filling in areas of the slope
lower than others to achieve slope uniformity.
J.R.L. stated that they planned to continue this process on the Eastern portion of the cell.
Geotechnics representative departed from site.
Geotechnics representatives, Aaron Smith arrived on site.
Weather Conditions:Partly Cloudy 32-51 F
Contractor's Equipment:CAT D6N LGP Dozer, 3 CAT 725 C Haul Trucks, CAT-325D Excavator
Contractor's Personnel:~6
Description of Daily Activities & Events
Firm / Sub-Contractor Representative's Name and Title
Client Name:Smith+Gardner, Inc.Client Contact:Pieter Scheer
Site Location:Lexington, NC Time on Site:
General Contractor:J.R. Lynch and Sons Inc.Superintendent:Rick Lynch
Other Firms / Sub-Contractor Represented On Site
Project Name:Davidson County C&D Landfill Closure Project No.:2017-644
Day:
Date:
Log No.:
Page:
Daily Field Report
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Tuesday
2/14/17
2
1 of 2
Arrived: 10:30 AM
Departed:1:30 PM
Temperature:
▪
▪
▪
▪
▪
AMS Date:2/14/17 SFS Date:2/28/17Prepared By: Checked By:
J.R.L. is continuing the process of placing 2' protective cover on the Eastern slopes of the C&D landfill.
Rick Lynch stated that after the slopes are covered J.R.L. will work on covering the top of the cell with liner
before proceeding to building the slope swale berms on the slope of the landfill.
Geotechnics representative made sure that shrubbery was removed before proctective cover was placed.
Geotechnics representative departed from site.
Geotechnics representatives, Aaron Smith arrived on site.
Weather Conditions:Sunny 44-61 F
Contractor's Equipment:CAT D6N LGP Dozer, 3 CAT 725C Haul Trucks, 1 CAT-325 D Excavator
CAT-325D Excavator
Contractor's Personnel:~6
Description of Daily Activities & Events
Firm / Sub-Contractor Representative's Name and Title
Client Name:Smith+Gardner, Inc.Client Contact:Pieter Scheer
Site Location:Lexington, NC Time on Site:
General Contractor:J.R. Lynch and Sons Inc.Superintendent:Rick Lynch
Other Firms / Sub-Contractor Represented On Site
Project Name:Davidson County C&D Landfill Closure Project No.:2017-644
Day:
Date:
Log No.:
Page:
Daily Field Report
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Monday
2/20/17
4
1 of 2
Arrived: 10:00 AM
Departed:1:00 PM
Temperature:
▪
▪
▪
▪
▪
▪
AMS Date:2/20/17 SFS Date:2/28/17Prepared By: Checked By:
Geotechnics representative departed from site.
Contractor finished the entirety of the 2' intermediate vegetative cover along the slopes of the cell on Friday
and Saturday.
J.R.L. placed the 1' intermediate layer on the top of the cell on Saturday.
Today J.R.L. is adding additional soil to the intermediate vegetative layer on the southern part of the cell slope
to meet sheet #3/ the Intermediate cover grading plan in the construction drawings.
Surveyor came out to confirm the intermediate vegetative layer was greater than or equal to 2'.
Geotechnics representatives, Aaron Smith arrived on site.
Weather Conditions:45-72 F
Contractor's Equipment:CAT D6N LGP Dozer, 3 CAT 725C Haul Trucks, 1 CAT-325 D Excavator
CAT-325D Excavator
Contractor's Personnel:~6
Description of Daily Activities & Events
Firm / Sub-Contractor Representative's Name and Title
Client Name:Smith+Gardner, Inc.Client Contact:Pieter Scheer
Site Location:Lexington, NC Time on Site:
General Contractor:J.R. Lynch and Sons Inc.Superintendent:Rick Lynch
Other Firms / Sub-Contractor Represented On Site
Project Name:Davidson County C&D Landfill Closure Project No.:2017-644
Day:
Date:
Log No.:
Page:
Daily Field Report
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

Tuesday
2/28/17
9
1 of 2
Arrived: 11:00 AM
Departed:12:30 PM
Temperature:
▪
▪
▪
▪
AMS Date:2/28/17 SFS Date:3/24/17Prepared By: Checked By:
J.R. Lynch + Sons began the process of installing the down pipes on the slopes of the cell; today the contractor
focused on the down pipe on the SE portion of the cell.
Density tests were taken on both the side slope swale berms on the slopes of the cell as well as on the cap
diversion berm at the top of the cell. All tests passed minimum requirements at this time.
Geotechnics representative departed from site.
Geotechnics representatives, Aaron Smith arrived on site.
Weather Conditions:Mostly Cloudy 55-76 F
Contractor's Equipment:CAT D6N LGP Dozer, 3 CAT 725C Haul Trucks, 1 CAT-325 D Excavator
CAT-325D Excavator
Contractor's Personnel:~6
Description of Daily Activities & Events
Smith + Gardner, Inc. Pieter Scheer- Project Engineer
Firm / Sub-Contractor Representative's Name and Title
Client Name:Smith+Gardner, Inc.Client Contact:Pieter Scheer
Site Location:Lexington, NC Time on Site:
General Contractor:J.R. Lynch and Sons Inc.Superintendent:Rick Lynch
Other Firms / Sub-Contractor Represented On Site
Project Name:Davidson County C&D Landfill Closure Project No.:2017-644
Day:
Date:
Log No.:
Page:
Daily Field Report
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

22
0
0

W
e
s
t
i
n
g
h
o
u
s
e

B
l
v
d
.
,

S
u
i
t
e

1
0
3

•

R
a
l
e
i
g
h
,

N
C

2
7
6
0
4

•

P
h
o
n
e

(
9
1
9
)

8
7
6
-
0
4
0
5

•

F
a
x

(
9
1
9
)

8
7
6
-
0
4
6
0

•

w
w
w
.
g
e
o
t
e
c
h
n
i
c
s
.
n
e
t

Sm
i
t
h
+
G
a
r
d
n
e
r
,

I
n
c
.
Da
v
i
d
s
o
n

C
o
.

C
+
D

L
a
n
d
f
i
l
l

C
l
o
s
u
r
e
20
1
7
-
6
4
4
Re
p
o
r
t

N
u
m
b
e
r

:

G
e
o
t
e
c
h
n
i
c
s

R
e
p
r
e
s
e
n
t
a
t
i
v
e

:

P
a
g
e

:

1

o
f

1
Da
t
e

(
s
)

:

R
e
v
i
e
w
e
d

B
y

:

D
a
t
e

:

3
/
2
4
/
1
7
Co
n
t
r
a
c
t
o
r

:

B
o
r
r
o
w

S
o
u
r
c
e

:
MD
D

p
c
f

O
p
t
.

%
M

W
D

(
p
c
f
)

%

M

D
D

(
p
c
f
)

%

C

%

R
e
q
.
ND
-

1
Si
d
e

S
l
o
p
e

S
w
a
l
e
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
8
.
9

1
6
.
9

1
1
0
.
3

9
5
.
0
%
95
.
0
%
ND
D
C
-

1
Si
d
e

S
l
o
p
e

S
w
a
l
e
1

N
/
A

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
8
.
6

1
6
.
5

1
1
0
.
4
95
.
1
%
95
.
0
%
ND
-

2
Si
d
e

S
l
o
p
e

S
w
a
l
e
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
7
.
7

1
5
.
7

1
1
0
.
4
95
.
1
%
95
.
0
%
ND
-

3
Si
d
e

S
l
o
p
e

S
w
a
l
e
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
8
.
4
16
.
2

1
1
0
.
5

9
5
.
2
%
95
.
0
%
ND
-

4
Si
d
e

S
l
o
p
e

S
w
a
l
e
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
6
.
4
14
.
3

1
1
0
.
6

9
5
.
3
%
95
.
0
%
ND
-

5
Si
d
e

S
l
o
p
e

S
w
a
l
e
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
9
.
0

1
6
.
9

1
1
0
.
4
95
.
0
%
95
.
0
%
ND
-

6
Si
d
e

S
l
o
p
e

S
w
a
l
e
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
6
.
2

1
4
.
2

1
1
0
.
5

9
5
.
2
%
95
.
0
%
ND
-

7
Si
d
e

S
l
o
p
e

S
w
a
l
e
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
8
.
5

1
5
.
9

1
1
0
.
9

9
5
.
5
%
95
.
0
%
ND
-

8
Si
d
e

S
l
o
p
e

S
w
a
l
e
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
6
.
8

1
3
.
9

1
1
1
.
3

9
5
.
9
%
95
.
0
%
ND
-

9
C ap

D
i
v
e
r
s
i
o
n

B
e
r
m
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
8
.
8

1
6
.
6

1
1
0
.
5

9
5
.
1
%
95
.
0
%
ND
-

1
0
C ap

D
i
v
e
r
s
i
o
n

B
e
r
m
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
8
.
3

1
6
.
2

1
1
0
.
4
95
.
1
%
95
.
0
%
ND
D
C
-

2
C ap

D
i
v
e
r
s
i
o
n

B
e
r
m
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
8
.
8

1
6
.
6

1
1
0
.
5

9
5
.
1
%
95
.
0
%
ND
-

1
1
C ap

D
i
v
e
r
s
i
o
n

B
e
r
m
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
9
.
9

1
7
.
2

1
1
0
.
8

9
5
.
5
%
95
.
0
%
ND
-

1
2
C ap

D
i
v
e
r
s
i
o
n

B
e
r
m
1

6
"

6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

1
3
.
5
12
7
.
8

1
5
.
5

1
1
0
.
6

9
5
.
3
%
95
.
0
%
Co
m
p
a
c
t
i
o
n

Eq
u
i
p
m
e
n
t

:
CA
T
-
C
S
5
6

S
h
e
e
p
s
f
o
o
t

R
o
l
l
e
r
Cl
i
e
n
t
:
Pr
o
j
e
c
t

N
a
m
e

:
Pr
o
j
e
c
t

N
u
m
b
e
r

:
Fi
e
l
d

D
e
n
s
i
t
y

R
e
p
o
r
t
SF
F
D
R
-
0
1
Aa
r
o
n

S
m
i
t
h
Pr
o
c
t
o
r

D
a
t
a
2/
2
6
/
1
7
-
3
/
4
/
1
7

S
h
a
n
n
o
n

S
i
s
e
l
l
J.
R
.

L
y
n
c
h
+

S
o
n
s
,

I
n
c
.
On
-
S
i
t
e
Te
s
t

N
u
m
b
e
r

T
e
s
t

L
o
c
a
t
i
o
n
El
e
v
a
t
i
o
n
/

Li
f
t
Ro
d

De
p
t
h
Pr
o
c
t
o
r

I
.
D
.

No
.
2/28/17
Me
a
s
u
r
e
d

I
n

P
l
a
c
e

C
o
m
p
a
c
t
i
o
n
Comments 2/28/17 2/28/17 2/28/17 2/28/17 2/28/17 2/28/17 2/28/17 2/28/17 2/28/17 2/28/17 2/28/17 2/28/17 2/28/17
Ga
u
g
e

N
u
m
b
e
r

G
a
u
g
e

M
o
d
e
l

D
e
n
s
i
t
y

C
o
u
n
t

M
o
i
s
t
u
r
e

C
o
u
n
t
20
7
2
2

3
4
3
0

1
8
7
5

6
4
1
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

)
)
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

22
0
0

W
e
s
t
i
n
g
h
o
u
s
e

B
l
v
d
.
,

S
u
i
t
e

1
0
3

•

R
a
l
e
i
g
h
,

N
C

2
7
6
0
4

•

P
h
o
n
e

(
9
1
9
)

8
7
6
-
0
4
0
5

•

F
a
x

(
9
1
9
)

8
7
6
-
0
4
6
0

•

w
w
w
.
g
e
o
t
e
c
h
n
i
c
s
.
n
e
t

Cl
i
e
n
t
:
Sm
i
t
h
+
G
a
r
d
n
e
r
,

I
n
c
.
Pr
o
j
e
c
t

N
a
m
e

:
Da
v
i
d
s
o
n

C
o
.

C
+
D

L
a
n
d
f
i
l
l

C
l
o
s
u
r
e
Pr
o
j
e
c
t

N
u
m
b
e
r

:
20
1
7
-
6
4
4
On
s
i
t
e

E
x
c
a
v
a
t
i
o
n

M
o
i
s
t
u
r
e

/

D
e
n
s
i
t
y

R
e
l
a
t
i
o
n
s
h
i
p
s
1
p
t
-
1
80
.
0
85
.
0
90
.
0
95
.
0
10
0
.
0
10
5
.
0
11
0
.
0
11
5
.
0
12
0
.
0
12
5
.
0
13
0
.
0
3.
0
8.
0
13
.
0
18
.
0
23
.
0
28
.
0
33
.
0
38.0
D
r
y

D
e
n
s
i
t
y

(
p
c
f
)
Mo
i
s
t
u
r
e

C
o
n
t
e
n
t

(
%
)
10
0
%

S
a
t
u
r
a
t
i
o
n

L
i
n
e

B
a
s
e
d

o
n

S
G

o
f

2
.
7
0

(
A
s
s
u
m
e
d
)
20
1
7
-
6
4
4
-
0
0
1
-
0
0
5

1
1
6
.
1

@

1
3
.
5

%

M
1
p
t
-

1
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
Tuesday
3/7/17
11
1 of 1
Arrived:10:00 AM
Departed:3:00 PM
Temperature:
▪
▪
▪
JKS Date:3/7/17 SFS Date:3/24/17
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Davidson County Landfill Project No.:2015-664
Client Name:Smith and Gardner inc.Client Contact:Pieter Scheer
Site Location:Lexington, NC Time on Site:
General Contractor:JR Lynch and Sons Superintendent:Rick Lynch
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Canady Seeding and Landscaping NA
Weather Conditions:Cloudy ~58
Contractor's Equipment:
Contractor's Personnel:~8
Description of Daily Activities & Events
Geotechnics representative, Jeremy Shaw, arrived on site.
Observed placement of erosion control blanket being placed by Canady Seeding and Landscaping.
Geotechnics representative, Jeremy Shaw, departed site.
Prepared By: Checked By:
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
Tuesday
3/14/17
13
1 of 2
Arrived:2:00 PM
Departed:3:45 PM
Temperature:
▪
▪
▪
▪
▪
JKS Date:3/14/17 SFS Date:3/24/17Prepared By: Checked By:
Geotechnics representative, Jeremy Shaw, departed site.
Spoke with Pieter Scheer in regards to site debrees pickup needed.
Pictures were taken of debrees needed to be picked up before geosynthetics to be placed.
Took pictures of geosynthetics that arrived earlier in the day to verify delivery.
Contractor's Personnel:~8
Description of Daily Activities & Events
Geotechnics representative, Jeremy Shaw, arrived on site.
Weather Conditions:Cloudy ~48
Contractor's Equipment:
General Contractor:JR Lynch and Sons Superintendent:
Other Firms / Sub-Contractor Represented On Site
Firm / Sub-Contractor Representative's Name and Title
Client Name:Smith and Gardner inc.Client Contact:Pieter Scheer
Site Location:Lexington, NC Time on Site:
Day:
Date:
Log No.:
Page:
Daily Field Report
Project Name:Davidson County Landfill Project No.:2017-644
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Ta
b
l
e

1
:

S
u
m
m
a
r
y

o
f

I
n
t
e
r
f
ac
e

S
h
e
a
r

S
t
r
e
n
g
t
h

T
e
s
t

D
a
t
a

In
t
e
r
f
a
c
e

Pe
a
k

S
h
e
a
r

S
t
r
e
n
g
t
h

En
v
e
l
o
p
e

D
e
t
e
r
m
i
n
e
d

by

D
i
r
e
c
t

S
h
e
a
r

Te
s
t
i
n
g
1

Pe
a
k

S
h
e
a
r

S
t
r
e
s
s

@

(N
o
r
m
a
l

L
o
a
d
)

Re
q
u
i
r
e
d

S
h
e
a
r

S
t
r
e
s
s

@

(N
o
r
m
a
l

L
o
a
d
)

Comment
1.

4
0

m
i
l

T
L
L
D
P
E

v
s
.

In
t
e
r
m
e
d
i
a
t
e

C
o
v
e
r

S
o
i
l

 =

3
0
.
6
˚
a
=

0

p
s
f

11
8

p
s
f

(
2
0
0

p
s
f
)

64

p
s
f

(
2
0
0

p
s
f
)

Exceeds Requirement
2.

D
r
a
i
n
a
g
e

G
e
o
c
o
m
p
o
s
i
t
e

vs
.

4
0

m
i
l

T
L
L
D
P
E

 =

3
7
.
0
˚
a
=

0

p
s
f

15
0

p
s
f

(
2
0
0

p
s
f
)

64

p
s
f

(
2
0
0

p
s
f
)

Exceeds Requirement
3.

V
e
g
e
t
a
t
i
v
e

S
o
i
l

L
a
y
e
r

v
s
.

Dr
a
i
n
a
g
e

G
e
o
c
o
m
p
o
s
i
t
e

 =

3
5
.
0
˚
a
=

0

p
s
f

14
1

p
s
f

(
2
0
0

p
s
f
)

64

p
s
f

(
2
0
0

p
s
f
)

Exceeds Requirement
No
t
e
s
:

1.

T
e
s
t
s

p
e
r
f
o
r
m
e
d

b
y

G
e
o
t
e
c
h
n
i
cs
,

P
i
t
t
s
b
u
r
g
h
,

P
A
.

P
e
a
k

s
h
e
a
r

s
t
re
n
g
t
h

e
n
v
e
l
o
p
e

b
a
s
e
d
o
n

b
e
s
t
-
f
i
t

l
i
n
e

o
v
e
r

t
h
e

n
o
r
m
a
l

s
t
r
e
s
s
es

e
v
a
l
u
a
t
e
d
.

Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net

INTERFACE FRICTION TEST RESULTS
ASTM D 5321
CLIENT : J. R. Lynch and Sons, Inc.
CLIENT PROJECT : Davidson Co. C & D Landfill Closure
PROJECT NO. : L17041-01
LAB I. D. NO.: SF-1, (2017-644-001-005)
Agru 40 mil LLDPE Microspike, Roll # G17B000256 (L17042-01-01)
INTERFACE :Soil @ 96.3 pcf & 14.2 % M.C.
vs. Agru 40 mil LLDPE Microspike (Bottom/Shiny Side)
PEAK SHEAR RESIDUAL SHEAR
FRICTION ANGLE (deg) : Φ =30.6 Φ =28.4
COEFFICIENT OF FRICTION : = 0.591 = 0.541
ADHESION [Calculated] (psf): a = 0 a = 0
NOTES: 1.) Soil was lightly compacted at the optimum moisture content.
2.) The interface was loaded, inundated with water & seated for 24 hours prior to shearing.
3.) The peak friction angle was calculated using linear regression of the data point through the origin.
4.) The residual friction angle was calculated using linear regression on the end of test value through the origin.
PAGE 1 OF 3 APPROVED BY :RO DATE :3/13/17
\\GEOSERVER\Data Drive\Ryan\Finished Reports\L17\041\[L17041-01 INT 1.xls]3 Points L17041-01 3/13/17
y = 0.5914x
y = 0.541x
-
50
100
150
200
250
300
-50 100 150 200 250 300
SH
E
A
R

S
T
R
E
S
S

(
p
s
f
)
NORMAL COMPRESSIVE STRESS (psf)
PEAK SHEAR DATA RESIDUAL SHEAR DATA
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT : J. R. Lynch and Sons, Inc.
CLIENT PROJECT : Davidson Co. C & D Landfill Closure
PROJECT NO. : L17041-01
LAB I. D. NO.: SF-1, (2017-644-001-005)
Agru 40 mil LLDPE Microspike, Roll # G17B000256 (L17042-01-01)
INTERFACE :Soil @ 96.3 pcf & 14.2 % M.C.vs. Agru 40 mil LLDPE Microspike (Bottom/Shiny Side)
PAGE 2 OF 3 APPROVED BY :RO DATE :3/13/17
\\GEOSERVER\Data Drive\Ryan\Finished Reports\L17\041\[L17041-01 INT 1.xls]3 Points L17041-01 3/13/17
INTERFACE FRICTION TEST RESULTS
ASTM D 5321
0
20
40
60
80
100
120
140
0.000 0.500 1.000 1.500 2.000 2.500 3.000
SH
E
A
R

R
E
S
I
S
T
A
N
C
E

(
p
s
f
)
HORIZONTAL DISPLACEMENT (in.)
SHEAR RESISTANCE VS HORIZONTAL DISPLACEMENT
200 psf NORMAL COMPRESSIVE STRESS
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net

INTERFACE FRICTION TEST RESULTS
ASTM D 5321
Geocomposite
vs. Agru 40 mil LLDPE Microspike (Top/Dull Side)
PEAK SHEAR RESIDUAL SHEAR
Φ =37.0 Φ =27.3
= 0.753 = 0.516
a = 0 a = 0
y = 0.7525x
y = 0.5162x
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net

Geocompositevs. Agru 40 mil LLDPE Microspike (Top/Dull Side)
INTERFACE FRICTION TEST RESULTS
ASTM D 5321
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net

INTERFACE FRICTION TEST RESULTS
ASTM D 5321
Soil @ 96.3 pcf & 14.2 % M.C.
vs. Geocomposite
PEAK SHEAR RESIDUAL SHEAR
Φ =35.1 Φ =31.1
= 0.703 = 0.602
a = 0 a = 0
y = 0.7025x
y = 0.6024x
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net

Soil @ 96.3 pcf & 14.2 % M.C.vs. Geocomposite
INTERFACE FRICTION TEST RESULTS
ASTM D 5321
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

544 Braddock Avenue • East Pittsburgh, PA 15112 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Thickness (nominal ), mil (mm)
Thickness (min avg), mil (mm)
Thickness (min 8 of 10), mil (mm)
Thickness (lowest individual), mil (mm)
ASTM D5994
Minimum Average Values
40 (1.0) 60 (1.5)80 (2.0)
57 (1.43)76 (1.9)
54 (1.35) 72 (1.8)
51 (1.28) 68 (1.7)
Density, g/cc, maximum ASTM D792, Method B 0.939 0.939 0.939 0.939
ASTM D6693, Type IV
2 in/minute
Tensile Properties (both directions)
Strength @ Break, lb/in width (N/mm)
Elongation @ Break, % (GL=2.0in) 400
Tear Resistance, lbs. (N),ASTM D1004 60 (267)
Puncture Resistance, lbs. (N) ASTM D4833 115 (512)
Carbon Black Content, % (range)ASTM D4218 2 - 3
Carbon Black Dispersion (Category) ASTM D5596
Oxidative Induction Time, minutes ASTM D3895, 200°C, 1 atm O2 ≥140 ≥140 ≥140 ≥140
Linear Low Density Polyethylene
MicroSpike® Liner
Product Data
Property
Supply Information (Standard Roll Dimensions)
Thickness Width Length Area (approx.)
mil mm ft m ft m ft2 m2
© Agru America, Inc. 1.16
500 Garrison Road, Georgetown, South Carolina 29440 843-546-0600 800-373-2478 Fax: [phone]
email: [e-mail] www.AgruAmerica.com
Note:
All information, recommendations and suggestions appearing in this literature concerning the use of our products are based upon tests and data believed to be reliable; however, it is the users responsibility to determine the suitability for their own use of the products described herein. Since the actual use by others is beyond our control, no guarantee or warranty of any kind, expressed or implied, is made by Agru America as to the effects of such use or the results to be obtained, nor does Agru America assume any liability in connection herewith. Any statement made herein may not be absolutelycomplete since additional information may be necessary or desirable when particular or exceptional conditions or circumstances exist or because of applicable laws or government regulations. Nothing herein is to be construed as permission or as a recommendation to infringe any patent.
Only near spherical agglomerates: 10 views Cat.1 or 2
Agru America’s geomembranes are certified to pass Low Temp. Brittleness via ASTM D746 (-80°C), Dimensional Stability via ASTM D1204 (±2% @ 100°C).
Oven Aging and UV Resistance are tested per GRI GM 17. These product specifications meet or exceed GRI’s GM17.
Frequency
Per Roll
200,000 lb
20,000 lb
45,000 lb
45,000 lb
20,000 lb
45,000 lb
200,000 lb
Test Method
90 (2.25)
85 (2.13)
95 (2.38)
100 (2.5)
280 (49)
400
224 (39.2)
400
112 (19.6)
400
168 (29.4)
50 (222)
90 (400)
2 - 3
36 (160)
70 (310)
2 - 3
25 (111)
50 (222)
2 - 3
Average roll weight is 3,900 lbs (1,770 kg). All rolls are supplied with two slings. Rolls are wound on a 6" core. Special length available upon request. Roll
length and width have a tolerance of ±1%. The weight values may change due to project specifications (i.e. average or absolute minimum thickness) or shipping requirments (i.e. international contanerized shipments).
36 (0.90)
34 (0.85)
38 (0.95)
Asperity Height, mil (mm) ASTM D7466 2nd Roll 20 (0.51) 20 (0.51) 18 (0.46) 18 (0.46)
40 1.0 23 7 750
790
1,603
1,688
60 1.5 23 540
550
1,154
1,175
80 2.0 23 410
420
876
897
100 2.5 23 335
340
716
726
Double-Sided
Single-Sided
7 Double-Sided
Single-Sided
7 Double-Sided
Single-Sided
7 Double-Sided
Single-Sided
229
241
165
168
125
128
102
104
17,250
18,170
12,420
12,650
9,430
9,660
7,705
7,820
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Cust:National Lining Systems, Inc.Doc#: 35927
PO#:5491 Davidson Co. LF-JR Lynch
Dest:Lexington, NC
3 rolls 40LL micro (750)
15 rolls 6-275-6 (180)
roll # width length area check weld rod qty (if ordered) wgt resin lot #
ft. ft. ft². lbs.
G17B000256 23 740 17,020 40LL micro 3tot 1 3726 CGK810470
G17B000257 23 740 17,020 40LL micro 3tot 2 3730 CGK810470
G17B000258 23 740 17,020 40LL micro 3tot 3 3736 CGK810470
51,060 11192
total for order
Geotechnics: waiting on conformance instructions/ friction req'd.
English
NAT LIN Davidson Co. LF-JR Lynch, Lexington, NC doc 35927 list (3m, 15c).xls Page 1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

40 LL MICROSPIKECGK810470G17B000256ROLL #:LOT #:LINER TYPE:
Thickness
Measurement
ASTM D5994
(Modified)
Thickness:
Length:
Width:
m
m
feet
feet
Specific Gravity
ASTM D792
MFI ASTM D1238 COND. E Melt Flow Index 190C/2160 g - g/10 min
Carbon Black Content ASTM D4218 Range
Carbon Black Dispersion ASTM D5596 Category
Tensile Strength
ASTM D6693
(2 inches / minute)TD
Tensile Elongation
ASTM D6693
(2 inches / minute)
Lo = 1.3" Yield
Lo = 2.0" Break
Average Elongation @Break
Tear Resistance
ASTM D1004 (Modified)Average Tear Resistance
Puncture Resistance
ASTM D4833 (Modified)
Customer:
PO:
Destination:
Production Date:
Signature:
Quality Control Department
g/cc
%
%
N
N
ppi
OIT(Standard) ASTM D 3895 minutes
lbs.
lbs.
N/mm
mm mil40
225.555
7.01
1.02
740
23
192
.930
.36
2.4
10 in Category 1
94
13924
Asperity
ASTM D7466
Top
Bottom
31
34
mil
mil
Grade:7104
3677
3463
530
571
35
32142.3
418.1
2/10/2017
psi
psi
ppiMDN/mm 14726Average Strength @ Break
%
MD
TD
MD
TD
lbs.N155.7
National Lining Systems, Inc.
5491 Davidson Co. LF-JR Lynch
Lexington, NC
Average
Average Density
METRIC ENGLISH
Average Peak Load
mm
mm
.79
.86
OA#:35927
Maria Coffey
METRIC ENGLISH
mm mil
mm
mm
mil
mil
MIN:40
MAX:45
AVE:43
1.0
1.1
1.1
mm
mm
mm
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Product:
MARLEX 7104 POLYETHYLENE in Bulk
Lot Number: CGK810470 ____________________________________________________________________________
Property Test Method Value Unit____________________________________________________________________________
Melt Index ASTM D1238 0.36 g/10mi
HLMI ASTM D1238 14.75 g/10mi
Pellet Count ST-905 33 pel/g
Production date 20161007
Density D1505 or D4883 0.919 g/cm3____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem).
However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes
all risk and liability in connection therewith.
KEVIN AYRES
QUALITY ASSURANCE SUPERINTENDENT
For CoA questions contact Customer Service Representative at [phone]
AGRU AMERICA INC:GEORGETOWN
500 GARRISON RD
GEORGETOWN SC 29440
USA
Recipient: PALMER
Fax:
CoA Date: 12/30/2016
Delivery #: 89385001
Page 1 of 1
PO #: 010980
Weight: 184950 LB
Ship Date: 12/30/2016
Package: BULK
Mode: Hopper Car
Car #: CHVX890175
Seal No: 66973
Shipped To:
Certificate of Analysis
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

June 17, 2015
Grant Palmer
Agru America
500 Garrison Road
Georgetown, SC 29440

Dear Grant:

This letter is to report the final results of oven-aging and UV-aging tests (according to GRI-GM13 and
GRI-GM17) on Agru America black sheet samples that you provided to us recently. These tests were
performed by CPChem’s Materials Evaluation Laboratory in Bartlesville, OK. The tests were completed
June 2015.

The GRI-GM13 (HDPE) and GRI-GM17 (LLDPE) durability tests were done according to the following
procedures.

Test Exposure Method
HP-OIT 150 °C, 500 psi oxygen D5885
Oven Aging 90 days, 85 °C D5721
UV Aging 1600 UV hrs (Conditions were 20 hours UVA-340 at 75 °C followed by 4 hrs
dark with condensation at 60 °C. Irradiance was 0.72 W/m2 at 340 nm.)
D7238

Oven-Aging Results

Sample Initial HP-
OIT (min)
HP-OIT Value
after Oven Aging
90 Days (min)
% HP-OIT
Retained after
Oven Aging 90
Days
GRI-GM13 and
GRI-GM17% Retained
Requirement
(Oven Aging 90 Days)
60 mil HDPE
Roll # G14F514045
from Marlex® K307
Polyethylene
Lot # H71-4-1337

1066

883

83

80
40 mil LLDPE
Roll # G14C243027
from Marlex® 7104
Polyethylene
Lot # CEC810320

512

422

82

60

Yingying Lu, Ph.D., Geomembrane Technical Service & Applications Development
Highways 60 & 123, Bartlesville Research and Technology Center, Room 149 PTC
Bartlesville, OK 74003
918-977-6894 [e-mail] Fax: [phone]  www.cpchem.com

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
without warranty
or guarantee
You expressly assume, and release Chevron Phillips Chemical Company, from all risk and liability, whether
based in contract, tort or otherwise, in connection with the use of, or results obtained from, such Information (and
Product, if applicable).
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Material: 40 mil. Microspike LLDPE Geomembrane Resin: Chevron Marlex 7104 LLDPE
Roll Number: 303112-13 Resin Lot #: CCN811900
TRI Log #: E2375-24-04
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
2% Secant Modulus (ASTM D 5323)
MD 2% Secant Modulus (psi) 34530 33311 37457 36861 40240 36480 2696
MD 2% Secant Modulus (lb/in) 1744 1782 1794 1773 1887 1796 54
TD 2% Secant Modulus (psi) 44698 44751 47500 37885 49374 44842 4360
TD 2% Secant Modulus (lb/in) 2007 2099 2109 1769 2355 2068 211
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2
GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
TRI / Environmental, Inc.
A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: Agru America
Project:GRI GM17 compliance 2010
Material: AGRU 40 mil Microspike LLDPE Geomembrane
Roll #: 319110.10 (Chevron 7104 LLDPE resin lot CAA810800)
TRI Log #: E2341-52-07
STD. PROJ.
PARAMETER TEST REPLICATE NUMBER MEAN DEV. SPEC.
1 2 3 4 5 6 7 8 9 10
Multi-axial Tensile (ASTM D 5617)Test Method A: Centerpoint Deflection Versus Pressure
Thickness (mils)43 43 40 42 2
Maximum Stress (psi)1765 1558 1643 1655 104
% Elongation @ Rupture (%)76.9 76.3 81.6 78.3 2.9 30 min
Failure Description H-CAT MDT MDT
N-EF N-EF N-EF
MDT A tear in the machine direction.
TDT A tear in the transverse direction.
H Circular or elliptical hole in the specimen.
H-CAT Circular or elliptical hole in an area where the material has significantly necked down
or thinned. The large thinned area resembles a pupil of a cat eye.
N-EF No edge failure
MD Machine Direction TD Transverse Direction NA Not Available
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 2 of 2GeosyntheticTesting.com
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Project Name: Davidson County C&D Landfill ClosureProject Number: Davco-16-12
Contractor: J.R. Lynch and Sons Storage Area: Adjacent to C&DLFGeosynthetics Installer: National Liner System Inventory Monitor(s): BSH
Geosynthetic Material Type: 40-Mil LLDPE Geomembrane (Textured)
Geosynthetic Product Identification: Agru America 40 mil LLDPE MicroSpike
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks
(Feet) (Feet) Sample No.
G17B000256 CGK810470 750 23 Yes L17042-01-01 Pass
G17B000257 CGK810470 750 23 Yes
G17B000258 CGK810470 750 23 Yes
Totals:
Total Rolls: 3
Total Lots: 1
Total SF: 51,750
GEOSYNTHETICS INVENTORY LOG
40-MIL LLDPE GEOMEMBRANE (TEXTURED)
Material Material Dimensions
40-Mil LLDPE-T
Page 1 of 1 DC C&DLF Closure GS Inventory Log 2017-03-20.xls
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
D
o
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
T
E
S
T

T
H
I
C
K
N
E
S
S

D
E
N
S
I
T
Y

C
A
R
B
O
N

B
L
A
C
K

C
O
N
T
E
N
T

C
A
R
B
O
N

B
L
A
C
K

D
I
S
P
E
R
S
I
O
N

T
E
A
R

R
E
S
I
S
T
A
N
C
E

T
E
N
S
I
L
E

P
R
O
P
E
R
T
I
E
S

S
T
R
E
N
G
T
H

A
T

B
R
E
A
K

E
L
O
N
G
A
T
I
O
N

A
T

B
R
E
A
K

L
o
=

2
.
0
"

C
O
N
F
O
R
M
A
N
C
E

T
E
S
T

R
E
S

U
L

T
S

C
L
I
E
N
T
:

S
m
i
t
h

G
a
r
d
n
e
r
,

I
n
c
.

C
L
I
E
N
T

P
R
O
J
E
C
T
:

D
a
v
i
d
s
o
n

C
o
.

C
&
D

L
a
n
d
f
i
l
l

C
l
o
s
u
r
e

P
R
O
J
E
C
T

N
O
.
:

L

1
7
0
4
2
-
0
1

A
S
T
M

L
A
B

I
D

N
O
.
:

L

1
7
0
4
2
-
0
1
-
0
1

M
A
T
E
R
I
A
L
:

A
g
r
u

4
0

m
i
l

L
L
D
P
E

M
i
c
r
o
s
p
i
k
e

S
A
M
P
L
E

I
.
D
.

N
A

R
O
L
L

N
O
:

G
1
7
B
0
0
0
2
5
6

S
P
E
C
I
M
E
N

N
O
.

M
E
T
H
O
D

U
N
I
T
S

1

2

I

3

I

D

5
9
9
4

m
i
l
s

4
1

4
2

4
1

4
1

4
1

4
2

D

1
5
0
5

g
l
e
e

0
.
9
3
2
3

0
.
9
3
2
0

0
.
9
3
1
8

D

1
6
0
3

%

2
.
5
0

2
.
5
1

D

5
5
9
6

C
A
T
E
G
O
R
Y

1

1

1

1

1

1

D

1
0
0
4

M
D
-
l
b
s

3
2
.
3

3
5
.
0

3
3
.
0

3
2
.
1

3
7
.
1

3
5
.
0

C
D
-
l
b
s

3
6
.
7

3
4
.
0

3
3
.
9

3
8
.
8

3
5
.
3

3
3
.
0

0
6
6
9
3

M
D
-
p
p
i

1
2
7

1
4
9

1
5
7

C
D
-
p
p
i

1
2
0

1
2
7

1
3
2

M
D
%

4
7
3

4
6
2

5
8
7

C
D
%

5
3
3

5
5
9

5
8
7

4

4
2

4
2

1

1

3
2
.
1

3
4
.
0

3
7
.
3

3
6
.
0

1
5
8

1
1
8

4
6
2

5
0
9

C
H
E
C
K
E
D

B
Y
:

-
T
H

p

t
e
c
h
n
i
c
s

I
N
T
E
G
R
I
T
Y

I
N

T
E
S
T
I
N
G

5

A
V
E

S
T
D

4
1

4
1

4
1

0
.
4
9

0
.
9
3
2
1

0
.
0
0
0
2

2
.
5
1

0
.
0
0
6

1

1

3
4
.
3

3
4
.
0

3
3
.
9

1
.
5
1

3
4
.
3

3
8
.
0

3
5
.
7

1
.
8
5

1
2
8

1
4
4

1
3
.
7
6

1
3
6

1
2
7

6
.
9
1

4
7
8

4
9
2

4
7
.
7
1

6
0
0

5
5
8

3
3
.
5
6

D
A
T
E
:

3
.

f

/
I

T
:
\
S
y
n
t
h
e
t
i
c
s
\
2
0
1
7

S
Y
N
T
H
E
T
I
C
S
\
0
4
2
-
S
M
I
T
H

G
A
R
D
N
E
R
-
D
a
v
i
d
s
o
n

C
o
.

C
&
D

L
F

C
l
o
s
u
r
e
\
[
L

1
7
0
4
2
-
0
1
-
0
1

H
O
P
E

M
e
m
b
r
a
n
e

C
o
n
f
o
r
m
a
n
c
e
.
x
l
s
]
S
h
e
e
t

L

1
7
0
4
2
-
0
1
-
0
1

3
/
9
/
2
0
1
7

5
4
4

B
r
a
d
d
o
c
k

A
v
e
n
u
e

•

E
a
s
t

P
i
t
t
s
b
u
r
g
h
,

P
A

1
5
1
1
2

•

4
1
2
-
8
2
3
-
7
6
0
0

•

F
A
X

4
1
2
-
8
2
3
-
8
9
9
9

•

w
w
w
.
g
e
o
t
e
c
h
n
i
c
s
.
n
e
t

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
TR
I
A
L

W
E
L
D

F
O
R
M
Page 1 of 1
Te
s
t

C
r
i
t
e
r
i
a
Ti
m
e
Nu
m
b
e
r
Pe
e
l

-

p
p
i
QC

N
A
M
E
:
Tr
i
a
l
Sa
m
p
l
e

A
i
r

M
a
t
e
r

T
e
c
h

M
a
c
h
n

W
e
d
g
e

S
p
e
e
d
Pass
No
.

D
a
t
e

T
i
m
e

T
e
m
p

T
y
p
e

I
n
i
t
i
a
l
s

N
o
.

B
a
r
r
e
l

P
r
e
h
e
a
t
1

2

3

4

5
Fail
1
03
/
1
6
/
1
7

3
:
0
0

p
m

6
0

4
0

M
i
l

J
L
P

W
#
1

8
5
0

7

8
7

8
7

7
9

8
0

8
6

8
4
93 Pass
2
03
/
1
6
/
1
7

3
:
0
5

p
m

6
0

4
0

M
i
l

J
L

W
#
3
1

7
5
0

6

7
8

7
6

7
6

8
5

7
0

7
3
80 Pass
3
03
/
1
6
/
1
7

3
:
1
4

p
m

6
0

4
0

M
i
l

J
L

W
#
3
1

7
5
0

5

8
1

8
2

7
8

8
4

8
4

8
1
83 Pass
4
03
/
1
6
/
1
7

3
:
2
2

p
m

6
0

4
0

M
i
l

S
S

W
#
1
0

7
5
0

8

6
2

6
8

6
6

6
9

5
7

5
9
72 Pass
5
03
/
1
6
/
1
7

3
:
2
7

p
m

6
0

4
0

M
i
l

S
S

W
#
1
0

7
5
0

7

7
8

7
6

6
2

6
3

7
8

7
8
75 Pass
6
03
/
1
7
/
1
7

8
:
0
0

a
m

4
0

4
0

M
i
l

S
S

G
#
3

2
8
5

2
2
0

7
0
76
72
86 Pass
7
03
/
1
7
/
1
7

9
:
0
0

a
m

4
0

4
0

M
i
l

J
L

G
#
1

2
4
0

2
2
0

7
9
78
74
82 Pass
PR
O
J
E
C
T

N
A
M
E
:
PR
O
J
E
C
T

N
O
.
:
MA
T
E
R
I
A
L

T
Y
P
E
:
50
MA
T
E
R
I
A
L

L
A
Y
E
R
:
Shear (ppi)
As

N
o
t
e
d
3P
/
1
S
Sh
e
a
r

-

p
p
i
44
Ex
t
r
u
s
i
o
n
60

6
0
3P
/
1
S
Mi
c
h
e
l
l
e

C
a
s
i
m
i
r
o
Da
v
i
d
s
o
n

C
o
u
n
t
y

C
&
D

C
l
o
s
u
r
e
10
0
0
-
3
9
2
40

M
i
l

L
L
D
P
E
PR
I
M
A
R
Y
Fu
s
i
o
n
As

N
o
t
e
d
1
5
Pe
e
l

(
p
p
i
)
2

3

4
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
PANEL PLACEMENT FORM Page 1 of 1
PANEL
NO.ROLL NO.PLACEMENT
DATE
PANEL
LENGTH (FT)PANEL WIDTH (FT)Square Feet COMMENTS
P1 0258 03/16/17 222 22.5 4995
P2 0258 03/16/17 204 22.5 4590 212/195
P3 0258 03/16/17 188 22.5 4230 195/180
P4 0258 03/16/17 104 22.5 2340 110/98
P5 0257 03/16/17 70 22.5 1575
P6 0257 03/16/17 161 22.5 3622.5 169/152
P7 0257 03/16/17 146 22.5 3285 152/140
P8 0257 03/16/17 136 22.5 3060 140/131
P9 0257 03/16/17 128 22.5 2880 131/125
P10 0257 03/16/17 73 22.5 1642.5 70/75
P11 0256 03/16/17 55 22.5 1237.5
P12 0256 03/16/17 108 22.5 2430 114/101
P13 0256 03/16/17 87 22.5 1957.5 101/73
P14 0256 03/16/17 54 22.5 1215 73/35
P15 0256 03/16/17 35 22.5 787.5
PROJECT NAME:
PROJECT NO.:
Michelle
1000-392
Davidson County C&D Closure
40 Mil LLDPE
PRIMARY
MATERIAL TYPE:
MATERIAL LAYER:
QC NAME:
Rev 140520
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
PA
N
E
L

S
E
A
M
I
N
G

F
O
R
M
Page 1 of 1
MA
T
E
R
I
A
L

L
A
Y
E
R
:
QC

N
A
M
E
:
Se
a
m

N
u
m
b
e
r

D
a
t
e

T
i
m
e
Se
a
m

Le
n
g
t
h

(F
T
)
Se
a
m
e
r

In
i
t
i
a
l
s
We
d
g
e

/

Ba
r
r
e
l
Sp
e
e
d

/

Pr
e
h
e
a
t
Tr
i
a
l

S
e
a
m

N
o
.

C
o
m
m
e
n
t
s
Non Destructive Testing Completion Date
P1
/
2

0
3
/
1
6
/
1
7

3
:
3
0

2
1
2

L
P

W
#

1

8
5
0

6

7
3/17/2017
P2
/
3

0
3
/
1
6
/
1
7

3
:
1
9

1
9
5

J
L

W
#

3
1

7
5
0

5
.
5

6
3/17/2017
P3
/
5

0
3
/
1
6
/
1
7

3
:
4
0

7
0

L
P

W
#

1

8
5
0

5
.
5

7
3/17/2017
P3
/
4

0
3
/
1
6
/
1
7

3
:
5
1

1
1
0

L
P

W
#

1

8
5
0

6

7
3/17/2017
P4
/
5

0
3
/
1
6
/
1
7

3
:
3
5

2
3

S
S

W
#

1
0

7
5
0

6
.
5

7
3/17/2017
P5
/
6

0
3
/
1
6
/
1
7

3
:
4
5

7
0

S
S

W
#

1
0

7
5
0

5
.
5

8
3/17/2017
P4
/
6

0
3
/
1
6
/
1
7

3
:
5
5

9
8

S
S

W
#

1
0

7
5
0

6

8
3/17/2017
P6
/
7

0
3
/
1
6
/
1
7

3
:
4
9

1
5
2

J
L

W
#

3
1

7
5
0

6
.
5

6
3/17/2017
P7
/
8

0
3
/
1
6
/
1
7

4
:
0
9

1
4
0

L
P

W
#

1

8
5
0

6

7
3/17/2017
P8
/
9

0
3
/
1
6
/
1
7

4
:
0
9

1
3
1

J
L

W
#

3
1

7
5
0

6

6
3/17/2017
P9
/
1
1

0
3
/
1
6
/
1
7

4
:
3
0

5
5

L
P

W
#

1

8
5
0

6

7
3/17/2017
P9
/
1
0

0
3
/
1
6
/
1
7

3
:
3
7

7
0

L
P

W
#

1

8
5
0

6

7
3/17/2017
P1
0
/
1
1

0
3
/
1
6
/
1
7

4
:
2
0

2
3

S
S

W
#

1
0

7
5
0

6

7
3/17/2017
P1
1
/
1
2

0
3
/
1
6
/
1
7

4
:
3
2

4
1

S
S

W
#

1
0

7
5
0

6
.
5

8
3/17/2017
P1
0
/
1
2

0
3
/
1
6
/
1
7

4
:
3
0

7
5

S
S

W
#

1
0

7
5
0

6

8
3/17/2017
P1
2
/
1
3

0
3
/
1
6
/
1
7

4
:
4
4

1
0
1

J
L

W
#

3
1

7
5
0

6
.
5

6
3/17/2017
P1
3
/
1
4

0
3
/
1
6
/
1
7

4
:
4
7

7
3

L
P

W
#

1

8
5
0

6
.
5

7
3/17/2017
P1
4
/
1
5

0
3
/
1
6
/
1
7

5
:
0
0

3
5

J
L

W
#

3
1

7
5
0

6
.
5

6
3/17/2017
Ma
c
h
i
n
e

Nu
m
b
e
r
PR
I
M
A
R
Y
Mi
c
h
e
l
l
e

C
a
s
i
m
i
r
o
PR
O
J
E
C
T

N
O
.
:
MA
T
E
R
I
A
L

T
Y
P
E
:
PR
O
J
E
C
T

N
A
M
E
:
Da
v
i
d
s
o
n

C
o
u
n
t
y

C
&
D

C
l
o
s
u
r
e
10
0
0
-
3
9
2
40

M
i
l

L
L
D
P
E
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
NO
N
-
D
E
S
T
R
U
C
T
I
V
E

T
E
S
T
I
N
G

F
O
R
M
Page 1 of 2
Te
s
t

C
r
i
t
e
r
i
a

T
e
s
t

C
r
i
t
e
r
i
a

V
a
c
u
u
m

T
e
s
t
St
a
r
t

P
r
e
s
s
u
r
e

V
a
c
.

T
i
m
e

1
0

S
E
C
Te
s
t

T
i
m
e
Va
c
.

P
r
e
s
.

5

P
S
I
Ac
c
e
p
t
.

D
r
o
p
Se
a
m

T
e
s
t

T
e
c
h

T
e
s
t

T
y
p
e
Te
s
t

R
e
s
u
l
t
Nu
m
b
e
r

D
a
t
e

I
n
i
t
i
a
l
s

(
A

o
r

V
)

P
S
I

S
t
a
r
t

P
S
I

F
i
n
i
s
h

S
t
a
r
t

E
nd

(
P

o
r

F
)
P1
-
2

0
3
/
1
6
/
1
7

L
P

A

3
0

3
0

5
:
4
7

P
M

5
:
5
2

P
M

P
P3
-
4

0
3
/
1
6
/
1
7

L
P

A

3
0

3
0

5
:
4
0

P
M

5
:
4
5

P
M

P
P7
-
8

0
3
/
1
6
/
1
7

L
P

A

3
0

3
0

5
:
3
2

P
M

5
:
3
7

P
M

P
P1
1
-
1
2

0
3
/
1
6
/
1
7

L
P

A

3
0

3
0

5
:
2
5

P
M

5
:
3
0

P
M

P
P1
2
-
1
3

0
3
/
1
6
/
1
7

L
P

A

3
0

3
0

5
:
2
5

P
M

5
:
3
0

P
M

P
P2
-
3

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

8
:
3
4

A
M

8
:
3
9

A
M

P
P3
-
5

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

8
:
5
8

A
M

9
:
0
3

A
M

P
P5
-
6

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

8
:
5
0

A
M

8
:
5
5

A
M

P
P4
-
5

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

8
:
5
0

A
M

8
:
5
5

A
M

P
P4
-
6

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

8
:
4
2

A
M

8
:
4
7

A
M

P

0
-
1
1
P6
-
7

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

8
:
4
2

A
M

8
:
4
7

A
M

P

1
1
-
E
O
S
P8
-
9

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

8
:
4
2

A
M

8
:
4
7

A
M

P
P9
-
1
1

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

9
:
0
4

A
M

9
:
0
9

A
M

P
P1
0
-
1
1

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

9
:
1
0

A
M

9
:
1
5

A
M

P
P9
-
1
0

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

9
:
1
0

A
M

9
:
1
5

A
M

P
P1
0
-
1
2

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

9
:
1
0

A
M

9
:
1
5

A
M

P

0
-
4
7
P1
0
-
1
2

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

9
:
1
7

A
M

9
:
2
2

A
M

P

4
7
-
E
O
S
P1
3
-
1
4

0
3
/
1
7
/
1
7

L
P

A

3
0

3
0

9
:
2
4

A
M

9
:
2
9

A
M

P
MA
T
E
R
I
A
L

L
A
Y
E
R
:
30

P
S
I
5
M
I
N
3
P
S
I
PR
I
M
A
R
Y
Mi
c
h
e
l
l
e

C
a
s
i
m
i
r
o
QC

N
A
M
E
:
Test Locations
Ai
r

P
r
e
s
s
u
r
e

T
e
s
t

T
i
m
e
AI
R

T
E
S
T
PR
O
J
E
C
T

N
A
M
E
:

D
a
v
i
d
s
o
n

C
o
u
n
t
y

C
&
D

C
l
o
s
u
r
e
MA
T
E
R
I
A
L

T
Y
P
E
:
PR
O
J
E
C
T

N
O
.
:

1
0
0
0
-
3
9
2
40

M
i
l

L
L
D
P
E
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DE
S
T
R
U
C
T
I
V
E

T
E
S
T

F
O
R
M
Page 1 of 1
Da
v
i
d
s
o
n

C
o
u
n
t
y

C
&
D

C
l
o
s
u
r
e
10
0
0
-
3
9
2
40

M
i
l

L
L
D
P
E
PR
I
M
A
R
Y
QC

N
A
M
E
:

M
i
c
h
e
l
l
e

C
a
s
i
m
i
r
o
Sa
m
p
l
e

S
e
a
m

T
e
c
h
Pass
I.
D
.

D
a
t
e

N
O
.

I
n
i
t
i
a
l
s
1

2

3

4

5
Fail
DS
1

3
/
1
7
/
2
0
1
7

P
1
/
P
2

L
P

W

1

9
5

9
6

9
0

9
2

9
0

9
0

9
6

9
6

9
3

9
5

1
0
0

9
3

9
7

9
6

9
0

P
a
s
s

1
9
5
'

S

P
1
-
2
DS
2

3
/
1
7
/
2
0
1
7

P
3
/
P
4

L
P

W

1

8
0

8
2

8
4

8
6

8
2

8
0

8
4

8
6

8
9

8
7

9
2

8
5

8
7

9
3

9
4
Pass

2
4
'

S

P
3
-
4
DS
3

3
/
1
7
/
2
0
1
7

P
7
/
P
8

L
P

W

1

9
0

9
2

9
0

8
6

8
4

8
2

8
0

8
6

9
3

9
1

8
9

7
9

8
5

9
0

9
1
Pass

7
5
'

S

P
7
-
8
DS
4

3
/
1
7
/
2
0
1
7

P
1
2
/
P
1
3

J
L

W

3
1

8
6

8
4

9
0

9
4

8
2

8
6

9
2

9
4

8
1

8
9

9
6

9
9

9
5

8
9

8
0

P
a
s
s

5
0
'

S

P
1
2
-
1
3
DS
5

3
/
1
7
/
2
0
1
7

P
1
1
/
P
1
2

S
S

W

1
0

8
4

8
2

9
0

9
6

9
0

8
4

8
2

7
7

8
4

7
9

7
9

8
4

8
7

7
9

8
5

P
a
s
s

1
9
'

S

P
1
1
-
1
2
Sh
e
a
r

(
p
p
i
)
44
25
%60
Fu
s
i
o
n

P
e
e
l
Ex
t
r
u
s

P
e
e
l
PR
O
J
E
C
T

N
A
M
E
:
PR
O
J
E
C
T

N
O
.
:
MA
T
E
R
I
A
L

T
Y
P
E
:
MA
T
E
R
I
A
L

L
A
Y
E
R
:
Pe
e
l

S
e
p
.
Sh
e
a
r
5
Pe
e
l

(
p
p
i
)
2

3

4
Ma
c
h
n
No
.
50
SAMPLE LOCATION
3P

/

2

S
1
Te
s
t

C
r
i
t
e
r
i
a
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
RE
P
A
I
R

F
O
R
M
Page 1 of 2
PR
O
J
E
C
T

N
A
M
E
:
P RO
J
E
C
T

N
O
.
:
MA
T
E
R
I
A
L

T
Y
P
E
:
MA
T
E
R
I
A
L

L
A
Y
E
R
:
QC

N
A
M
E
:
Re
p
a
i
r

S ea
m

/

P
a
n
e
l
Re
p
a
i
r
Re
p
a
i
r

M
a
c
h
i
n
e

R
e
p
a
i
r

R
e
p
a
i
r
Test

T
e
s
t
No
.
No
.
Da
t
e

T
e
c
h

N
o
.

T
y
p
e
*
Si
z
e
Tech

P
/
F
R1
P1
-
2
19
5
'

S
03
/
1
7
/
1
7

S
S

G
#
3

D
S
-
1
2X
5
03/17/17

J
C

P
R2
P1

@
W

B
E
R
M

/

1
4
'

W

O
F

P
2

0
3
/
1
7
/
1
7

S
S

G
#
3

B
O
O
T
3X
9
03/17/17

J
C

P
R3
P3
-
4
24
'

S
03
/
1
7
/
1
7

J
L

G
#
1

D
S
-
2
2X
6
03/17/17

J
C

P
R4
P3
-
4
-
5
TJ
03
/
1
7
/
1
7

J
L

G
#
1
P
2X
2
03/17/17

J
C

P
R5
P4
-
5
-
6
TJ
03
/
1
7
/
1
7

J
L

G
#
1
P
2X
2
03/17/17

J
C

P
R6
P4
-
6
11
'
S
03
/
1
7
/
1
7

J
L

G
#
1

B
O
O
T
4X
6
03/17/17

J
C

P
R7
P-
1

@

N

B
E
R
M
03
/
1
7
/
1
7

S
S

G
#
3

B
O
O
T
3X
4
03/17/17

J
C

P
R8
P7
-
8
75
'

S
03
/
1
7
/
1
7

J
L

G
#
1

D
S
-
3
2X
6
03/17/17

J
C

P
R9
P1
1
-
1
2
19
'

S
03
/
1
7
/
1
7

J
L

G
#
1

D
S
-
5
2X
6
03/17/17

J
C

P
R1
0
P-
1
0
-
1
1
-
1
2
TJ
03
/
1
7
/
1
7

J
L

G
#
1
P
1X
1
03/17/17

J
C

P
R1
1
P9
-
1
0
-
1
1
TJ
03
/
1
7
/
1
7

J
L

G
#
1
P
1X
1
03/17/17

J
C

P
R1
2
P-
1
2

4
7
'

S

/

1
1
'

E

O
F

P
1
0

0
3
/
1
7
/
1
7

J
L

G
#
1

B
O
O
T
3X
4
03/17/17

J
C

P
R1
3
R-
1
3

/

P
1
0
-
1
2
47
'

S

03
/
1
7
/
1
7

J
L

G
#
1
P
1X
1
03/17/17

J
C

P
R1
4
R-
1
4

/

P
1
0
-
1
2
68
'

S
03
/
1
7
/
1
7

J
L

G
#
1
P
1X
1
03/17/17

J
C

P
R1
5
P-
1
5

2
2
'

S

/

6
'

E

O
F

P
1
4

0
3
/
1
7
/
1
7

S
S

G
#
3

B
O
O
T
3X
5
03/17/17

J
C

P
R1
6
P-
1
5

2
1
'

S

/

8
'

E

O
F

P
1
4

0
3
/
1
7
/
1
7

S
S

G
#
3

B
O
O
T
3X
5
03/17/17

J
C

P
R1
7
P-
1
2

/

1
3
40
'

S
03
/
1
7
/
1
7

J
L

G
#
1
P
2X
6
03/17/17

J
C

P
R1
8
P-
1
2

/

1
3
50
'

S
03
/
1
7
/
1
7

J
L

G
#
1

D
S
-
4
2X
6
03/17/17

J
C

P
R1
9
P-
1
2

6
2
'

S

/

1
2
'

E

O
F

P
1
0

0
3
/
1
7
/
1
7

J
L

G
#
1
P
1X
1
03/17/17

J
C

P
Da
v
i
d
s
o
n

C
o
u
n
t
y

C
&
D

C
l
o
s
u
r
e
Vacuum T est Date
10
0
0
-
3
9
2
4 0
M
i
l

L
L
D
P
E
PR
I
M
A
R
Y
Mi
c
h
e
l
l
e

C
a
s
i
m
i
r
o
Lo
c
a
t
i
o
n

o
f

R
e
p
a
i
r
s
*

R
e
p
a
i
r

T
y
p
e
:

P
=
P
a
t
c
h
,

C
=
C
a
p
,

B
=
B
o
o
t
,

D
T
=
D
e
s
t
r
u
c
t

(
w
i
t
h

n
u
m
b
e
r
)
,

W
=

W
e
l
d
,

(
e
x
p
l
a
i
n

a
n
y

a
d
d
i
t
i
o
n
a
l

r
e
p
a
i
r
s
)
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net
CLIENT: SMITH + GARDNER, INC.
CLIENT PROJECT: DAVIDSON CO. LF CLOSURE
CLIENT PROJ. NO.: NA
PROJECT NO.: 2017-644-002
LAB ID NO.: 2017-644-002-001
MATERIAL: 40 MIL LLDPE
SEAM TYPE: DOUBLE FUSION
SAMPLE I.D.: DS-1
REPLICATE PEAK EPA BREAK PEEL
No. LOAD CLASSIFICATION INCURSION
(lbs/in) CODE (%)
OUTSIDE TRACK (WELD "A")
1 70.2 SE1 <10
2 69.8 SE1 <10
3 71.0 SE1 <10
4 70.3 SE1 <10
5 68.8 SE1 <10
AVERAGE 70.0
STD. DEV. 0.81
INSIDE TRACK (WELD "B")
1 68.0 SE1 <10
2 65.7 SE1 <10
3 66.7 SE1 <10
4 68.8 SE1 <10
5 64.3 SE1 <10
AVERAGE 66.7
STD. DEV. 1.79
BONDED SEAM (SHEAR) STRENGTH
REPLICATE PEAK EPA BREAK
No. LOAD CLASSIFICATION
(lbs/in) CODE
1 67.5 SE1
2 73.2 SE1
3 74.1 SE1
4 74.1 SE1
5 72.4 SE1
AVERAGE 72.3
STD. DEV. 2.75
CHECKED BY: __GEM__ DATE: _3/20/17__
C:\My Documents\EXCEL\Templates\[HDP&S-DFusion.xls]Sheet1
Z:\2016 PROJECTS\2016-600 HDR - BRICKHAVEN NO.2 MINE\[2016-600-015-011 HD 2017-644-002-001 3/20/17
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

SAMPLE I.D.: DS-2
AVERAGE 70.3
AVERAGE 67.8
BONDED SEAM (SHEAR) STRENGTH
AVERAGE 73.8
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

SAMPLE I.D.: DS-3
AVERAGE 66.9
AVERAGE 64.9
BONDED SEAM (SHEAR) STRENGTH
AVERAGE 70.5
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871

2200 Westinghouse Blvd., Suite 103 • Raleigh, NC 27604 • Phone [phone] • Fax [phone] • www.geotechnics.net

SAMPLE I.D.: DS-5
AVERAGE 60.1
AVERAGE 61.5
BONDED SEAM (SHEAR) STRENGTH
AVERAGE 68.9
PEEL ADHESION
PEEL AND SHEAR TEST RESULTS
DESTRUCTIVE SEAM TESTING
ASTM D 6392 & 4437 w/NSF 54
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
275 mil Geocomposite
Geonet Component (1)
Property Test Method Minimum Average Roll Value
Thickness, mil (mm) ASTM D5199 275 (7.0)
All information, recommendations and suggestions appearing in this literature concerning the use of our products are based upon tests and data believed to be
reliable; however, it is the user’s responsibility to determine the suitability for their own use of the products described herein. Since the actual use by others is beyond
our control, no guarantee or warranty of any kind, expressed or implied, is made by Agru /America as to the effects of such use or the results to be obtained, nor does
Agru /America assume any liability in connection herewith. Any statement made herein may not be absolutely complete since additional information may be necessary
or desirable when particular or exceptional conditions or circumstances exist or because of applicable laws or government regulations. Nothing herein is to be
construed as permission or as a recommendation to infringe any patent.
500 Garrison Road, Georgetown, South Carolina 29440 [phone] [phone] Fax: [phone]
email: [e-mail] www.agruamerica.com
© Agru America, Inc. 2.15
Peak Tensile Strength MD, lbs./ in. (N/mm) ASTM D5035/7179 65 (11.4)
Density, g/cm3 ASTM D792, Method B 0.94
Carbon Black Content (%) ASTM D4218 2 - 3
Transmissivity(2), m2/sec. (gal/min/ft)ASTM D4716 6 x 10-3 (29)
Frequency
50,000 sf
50,000 sf
50,000 sf
50,000 sf
500,000 sf

Geotextile Component(1)
Property Test Method Minimum Average Roll Value
Mass per Unit Area, oz. /sq. yd. (g/m2) ASTM D5261 6.0 (203) 8.0 (271) 10.0 (339)
Grab Tensile Strength, lbs.(N) ASTM D4632 170 (757) 220 (979) 270 (1200)
Grab Elongation, % ASTM D4632 50 50 50
Trapezoidal Tear, lbs. (N) ASTM D4533 65 (289) 95 (423) 105 (467)
CBR Puncture , lbs (N) ASTM D6241 435 (1935) 600 (2670) 725 (3230)
Permittivity(3), sec.-1 ASTM D4491 1.5 1.3 1.1
Water Flow, (3) gpm./ ft2 (l/min/m2)ASTM D4491 110 (4479) 95 (3895) 80 (3280)
AOS, U.S. Sieve max (mm)(3)ASTM D4751 70 (0.212) 80 (0.180) 100 (0.150)
Geocomposite
Property Test Method Minimum Average Roll Value
Ply Adhesion, lbs./ in. (g/cm) ASTM D7005 1 (178) 1 (178) 1 (178)
Transmissivity (2), m2/sec. (gal/min/ft)ASTM D4716 7 x 10-4 (3.4)7 x 10-4 (3.4)5 x 10-4 (2.4)
SingleASTM D4716 2 x 10-3 (9.6) 2 x 10-3 (9.6)1.5 x 10-3 (7.2)
Supply Information
Standard Roll Length(4) at Fabric Weight 6-oz 8-oz 10-oz
Double Sided 180 170 160
Single Sided 200 200 190
Notes:
(1) Component properties are prior to lamination(2) Geonet & Geocomposite . Transmissivity at 21°C, gradient of 0.1, load of 10,000psf, seat time 15 min. between steel plates.
(3) At time of manufacture. Handling may change these properties.
(4) All roll widths are 14.5 feet. All roll lengths and widths have a tolerance of ±1%
(5) UV Resistance after 500 hours for the geotextile componet exhibits 70% strength retained via ASTM D4355
Double
Frequency
100,000 sf
100,000 sf
100,000 sf
100,000 sf
500,000 sf
500,000 sf
500,000 sf
500,000 sf
Frequency
50,000 sf
500,000 sf
500,000 sf
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Cu
s
t
o
m
e
r
:

Ag
r
u

A
m
e
r
i
c
a
PO
#
:

50
0

G
a
r
r
i
s
o
n

R
o
a
d
De
s
t
i
n
a
t
i
o
n
:

Ge
o
r
g
e
t
o
w
n
,

S
C

2
9
4
4
0
do
c

#
:
ph
:

8
4
3
-
5
4
6
-
0
6
0
0
Geonet *Transmissivity Conditions:0.1 gradient 10,000 psf 15 minute seating time
GE
O
T
E
X
T
I
L
E

G
E
O
T
E
X
T
I
L
E
6 o
z

N
o
n

W
o
v
e
n

6

o
z

N
o
n

W
o
v
e
n
Co
m
p

C
o
m
p

C
o
m
p

N
e
t

N
e
t

N
e
t

N
e
t

N
e
t
AB
Re
s
i
n
Ro
l
l

#

R
o
l
l

#
Lo
t

#
ft
.

f
t
.

s
q
f
t
.

l
b
/
i
n

l
b
/
i
n

m
²
/
s
e
c

m
i
l

%

g
/
c
c

l
b
/
i
n

m
²
/
s
e
c
1 .
G1
5
E
2
3
5
3
0
8
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
6
3
7
B
11
1
1
1
1
1
6
2
4
3.
9
2

4
.
2
1
1.4
1
E

-
0
3

2
9
3

2
.
3

0
.
9
5
8

9
5
.
5

7
.
2
2
E

-
0
3
CF
E
6
1
0
8
1
2
894
2 .
G1
5
E
2
3
5
3
1
0
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
6
3
7
B
11
1
1
1
1
1
6
2
4
3.
9
2

4
.
2
1
1.4
1
E

-
0
3

2
9
3

2
.
3

0
.
9
5
8

9
5
.
5

7
.
2
2
E

-
0
3
CF
E
6
1
0
8
1
2
904
3 .
G1
5
E
2
3
5
3
1
3
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
6
3
7
B
11
1
1
1
1
1
6
2
4
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
906
4 .
G1
5
E
2
3
5
3
1
4
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
8
8
B
11
1
1
1
1
1
5
9
8
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
904
5 .
G1
5
E
2
3
5
3
1
6
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
8
8
B
11
1
1
1
1
1
5
9
8
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
904
6 .
G1
5
E
2
3
5
3
1
7
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
8
8
B
11
1
1
1
1
1
5
9
8
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
908
7 .
G1
5
E
2
3
5
3
1
8
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
8
8
B
11
1
1
1
1
1
5
9
8
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
912
8 .
G1
5
E
2
3
5
3
1
9
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
9
0
B
11
1
1
1
1
1
5
9
9
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
912
9 .
G1
5
E
2
3
5
3
2
0
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
9
0
B
11
1
1
1
1
1
5
9
9
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
906
10

.
G1
5
E
2
3
5
3
2
1
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
9
0
B
11
1
1
1
1
1
5
9
9
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
900
11

.
G1
5
E
2
3
5
3
2
3
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
9
0
B
11
1
1
1
1
1
5
9
9
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
916
12

.
G1
5
E
2
3
5
3
2
4
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
9
2
B
11
1
1
1
1
1
6
3
6
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
906
13

.
G1
5
E
2
3
5
3
2
6
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
9
2
B
11
1
1
1
1
1
6
3
6
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
936
14

.
G1
5
E
2
3
5
3
2
7
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
9
2
B
11
1
1
1
1
1
6
3
6
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
912
15

.
G1
5
E
2
3
5
3
2
8
14
.
5

1
8
0

2
6
1
0

A
11
1
1
1
1
1
5
9
2
B
11
1
1
1
1
1
6
3
6
3.
9
3

3
.
1
7
1.8
3
E

-
0
3

2
8
6

2
.
3

0
.
9
5
9

9
4
.
1

9
.
0
5
E

-
0
3
CF
E
6
1
0
8
1
2
904
AS
T
M

D
4
7
1
6

*T
r
a
n
s
m
i
s
i
v
i
t
y
S
I
D
E
S
I
D
E
AS
T
M

D7
0
0
5

Pl
y

B
AS
T
M

D
4
7
1
6

*T
r
a
n
s
m
i
s
i
v
i
t
y
AS
T
M

D5
1
9
9

Th
i
c
k
n
e
s
s
AS
T
M

D4
2
1
8

Ca
r
b
o
n
AS
T
M

D7
9
2

De
n
s
i
t
y
AS
T
M

D5
0
3
5

Te
n
s
i
l
e
6-
2
7
5
-
6
15

m
i
n
u
t
e

s
e
a
t
i
n
g

t
i
m
e
Weight
Ro
l
l

#
Wi
d
t
h

L
e
n
g
t
h
Ar
e
a
AS
T
M

D7
0
0
5

Pl
y

A
35
9
2
7
Qu
a
l
i
t
y

C
o
n
t
r
o
l

M
a
n
a
g
e
r
Ag
r
u

A
m
e
r
i
c
a

c
e
r
t
i
f
i
e
s

t
h
e

f
o
l
l
o
w
i
n
g

r
e
s
u
l
t
s

f
o
r

t
h
e

a
b
o
v
e

p
r
o
j
e
c
t

G
e
o
c
o
m
p
o
s
i
t
e
*T
r
a
n
s
m
i
s
s
i
v
i
t
y

C
o
n
d
i
t
i
o
n
s
:
GE
O
C
O
M
P
O
S
I
T
E
Re
f
l
e
c
t
s

C
o
n
f
o
r
m
a
n
c
e

S
a
m
p
l
e
0.
1

g
r
a
d
i
e
n
t
DO
U
B
L
E

S
I
D
E
D

C
O
M
P
O
S
I
T
E
10
,
0
0
0

p
s
f
Ge
o
c
o
m
p
o
s
i
t
e

Q
u
a
l
i
t
y

C
e
r
t
i
f
i
c
a
t
i
o
n
NA
T
I
O
N
A
L

L
I
N
I
N
G

S
Y
S
T
E
M
S
,

I
N
C
.
54
9
1

D
A
V
I
D
S
O
N

C
O

L
F

-

J
R

L
Y
N
C
H
Re p ort Date
LE
X
I
N
G
T
O
N

N
C
Ma
r
i
a

C
o
f
f
e
y
2/28/2017
Pa
g
e

1
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
AG
R
U

A
M
E
R
I
C
A

A
N
D
R
E
W
S

P
L
A
N
T
18
1

H
w
y

5
2
1
5/
2
6
/
2
0
1
5
An
d
r
e
w
s
,

S
C

2
9
5
1
0
AS
T
M
D5
2
6
1
D4
7
5
1

D
6
2
4
1

D
4
3
5
5
Met
h
o
d

A
v
e
r
a
g
e

W
e
i
g
h
t
Av
e
r
a
g
e

G
r
a
b

Ten
s
i
l
e
(
M
D
)
Av
e
r
a
g
e

G
r
a
b

Ten
s
i
l
e
(
C
D
)
Av
e
r
a
g
e

E
l
o
n
g
a
t
i
o
n

(
M
D
)

A
v
e
r
a
g
e

E
l
o
n
g
a
t
i
o
n

(
C
D
)
Av
e
r
a
g
e

T
r
a
p

Tea
r

(
M
D
)
Av
e
r
a
g
e

T
R
A
P

Tea
r

(
C
D
)
Wa
t
e
r

F
l
o
w

Ra
t
e

Pe
r
m
e
a
b
.

P
e
r
m
i
t
i
v
.

Ap
p
a
r
e
n
t

Ope
n
i
n
g

S
i
z
e

Av
e
r
a
g
e

C
B
R
UV

R
e
s
i
s
t

%

Re
t
a
i
n
e
d

@

5
0
0

hrs

Roll Length
Un
i
t
s

o
z

/

y
d
2
Lbs
Lbs
%
%
Lbs
Lbs

g
p
m

/

f
t
2
cm

/

s
e
c

s
e
c
-1
sie
v
e
Un
i
t
s
:

L
b
s

*

%

r
e
t
.

y
d
s
Ro
l
l

N
u
m
b
e
r
11
1
1
1
1
1
5
7
1
6.5
9
17
5
.
0
0
22
5
.
0
0
82
84
12
1
.
0
0

1
4
3
.
0
0

1
3
1
.
0
0

.
4
3
1.7
8
70
55
1
70
360
11
1
1
1
1
1
5
7
2
6.5
9
17
5
.
0
0
22
5
.
0
0
82
84
12
1
.
0
0

1
4
3
.
0
0

1
3
1
.
0
0

.
4
3
1.7
8
70
55
1
70
360
11
1
1
1
1
1
5
7
3
6.4
0
17
4
.
0
0
19
5
.
0
0
78
25
10
0
.
0
0

1
1
5
.
0
0

1
3
5
.
0
0

.
4
2
1.8
3
70
55
1
70
360
11
1
1
1
1
1
5
7
4
6.4
0
17
4
.
0
0
19
5
.
0
0
78
25
10
0
.
0
0

1
1
5
.
0
0

1
3
5
.
0
0

.
4
2
1.8
3
70
55
1
70
360
11
1
1
1
1
1
5
7
5
6.4
0
17
4
.
0
0
19
5
.
0
0
78
25
10
0
.
0
0

1
1
5
.
0
0

1
3
5
.
0
0

.
4
2
1.8
3
70
55
1
70
360
11
1
1
1
1
1
5
7
6
6.4
0
17
4
.
0
0
19
5
.
0
0
78
25
10
0
.
0
0

1
1
5
.
0
0

1
3
5
.
0
0

.
4
2
1.8
3
70
55
1
70
360
11
1
1
1
1
1
5
7
7
6.6
5
18
0
.
0
0
20
1
.
0
0
79
86
74
.
0
0
12
2
.
0
0

1
5
0
.
0
0

.
4
9
2.0
4
70
551
70
360
11
1
1
1
1
1
5
7
8
6.6
5
18
0
.
0
0
20
1
.
0
0
79
86
74
.
0
0
12
2
.
0
0

1
5
0
.
0
0

.
4
9
2.0
4
70
55
1
70
360
11
1
1
1
1
1
5
7
9
6.6
5
18
0
.
0
0
20
1
.
0
0
79
86
74
.
0
0
12
2
.
0
0

1
5
0
.
0
0

.
4
9
2.0
4
70
55
1
70
360
11
1
1
1
1
1
5
8
0
6.6
5
18
0
.
0
0
20
1
.
0
0
79
86
74
.
0
0
12
2
.
0
0

1
5
0
.
0
0

.
4
9
2.0
4
70
551
70
360
11
1
1
1
1
1
5
8
1
6.6
5
17
4
.
0
0
19
1
.
0
0
80
91
94
.
0
0
12
3
.
0
0

1
3
8
.
0
0

.
4
2
1.8
7
70
55
1
70
360
11
1
1
1
1
1
5
8
2
6.7
1
17
4
.
0
0
19
1
.
0
0
80
94
94
.
0
0
12
3
.
0
0

1
3
8
.
0
0

.
4
2
1.8
7
70
55
1
70
360
11
1
1
1
1
1
5
8
3
6.7
1
17
4
.
0
0
19
1
.
0
0
80
94
94
.
0
0
12
3
.
0
0

1
3
8
.
0
0

.
4
2
1.8
7
70
551
70
360
11
1
1
1
1
1
5
8
4
6.7
1
17
4
.
0
0
19
1
.
0
0
80
94
94
.
0
0
12
3
.
0
0

1
3
8
.
0
0

.
4
2
1.8
7
70
551
70
360
11
1
1
1
1
1
5
8
5
6.3
5
18
4
.
0
0
23
6
.
0
0
84
90
81
.
0
0
10
7
.
0
0

1
3
4
.
0
0

.
4
2
1.8
2
70
551
70
360
11
1
1
1
1
1
5
8
6
6.3
5
18
4
.
0
0
23
6
.
0
0
84
90
81
.
0
0
10
7
.
0
0

1
3
4
.
0
0

.
4
2
1.8
2
70
551
70
360
11
1
1
1
1
1
5
8
7
6.3
5
18
4
.
0
0
23
6
.
0
0
84
90
81
.
0
0
10
7
.
0
0

1
3
4
.
0
0

.
4
2
1.8
2
70
551
70
360
11
1
1
1
1
1
5
8
8
6.3
5
18
4
.
0
0
23
6
.
0
0
84
90
81
.
0
0
107
.
0
0

1
3
4
.
0
0

.
4
2
1.8
2
70
551
70
360
11
1
1
1
1
1
5
8
9
6.3
9
18
2
.
0
0
20
5
.
0
0
76
82
92
.
0
0
118
.
0
0

1
2
5
.
0
0

.
3
9
1.7
0
70
611
70
360
11
1
1
1
1
1
5
9
0
6.3
9
18
2
.
0
0
20
5
.
0
0
76
82
92
.
0
0
118
.
0
0

1
2
5
.
0
0

.
3
9
1.7
0
70
611
70
360
11
1
1
1
1
1
5
9
1
6.3
9
18
2
.
0
0
20
5
.
0
0
76
82
92
.
0
0
118
.
0
0

1
2
5
.
0
0

.
3
9
1.7
0
70
611
70
360
11
1
1
1
1
1
5
9
2
6.3
9
18
2
.
0
0
20
5
.
0
0
76
82
92.
0
0
118
.
0
0

1
2
5
.
0
0

.
3
9
1.7
0
70
611
70
360
11
1
1
1
1
1
5
9
3
6.8
0
18
1
.
0
0
23
1
.
0
0
81
86
99.
0
0
116
.
0
0

1
2
3
.
0
0

.
4
2
1.6
7
70
611
70
360
11
1
1
1
1
1
5
9
4
6.8
0
18
1
.
0
0
23
1
.
0
0
81
86
99.
0
0
116
.
0
0

1
2
3
.
0
0

.
4
2
1.6
7
70
611
70
360
11
1
1
1
1
1
5
9
5
6.8
0
18
1
.
0
0
23
1
.
0
0
81
86
99.
0
0
116
.
0
0

1
2
3
.
0
0

.
4
2
1.6
7
70
611
70
360
11
1
1
1
1
1
5
9
6
6.8
0
18
1
.
0
0
23
1
.
0
0
81
86
99.
0
0
116
.
0
0

1
2
3
.
0
0

.
4
2
1.6
7
70
611
70
360
11
1
1
1
1
1
5
9
7
6.9
5
17
9
.
0
0
21
0
.
0
0
74
85
95.
0
0
104
.
0
0

1
3
6
.
0
0

.
4
1
1.8
5
70
611
70
360
11
1
1
1
1
1
5
9
8
6.9
1
17
9
.
0
0
21
0
.
0
0
74
85
95.
0
0
104
.
0
0

1
3
6
.
0
0

.
4
1
1.8
5
70
611
70
360
11
1
1
1
1
1
5
9
9
6.9
1
17
9
.
0
0
21
0
.
0
0
74
85
95.
0
0
104
.
0
0

1
3
6
.
0
0

.
4
1
1.8
5
70
611
70
360
11
1
1
1
1
1
6
0
0
6.9
1
17
9
.
0
0
21
0
.
0
0
74
85
95.
0
0
104
.
0
0

1
3
6
.
0
0

.
4
1
1.8
5
70
611
70
360
11
1
1
1
1
1
6
0
1
6.8
7
18
2
.
0
0
20
9
.
0
0
77
84
85.
0
0
121
.
0
0

1
3
6
.
0
0

.
4
0
1.8
5
70
611
70
360
11
1
1
1
1
1
6
0
2
6.8
7
18
2
.
0
0
20
9
.
0
0
77
84
85.
0
0
121
.
0
0

1
3
6
.
0
0

.
4
0
1.8
5
70
611
70
360
11
1
1
1
1
1
6
0
3
6.8
7
18
2
.
0
0
20
9
.
0
0
77
84
85.
0
0
121
.
0
0

1
3
6
.
0
0

.
4
0
1.8
5
70
611
70
360
11
1
1
1
1
1
6
0
4
6.8
7
18
2
.
0
0
20
9
.
0
0
77
84
85.
0
0
121
.
0
0

1
3
6
.
0
0

.
4
0
1.8
5
70
611
70
360
11
1
1
1
1
1
6
0
5
6.6
9
18
2
.
0
0
21
0
.
0
0
81
91
89.
0
0
121
.
0
0

1
3
9
.
0
0

.
4
4
1.8
9
70
611
70
360
11
1
1
1
1
1
6
0
6
6.6
9
18
2
.
0
0
21
0
.
0
0
81
91
89.
0
0
121
.
0
0

1
3
9
.
0
0

.
4
4
1.8
9
70
611
70
360
11
1
1
1
1
1
6
0
7
6.6
9
18
2
.
0
0
21
0
.
0
0
81
91
89.
0
0
121
.
0
0

1
3
9
.
0
0

.
4
4
1.8
9
70
611
70
360
11
1
1
1
1
1
6
0
8
6.6
9
18
2
.
0
0
21
0
.
0
0
81
91
89.
0
0
121
.
0
0

1
3
9
.
0
0

.
4
4
1.8
9
70
611
70
360
11
1
1
1
1
1
6
0
9
6.9
1
18
5
.
0
0
238
.
0
0
81
91
99.
0
0
126
.
0
0

1
1
4
.
0
0

.
3
6
1.5
5
70
611
70
360
11
1
1
1
1
1
6
1
0
6.9
1
18
5
.
0
0
238
.
0
0
81
91
99.
0
0
126
.
0
0

1
1
4
.
0
0

.
3
6
1.5
5
70
611
70
360
11
1
1
1
1
1
6
1
1
6.9
1
18
5
.
0
0
238
.
0
0
81
91
99.
0
0
126
.
0
0

1
1
4
.
0
0

.
3
6
1.5
5
70
611
70
360
11
1
1
1
1
1
6
1
2
6.9
1
18
5
.
0
0
238
.
0
0
81
91
99.
0
0
126
.
0
0

1
1
4
.
0
0

.
3
6
1.5
5
70
611
70
360
11
1
1
1
1
1
6
1
3
6.5
7
190
.
0
0
201
.
0
0
84
90
91.
0
0
122
.
0
0

1
3
3
.
0
0

.
4
3
1.8
0
70
611
70
360
11
1
1
1
1
1
6
1
4
6.5
7
190
.
0
0
201
.
0
0
84
90
91.
0
0
122
.
0
0

1
3
3
.
0
0

.
4
3
1.8
0
70
611
70
360
11
1
1
1
1
1
6
1
5
6.5
7
190
.
0
0
201
.
0
0
84
90
91.
0
0
122
.
0
0

1
3
3
.
0
0

.
4
3
1.8
0
70
611
70
360
11
1
1
1
1
1
6
1
6
6.5
7
190
.
0
0
201
.
0
0
84
90
91.
0
0
122
.
0
0

1
3
3
.
0
0

.
4
3
1.8
0
70
611
70
360
11
1
1
1
1
1
6
1
8
6.7
0
173
.
0
0
219
.
0
0
78
90
75.
0
0
118
.
0
0

1
2
7
.
0
0

.
4
3
1.7
2
70
593
70
360
11
1
1
1
1
1
6
1
9
6.7
0
173
.
0
0
219
.
0
0
78
90
75.
0
0
118
.
0
0

1
2
7
.
0
0

.
4
3
1.7
2
70
593
70
360
11
1
1
1
1
1
6
2
0
6.7
0
173
.
0
0
219
.
0
0
78
90
75.
0
0
118
.
0
0

1
2
7
.
0
0

.
4
3
1.7
2
70
593
70
360
11
1
1
1
1
1
6
2
1
6.7
0
173
.
0
0
219
.
0
0
78
90
75.
0
0
118
.
0
0

1
2
7
.
0
0

.
4
3
1.7
2
70
593
70
360
11
1
1
1
1
1
6
2
2
6.5
2
182
.
0
0
215
.
0
0
83
91
91.
0
0
115
.
0
0

1
2
7
.
0
0

.
4
4
1.7
2
70
593
70
360
D4
4
9
1
D4
5
3
3
D4
6
3
2
P RO
D
U
C
T

/

S
T
Y
L
E

N
A
M
E
:

DA
T
E
:

MA
R
V

6
O
Z

C
O
M
P
O
N
E
N
T

F
O
R

C
O
M
P
O
S
I
T
E
1 of 2
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
*
U
V

t
e
s
t

r
e
s
u
l
t
s

a
r
e

b
a
s
e
d

o
n

t
e
s
t

p
e
r
f
o
r
m
e
d
at

T
R
I

E
n
v
i
r
o
n
m
e
n
t
a
l

L
a
b
o
r
a
t
o
r
y

o
n

s
i
m
i
l
a
r
we
i
g
h
t

p
r
o
d
u
c
t
s

w
i
t
h

t
h
e

s
a
m
e

r
a
w

m
a
t
e
r
i
a
l
co
m
p
o
n
e
n
t
s

p
e
r

A
S
T
M

D
-
4
3
5
5
Do
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
Project Name: Davidson County C&D Landfill ClosureProject Number: Davco-16-12
Contractor: J.R. Lynch and Sons Storage Area: Adjacent to C&DLF
Geosynthetics Installer: National Liner System Inventory Monitor(s): BSH
Geosynthetic Material Type: Drainage Geocomposite
Geosynthetic Product Identification: Agru/America 275-2-6
MQC CQA
Roll No. Batch/Lot No. Length Width Information? Conformance Remarks(Feet) (Feet) Sample No.
G15E235308 CFE610812 180 14.5 Yes L17042-02-01 Pass
G15E235310 CFE610812 180 14.5 Yes
G15E235313 CFE610812 180 14.5 Yes
G15E235314 CFE610812 180 14.5 Yes
G15E235316 CFE610812 180 14.5 Yes
G15E235317 CFE610812 180 14.5 Yes
G15E235318 CFE610812 180 14.5 YesG15E235319 CFE610812 180 14.5 Yes
G15E235320 CFE610812 180 14.5 Yes
G15E235321 CFE610812 180 14.5 Yes
G15E235323 CFE610812 180 14.5 Yes
G15E235324 CFE610812 180 14.5 Yes
G15E235326 CFE610812 180 14.5 Yes
G15E235327 CFE610812 180 14.5 YesG15E235328 CFE610812 180 14.5 Yes
Totals:
Total Rolls: 15
Total Lots: 1
Total SF: 39,150
GEOSYNTHETICS INVENTORY LOG
DRAINAGE GEOCOMPOSITE
Material Material Dimensions
Drainage Geocomposite
Page 1 of 1 DC C&DLF Closure GS Inventory Log 2017-03-20.xls
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
D
o
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
D
o
c
u
S
i
g
n

E
n
v
e
l
o
p
e

I
D
:

A
8
4
A
A
0
3
C
-
8
3
D
4
-
4
4
8
2
-
9
7
4
6
-
1
D
1
1
3
E
4
1
3
8
7
1
Appendix I
Record Drawings

Construction Quality Assurance Report
Davidson County C&D Landfill Closure
Lexington, North Carolina
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871
DocuSign Envelope ID: A84AA03C-83D4-4482-9746-1D113E413871