WQ0016247_More Information (Received)_20200717

APPLICATION MAP
LEGEND
APPLICATION AREA
UNSUITABLE AREA
— — — — — — PRIVATE ROAD
W
O
WATER
— STREAM
ONSITE HOUSE
— DRAIN
OFFSITE HOUSE
- -X X FENCE
OUTBUILDING
PROPERTY LINE
0' SOIL BORING 0 WELL
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
GRAPHIC SCALE
1 " = 660'
660' 0 660'
N C- I R-20
Field 4

APPLICATION MAP
z.
LEGEND
APPLICATION AREA
- — — — — - PRIVATE ROAD O
— - - — STREAM
— - — DRAIN .
X X M FENCE
PROPERTY LINE
0
s
�KF,A
ty
r }Ty K f s
• S �
UNSUITABLE AREA
WATER
ONSITE HOUSE
OFFSITE HOUSE
OUTBUILDING
WELL
SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
GRAPHIC SCALE
660' 0 660'
� 6
NC-AL-13
Field 6

APPLICATION MAP
® REDMON RD
El
A7
F- S
� ac .
r
p0
O �
LEGEND
APPLICATION AREA
UNSUITABLE AREA
— —
PRIVATE ROAD
W
O
WATER
— — — —
STREAM
.
ONSITE HOUSE
—
DRAIN
OFFSITE HOUSE
--
FENCE
OUTBUILDING
PROPERTY LINE
0
WELL
SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
GRAPHIC SCALE
1 " = 660'
660' 0 660'
NC-RA-05
Fields 1-2

AF'I='I-.IC,A TION MAP
LEGEND
APPLICATION AREA
- — — — — - PRIVATE ROAD O
- -- - - — STREAM
— - — DRAIN .
X x X FENCE
PROPERTY LINE (�
UNSUITABLE AREA
WATER
ONSITE HOUSE
OFFSITE HOUSE
OUTBUILDING
WELL
SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever Is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
GRAPHIC SCALE
660' 0 660'
NC-AL-13
Fields 4-5

APPLICATION MAP
z.
LEGEND
APPLICATION AREA
- — — — — - PRIVATE ROAD O
— - - — STREAM
— - — DRAIN .
X X M FENCE
PROPERTY LINE
0
s
�KF,A
ty
r }Ty K f s
• S �
UNSUITABLE AREA
WATER
ONSITE HOUSE
OFFSITE HOUSE
OUTBUILDING
WELL
SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
GRAPHIC SCALE
660' 0 660'
� 6
NC-AL-13
Field 6

SOIL SURVEY
GRAPHIC SCALE
ssoo sso
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C-AL-13
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundaryand the perimeter of the residuals application area. All
locations are approximate. Fields 4.5

SOIL SURVEY
GRAPHIC SCALE
ssoo sso
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-AL-13
9 Am
■lrJnF0

TOPOGRAPHIC MAP
GRAPHIC SCALE
1"=660'
ssoo sso
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C-AL' 13
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Field 6

TOPOGRAPHIC MAP
cPR % --
�ti
GRAPHIC SCALE
800' 0 800'
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C'AL-1 3
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Fields 4-5

VICINITY MAP
GRAPHIC SCALE
4,000, 0 4,000'
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-AL-13
Fields 4-6

APPLICATION AREA
- — — — — - PRIVATE ROAD
— - - — STREAM
- — DRAIN
X x X FENCE
PROPERTY LINE
APPLICATION MAP
UNSUITABLE AREA
O WATER
® ONSITE HOUSE
. OFFSITE HOUSE
OUTBUILDING
(� WELL
SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the properly boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
t,
GRAPHIC SCALE
sso o sso'

SOIL SURVEY
GRAPHIC SCALE
ssoo sso
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C-AL-15
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Fields 1.3

r,
TOPOGRAPHIC MAP
L�
}'JON C.Jmf. .
GRAPHIC SCALE
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
i
NC-AL-15
Fields 1-3

VICINITY MAP
\� U le
IF— IF
mi
U
y t
C'IF
lJ o
k IF
IL C
/ t
Fj
v _de
AP I
aF
\ IC
IF
IF
IF
C - L
�( -IF
-
' r
mil/ 1 IF IF IF
GRAPHIC SCALE
a,000, o 41000'
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
Fields 1-3

APPLICATION MAP
dm
r, r
P'
i rnrnin
APPLICATION AREA � UNSUITABLE AREA
— — — — — — PRIVATE ROAD O WATER
— — — — STREAM ONSITE HOUSE GRAPHIC SCALE
— — DRAIN . OFFSITE HOUSE 1" = 660'
sso' o sao'
X X X FENCE OUTBUILDING
PROPERTY LINE ( WELL
Q SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-AL-16
Field 1

SOIL SURVEY
Q
Z
Un
GRAPHIC SCALE
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C-AL-1 6
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Field 1

TOPOGRAPHIC MAP
GRAPHIC SCALE
1"=800'
800' e 800'
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C-AL-16
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. I Field 1

® VICINITY MAP
I(- d,I
V Cr L J r11
lIV
„ ✓ohs �! )1to
.- C"._ `V
Q 'IV do
o r,Ad V
�_ _i•— �,'��J
ZI
riV
C 3 ' twl �7
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or
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too
dj
V do
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P��
—� do
-_
do
do I
It
VV
Ir
r
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IV
IV
cli
ded
/ IL IVIVIVIVI do rVVII:Z
do
OP
/
k
_� I 'S
L (� 1:^ -- 1.
GRAPHIC SCALE
a,a00, 0 41000'
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C'AL-1 6
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance houndary and the perimeter of the residuals application area. All
locations are approximate. Field 1

APPLICATION MAP
LEGEND
APPLICATION AREA
— — — — — — PRNATE ROAD
- - —
STREAM
— — DRAIN
-,r x X FENCE
PROPERTY LINE
O
0
UNSUITABLE AREA
WATER
ONSITE HOUSE GRAPHIC SCALE
OFFSITE HOUSE
sso, o ssa
OUTBUILDING
WELL
SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-CD-03
Fields 2-3

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FaC2 WOB
t
I B
FaC2 ALI WOt• 1
w won
llwF
HwF
NwF'
WaC yr �. LL�}
ma it
1 ..
�r_1 At
.��. .Wo6..FmC
- 2:
it PI I
AL "
woc
r.,, FeC2

APPLICATION MAP
I�YV y\I�l
APPLICATION AREA � UNSUITABLE AREA
-- n� PRIVATE ROAD �W WATER
— - - — STREAM ONSITE HOUSE GRAPHIC SCALE
— - — DRAIN . OFFSITE HOUSE 1" = 660'
sso, o eso'
x FENCE OUTBUILDING
PROPERTY LINE WELL
SOIL BORING
The compliance boundary is established either 250 it from the residuals application area or 50 feet within N C—C D-03
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Fields &7

■1f�
iFTZ
00*
TaB2
t.Fnnz f/
�- ,� I
FaB2
FaD2
FaD2
WoC �+♦- ..1 ; r444 it
�-FdD2r.
y AT

N
a
z
ul
APPLICATION MAP
I 1=r_�nln
APPLICATION AREA � UNSUITABLE AREA
— — — — — — PRIVATE ROAD OW WATER
— — — — STREAM ONSITE HOUSE
— — DRAIN . OFFSITE HOUSE GRAPHIC SCALE
1"=660'
X x X FENCE OUTBUILDING
sso' o sso'
PROPERTY LINE WELL
(� SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-CD=03
Field 9

0
Q
Z
Ul
SOIL SURVEY
GRAPHIC SCALE
sso o sso
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-CD-03
Fields 9

5I)
TOPOGRAPHIC MAP
^r
I (mv
rz
17
t 'moo r 0
All
GRAPHIC SCALE
1 1,000'
11000, 0 11000,
rr rr
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C=C D m03
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Fields 2.3, 10

TOPOGRAPHIC MAP
GRAPHIC SCALE
aooo aoo
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C-C D-03
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Field 9

TOPOGRAPHIC MAP
IX
Q
Z
Ln
GRAPHIC SCALE
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C-CD-03
in the property Boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Field 9

VICINITY MAP
,�.
�%L ALL
Lt
Of
�.r Fter,
/
%
it
LL,f l r U' ti
a. IL
It 5
LJ
c
p
M1
^�
IF
JAL k
v,
eL
41,
-
-� _
4 v�
GRAPHIC SCALE
a,000• o a,000
rr
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review houndary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-CD-03
Fields 2-3,6,7,9,10

APPLICATION MAP
APPLICATION AREA � UNSUITABLE AREA
— PRIVATE ROAD OW WATER
— — — — STREAM ONSITE HOUSE GRAPHIC SCALE
— — — DRAIN ■ OFFSITE HOUSE 1" = 660'
x FENCE OUTBUILDING eso, o 660'
PROPERTY LINE WELL
SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-IR-36
Fields 1-2

APPLICATION MAP
LEGEND
AnAPPLICATION AREA M UNSUITABLE AREA
AMA
PRIVATE ROAD OW WATER
STREAM ONSITE HOUSE GRAPHIC SCALE
- - DRAIN . OFFSITE HOUSE 1" = 660'
sso' o sso'
x FENCE OUTBUILDING
PROPERTY LINE WELL
Q SOIL BORING
The compliance boundary is established either 250 Arom the residuals application area or 50 feet within
in the properly boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
N C-I R-36
Fields 3-4

APPLICATION MAP
Ov
Q
z
V)
I C!'CAlrl
APPLICATION AREA � UNSUITABLE AREA
— — — — — — PRIVATE ROAD OW WATER
— — — — STREAM ONSITE HOUSE
— — — DRAIN ■ OFFSITE HOUSE GRAPHIC SCALE
1" = 660'
x X FENCE OUTBUILDING
sso' a sso
PROPERTY LINE WELL
0 SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-IR-36
Field 5

SOIL SURVEY
ry
Q
Z
GRAPHIC SCALE
ssoo sso
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC -I R-36
Fields 1-2

SOIL SURVEY
ry
Q
Z
GRAPHIC SCALE
The compliance boundary is established either 250 (t from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
Fields 3-4

TOPOGRAPHIC MAP
/// JfVl L>' 4
GRAPHIC SCALE
sooo aoo
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-IR-36
Fields 1-2

®
TOPOGRAPHIC MAP
L Far
, /f
Ln
Ll
` IF �
11
\ 0gaff
If
�. Q
,L
If
Y'1 �.i
I . ~ J • �j ���-
VO
/�
I
OJIF
/
{
GRAPHIC SCALE
1"=1,000,
11000, 0 15000,
The
compliance boundary is established either 250 ft from the residuals application area or 50 feet within
N C- I R-36
in the
property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
Fields
3-5

0
Q
Z
Ul
VICINITY MAP
GRAPHIC SCALE
a,000o a,000
rr rr
The compliance boundary is established either 250 fl from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-IR-36
Fields 1-5

Z
Ul
PPLIO,ATION MAP
I t=rt=nln
APPLICATION AREA � UNSUITABLE AREA
— — — — — — PRIVATE ROAD WATER GRAPHIC SCALE
- - - - STREAM . 1" = 660'
ONSITE HOUSE
— — DRAIN 669 0 660
OFFSITE HOUSE
X X X— FENCE
OUTBUILDING
PROPERTY LINE
WELL
SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C—RA-05
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Fields 1-2

LEGENDMIMI
- - - - - - PRIVATE ROAD
- - - STREAM
- - - DRAIN
x�X FENCE
PROPERTY LINE
i 1•
UNSUITABLE AREA
O WATER GRAPHIC SCALE
. ONSITE HOUSE 1" = 660'
660' 0 660'
. OFFSITE HOUSE " .m
OUTBUILDING
WELL
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance
boundaI and the perimeter of the residuals application area. All
locations are approximate.
NC-RA-05
Fields 2-3

EnC.
r if t /
MuC2 f fESC
Eac
MaD2
2� DeD - �I
WIiB
WaA
DoB

TOPOGRAPHIC MAP
�7 1
!1
�1748 � •- !! '�' '1 -
all
1
1 ( ,t
all
,!aal
L)
4.
V�
"
FF
all
Nab
alas
o_� \,
--� - t -row
2 `
--. ".
/ .all
GRAPHIC SCALE
1"=1,000'
1,000' 0 11000,
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N & RA-05
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Fields 1.3

VICINITY MAP
GRAPHIC SCALE
4,000' 0 4,D00'
rr rr '
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C- RA-05
in the property boundary, whichever is closest to the application area. The review boundary is estahlishetl
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Fields 1.3

APPLICATION MAP
LEGEND
APPLICATION AREA
PRIVATE ROAD
— - - —
STREAM
— — — DRAIN
X x FENCE
PROPERTY LINE
O
❑{
0
UNSUITABLE AREA
WATER
ONSITE HOUSE
OFFSITE HOUSE
OUTBUILDING
WELL
SOIL BORING
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
GRAPHIC SCALE
ssc' s sso'
NC-RA-53
Fields 1-2

Pbc Po6
0
ChA
z
1;�7
PrE a

TOPOGRAPHIC MAP
GRAPHIC SCALE
1,000' 0 1,000'
rr �r
The compliance boundary is established either 250 ft from the residuals application area or 5o feet within N C-RA-53
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundaryand the perimeter of the residuals application area. All
locations are approximate. Fields 1.2

® VICINITY MAP
;t
-=
IV
r�
YI _r If
GRAPHIC SCALE
a,000, 0 41000'
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within N C-RA-53
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate. Fields ii

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources LAND APPLICATION SITE CERTIFICATION
INSTRUCTIONS FOR FORM: LASC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of receiving sites for land application of Class B residuals (may include
water treatment plant or other type residuals) in accordance with 15A NCAC 02T .1100. Do not submit this certification for review
without a corresponding application form (FORM: RLAP 06-16 or FORM: SDR 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documcntation listed
below.
A. Land Application Site Certification (FORM: LASC 06-16):
® Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please
do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments
to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ For new or renewed permits, submit the requested information for all land application sites.
® For modified permits, submit the requested information for only those sites that are new, transferred or affected by the
proposed modification.
B. Land Application Site Information:
® The status of the land application site with respect to this residuals land application program must be provided in table I. The
status categories and their corresponding codes are as follows:
♦ New (N) ♦ Renewed (R) ♦ Modified (M) ♦ Transferred (T) ♦ Deleted (D)
® Attach the following in accordance with each status code:
Status Code
Required Item
N
R
T
M
✓
County Board
Notification.doc
+'
I
.
Land Owner
Agreement
(If applicable)
I A
I'
V
V/
V/
V/
Setback Waiver
Agreement
An updated vicinity/setback map in accordance with the "Map Guidance
for Residuals Land Application Permits"
✓
✓
✓
A soils and agronomic evaluation in accordance with the "Soil Scientist
Evaluation Policy"
✓
INSTRUCTIONS FOR FORM: LASC 06-16 Page 1 of 3

An updated accounting of the land application site's cumulative
pollutant loading rates (CPLRs)
Required Item
Status Code
N7
R
T
M
For previously permitted sites without a soil series name indicated in the
Attachment B, submit County Soil Survey Map (or equivalent) clearly
✓
indicate the location of the land application site and in accordance with
the soil map requirements in the "Soil Scientist Evaluation Policy"
Acknowledgement of field transfer from Land Owner (Fields may not
be permitted to multiple Permittees over the same time period)
* This item may be required for land application site with a status code "M", please contact the Division if you need assistant in
determining attachment requirements.
® Crop Type should include the most likely crop types for the life of the permit (five years).
® Predominant Soils Series Name must be either the name of the soil indicated in Attachment `B" of the existing permit, or
name of the soil series as provided by the licensed soil scientist.
® Predominant Soil Mapping Unit or Representative Slope: Either the Soil Mapping Unit or the representative slope of each
site must be provided. The predominant soil -mapping unit must be consistent with the predominant soil series name. Please
note that the soil mapping units are variable between Counties, so care should be taken in properly identifying the correct
mapping unit. If a representative slope is provided, it must be determined accordingly:
® For sites previously permitted for use, but do not have an established soil mapping unit (the mapping unit provides
information on both the soil series name and the slope of the soil), the Applicant may determine the representative slope
by using the average slope provided in the County Soil Survey (or equivalent). A soil type with a slope range of 4 - 8%
would have a representative slope of 6%.
® New Sites to be permitted must have slopes determined as part of the soils report prepared by a licensed soil scientist.
® Acceptable methods for determining location coordinates (i.e., latitude and longitude) and their corresponding codes are as
follows:
• Address Matching (ADD)
• Aerial Photography with Ground Control (AER)
• Cadastral Survey (SUR)
• Conversion from Coordinate Plane (CP)
• Conversion from Township -Section -Range (TSR)
• Conversion from Universal Trans Merc (UTM)
• Map Interpretation by Digital or Manual Extraction (MAP)
• Digital or Raw Photo Extraction (EXT)
• Geodetic Quality GPS Survey (GEO)
• LORAN-C Navigation Device (LOR)
• Navigation Quality GPS (GPS)
• Remote Sensing (RS)
• Zip Code Centroid (ZIP)
C. Waterbody and Classifications Information: (new sites only)
® Use an 8.5 by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map to identify the location where the
residuals program activities are planned to occur as well as the closest downslope surface waters as clearly as possible. Each
map portion must be labeled with the map name and number, the identified location, and be of clear and reproducible quality.
® Surface water body classifications information may be found at: http://deq.nc.gov/about/divisions/water-
resources/planning/classification-standards/classifications
® Any questions concerning the waterbody and its classification, please contact the Division's regional offices.
® A list of the Division's regional offices, their county coverage, and their contact information may be downloaded at:
http://deq.nc.gov/contact/regional-offices
® General Instructions: There are 17 river basins in North Carolina. Each basin has associated waterbodies with assigned
subbasins, location descriptions, stream index numbers and established classifications.
1. Identify the project area on a 7.5 minute USGS topographical map (an 8.5 x 11-inch sheet showing the project area
should be submitted with the permit application regardless of whether a Stream classification was completed).
2. Determine the names of all the closest down slope surface waters from the project site. For unnamed tributaries, see
Table 1: Unnamed Tributaries Entering Other States or for Specific Basin Areas. Label any unnamed tributaries as
"UT to stream name" as the waterbody name.
3. Open the link http:Hdeg.nc.gov/about/divisions/water-resources/planning/classification-standards/classifications.
® Stream Classification Process: One of the options below may be used depending on the known initial project information.
® KNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Select proper basin from the List all Waterbodies in Basin sorted report. Sort hydrologically as this will provide
the proper location descriptions if multiple runs.
INSTRUCTIONS FOR FORM: LASC 06-16 Page 2 of 3

2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ KNOWN COUNTY WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Select the proper county from the List all Waterbodies in county, hydrologically report.
2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ UNKNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Use the Clickable basin map to hydrologically sorted list report.
2. Click on the approximate project location to bring up the hydrologically sorted list.
3. Locate the name of the identified waterbody (from General Directions) on the list.
4. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
5. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ Notes on index number and unnamed streams:
Unnamed Streams 15ANCAC 02B .0301(i).
❑ Any stream which is not named in the schedule of stream classifications carries the same classification as that assigned
to the stream segment to which it is tributary (at the point of entry) except:
(A) unnamed streams specifically described in the schedule of classifications;
(B) unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or
(C) after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class SA waters by
approved dredging projects will be classified "SC" unless case -by -case reclassification proceedings are conducted.
❑ The following river basins have different policies for unnamed streams entering other states or for specific areas of the
basin:
Unnamed Tributaries Entering Other States or for Specific Basin Areas
Hiwassee River Basin
Streams entering Georgia or Tennessee shall be classified "C Tr."
Little Tennesse River
Basin And Savannah
River Drainage Area
Streams entering Georgia or Tennessee shall be classified "C Tr." Such streams in the Savannah
River drainage area entering South Carolina shall be classified "B Tr."
French Broad River
Basin
Streams entering Tennessee will be classified "B."
Watauga River Basin
Streams entering the State of Tennessee are classified "C."
Broad River Basin
Streams entering South Carolina are classified "C."
New River Basin
Streams entering the State of Tennessee are classified "C."
Catawba River Basin
Streams entering South Carolina are classified "C."
Yadkin -Pee Dee River
Basin
Streams entering Virginia are classified "C," and such streams entering South Carolina are
classified "C."
Lumber River Basin
Streams entering South Carolina are classified "C Sw."
Roanoke River Basin
Streams entering Virginia are classified "C." Except that all backwaters of John H. Kerr
Reservoir and the North Carolina portion of streams tributary thereto not otherwise named or
described shall carry the classification "B," and all backwaters of Lake Gaston and the North
Carolina portion of streams tributary thereto not otherwise named or described shall carry the
classification "C and B."
Chowan River Basin
Streams entering Virginia are classified "C."
Tar -Pamlico River
Basin
All drainage canals not noted in the schedule are classified "C Sw." except the main drainage
canals to Pamlico Sound and its bays which shall be classified "Sc."
Pasquotank River Basin
All drainage canals not noted in the schedule are classified "C."
INSTRUCTIONS FOR FORM: LASC 06-16 Page 3 of 3

LAND APPLICATION SITE CERTIFICATION
Applicant's name: Synagro Western Piedmont
Land application sites currently certified: 813.6 net acres and Total to be certified: 1,315.5 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Status
Codes
Site/Field ID
Landowners
�)
Lessees or Operator(s)
�)
Net Acres
County
s
Crop(s)
p�)
Predominant Soil
Series Name'
Mapping Unit
or Rep. Slope'
N
IR-36-1
Chris Cartner
52.6
Iredell
Corn, Wheat
N
IR-36-2
Chris Cartner
19.4
Iredell
Corn, Wheat
N
IR-36-3
Chris Cartner
21.9
Iredell
Corn, Wheat
N
IR-36-4
Chris Cartner
41.5
Iredell
Corn, Wheat
N
IR-36-5
Chris Cartner
23.8
Iredell
Corn, Wheat
N
RA-05-1
Allen Livegood
17.6
Rowan
Fescue Pasture
■
N
RA-05-2
Allen Livegood
44.8
Rowan
Fescue Pasture
N
RA-05-3
Allen Livegood
18.5
Rowan
Fescue Pasture
N
RA-53-1
ALLO l.l.c (Janet Tevepaugh)
Rowan
Fescue Hay
N
RA-53-2
Mark Tevepaugh
19.1
Rowan
Fescue Hay
N
AL-13-4
Danny Millispas
8.5
Alexander
Fescue Pasture
N
AL-13-5
Danny Millispas
15.9
Alexander
Fescue Pasture
N
AL-13-5
Danny Millispas
19.2
Alexander
Fescue Hay
N
AL-15-1
Mary Ann Icenhour
Ray Icenhour
1-a
Alexander
ijorn, Wheat, Soybeans
N
AL-15-2
Mary Ann Icenhour
Ray Icenhour
26.8
Alexander
,orn, Wheat, Soybeans
N
AL-15-3
Mary Ann Icenhour
Ray Icenhour
10.2
Alexander
torn, Wheat, Soybeans
N
AL-16-1
Kevin Daniels
20.8
Alexander
Fescue Pasture
N
CD-03-2
Patrick Starnes
17.8
1aldwell
Fescue Hay
N
CD-03-3
Patrick Starnes
8.5
Caldwell
at, Soybeans
N
CD-03-6
Patrick Starnes
4.2
Caldwell
Corn, Wheat, Soybeans
N
CD-03-7
Patrick Starnes
3.5
Caldwell
Corn, Wheat, Soybeans
N
CD-03-9
Mark Douglas
Patrick Starnes
21.4
Caldwell
Fescue Hay
FORM: LASC 06-16 Page 1

LAND APPLICATION SITE CERTIFICATION
M IR-20-4A Dennis Phillips 42.3 Iredell Fescue Hay
a Status Code for land application sites are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2)
II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C):
Site/Field ID
Latitude
Longitude
Location
Datum
Location Method Code
Location Accuracy
Waterbody Subbasin and
Stream Index No.
Current and Proposed
P
Class
IR-36-1
35.47.21.87
80.47.37.64
NAD 83
MAP
Nearest Second
12-108-20
C
C
IR-36-2
35.47.5.64
-80.47.18.7
NAD 83
MAP
Nearest Second
12-108-20
C
C
IR-36-3
35.51.7.51
-80.46.58.71
NAD 83
MAP
Nearest Second
12-108-13
C
C
IR-36-4
35.51.10.76
-80.47.5.53
NAD 83
MAP
Nearest Second
12-108-13
C
C
IR-36-5
35.50.55.1
-80.47.45.84
NAD 83
MAP
Nearest Second
12-108-13
C
C
RA-05-1
35.42.45.35
-80.39.37.18
NAD 83
MAP
Nearest Second
12-108-21-3
C
C
RA-05-2
35.42.20.19
-80.39.40.59
NAD 83
MAP
Nearest Second
12-108-21-3
C
C
RA-05-3
35.42.8.74
-80.39.33.62
NAD 83
MAP
Nearest Second
12-108-21-3
C
C
RA-53-1
95.45.20.16
-80.38.41.28
NAD 83
MAP
Nearest Second
12-108-20-4
C
C
RA-53-2
35.12.38.11
-80.16.52.05
NAD 83
MAP
Nearest Second
12-108-20-4
C
C
AL-13-4
35.53.37.63
-81.9.56.89
NAD 83
MAP
Nearest Second
11-69-7-(0.7)
WS-IV
WS-IV
AL-13-5
35.53.46.43
-81.9.51.11
NAD 83
MAP
Nearest Second
11-69-7-(0.7)
WS-IV
WS-IV
AL-13-6
35.52.45.14
-81.7.50.82
NAD 83
MAP
Nearest Second
11-69-7-1-1
WS-IV
WS-IV
AL-15-1
35.58.8.27
-81.10.41.3
NAD 83
MAP
Nearest Second
11-69-4
C
,
FORM: LASC 06-16 Page 2

LAND APPLICATION SITE CERTIFICATION
AL-15-2
15.58.20.63
-81.10.48.17
NAD 83
MAP
Nearest Second
C
C
AL-15-3
15.58.22.64
-81.10.53.15
NAD 83
MAP
Nearest Second
C
C
AL-16-1
35.58.44
-81.11.7.8
NAD 83
MAP
Nearest Second
r■
CD-03-2
35.50.56.76
-81.20.47.40
NAD 83
MAP
Nearest Second
11-59-(1)
CD-03-3
35.50.51
-81.20.40.56
NAD 83
MAP
Nearest Second
11-59-(1)
CD-03-6
35.51.22.46
-81.22.41.69
NAD 83
MAP
Nearest Second
11-58-(5.5)
WS-IV
WS-IV
CD-03-7
35.51.27.36
-81.22.28.92
NAD 83
MAP
Nearest Second
11-58-(5.5)
WS-IV
WS-IV
CD-03-9
35.48.18.36
-81.21.14.76
NAD 83
MAP
Nearest Second
11-57-(2)
WS-IV;CA
WS-IV;CA
Note: Please keep the site information (L) and waterbody information (II.) of the same field on the same page.
FORM: LASC 06-16 Pagc 3

SYNAGR®, WESTERN PIEDMONT CLASS B PERMIT
WQ 0016247
SOIL SCIENTIST CERTIFICATION
This is to certify that soil profile evaluations were conducted on the proposed application
sites for the Western Piedmont project by Piedmont Environmental Associates, P.A. on
behalf of Synagro Central, LLC. The evaluations consisted of hand auger borings and
descriptions of the soils on the application sites. All hand auger borings included in this
package were either performed by me or under my direct supervision. All other work
performed for this permit application was conducted by Synagro Central, LLC.
sort
NOM*A
G. Christopher Murray, L.S.S.
No. 1284
Synagro, Western Piedmont WWTP Project, Various Fields

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State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
Divislon of water Resources INSTRUCTIONS FOR FORM: RSC 0616
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted the Applicant shall submit one on final and two co ies of the a lication and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 1145, FORM: DCAR 11-15, or FORM: SDR 1145).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A.
ti]I
C.
Page I of 1
INSTRUCTIONS FOR FORM: RSC 06-16

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
Division of Water Resources FORM: RSC 0646
L RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction BJ:
1. Facility Name: Killian Creek WWTP
2. Facility permit holder is: ❑ Federal, O State, ® Local Government, or Private.
Facility permit issued by: Div. of Water Resources, ❑ Div. of Environmental Health,
or ❑ Other (explain:
3. Facility contact person and title: Tim Simmons Lake Killian W WTP Superintendent
Complete mailing address: 7085 Old Plank Rd,
City: Stanley
State: Zip: 28164
Telephone number: 704 749-2226 E-mail address: [e-mail]
4. Facility physical address: 7085 Old Plank Rd
City: Staple State:' Zip: 8164-
Coordinates: Latitude: 35o 25' 22" Longitude: 810 Ol' S6"
Datum: NAD 84 Level of accuracy:ee
Method of measurement: t
5. Purpose of the facility:
® treatment of municipal wastewater, ❑ treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: '_ % industrial and F. % domestic)
❑ other (explain: ). Yes ❑
No
6. Does the facility have an approved pretreatment program:
7. Facility permitted/design flow: 2.5 MGD and facility average daily flow: 1_1 MGD
8. Average amount of residuals being generated at this facility Est.'1125 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: 2 digestors totaling, 1.05 million gallons
Type and volume of residuals storage (i.e., outside of residuals treatment on
255K gallon sludge holding tank
RESIDUALS QUALITY INFORMATION (See instruction C.):
1. specify if residuals are regulated under:
M 40 CFR Part503 or ❑ 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257,
2. Specify if residuals are defined under 15A NCAC 02T 1102(6) as:
Biological ❑
Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing ter� or the biological teerasutilizes
biological processesincluding lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
Page 1 of 5
FORM: RSC 06-16

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
completed for facilities that are less than 0.5 MGD in design flow that treat
RCRA: (Note -this item does not have to be
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: d yes no.
if yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ Yes N ho,
f the latest toxicity characteristic leaching procedure (TCLP) analysis as
Fill in the following tables with the results o
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Pace Analytical and Date of analysis: 2/14/2020
Passed corrosivity test: yes ❑
no. pH: s.u. (2 < pH < 12.5)
. Flashpoint: >200 °F (> 140°F)
Passed ignitability test: ®Ye5 no. P Passed reactivity test: ®yes ❑no. HCN: ND mg/kg (<250) & HiS: ND mg/kg (<500 )
TCLP Parameter Limit Result TCLP Parameter Limit Result
(mg/1) (mg/i) (Mg/0 (S )
Arsenic 5.0 ND
Hexachlorobenzene 0,13 ND
Barium 100,0 ND
Hexachloro-1,3-Butadiene 0.5 ND
0.5 ND Hexachloroethane 3.0 ND
Benzene ND
l.0 ND Lead 5.0
Cadmium Lindane 0A ND
( Carbon Tetrachloride 0.5 ND 0 2 ND
Chlordane 0,03 ND Mercury
Chlorobenzene
100.0 ND Methoxychlor 10.0 ND
ND
Chloroform 6.0 ND Methyl Ethyl Ketone 200.0
Chromium 5.0
ND Nitrobenzene 2.0 ND
m-Cresol 200.0 ND Pentachlorophenol 100.0 ND
ridine 5.0 ND
o-Cresol 200:0 ND P Y
p-Cresol 200.0 ND
Selenium 1.0 ND
Cresol 200.0 ND
Silver 5.0 ND
2,4-13 10.0 ND
Tetrachloroethylene 03 ND
1,4-Dichlorobenzene 7.5 ND
Toxaphene 0.5 ND
ND Trichloroethylene 0.5 ND
1,2-Dichloroethane 0.5 ND
2,4,5-Trichlorophenol 400.0
1,1-Dichloroethylene 09 ND 2,4-Dinitrotoluene 0.13 ND ND
2,4,6-Trichlorophenol 2.0 Endrin ND
0.02 ND 2,4,5-TP (Silvex) Lo Vin 1 Chloride 0.2 ND
Heptachlor and its Hydroxide 0.008 ND Y
Page 2 of 5
FARM: RSC 06-16

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Waydoint Analytical and Date of analysis: 6/17/2020
Parameter Ceiling Monthly Average
Result
Concentration Limits Concentration Limits
(ClassA & ClassB) (Class A Only)
(mg1kg) (mg/kg) (mg/kg)
Arsenic
75 41 <19.2
Cadmium
85 39 <3.85
Copper
4,300 1,500 286
Lead
840 300 14.4
Mercury
57 17 1.03
Molybdenum
75 n/a 10.8
Nickel
420 420 46.5
Selenium
too 100 <19.2
1 Zinc 72500
2,800 727
b. For Surface Disposal Unit (lanrlfll/): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: L- and Date of analysis: aw
Distance from Disposal Arsenic
Chromium Nickel
Unit to Boundary to
Closest Property Line k (mglkg) (mg/kg)
(meters, check one) (mg1 g)
❑ > 0 but <25 30 200 210
> 25 but < 50 34 220 240
❑ > 50 but < 75 39 260 270
❑ > 75 but < 100 46 300 320
❑ > 100 but < 125 53 360 390
> 125
62 450 420
Result (mg/kg)
Page 3 of 5
FOKM: RSC 06-16

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 2.61 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Waypoint Analytical and Date of analysis:6/17/2020
Parameter
Result
(nag/kg)
Aluminum
1 Q600
Ammonia -Nitrogen
31,000
Calcium
13,700
Magnesium
3,550
Nitrate -Nitrite Nitrogen
229
PH (Standard Unit)
73
Phosphorus
203900
Potassium
55080
Sodium
36,300
Total Kjeldahl Nitrogen
88,500
c. Using the results listed in Item II, 5b. above, calculate the sodium adsorption ration (SAR): ll_55
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: [}0 %. This
rate is a (check one): ® default value, or N actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (15t) Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
(ing/kg)
Surface
325979
443197
Injection/Incorporation
48,479
5%697
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses:
FORM: RSC 06-16 Page 4 of 5

7. Pathoeen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. ForDistribidiae/LmtdAppticattonofClpssAorEnaivnlent:
Li
A fecal coliform
density that is
demonstrated to be less than 1,000 WIN per gram of total
dry solids,
or
0
A salmonella sp.
density that is
demonstration to be less than 3 MPN per 4 grams of total
dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1
[15A
NCAC 02T.1106(b)(3)(A)] - Time/Temperature Compliance.
®
Alternative 2
[15A
NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
rNI
Alternative 3
[15A
NCAC 02T.1106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
®
Alternative 4
[15A
NCAC 02T.1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Hchninth Ova.
Alternative 5
[15A
NCAC 02T.I l06(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one:
❑
composting,
%
heat drying,
R71 heat treatment,
❑
thermophilic aerobic digestion,
beta ray irradiation,
❑
gamma ray irradiation, or
❑ pasteurization.
b. For Laud Application of Class B:
® Alternative 1 [15A NCAC 02T.1106(c)(1)] -Fecal Coliform Density Demonstration.
❑ Alternative 2 [15A NCAC 02T.1 106(c)Q1 -Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, K air drying, ❑ anaerobic digestion,
❑ composting, or ITJI lime stabilization.
c. For Surface Disposal:
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II.7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item It. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item I1.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC' 02T.7107, specify how residuals will meet the VAR requirements:
Alternative 1
[15A NCAC
02T.1107(a)(1)]
-
38%Volatile Solids
Reduction (Aerobic/Anaerobic Digestion).
❑
Alternative 2
[15A NCAC
02T.1107(a)(2)]
-
40-Day Bench Scale
Test (Anaerobic Digestion).
Alternative 3
[15A NCAC
02T.1107(a)(3)]
-
30-Day Bench Scale
Test (Aerobic Digestion).
Alternative 4
[15A NCAC
02T.1 ] 07(a)(4)] -Specific
Oxygen Uptake Rate Test (Aerobic Digestion).
❑
Alternative 5
[15A NCAC
02T.1107(a)(5)] -
14-Day Aerobic Processes,
Z
Alternative 6
[15A NCAC
02T.1107(a)(6)] -Alkaline
Stabilization.
Alternative 7
[15A NCAC
02T. 1 107(a)(7)] -
Drying of Stabilized Residuals.
Alternative 8
[15A NCAC
02T. I 107(a)(8)] -
Drying of Unstabilized Residuals.
Alternative 9
[15A NCAC
02T.I 107(a)(9)] -
Injection.
Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I107(b)(2)].
Not Applicable -Non-Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or I may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

KILLIAN CREEK WWTP
QUANTITATIVE JUSTIFICATION FOR RESIDUALS PRODUCTION RATE
The following is a record of the annual land application volume for Killian Creek
wastewater treatment plant:
Year Dry Tons Land Annliell
2018 68.51
2019 30.41
The proposed permitted volume (250 dry tons per year) is greater than the anticipated
need for the coming years. Over the 2 years shown above the average number of dry tons
land applied were 49.46 however future plans for maintenance cleanouts and application
of backlogged material are expected to require the requested 250 dry tons per year
requested.

Residuals Sampling Plan
Synagro Residuals Land Application WQ0016247
Killian Creek WWTP
Nutrients and Metals Analysis
• Sampling Point: Sludge Holding Tank
• Sampling Frequency: Annually
• Sample Type: Composite
• Lab: Pace Analytical
Pathogen Reduction (Fecal Coliform Density Demonstration)
• Sampling Point: Sludge Holding Tank
• Sampling Frequency: Annually
• Sample Type: Grab
( • Lab: Statesville Analytical
Vector Attraction Reduction (38% VSR)
• Sampling Point: Digester
TCLP
Sampling Frequency: Annually
• Sample Type: Composite
• Lab: Meritech
• Sampling Point: Sludge Holding Tank
• Sampling Frequency: Once/permit
Sample Type: Composite
• Lab: Summit Environmental Technologies, Inc

VICINITY MAP
SYNAGR®
�c
rra / Hilh
Me
O�qA i
.o /
5 ° �WastewaterTreatment Mini
Smart Car Finder v
oy JJ ' Sennebogen
oiOr Earnhardt Grading, Inc 0
T Ari�L� J
r LKN Boat Lifts Q
°rh; kcr Rock Hill United
Methodist Church P
o"Plank Rd
x
eQa\\\o9�
l
GNp�Pnn yr
OWNER s Lincoln Co: Killian Creek Wastewater
COUNTY: Lincoln ��' Treatment Plant

aceAnalytical
Ir„ .Flcfllht
February 24, 2020
Crystal Little
Statesville Analytical, Inc.
122 Court Street
PO Box 228
Statesville, NC 28667
RE: Projeck LC
Pace Project No.: 92463883
Pace Analytical so"icea, LlC
BB08 IOnwyAva. sa8c 100
nunterawle. NC 28078
1704)878 8082
Dear Crystal Little:
Enclosed are the analytical results for samples) received by the laboratory n this report. Results reporteedd herein conform o
February 05, 2020.
The results relate only to the samples included Itthe
nd the
whereurrent, appliun cable
TNI/NEise n tadLAC ndardsIn body of the reportlaboratory's Quality Assurance Manual,
most applic
ble,
If you have any questions concerning this report, please feel free to confect me.
Sincerely,
Tyriek Nooks
tyriek.hooks@pace) abs.com
[phone]
Project Manager
Enclosures
Page 1 8127
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Page 1 f of 37

aceAnalytical'
ywgecerlLeem
Project: LC
Pam Project No.: 92463883
peas Analyllaal Servlees Pennsylvania
1638 Roseylown Rd Sultea 21364, Greensburg, PA 15601
ANA6 DOD -FLAP Red Aceredilalion #: 124'17
Mabama Certification #: 41690
Arizona Codification #: AZO134
Arkansas Cedlficalmn
California Codification #: 04222CA
Colorado Codification No PA01541
Connecticut Codification M PH 0804
Delaware Codification
EPA Region 4 DW Ratl
FladdarTNI Codification #: E87683
Georgia Codification N: C040
Florida: Cod E871140 SEK5 WET
Guam Codification
Hawail Cedl9calion
Idaho Codification
Illinois Codification
Indiana Codification
Iowa Codification M 391
KansasRNI Certification #: E-10355
Kentucky Certification #: KY90133
KY WW Permit #: KY0008221
KY WW Permit 4: KY0000221
Louisiana DHHRNI Certification #: LA180012
Louisiana DEG7TNI Codification #: 4086
Maine Certification #: 2017020
Maryland Codification #: 300
Massachusetts Cedifioelion #: M-PA7457
MichigaNPADEP Codification M 9991
Pace Analytical Services National
12065 Lebanon Raad, MI. Jugal, TN 37122
Alabama Cadtficallon #: 40660
Alaska Certification 17.029
Arizona codification #: AZO612
Arkansas Certification 0:80.0469
California Codification g: 2032
Canada Codification #: i481.01
Colorado Cer rimlion #: TNOD003
Connecticut Codification #: PH-0197
DOD Cerillicallow #1461.01
EPA#TN00003
Florida Cer if atlan #: E87487
Georgia DW Codification #: 023
Georgia CerOfication: NELAP
Idaho Cenigcallon #: TN00003
Illinols Cer ificalion #: 200008
Indiana Certification #: C-TN-01
Iowa Cenificailon #: 364
Kansas Cenigcallon #: E-10277
Kentucky UST Cenl6aatiOn #: 16
Pace Analyllml Services, LLc
8000 KlnmyAvo. Bake 100
Hunlerevilla. NC 28078
[phone]
CERTIFICATIONS
Missouri CeNOcellon q: 235
Mou
tons Certification #: Car10082
make Corllgea0on #: NE-OS-29•M
Nevada Codification #: PA014572018-1
New HampshlreRNI Codification #: 297617
New Jersoy7TNl CenlOcallon #: PA051
New Mexico Cedifcea8on #: PA01457
New YorkJTNI Codification #: 10080
NOall Carolina Cenlgcati at N: 42106
North Dakota Codification #: R-190
Ohio EPA Ratl Approval: )[41249
OregonRNl Cenllicallon #: PA200002-010
PonnsylvaniarrNI Codification #: 65-00282
Puerto Rico Con ficallon M PA01457
Rhode Island Certification #: 65.00282
South Dakota Codification
Teamasses Cer igoallan #: 02867
TexaslTNI Cadificalion #: T104704188.17J
UIahfTNI Corlillcalion #: PA014572017.9
USDA Sol[ Permit #: P330.17-00091
Vermont Dept. of Health: ID# VT-0282
Virgin IslendlPADEP Certification
VirglnleMELAP Certification #: 9526
Washington Codification #: C668
Weal Virginia DEP Codification #: 143
West Virginia DHHR Certification #: 9964C
Wisconsin Approve List for Rod
Wyoming Certification #: STMS-L
N:I-
Kentucky Codigcailan #: 90010
Louialne Certification#: 2
Laul9lane DW Cargill #: LA100010
Maine Cen[Bcatlon #: TNM02
Maryland Codification #: 324
Massachuselts Codifeallan #: M-TNO03
Michigan Codification #: 9958
Minmacro Conificalion #: 047-999.395
Mississippi Certification 9: TN00003
Mlssoud Cedgcation #: 340
Montana Codification 0: CERT0086
Nebreaks Codification #: NE-0845-D5
Nevada Codification #: TN-03-2002-34
New Hampshire CergOoollon #. 2975
New Jersey Certification M TNO02
Now Maxim DW Cedificmlon
New Yolk Cedifkatiorl ll: 11742
Nadh Carolina Aqualic Toxicity Codification #: 41
North Carolina Drinking Water Certification It: 21704
Nanh Carolina Environmental Cedigcare #: 376
REPORT OF LA60RATORY ANALY313
1Ne report anon del ba mpmaaaaa. axeepun Iwl.
v411wul the written consent of Pace Analygcal6arvicas. LLC.
Page 2 of 27
PO Box 228 •Statesville, NC 28587 • 704/872/4097
Page 12 of 37

aceAnalytical•
YIM4.plta1r11.aen
ProleG: LC
Pecs Prated No.: 92463883
Paee Analy9ca19ervlces National
North Dakota Certification M R440
Ohio VAP CeN6callon #: CL0069
Oklahoma Certification #: 9916
Oregon Codification #: TN200002
Pennsylvania Cerlificallon M 68,02979
Rhode Island Codification #: LA000366
South Carolina Codification #: 84004
South Dakota Codification
Tennessee DWIChenVMicro Codification 2006
Texas Codification #: T 104704246-17-14
Texas Maid Comeaallon #: LAB0152
USDA Soil Permit #: P330.15.00234
Pace Analytical Services Charlotte
9800 Kincey Ave. Ste 100, Huntersvilla, NC 28078
LovislenalNELAP CeNficallon # LAW0026
North Caroline Drinking Water CerllOcaft n 0:37706
North Carolina Field Services Cedilkefir n #: 5342
Nodh Carolina Wasiewalercartlficallon #: 12
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 20904
FloddsINELAP Certificetlon #: E87048
Mossachueolk Codification #: M-NC030
North Carolina Drinking Water Codification #: 37712
Paco Analytical Services, LLC
600otuitoy Avo. Sidle 100
HunlersWllo, NC 28078
17041075r9092
CERTIFICATIONS
Uleht.of#:TN00003
Vermoontnt Deptof Health: ID# VT-2006
Virginto Codification #: VT2006
Wginla Codification #: 460132
Wa thinglan CedlOcalion #: C841
at Virginia Cediflcation #: 233
Wisconsin Cedificatlan M 9980039910
Wyoming UST Codification #: via A21A 2926,01
A21A-18017026 Certification #: 1461.01
A2LA-ISO 17D26 certineo6on #: 1461.02
AIHA-LAP/LLC EMLAP Cedification#:100789
South Carolina CediOcallon #: 89006001
Fbrlda7NELAP Codification #: E87627
Kenlucky UST Codification #: 84
VlrglnIoNELAP Codification It. 460221
1.
Nodh Carolina Wastewater CertiOcellon #: 40
South Carolina CedlOcalion #: 99030001
Vi(glnIaNELAP Ce tificaboo #: 460222
REPORT OF LABORATORY ANALYSIS
Tnls report shell not he reproeuce4, except In Nn, Pa00 3 of 27
out the written consent or Paw Anelyliwl 6eNlces. LLC.
PO Box 228 •Statesville, NC 28687 • 704/872/4fi97
Page 13 Of 37

aceAnalytica
axW.7anlM.soa
ProfeCL• LC
Pace Project No.: 92463683
Lab ID Sample lD
92463663001 200204,49,01 LC.
Pace Anolyllcal so" Coal LLC
eo00 KomyAve. Suite 100
HunleraWle. NC 26070
t1a41916.9092
SAMPLE ANALYTE COUNT
gnalytas
Analysis
Reported
Laboratory
Method
_
3
PAN
8ISIA
EPA 51A
9
PASI-C
EPABOSIB
GEM
GEM
SEM
8
PASI-C
EPABOB2A
EPA6082A
GEM
8
PAS6C
Sill
7
PASLA
EPAMOD
EPA7470A
Soo
1
PASI-A
SPJ
18
PASt-C
EPA827OF
EPA826OD
SAS
14
PASI-C
SMK
1
PASI•A
EPA101OA
SMK
1
PASI-A
EPA0046D
EPA90958
SMK
1
PASI-A
PAS
1
PASWA
EPA9014
SM 450082E-2011
PAS
1
PASI-PA
REPORT OF LA80RATORY ANALYSIS
Thta repwl shalt nal be repretlucetl, except In lull,
w11hoW the wrltton consent of Paco Analytiwl6ervitesI LIC.
PaOe 4 of 27
PO Box 228 • Statesville, NC 28687 • 704/$72/4697
Page 14 of 37

aceAnapifcal
`
Mw Pnvlll.tw
ANALYTICAL RESULTS
pace Analytical Services, LLC
9000KInceyAva. Sue0100
Humemule. NO 26018
(7041D16,9092
Pcoleci: LC
Pace Project No: 92463083
Semple: 200204.49.g1 I.C. Lab ID: 92463883001 Collected: 0210412012:26 RacelVad: 02/05f2013:08 Matdx: Water
Results
Units Report Limit OF Prepared Analyzed CAS No. _Dual
Resu
Parameters --.-
Chlorinated Herb,(OC) 6151A Analytical Method: EPA 6151A Pfepatallon Melhod:8161A
Leachata MelhodlDate:1311; D2liif3014:58. Initial pH:7.04; Final pH:4.00
No mglL 0,00200 1 02/1212019:28 021W20 00:17 93.72.1
2,4.5-TP(Sllvex) ND 8tL 0.00200 1 02112f2019:26 0211412000:17 94-76.7
2,4.0
Surrogates 69.8 % 14.0-156 1 001212.019'28 021102000:17 19719.20.9
2.4•DCAA(3)
8081 TCLP Pesticides FIVE Analytical Method: EPA 8081E Preparation Method: EPA 3610C
Leachele MalhodlDate: EPA 1311; 0211312017:17 initial pH: 5.93; Final PR
NO vile. 0.50 1 0211412013:29 02115P2009:57 68-09-9
gamma•BHC (Lindens) NO ulik. 3.0 1 0211412013:29 0211512009.57 57-14-9
CNordane(Technical) NO �� 0.50 1 0211412013:20 0211512009:57 72-208
Endrin 0.50 i 0211412013:29 0211512009:67 70-44.8
Heptachlor NO ug1L
NO ug1L 0.60 1 02I1412013,29 02115/2009:57 1024.57.3
1leplechlor spoxIds NO ugll- 1000 7 02H412013.29 0211512000:57 72-43.5
Melhoxychlor NO uglL 3.0 1 0211412013:29 0211512009:57 8001-35-2
Toxaphene
Surrogates % 10435 1 ON1a1'2013:20 02IJ612009:57 2061.24-3
43
Decachlorobiphaml(5) 44 % 10.110 1 02,14,2013:29 0211512009:57 677-09.8
Tebechloro-m-xylene(8)
BD02 005 PCB RVE Analyllcsl Method: E PA 6082A Preparation Method; EPA 35100
802 G 16 PC8 for 1018) NO uglL 6.56 1 02t11/2010:39 02 IWI)16:18 12674.11-2
PC8ND uelL 0.50 1 0211112010.39 0211212016:18 11104.28-2
PCB•1221 (Aoclor 1221) NO u911 0.60 1 02/1112010,39 02/12/20 Wig 11141.16-5
PCB.1232(Aroclor 1232) ND uglL 0,50 1 02/1112010:39 02M21201618 53469.2t-9
PC5•1242(Aroclor 1242) NO uglL 0.59 1 02Ht/2010:39 02M2120%ifl 12672,22.6
PCB•1248(Procter 1248) ND uglL 0.50 1 021111201003l 02JI 212016:18 11097.69.1
PCB-1254 (Aloolor 1254) ND u91L 0.50 1 oM11120 10:39 0211212016:18 11006 82-5
PCB.1260 (Aroclor 1260)
Surrogates 38 % 10-130 1 02111120 100 021t2120 18:18 2051.24-3
Decacnloroblphenyl(8) Analytical
8052 TCLP PCBs RVE Leachh)Melhotl:ate:Ep 2APleperacf2 Me1110tl:EPA3516D
Leechele MelhatllDeie: EPA 1311; 02/13I201T.17 Initial pH: 5.93: Final pH:
PCB•1018 (Arocbr 1016) NO ug/L loco 1 0211412013:29 02/15/20 14:05 12674.11-2
PCB-1221 (Aroclor 1010) ND u91L 100D 1 02M4/20 13:29 02115120 14'95 11104.28-2
PCB-1232 (Arocbr 12211 ND ug/L 1000 1 02114/2013.29 02115120 14:05 11141-186
PCB•1242 (Aroclor 1232) NO ug1L 1009 1 0211412013:29 02115/2014o5 53469-21.9
PCB•1248 (Amster 1242) NO ug/L loco 1 02/1412013:29 0211512014:D5 12672,29.8
PCBA254 (Aroclor 1246) NO uglL loco 1 0211412013:29 02/15/2o 14:05 11097.69-1
PCBA280 (Aroclor 1250) NO ug/L 1000 1 0211412013:29 OV1512014:05 11096'82-5
Surrogates 59 % 10-132 1 02114120 13:29 02/15/20 14.05 7051.2403
Decacht=11113h8nyl (3)
6010 MET ICP1 TCLP Analytical Method: ate: EP 1 preparation:02IJ312Me100tli EPA3010A
Leachele MalhodlDale: EPA 1371; 02/13I2o 17:00 Initial pH: 7.74; Final pH: 4.6
0.050 1 02/14120 11:12 02/15120 01110 7440.38.2
Arsenic ND millL 0.25 1 0211412011:12 0211512001:10 7440.39-3
Barium ONO mgR 0.0050 1 02114120102 0211517001:10 7440.43.9
Cadmium
REPORT OF LABORATORY ANALYSIS
TBIs rapo4 sbell not b0 repiO4uced. 0xcepl In lull. page 5 0( 27
Data: 021241202006:09 PM viboullhewrillenwnsenlol Pace Analytkal SOlMices,LLC.
PO Box 228 •Statesville, NC 28687 • 704/872J4697
Page 15 Df 37

Pace Molyucal Sonflaos, LLC
98o0Kocoy AVo. Buile 100
HunlersOlile. NG 2BO78
awnalytical • (7041876 9092
.pagkbuc4m
ANALYTICAL RESULTS
Proleci: LC
Pace Plolecl No.: 92453803
Semple, 200204.49.01 LC, Lab 10: 92468083001 Cclloct¢d: 0210412012:28 Received: 02106/20 13:08 Malrtx: Water
Results units Report Limit OF
Prepared Analyzed CAS No. Duel
parameters -
6010 MET ICP, TCLP Analytical Method: EPA60100 Preparation Method: EPA3010A
LBschste MelhodiD8la: EPA 1311; 02113/20 17:00 Initial pH: 7.74; Final pH: 4.6
0.05D 1 0211412OW12 02115I2001:10 7440-47-3
Chromium NO MIL nip MOp 0,025 1 0211412011:12 021151200110 7439.92-1
Lead NO MOIL 0.10 1 02M41201112 0211612001.10 778249.2
Selenium NO MOIL 0.025 1 0211412011:12 0211812001:10 7440-22.4
Silver
MaMethod: 7470APrap13M00dEPA 7470A
7470MOrGury,TCLP LeaahaleMBlhotlloUrEPA1311; 02,1312017:00 Initial
pill: 7.74; Final pH: 4.5
NO MOIL 0,00020 1 0211412Q 16:31 0211720 10:59 7439-97-6
Mercury
8270E MSSV TCLP Bap Funnel Analytical Molhod: EPA 8270E Preparation Method: EPA35100
NO ugIL 60.0 1 021J420 10:27 02M4120 16:24 1O6.464
1,4.01chloroberf NO ugll. 50.0 1 02M4120 10:21 02/14120 16:24 121.14-2
2,4-DInilfotoMsne 14D ugIL 600 1 02M412010:27 02114120 16 24 07.603
Hexaohlofo-1,3-buladlene ND MOIL solo 1 0211412010:27 0217412016:24 118.74-1
Hexachombenzene NO ugIL solo 1 0211412010:21 O2f1412016:24 67-72-1
Hexachloroethane NO ugll. 60.0 1 02/14120 10:27 07J14120 16:24 95-48.7
2•Melhylphenol(a-Cre601) NO ug)L 69.0 1 02A412010:21 02/14/20 %24 16831-10.4
384-Methylphenol(m8p Cms01) NO ugIL 50.0 1 02114120 10:27 02114120 16:24 98-95-3
Nitrobenzene ND ugIL 100 1 02/14/20 f0:27 02)1412016:24 87-B6.5
PentachlomPhenOl NO ugIL 50.0 1 02JI4120 10.27 02114120 16:24 110-86-1
Pyridine NO uglL 50.0 1 02M412010.27 02IJ412016:24 95-95-4
2,4,5.Trichlorophenol 14D ug1L 60.0 1 02f14IZO 10:27 0211412016:24 88.06-2
21416-TdchunDithenol
Surrogates fib % 12-102 1 0211412010:27 02114120 16:24 4165.60.0
Nitrobenzene-0(S) 65 % 13.107 1 02M4120 JO:27 0211412016:24 321-60-8
2-FluorobiPhenYl(5) 96 % 21-132 1 0211412070:27 02/1412016,24 1718-51-0
Telphenyl-d14(S) 22 % 10-110 1 0211412010:27 0211412016:24 13127.883
Phenobde(S) 32 10-110 1 021141201o:27 02014120 16:24 36T.12.4
2-FluomPI1MAol(9) 91 % 27-ioe 1 0211412010:27 0211412016:24 11B.79-6
2.4,e-Tribromaphenol(8)
8260D MSV TCLP Analytical Method: EPA 8260D 02IJ412016:68 71-43-2
u IL too 20
Benzene ND O 200 20 0211412016:58 78.93.3
2-Bulanon0(MEK) NO ug& 100 20 0711412076:58 56.23.5
Carbon tetrachloride NO ugIL 100 20 OW1412018:58 108-90-7
NO ugl
ChloraDenzene L 100 20 0211412018:58 67•663
Chloroform NO upt. 100 20 02M4I2016:58 JOI)AB.7
1,4-01chlarobenzene ND MOIL 100 20 02H4120 16:66 107.06-2
1,2.01Ghlomethane NO ugIL 02IJ420 10:55 75.35.4
NO uglL 100 20
Telrac ImOulheng NO ugIL 100 20 0211420 1858 727-1-0
Trioldola lhormne NO uOL 100 20 0211412018:68 75.01-0
Tflc1110melhane NO V98. f00 20 02114/2018:58 75.01-4 L1
Vinyl chloride
surrogates 105 % 70-130 20 02114120 18:68 2037.26m5
L2-Dlchloembane-d4(5) 106 % 67-135 20 02114120 %18:68 20OmOO-4
Toluene-d8(8) 103 % 70.130 20 02114120 18:58 480.00-4
4-Bromonuorobenzeno(S)
REPORT OF LABORATORY ANALYSIS
TNs repon shoe not Da repiOauNa, except N Intl, page 6 of 27
pate: 02124202005:09 PM Athoul the written eonsant of Pace Anarylinalfi0rvicas.LLC.
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 16 Dt 37

Pace Analytical Services, LLC
98o0 Kincay Ave. Salle too
Huntenv918• NC 2BO78
1weAnalytical • [phone]
MMwAardlErFM
ANALYTICAL RESULTS
Protect: LC
ON) Project No.: 92483883
Semple: 200204.49.01 LC. lab I0: 92460860001 Collected: 02104i2012'26 Received: 02105/20 13:00 Matrix: Water
ad Analyzed CAS No. Qual
Parameters Results Units Report Limit OF Prepar
1010 Flashpoln6Closed Cup Analytical Method: EPA 1010A 02118/20 15:28 lg
>200 deg F 70.0 1
FlashDolnl
2046 PH Sell Analytical Method: EPAnits 0.10
7.0 Sid. Units 02M7120 15:41 H3
pH at 25 Degrees C
1
9095 Paint Filler Liquid Test Analytical Method: EPA 90950all 1'0 02118f20 10:54
Free Liquids
F1
7330 S Reactive Cyanide Analytical Method: EPA 9014 Preparation Method: SW-046 0.2
1.0 i 02110122110/2016:55 0211t/2017:19
Cyanide, Reactive No mglk9
7345 Reactive Sulfide Analytical Method: SM 450DS2F.2011 Preparation Method: SW-6467,3.4.2
Sulfide, Raacirve
NO mgm9 10 1 02I1012016465 0211012016:67
REPORT OF LA80RATORY ANALYSIS
T81s report snptl not be repraduceq ezcopt in lull. page 7 o12T
Date: 02124/2020 W09 PM without t5e wroton consent of Pace Analytical SOMces, Llc.
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Page 77 of 37

8?6Analpical•
Wwa.IreNslr.em
Paco AnalyOcal Services, LL9
9a00 Kincey Ave. Suite 100
F rrsrsville, NC 28078
(7041875-SM2
QUALITY CONTROL DATA
Prolaci: LC
Pace Poled Na.: 92463883
QC Belek 1428765 Analysts Method: EPA8161A
QC Balch Method: 8151A Analysis 06SUIPIRM: Chlorinated Herb. (QC) 8151A
Associated Lob Samples: 92403883001
METHOD BLANK: R3498818-i
Aescalated Lab Samples: 92463883001
Parameter Units
214-D rrlglL
2,4,5-TP(311vex) m82
2,4-OCAA (S) %
LABORATDRY CONTROL SAMPLE: R369ge18-2
Parameter Units
2,4-D m911,
2,4,5-TP(Sllvex) mgiL
2,4.DCAA (S) %
Matrix: 6olitl
Blank
Reporting
Result
Limit
Analyzetl QualiOals
ND
0.00200
0211312012;05
ND
0.00Y00
0211312012:05
67.2
14.0.158
0211312012:05
Spike
LCS
LCS % Rea
Cone.
Result
% Rea Limits Qualifiers
0.0360
72.0 60.0. 120
0.0500
0,0500
0,0372
74.4 60.0.125
71.0 14.0.168
MATRIX SPIKE B.MAiftIx SPIKE DUPLICATE: R34906183 R3498618A
MS MSD
L1188836.02 Spike Spike MS MSD MS MSD % Roo
Parameter Units Result Cana. Cone. Rosati Result % Rea %Rea Limits RPD Qua]
214•D mg/L ND OB600 0,0500 0.0360 0,0324 72.0 64,8 50.0,120 10,5^-
2,4,5.TP(Silvex) mglL NO 0.0500 0.0600 0.0374 0.0330 74,8 66.0 60.0-125 12.5
0/0 81.8 SBA 14.0-158
2,4•DGAA(S)
n.mr. nraa.m,een wla a.e..,• m m. emu macma av m. •omi: • caamn «o.pteker. an aurnau amw pracm.am m. nam an6a r.rou.
REPORT OF LABORATORY ANALYSIS
TMs rapod abnll nM be reprotlu<etl, aaaepl In full,
Oate: 021241202005:09 PM vnlhoullbe%vattemmnsenl or Pace Analylical9arvlwsI LLF
Page 8 d 27
PO Box 228 • StatesvHle, NC 28687 • 704/872/4697
Page 18 D137

i aceAnaVicale
- rlww.Psedrhl.een
ProJecc LC
Pace project No.: 92463583
DG Belch: 525220
DC Belch Method: EPA7470A
Associated Lab Samples: 92463063001
METHOD BLANK: 2600050
Associated Lob Samples: 92463883001
Parameter
Merwry
QUALITY CONTROL OA7A
Analysis Method: `�'a ��� Malysls DBSGIP0011: 7470 Mercury TGLP
-- Maldx: Water
Blank Repotting
Analyzed qualifiers
Units Result Limit
qualifiers
mg2 ND 0.00020 0211712016:40
Paco Analyleal SBrvleea. LLC
9600 Klncey AVe. Sells 100
Hunlarse la. NC 28078
(7041878.9092
LABORATORY CONTROL SAMPLE: 2807381 Spike LCS LGS %Rec
Parameter Vnlls Conc. Result
%Ron Limits Duallfmrs
80-120
Mercuryry
moil 0.0025 0.0028 114
2807362 2007363
MA7ft1%SPIKE SMATRI%SPIKE DUPLICATE; MS MSD
92463414001 Spike Spike MS MSD MS MSD %Rec
Units Result emu. Conc. Result Result %Rec %Reo Limits RPD Duel
Parameter 95 112 75-125 16
J— mail ND 0.0025 0.0025 0.0024 0.0028
Mercury
PeeVlla presented onlFla papa ere In the voila Ntllasiedby the"Unlr�' <olvm" ex<ePtwaera ee elle�nels unit la psese"letl la the rI9M11 e1 iFe mull.
REPORT OF LABORATORY ANALYSIS
This report ehail not be reproduced. except In lull. page 9 of 27
Oare: 021241202005:09 PM wilhoul the unite" consent of Pew Analylieal Services, U.C.
( PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page ig of 97

aceAnaVicalo
ww.prrdrespala
QUALITY CONTROL DATA
Project: LC
Pace project No.: 92463883
CC Belch: 626225 Analysis Method: EPA6010D
Analysis Description: 6010 MET TCLP
QC Botch Method: EPA301DA
Associated Lab Samples: 92463883001
Matdz: Water
METHOD BLANK: 2006056
Associated Lab Samples: 92463883001 Blank Reporting
Parameter Units Result Limit Analyzed
NO 0.050 02/1612000:22
Arsenic mg1L
NO 0.25 021162000:22
Barium Mon. NO 0.0050 0211612000:22
Cadmium MSNO 0.050 0211612000:22
Chrmolum M9�L NO 0-025 0211512000:22
Lead NO 0.10 0211512000:22
Selenium MOIL NO 0,025 021151200022
Silver
METHOD BLANK: 2806716
Associated Lab 3amplea: 82463803001
Parameter
Unlls
Arsenic
mg/l
milli.
Barium
IL
Cadmium
OIL
MOIL
Chromium
M91L
Lead
MOIL
Selenium
Mali.
Silver
Matllx'. Weler
qusli0ers
Blank
Reponing
Analyzed QualiOen
Resell
Llmil
NO
0.050
0211612000:28
NO
0.25
021162000:28
NO
0.0050
0211612000.28
NO
0.050
021162000:28
NO
0.025
02)1512000:26
NO
0.10
021152000:2B
NO
0,025
021151200028
Pavo Analyllcal Shortens, LLC
Ha00looney Ave. Suite 100
Hunlersvllle, NC 28MB
(70e)815-9092
LABORATORY CONTROL SAMPLE: 2807346 spike LCS LCS %Roc
Conc. Result %Rec Llmils Qualieere
Parameter MOIL _
2.5 2.5 f00 80-120
Arsenic M91L 2.6 2.5 102 80,120
Barium MgIL IL 2.5 2.6 100 80-120
Cadmium mgg8 BOA20
Chromium MOItLL 2.5 2.5 98 60.120
mglL 26 205 107 RO.120
Lead In9ll 2.5 2.7
Selenium MOIL 1 2 1,2 97 80-120
Silver
LABORATORY CONTROL SAMPLE: 2807341 Spike LCS LCS %Rec
Ungg Conc. Rhsull %Rec Limits OuallOers
Perameler 101 80-120
15 2.5
Armerdo M� 26 2.6 104 00-120
Barium
assess Presented no Ibis pasaan In the bolts Indtoatea by aw"undo" wlrmn sentP, ,bars an alternate unit Is presented to the fight of reaull.
REPORT OF LABORATORY ANALYSIS
This ropod area nal be reproduced, exceN in lug' page 10 of 27
Dale: 02242020 05:09 PM
wlihvel Me written mnsenl of Pace Analytical Sbrvless. LLC.
PO Box 228 •Statesville, NC 28687 • 704/872J4697
page 20 of 37

a ceA�nalytical•
QUALITY CONTROL DATA
Project: LC
Pace Pooled No.: 92463083
LABORATORY CONTROLSAMPLE:
2801347
LCS
Spike LCS
Conn. Result % Rec
ParameterUnits
mg1L
2.5 2.6
Cadmium
mgIL
2'5 26
Chromium
mull.
2.5 2.6
Lead
mglL
2.5 2.0
Selenium
mglL
5.2 1.3
Silver
Pace Analyllcel Services, LLC
BB00 Rlacey AYe, Sure 100
Hunleravule, NC 20018
[phone]
Rec
Limits Qualifiers
04
80,120
01
60-120
103
60.120
111
BO 120
01
80A20
2807350
MATRIX SPIXE BMATRIX SPINE bUPLICATE: 2807349 MS MSD
92464791005 Spike Spike MS MSD MS MSD
Parameter Units Result Cone. Cone. Result Result % Rac %Rec
--_ mull. NO 2.6 2.5 2.3 2.3 93 90
Arsenio mglL O,NO 2.6 2.5 2.6 2.5 95 91
eadmI mglL 0.29 2.5 2.5 2.8 2.7 09 95
Cadmium mull 78.2 2.5 2.6 76.0 74.4 .11 -76
Chromium lL 1.1 2.5 2.5 3A 3.3 94 91
Seed mgiL
silverum m9r. NO 1.5 2.5 1.2 2.4 197 97
Silvef mull. 0.0039J 1.2. 1.2 5.2 1.2 97 94
%Rec
Limits RPD Qu01
75-126
3
75-125
4
75-125
3
75-125
2 M5
75-125
2
75-125
5
75.125
4
aevulle psvfemetl on Ibis pees are In the antis lntllcatetl sy lM1e'0Nu"column va4eplwM1vra en ellernela anti le preeenlealo the r19F1 p11Fv result.
REPORT OF LABORATORY ANALYSIS
mla repo4 sneu not 6a ragcavwa, except m mn,
Date: 0212412020 08:00 PM without thewGllpn consanl of Pace Malylipnl8eniws.LLC.
Pegs 11 0127
PO Box 228 • Stetesvllle, NC 28687 • 704/872/4697
Page 21 Qf 37

aceAnapical•
— „w.we.h4naprl
gUAIITY CONTROL DATA
Paso Anablleal fiaMeos, LLC
9800lancey Ave. SuilelUO
Rudenville, NC 26078
(7041875-9092
Protect: Lc —_
Pace Profecl No.: 92463883 EpA 82600
526288 Analysis Malhod:
QC Batch: Analysis Description: 82800 MSV TCLP
QC Balch Method: EPA 82800
Associated Lob SemPlae: 92403883001
McMz:. Water
METHOD BLANK: 2WI866
Associated Lab $amples: 92453883001 Blank Reporting
Result Unist Analyzed Castigate
Parameter Units
U9A NO &0 02M4/2016:64
1,1-Dichlomethene ugIL NO 6.0 02114120 16:54
1,2-DlcMarcelheno UgIL NO 5.0 02M412016:54
1,4-Djohloommizene UgfL NO 10.0 0211020 16:54
2-Bujimme(MEK) UgIL NO 5.0 0211412016:54
Benzene uglL NO 5.0 02/14120 16:54
Carbon leUechlodde ugll NO 5.0 0211412D 16:54
Chlorobenzene UgIL NET 5.0 02/1412016:54
Chloroform 1L NO 5.0 02M412016:54
Totmchlotoethug
ene ug)L NO 5.0 02/1412016:64
Trichloloalhene NO 5.0 WIND 18:54
ugfl-
Vinyl chlalde % 103 70.530 02fW2056:64
1,2-Dlchloroelltene-d4 (S) % gg 70130 02/1412016:54
4-Bromo9aorobenzene(S) % 105 67135 0211412016:54
Toluene-d8(S)
LABORATORY CONTROL SAMPLE: 2807055 Spike LCS LCS %Rea
Parameter Units Cane. Result %Rao Limits Qualifiers Ugh 50 59,8 118 70-130
1,1-Dlcietorcelhene n. 50 $0.6 lot 70-T70.130
1,2-Dlchlohmmane UgfL 476 95 BeIA30
Ug4 50
1,4-Dichtorobanzene 100 113 119 84-136.
2-eutanone(MEK) UgIL 55.0 TV 70.530
50 109
Benzene °Bg- 647 70.100
uglL 50 gg 10-130
Carbon tetrachloride ugh 50 49.4
Chlorobanzeng dust. 60 57.3 115 70.190
Chloroform 60 48.9 98 69A30
TatrachloroeU)L 60 thene Uq537 107 10,130
0-
bg 68.9 134 70.131 L1
Trlchloroethene ugh
Vbylc Irde % g7 10.13o
1,2-DlchloroelharmA4 (S) Y 100 07A36
4•BromuOuorobenzone(S) % 100 87.135
Tolusno-d8(3)
2507858
MATRIX SPIKE 8 MATRIX SPIKE DUPLICATE: 2807857 MS MSO MSD MS MSD %Rec
92463993001 Spike Spike MS
Parameter Unite Result Cane, Cone. Result Result %Rec Ye Roe Limits RPD Cued
�— ugh NO 400
400 536 537 134 134 70-154 0
1,1-Dichloroerhena
Recoils pros Pines on this page are In the Vion redlaeUd by
REPORT wlumneaceptwhne an arterials unit is PTO aenhtlto the IIpM of Ihs IeNI.
REPORT OF LA130RATORY ANALYSIS
This rePodaSell not be reproduced, except In lull page 12 of 21
Dale: 021241202005:00 PM wkhma the written corsair of Pecs Marylkal servicos,LLD.
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Page 22 D137

Pace Analytical SOMIC03L LLC
90o0Kerney Ave. Suite 100
Hunlersvllle, NC 26078
aceftlytical • p941eTasoa2
y reJelr.rM
QUALITY CONTROL DATA
Project LC
Pecs project No.: 92463083
2807858
MATRIX SPIKE 6 MATRIX SPIKE DUPLICATE: 2801857 MS MSD
92463993001 Spike Spike MS MSD MS MSD % Roe
%ftec Limits RPD Quel
Parameter Units Result Conc. Conn. Result Result %Rec
1,2•Dichleroelhene uglL ND 400 400 448 452 112 f99 70.133 1
1,4.Dlchlorobeozens ug8. ND 400 400 406 39B 121 99 60.139 2
2-Butanone(MEK) ugf. ND 800 000 969 913 121 116 60-161 6
Benzene ug1L ND 400 400 464 465 116 116 70.151 0
Carbon lelrechlodde ugll. ND 400 400 452 456 113 114 70-143 1
Carbon snzehl ug8. ND 400 400 429 423 107 1% 10-138 1
uglL ND 400 400 494 470 123 117 70-139 5
Chlorolorm NO 400 400 494 470 98 103 59-143 5
Tetrachloroelhena ugIL ND 400 400 448 447 112 112 ]0 147 0
Trichloroslhene uB�LL ND 400 400 660 649 140 137 70-166 2
Vinyl chloride 9 96 99 70-130
1,2•01chlomelhane-d4(S) % 105 102 70,130
4-DromoOuorobenzene(S) % 10f 100 67-135
Toluene-d8(8)
a..ml. P e ,m.a an me pa4.,r. m m. emi. mmcnea by u,o °untie• emomnexc.plwnve an num,l. anti 1. pncmleatom. naht m rm,e,ml.
REPORT OF LABORATORY ANALYSIS
This repen dull not be repreanced. except In full. page 13 of 27
Date: 021241202005:09 PM without the wntlen consent of Pace Analytical Services,LLC.
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Pege 23 of 37

aceAnalytical
( I xw.pacdes7.9e12
QUALITY CONTROL DATA
Pro)bcl; LC
pace Project No.: 92463863
QC Balch: 625242 Analysts Method: EPA 6061E
Analysts Description: 8081 TCLP Pesticides RV
QC Batch Method; EPA3510C
Associated Lab Samples: 92463883001
METHOD BLANK: 2806013 Matrix: Water
Associated Lab Samples: 92463883001 Blank Reporting
Parameter Units Result Limit Analyzed QualiOers
ug1L NO 3.D 0211512010:55
Chkadzno(Technical) uglL Np 0.50 02115t2010:55
Enddn U91L NO 0.50 02/15/20 10:66
gamma-SHC (Undone)U91L
NO 0.50 021151'10 V155
Heptachlor lL NO
O.SD 0211512010:65
Hug
eplachlor epoxide U91L NO 1000 02/15/2010;65
Mathoxyug1L NO 3.0 02M5120 10:55
Toxaphene % 59 ioA36 02/15120 10:55
Decachll(S) % 61 10-110 02115120 10:55
7etrachlor0rom-m.xyle-xylene (S)
Pace Malyucal SeMces, I,LC
9e00 KlnceyAve. 6011e too
Huntersullle, NC 28078
[phone]
1ABORATORY CONTROLSAMPLE: 2007438 Spike LC9 LGS Ye Rac
Parameter Units Cone. Result ARec LiIn Quallfers
ug/L 1.2 0.89 66 2D-134
Enddn 2 0.74 60 20-110
gamma -RHO (Undone) �a2 1 1 2 016 60 20-142
Heptachlor U91L 12 0.76 61 22.133
Heptachiids uglL 3.6 2 5J OB 44.150
MalhoxychI0T hlor % 60 10.138
Decochicroblphenyl(S) % 81 10-110
Tahachlorem.xylens (8)
2867440
MATRIX SPIKE 6 MATRIX SPIKE DUPLICATE: 2RO7439 MS MSD
92463883001 Spike Spike MS MSD MS MSD %Rac
Parameter Units Result Cone. Cane. Result Resell %Rae %Rao Limits RPD Qual
Enddn ugA NO 1.2 �1.2 0.71 0.63 57 50 21-733 12
ugll NO 12 1.2 0,71 0.69 62 55 24-119 11
gamma-BHC (Undone) NO 1,2 1.2 0.71 0.67 6C 59 i6-12B 5
HeplaI uglL NO 12 12 075 0.66 60 53 50-160 13
Heplachlar opoxide ugIL 61 50-150
Melhoxychlor ug1L NO 3.6 3.8 2AJ 2.3J 03
46 42 10,138
pecachloroblphenN(5) % 56 55 10.110
Tstrachlar0-MI (S) %
neemu p uemea oa Inls aeaa en m me amh mamma ay mrow.•.am•n e.aealwh..e.n di.ma. ami 1. a.•+•m.a m m. a9m mlm...mi.
REPORT OF LABORATORY ANALYSIS
This rayon shad nol be eeprodueed, amepl In lull. Page'14 0127
Date: 0212412D2005:09 PM without the Wron consent of Pace Analylieal SSNKa6, 1.1.0.
p0 BOX 228 a Statesville, NC 28687 • 70A/872/4697
Page 24 of 37

�. ace Analytical
.1seJsll.s4n
ProJecl; LC
Page Project No.: 924B3883
QC 0atch: 624373
qC Oatch Method: EPA3510C
Associated Lab SOMP1e5: 92463883001
METHOD BLANK: 2803157
Associated Lab Samples: 92463883001
Parameter Units
PCB
-1016 (Arocbr 1016)
CB-1221(Aredor 1221)
PCB-1232 (Aroclor 1232)
PCB4242 (Amolor 1242)
PC8-1248 (ArOCIOr 1248)
P08-1254(Amolor 1254)
PCB.1260 (Avocior 1260)
Decachlombiphenyl (8)
troll.
vgIL
ug1L
ug/L
troll.
uglL
ug1L
%
gUA41TY GONTROL DATA
Analysis Descrfpllan: BOB2 GCS PCB
Maldx: Water
Limit
Blank Reg
RasUll Limit Analyzetl Qualifiers
NO 0.60 02112/2010:47
ND 0.50 02M212010:47
NO 0.50 021212016:47
NO 0,60 02112/2016:47
NO 0,60 021212016:47
NO 0.60 02/12020 10:47
ND 0,50 02112120 16:47
92 10430 021121201 .47
Face Ansly(TUISO C iLLC
9aDa wnauy Ave. aWle 100
Hunlersvllle, NO 25070
[phone]
LABORATORY CONTROL SAMPLE: 2803158 Splke LCS LCS %Rec
Perameter Units Came, Result %Rec Limits Qualifiers
2.7 54 41-130
PCB-1016 (Arodor 1015) u9IL 5 4.2 65 42.130
PCB-1260 (ArOCIOr 1260) ugll. 6 77 10.130
Oecachloroblphenyl(S)
MATRIX SPIKE SAMPLE: 2803159
92464777001 Spike MS MS %Rec
Parameter Units Result Cone. Result %Rae Limits
Qualifiers
No 5 2A 49 W30
PCB-1018 (AfeCIO11016) troll.
PCB4260(Aroclor 1260) vi NO 6 4.0 80 10-130
% 02 0-130
Docadlloroblphenyl (3)
SAMPLE DUPLICATE: 2803160
Parameter
Face Ansly(TUISO C iLLC
9aDa wnauy Ave. aWle 100
Hunlersvllle, NO 25070
[phone]
LABORATORY CONTROL SAMPLE: 2803158 Splke LCS LCS %Rec
Perameter Units Came, Result %Rec Limits Qualifiers
2.7 54 41-130
PCB-1016 (Arodor 1015) u9IL 5 4.2 65 42.130
PCB-1260 (ArOCIOr 1260) ugll. 6 77 10.130
Oecachloroblphenyl(S)
MATRIX SPIKE SAMPLE: 2803159
92464777001 Spike MS MS %Rec
Parameter Units Result Cone. Result %Rae Limits
Qualifiers
No 5 2A 49 W30
PCB-1018 (AfeCIO11016) troll.
PCB4260(Aroclor 1260) vi NO 6 4.0 80 10-130
% 02 0-130
Docadlloroblphenyl (3)
SAMPLE DUPLICATE: 2803160
Parameter
Units
9246429-0001
Resell
Dup
Rosull RPD QualiOars
PC54016(Arodor 10164
UgIL
NO
NO
ND
PCSA221 (Aroclor 1221)
troll.
ND
N
N
PCR,1232(Arodor 1232)
coil.
NO
NO
PCB.1242 (Arocior 1242)
uglL
NO
N
PCB-1248(Aracbr 1248)
ug/L
NDO
NO
PCS,1264(Arocbr 1254)
uglL
No
ND
PCB-1260(Amster 1260)
uglL
Decachlorobiphenyl(S)
%
84
85
Rosvlln pie enle4 onlhn DeBe ere In the coil. rn4lcatea by Ue "UBII>"column exe<prwFere en eeemare uNlll plesemee to the sIBM of Inc swell.
REPORT OF LABORATORY ANALYSIS
TFle repod shall Mlle raproJucetl, exceplin Nll. pa 150f 7.7
Dab: 02124/202005:09 PM without the wriam consent 0(Pace Analyllcal serviseeI LlC. 9e
PO BoX 228 • Statesvlll8, NC 28687 • 704/872/4697
Page 25 of 37

aceAnalytical•
rw.vlaweteea
QUALITY CONTROL DATA
Pro)ecl: LC
Pace Project No.: 92463883
OC Belch: 526243 Anelysls Method: EPA 8082A
QC Batch Method: EPA3510C Analysis Description: 0002 TCLP PCB RV
Associated Lob Samples: 92463883001
METHOD BLANK: 2800013 Matrix: Water
Associated Lab Samples: 92463883001 Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
PCB•1016 (AlOclar 1018) ugll- ND 1000 02/15/2015:03
1000 02116/20 15:03
PCB-1221 (Aroclor 1221) ugh. NO
PC8-1232(Aroclor 1232) uglL NO 1000 02115Y2015:03
PCB•1242 (Aroclor 1242) US& NO 1000 02/1512016.03
PCB•124B(Aroclar 1248) ug0- NO 1000 02116/2015:03
PCB4264(Araclar 1264) ug/I. NO 1000 0211512016:03
PCB-1260(AfOctOr 1260) ug/L NO 1000 02JI6120 15:03
Dawchlorgbiphenyl(8) % 50 10.132 02/16/20 15:03
peas Analytical Sorylcas, LLC
90 in Kaxey Ave. suits 100
HunlersvNa, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 2807441
Spike LCB LCB % ftec
Parameter units Conc. Result %Rec Limits Qualifiers
PCB-1016(Aroclor 1015) uglL 25 NO 66 38-t13
PCBA260 (ArOclol 12110) uglL 25 NO 48 35.120
Oacachloroblphenyl (Sj % 49 10-132
MATRIX SPIKE &MATRIX SPIKE DUPLICATE: 2807442 2807443
MS MSO
92463883001 Spike Spike MS MSD MS IVIED %Rec
Parameter Units Result Cone. Conc, Result Result %Rec Y, Roo Limits RPD Qua,
PCB-1016 (Aroclor 1016) u91L NO 25 25 NO NO 79 50 19-142
PCB-1260 (Aroclor 1260) ug1L NO 25 25 NO NO 60 4a 10-132
oocachloroblphenyl(8) %
numl pyamaaa„mup=seen In m. umta memmasrma^wna^<•wmn.xuPiwmre+n nwaae aanuPraom.ela m, nem.nn.l..ap.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In lull.
pale: 0212412020 OS:Og PM
without Ne writlan cement of Pace Analytical 3awices, LLC. Page III g127
PO Box 228 •Statesville, NC 28687 • 704/872/A697
Page 26 0137

aceAnalytical •
annrgtolnr.s4n
QUALITY CONTROL DATA
Protect: LC
Pace Project No.: 92463883
OC Balch: 525179 Analysts Method: EPA 0270E
OC Balch Method: EPA3510C Analysis DeswiplCHI: 9270E TCLP MSSV
Associated Lab Samples; 924638830D1
METH00 BLANK: T806813 Maulx: Wafer
Assoclelad Lob SemPIGS: 92463883001 Blank Reporting
Parameter Units Result Limit Analyzed Du9118e7s
i,4-Dlchlorobenzene UgIL NO 60.0 02/14/20 74:38
2145-TAc1110rophenal ugg- NO 50.0 02114/20 14:36
2,4,6.Tdchtorophonol UgIL NO 60.0 02114120 14:36
2,4-Dinthritoluens unit- NO 60.0 0211412014:36
2-Methylphre ol(o-Creaol) UgIL NO 60.0 02114/2014:36
384-Melhylphen0l(rn8p Cresol) ug/L NO 60.0 02114/20 14:36
Hexachloro-1,3•buladlene ug)L NO 60.0 02/14120 14:36
Haxachlorobenzena uglL NO 50-0 07/14/20 14:36
Hexechloroathane uglL NO 50.0 02114120 14:36
Nitrobenzene uglL NO 50.0 0211412014:30
Penlachlorophenol ugA. NO 100 02/14120 14:36
Pyridlee UgIL NO 50.0 02114/2014:36
2,4,6-Trlbromaphen0l(S) % 68 27AD0 02/14/20 %36
2•Fluarablphenyl(S) % 48 13.707 02M412014:36
2-Fluamphenal(5) % 25 10.11g 02M412614`:36
Nillobanzene-tl5 (S) % 51 12.102 02114120 14:36
Phen0bd6(S) % 16 10AID 02M412014:36
Terphanyl-d74(8) % 104. 21.132 02M4120 74:36
LABORATORY CONTROL SAMPLE: 2607146
Parameter
tA-Dlchlorobanzene
2.4,6Tdchl0rophend
2,4,6•Tdchlor0phenol
2,4-Dinurololuenu
2.Malhylpherol(u-Cresol)
384-Melhl4phenol(m6p Cresol)
Hexachloro-1,3-buladlene
HexachlDrebenZane
Hexechlorcelhene
Nitrobenzene
Penlachlomphenal
Pydalne
2,4,6•TrlbmmoPhDno4 (S)
2•Fluorobiphenyl(S)
2•Fluorophenol(8)
Nilrobenzeoe-tl6(S)
Phenobd6(8)
Terphanyl-dt4(3)
Repulls q,erennd on lhn pepo pre lnlM unite lndlcalee by lM1e "Unga"column evca0l wha,p an dlamela volt is lne r4eull.
pnppnlee la lM1e �IpM1l pr
Units
Pace Anaboopl scorlces, LLC
BBODKincey Ave. Suite 1a0
HunleravilOp NC 28018
[phone]
% Rec
LMils OUaliOars
ug/L
UgIL
atilt-
uti1L
atilt
UgIL
UgIL
UgIL
UgIL
ug/L
atilt.
ug1L
%
%
Spike
Conc,
LCS
Result
LCS
%Rea _
500
205
41
Boo
212
04
600
266
63
600
50(1
100
500
173
35
500
158
32
500
192
38
Soo
465
93
Soo
196
39
Soo
241
48
1000
1020
102
600
116
24
719
46
26
50
17
105
REPORT OF LABORATORY ANALYSIS
This report snail nut he mprotluced eawpl In Nll.
Date: 02/24/2020 05:09 PM wilhatt Me mitten consent of Pace Analyeral services.LLC.
10.110
39.108
40.104
0.2.109
31.7f0
30.110
0.110
39.121
0.110
32-101
8-108
0 110
2r-t08 so
3-t07
0-11D
2-102
a-110
21-t32
Pe90 17 0127
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 27 of 37

aceAnalytical•
lrxw.)ttthht.epa
QUALITY CONTROL DATA
Protect; LC
Pace Project No.: 92463083
QC Batch: 526621 Analysis Mel hod: EPA 1010A
QC 6alch Method: EPA1010A Analysis Description: 1010 Plash Paint, Closed Cup
Associated Lab SamPle6: 92463083001
SAMPLE DUPLICATE: 2809465
Parameter Units
Flashpoinl deg F
Result
01 Result
Rasull Resell RPD QUO Were
>200 >200
Peca Anahllcal arm so LLC
99001(Incey Ave. 6U11e 100
Hunlcrsvlge, Nc U078
(704197&9092
RvwlltP rtnlvtl an lM ie inlhe Unlle MtlletUa bYlnv UNIe"column tavtPtwM,e to ellnrnvly p,dlly pre.enled to lM ne for lM1e reaull.
t p.eva
REPORT OF LABORATORY ANALYSIS
ims repodsnan nUl fie repro6acea, oetPpun nm.
Date: 021241262005:09 PM v411wut the vailten consl al Pece Analytical SPrviwe.LLC.
Page 1 a c127
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Page 28 of 37

MAnalyticai•
vw.parellNxan
QUALITY CONTROL DATA
Paee analytical 6mvlces, LLo
9000 Kincey Ave. guile 100
Humelselle, NO 20070
/7041070 9092
Project: LG
Pace Project No.: 92463D03 —�
QC Batch: 525376 Analysis Method: EPA9045D
QC Balch Melhod: EPA9045D Analysis Description: gD45 PH
Associated Lab Samples: 9Z163603001
SAMPLE DUPLICATE: 2808235 92465153001 Dup
Parameter Units Result Result RPD Qualinera
pH e125 Degrees G
Sid, Units 0.8 6.9 1 H3
SAMPLE DUPLICATE: 2808236 82d63701010 Dup
Parameter Units Result Result RPD Qualifiers
pH at 25 Degrees C Sid. Units 5A 6.0 1 H3
Rve Ile preeenletl on mh peps are In Invanee indlulee ay Ina"Untie" eoNmn exeeplwM1ore en ellernele un1l le vreeenlee Io Ina .lent of me residr,
REPORT OF LABORATORY ANALYSIS
This ropad wall nal ea reprotluceQ except in lull, p0 e19 of 27
Date: 021241202005:09 PM wrnou thewrilloncunsoreol Pace Analytical6ervlcesI LLC. 9
PO 8Dx 228 •Statesville, NC 28687 • 704/872/4697
Page 29 of 37

IAnialyticarce
Nxx.)lcllllv.cxe
Prolem LC
Pace Project No.: 92463883
QC Balch: 625378
QC Batch Methe0: EPA0095B
Associated Lab Samples: 92463883001
QUALITY CONTROL DATA
Malysis Description: 9085 PAINT FILTER LIQUID TEST
SAMPLE DUPLICATE: 2000241 92403877001 Dup
Parameter Units Result Result RPD Queli ers
Free Liquids Fell Fall
pace AnalyllCxl SoNICes, LLC
4800KIncey Ave. Suite tO0
Hunletsvllle, NC 20078
17041875-9092
Recalls prevenNtl on Nn papa are to the unite Intllrelea by IM1a"Unlit" column eeecptwM1ara en atunele unit if preelnlea to IM1r rlehl al IM1e result.
REPORT OF LABORATORY ANALYSIS
This report shall nolbe reprotlucM, except In Ir10,
Date: 02124/202005:00 PM v4thout the rvriuen ronaenf of Pars Analytical Services. LLC.
Pape 20 0127
p0 Box 228 •Statesville, NG 28687. 7OA/872/4697
Page 30 0137

ace Analytical"
tll M
QUALITY CONTROL DATA
Pro)acl: LC
Pace Project Ni 92463833
WC Batch: 382926 Analysis Malhod: EPA9014
QC Batch Method: SW-8487-3.3.2 Analysis Description: 733C Reactive Cyanide
Associated Lob Samples: 92463883001
METHOD BLANK: 1856706 Mabin; Solid
Associated! Lob Samples: 92463883001
Blank Rep0ning
Parameter Units Result LTmil Analyzed Qualifiers
Cyanide, RaecBve mglkg ND 1.0 02111/20 17:11
Pace AnelyBcal sawkes, LLC
9800 Klncey Ave. Suite lea
Humersville. NO 2W78
[phone]
lAeORATORV CONTROL SAMPLE:
Parameter
1$56797
Units
Spike LCS LCS
Conn. Result %Roc
%Roc
Limits Qualifiers
Cyanlda, Reactive
mglk9
[ODNO 0
0.8
SAMPLE OUPLICATE: 1858957
Parameter
Units
30349063001 OUP
Result Result RPO
.Qualifiers
Cyanide, Reactive
m91](1)
NO NO
aasuln PreeenNd an Ilile Peee are In the prJla lndlpelea by IFe "Unite" cplmm� escePlwhem an slNmels poll le plesenlea to IM ripN al IFe reaull.
REPORT OF LABORATORY ANALYSIS
Tms reppn sM1011 not be reproduced, axoopl In lull,
Oata: 021241202006700 PM wki Na written consent of Paco Analytical 6ervlces,LLC.
Page 21 0127
PO Box 228 a Statesville, NC 28687 e 700./872/4697
Page 31 0(37

aceMalytical•
npwee.epm
QUALfTY CONTROL DATA
Pro(ed: LC
Pace Pmject No.: 92463883
OC Batch: 3B2925 Analysts Mothed: SM 4500S2F-2011
QC Dutch Method; SW-840 7.3.4.2 Analysis Description: 734S Reactive Sulfide
Associated Lab Samples: 02463883001
METHOD BLANK: 1855792 Matrix: Solid
Associated Lab Samples: 02463883001
Blank Reporting.
Parameter Units Result Limit Analyzed Qualifiers
Sulfide, Reactive mglkg ND 10.0 02y1072018:57
PaaO Analnlcal service:, LLC
eea0 Klncey Ave. Suite led
Runtersvuie. NC 28078
[phone]
LADORATORV CONTROL SAMPLE: 7865793
Spike LCS LCS %Rec
Parameter Units Cone. Result %Rea Limits Qualifiers
Sulfide, Reactive mgikg 200 36.0 18 0.52
SAMPLE DUPLICATE: 1856951 30348053001 Dup
Parameter Units Result Result RPD Qualifiers
sulfide. Reactive mglkg NO No
Paauaa praeanntl on INa Papa Grain IM voila Inalealea OY lee "unite' eolumn saeprwMre en elnrnaN volt la proxMea to Ina rIBM of IM1e result.
REPORT OF LABORATORY ANALYSIS
This report snail not be reproduce:, except in full,
Date: 021241202005:09 PM whiroi4tbe written consent orvace Analylicalserv¢eeI LLC,
Page 22 0127
PO Box 228 •Statesville, NC 28687. 704/872/4697
Page 32 of 37

Pace A nali?Mal 50Nices, LLC
9Baekincey Ave. Suite too
ace Analytical " 28078
(104)0759092
c92
vw,rpardab[.[an
QUALIFIERS
Pralecb LC
Pace Project No.: 92453883
OEFINITION3
DF - Dilution Factor, It reposed, reprosems the factor applied to the reported data due to dilution of the sample aliquot.
NO - Not Detected at or above adjusted reporting limit.
TNTC -Tao Numerous To Count
J - Estimated conconlralion above the adjusted method detection limit and below the adjusted reporting limit.
MOL- Adjusted Method Detection Limit.
PQL - Practical Quantitalion Limit.
Ra ioing Li anal Thlowest e
a specific mmrlxon value that meats project requirements for quantitative data with known precision and
bias sp
ecific y e
S-Surrogate
1,2-Dlphenylhydrozlne decomposes to and cannot be separated f[om Azabenzene using Method 8270. The result for each acolyte is
combined concentration.
Consistent with EPAguldetines, unrounded data are displayed and have been used to calculate % recovery and RPO values.
LCS(D) - Laboratory Conlml Semple (Duplicate)
MS(D) - Matrix Splice (Duplicate)
OUP - SamPle DUPilcate
RPD - Relative Percent Difference
NC - Not Calculable.
SG, Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroelhylvinyl ether.
A separate vial Preserved to a PH of 4-5 Is recommended In SW846 Chapter for the analysis of Acrolein end Acrylonliale by EPA
Method 8260. Neenecombinedcopo !l lion.mcannot be separated from Olphenylamine using Method 8270. The result reported to
each r
Pace Analytical Is TNI accredited. Contact your Pace PM for the current list of accredited analyles,
TNI - The NELAC Institute.
LABORATORIES
pAN Pece Analytical National
PAST -A PecriAnolylical Services -Asheville
PAST-C PaceAnalylical Services - Charlotte
PASI-PA Pace Analytical Services - Greensburg
ANALYTE QUALIFIERS
1g Sample bailed over at 200F
H3 Sample was received at, analysis requested beyond the recognized method holding lime.
L1 Anelyle recovery in the laboratory control sample (LCS) Was above QC limits. Results lorlhls anaiyla In associated
samples may be closed high. pled based on laboratory Contra[ sample ILCS ) recovery.
MI Matrix spike recoveryexceeded OC limits. perch acts
so Surrogate recavery outside laboratory control limits.
REPORT DF LABORATORY ANALYSIS
rnia r°Pon anon col 5s reweauseo, exnePt In rmt
Date: 021241202005:00 PM witaca[he writien consent of Pace A CSY1 al SaMceS.LLC.
Page 23 of 27
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Page 33 of 37

aceAnalyticai•
( wvtrdleuan
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Protect: LC
Pace Project No.: 92463003
Lab ID
Sample lD
92463883001
200204,49,01
LC,
92463883001
200204,49,01
LC,
92463083001
200204.49.01
LC.
92463BO3001
200204,49,01
LC.
82463883001
200204.48.01
LC,
92463883001
200204.49,01
I.C.
92463883001
200204.49.01
LC,
82463883001
200204,49.01
LC.
92403883001
200204.49.01
LC,
92403883001
200204.49.01
LC,
92463883001
200204,49,01
LC.
92463883001
200204.49.01
I.C.
924038830D1
200204.49,01
LC,
Oale: 0212412020 05:09 PM
pace AnalyllCal Satvlces, LLC
9800 aiuey AvO. Suite IN
IWnlersvllle. NC 28WO
(700075.9092
CC Batch Method
QC Balch
Analytical Method
Analyllcal
Batch
8161A
1426755
EPA0151A
1426765
EPA3510C
526242
EPA80818
525346
EPA3510C
524373
EPA8082A
524604
EPA 351DC
626243
EPA8082A
526347
EPA 3010A
525225
EPA60100
525233
EPA 7470A
525226
EPA7470A
625474
EPA 3510C
526179
EPA 8270E
525364
EPA 82601:11
525208
EPq 1010A
826621
EPA 9046D
525376
EPA9095B
525378
SW8467.3.3.2
382926
EPA9014
383218
SW-8467.3A.2
382925
SM 4500S2F.2011
383217
REPORT OF LABORATORY ANALYSIS
This repa6 snail apt ee lepmducetl, except In lull.
wilnW I Ins w411en consent cl Pdce AnalyUcatOervices,LLO. page 24 0127
PO 80x 228 •Statesville, NC 28687 • 704/872/4697
Page 34 of 37

L€10 99 060d
L69V/ZL8/VOL • L898Z A `allhsaje38 . 8ZZ x09 Od
�Y'
t4.
U
t-.
z
§ r
s t
A
�
N
eta
l
It
i
gg
9f 't�+�-���
� �5 �v8
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i4.
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as��
3
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a>r k�,-:-'may.
VI
Ir
f
y
EG
'y1
a
In
it
�e
,a
(�C
F
a
%
$
6°Yd
h
CD
-
am
ua---
'

L£ lO 9£ 060d
L69b/ZL91VOL a L899Z JN 'apJASale1S 0 SZZ X08 Od
/,Z IB az e6ed
Laboratory receiving samples:
Asheville ❑ fden0 Greenwood ❑ Huntersvllle Holelghu MechenlcBvllle�
3 Client Name: ,a prp)Bcl Wl �`�•' • 9246388
PKI TIH• Rut, D►t►t 02/19/20
Causles; F,Id E. pUPS USPs Cnp^r CUENTI 92wStst►►vst
[ICommercial a a,,,/y/ Other:_ /
Custody Seal Prasen[7 QYes kyPlo Seals lnlacli ,[..]LY/as n(r7/ 0ale(minaIs PeNan examinees Con
Packing Materiel: [Bubble Wrap []Bubble gags 6NO,a Olhel Blolagltal Thsue [AOlen7
Qyes [No 91A
Thermometer: �����������yy Type Of Ice: Wel ❑Blue I]None
13IAsnnlD;-92Taaaa—
CaoineTempi'C)1 I�' Correction Factor: Add/Subtract IT) O.O•C Tempi uld be above Creating to 64C
Cookie Tlmp COIIltUd l'qr ll.� amples out at lamp uInfla. Samples on lee, cooling placili
hasbegun
_ USDA_ftegulaled 4oII IQ N/A, witerlamplel — —'--'
DM I it I I quaranllne ron0 wllFln lheUnlled SUler CP NV aISC ltheeNmaps)1 IlldudIag Htarlgm° °�lnleamsionany,^—
fimp e
Indu►n Nmal and Pu¢rlo 0.k0)7 ❑Yet QNo
Yes No
comments aucre an¢
Chain of Cuslod Present Y s No N/A
Sam lea Anthers within Hold Time?
ON
NA
Short Hold Here Anal sit477 LOT,)?
Yn
INNp
E3%
Rush Turn Around Time Be 'nettedi
❑Np
Sufficient Vplumai
Y
No
N/A
Correct Containers Used?
❑No
❑N/A
6.
.Pace Containers Used?
y
NoN
A
Containel Wait?
yes
L3no
Z
7.
Dissolved irsaisis: Samref field Fillemdi
Sample labels Match COCI
Yes
[4]Yes
n4
No
N/A
❑w/A
B.
9.
SQjl',?1 15 �^���.stnq on coe
.Includes Date/lime/lD/Anal fls Matrla:
flea she ace in VOA ViaisaS,6mm7
No
A
10,
Trip Blank Present?
❑Yo
ONo
U.
Trip Blankfurtod Seals Present?
No
/A
fpMMFNTd/dPMPIE DISCREPANCY ?told Pala R<ealcedl VY¢s WNo
�— lot 10 of spilt containers:
CIIENT NOTIFICATION/RESOSUTION
Person contacted: DAIe/Time:
Project Menagar SCURF Review: Date:
Project Manegor SRF Review;
r Dow , .—

LC 10 LC aged
L69b/ZL8iv0L a L898Z :)N 'allIASOJOIS a SZZ X08 dd
LZ to LZ eaud
DOcument Name:
Da[umenl Ppvlsed: Febluaty ], ]O1B
cpAna JCAI
Sample Condition U ne Recolot(SCURI
Pate ]of F
Document No.:
lasulmr Authority:
F•CAgdS6D33•acyas
Pace Oasalinas Quality Office
'Check mark tap hall of boX If pH end/or dechlorinatlon Is
verlfled and within the acceptance range for preservation
samples.
Eacrmuow VOAj Calllorm, TOC, oil and Greater 000/80151Waled DDC, LLNa
e•nottom half of bog Is to list number of bottle
Protect N w0# a 924658$3
TDu• D�lol 92/19/20
PM, IN
C41ENT1 92-SRdovll
ago
on
ISO
a
Is
M
so
14
on
aon
■
8
on
ai
pH Adjustment Log for Preserved Sample:
Sample lD
Type of Ple[trVellve
PN UPan fetelpl
Bala Pieaervallpn adlufled
Tlma praaprveilon
atlhntd
Amaunl alPrnefvaltve
added
leltl
Nate: Whenever there If a tllsct¢pancy ane[Ilna Nalmcafpxna comDllanae fampias, a aavv e, urn m„v •„n
Dul of hold, incorrect prasarvnave, out olkmp, rmarretl <anNlnera.

ointV®
W��-ANALYTICAL
6/19/2020
Southern Soil Builders
Dennis Key
958 Hoots Road
Roaring River, NC, 28fi69
Ref: Analytical Testing
Report Number: 20-164-0005
Project Description: Lincoln Co
7621 Whitepine Road, Richmond, VA 23237
Mafn 804-743-9401 °Fax [phone]
www.way po i nta Holy ti ca I.co m
Dear Dennis Key:
Waypoint Analytical Virginia, Inc. received samples) on 6112I2020 for the analyses presented in the following
report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method. Sub -contracted testing is noted on the Sample Summary Table
if applicable.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters (NELAP and non-NELAP) were performed in accordance with guidelines established by the USEPA
(including 40 CFR 136 Method. Update Rule May 2012) and NELAC unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
P� ray
Pauric McGroary
Agronomist
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 7

�n 7621 Whitepine Road, Richmond, VA 23237
Waypoi■ ■�. MaIn 804-743-9401°Pax 804-271-6446
ANALYTICAL www.waypolntanalytical.com
Sample Summary Table
Report Number: 20-164-0005
Client Project Description: Lincoln Co
Lab No Client Sample ID Matrix Date Collected Date Received Method
Lab ID
72625 Lincoln Co Solids 06/10/2020 12:30 06/12/2020
72625 Lincoln Co Solids 06/10/2020 12:30 06/12/2020 SM-4600-NH3C WP MTN
72625 Lincoln Co Solids 06/10/2020 12:30 06/12/2020 9046D
WP MTN
72625 Lincoln Co Solids 06/10/2020 12:30 06/12/2020 4500NO3F-2011 WP MTN
72625 Lincoln Co Solids 06/10/2020 12:30 06/12/2020 6010D
WP MTN
72625 Lincoln Co Solids 06/10/2020 12:30 06/12/2020 SW-7471B
WP MTN
72625 Lincoln Co Solids 06/10/2020 12:30 06/12/2020 SM-4500-NH3C-TKN WP MTN
72625 Lincoln Co Solids 06/10/2020 12:30 06/12/2020 SM-2540G
WP MTN
WP MTN -Memphis, TN: Waypoint Analytical -TN, Memphis, TN
Page 2 of 7

ffrr�� �i�iT 7621 Whitepine Road, Richmond, VA 23237
WaypOl ■ ■ fir. Main 804-743-9401 °Fax [phone]
ANALYTICAL www.waypointanalyHcal.com
46381
Southern Soil Builders Project Lincoln Co
Report Date : 06/19/2020
Dennis Key Received : 06/12/2020
958 Hoots Road Information
Roaring River , NC 28669 P��o m` GPe"'�
Pauric McGroary
Report Number :20-164-0005
REPORT OFANALYSIS Agronomist
Matrix: Solids
Lab No : 72625 Sampled: 6/10/202012:30
Sample ID :Lincoln Co
Results Units MQL DF Date /Time By Analytical
Test Analyzed Method
Moisture 97.4 � 0.010 1 06/17/2017:27 ADM SM-2540G
Results Units MDL DF Date I Time By Analytical
Test Analyzed Me[hod
( 33000 mg/Kg-dry 962 1 06/19/2011:30 JP] SM-4500-NH3C
Ammonia Nitrogen
Nitrate+Nitrite-N
229 mg/Kg-dry 185 1 06/18/2015:47 2BD 4500NO3F-2011
Organic N
57700 mg/Kg-dry 9620 1 06/19/2010:00 CALCULATION
7 3 s u. 1 06/1$/20 06:05 JSL 9045D
pH % 0.010 1 06/17/20 17:27 ADM SM-2540G
Total Solids 2.61
Total Kjeldahl Nitrogen BB500 mg/Kg -dry 9620 1 06/19/20 10:00 ]P] iM-4500-NH3C TKP
Phosphorus
20900 mg/Kg -dry 192 1 06/17/20 17:50 T]S 6010D
Aluminum 10600 mg/Kg -dry 192 1 06/17/20 17:50 T]S 6010D
Arsenic
<19.2 mg/Kg -dry 19.2 1 06/17/20 17:50 TJS 6010D
Calcium
13700 mg/Kg -dry 1920 1 O6/17/20 17:50 TJS 6010D
Cadmium
<3.85 mg/Kg -dry 3.85 1 06/17/20 17;50 T]S 6010D
Chromium
24.1 mg/Kg -dry 9.62 1 06/18/20 22:29 JIR 6010D
Copper
286 mg/Kg -dry 19.2 1 06/18/20 22:29 ]TR 6010D
Iron 16100 mg/Kg -dry 385 1 06/17/20 17:50 T]S 6010D
Lead 14.4 mg/Kg -dry 11.5 1 06/17/20 17:50 TJS 6010D
Magnesium 3550 mg/Kg -dry 192 1 06/17/20 17:50 Tl5 6010D
Manganese 442 mg/Kg -dry 19.2 1 06/18/20 22:29 JTR 6030D
L Limit Exceeded
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Page 3 of 7

Waypoint.
ANALYTICAL
46381
Southern Soil Builders Project Lincoln Co
Dennis Key
958 Hoots Road Informa0on
Roaring River , NC 28669
Report Number :20-164-0005
Lab No: 72625
Sample ID :Lincoln Co
Test
Mercury
Molybdenum
Nickel
Potassium
Selenium
Sodium
Zinc
Sulfur
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 °Fax [phone]
www.waypo i n to n a lyfi cal.com
REPORT OFANALYSIS
Results Uniis MOL
Report Date: 06/19/2020
Received : 06/12/2020
P m` ��"�
Pauric McGroary
Agronomist
Matrix: Solids
Sampled: 6/ SO/2020 12:30
DF Date/Time ey Analytical
Analyzed Method
1.03 mg/Kg -dry 0.592 1 06/18/20 11:57 DDB SW-74718
10.8 mg)Kg -dry 9.62 1 06/17/20 17:50 T]S 6010D
46.5 mg/Kg -dry 9.62 1 06/17/20 17:50 T]S 6010D
5080 mg/Kg -dry 385 1 06/17/20 17:50 TJS 6010D
<19.2 mg/Kg -dry 19.2 1 06/17/20 i7:50 Tl5 6010D
36300 mg/Kg -dry 962 1 06/17/20 17:50 TJS 6010D
727 mg/Kg -dry 48.1 1 06/17/20 17:50 TJS 6010D
9920 mg/Kg -dry 385 I 06/17/20 17:50 T]5 6010D
Qualifiers)
DF
Dilution
Factor
Definitions
MQL
Method
Quantitation Limit
L Limit Exceeded
Page 4 of 7

Wa oint�®
Y-ANALYTICAL
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 °Fax [phone]
www.way p o i nta n a lyti ca l.com
Client: Southern Soil Builders CASE NARRATIVE
Project: Lincoln Co
Lab Report Number: 20-164-0005
Date: 6/19l2020
Metals Analysis Method 6010D
Sample 72652
Analyte: Aluminum
QC Batch No: L497167
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Analyte: Calcium
QC Batch No: L497167
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Analyte: Iron
QC Batch No: L497236
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Analyte: Potassium
QC Batch No: L497167
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Analyte: Sulfur
QC Batch No: L497167
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Page 5 of 7

Waypoint
ANALYTICAL
7621 Whltepine Road, Richmond, VA 23237
Main 804-743-9401 °Fax [phone]
www.waypotnta na lytical.com
Shipment Receipt Form
Customer Number:46381
Customer Name: Southern Soil Builders
Report Number: 20-164-0005
Shipping Method
Fed Ex � US Postal !� Lab � Other
(� UPS � Client [� Courier Thermometer ID:
Shipping container/cooler uncompromised? � Yes !� No
Number of coolers/boxes received
Custody seals intact on shipping container/cooler? (� Yes � No � Not Present
Custody seals intact on sample battles? Q Yes (� No � Not Present
Chain of Custody (COC) present? � Yes (� No
COC agrees with sample label(s)? � Yes (� No
COC properly completed � Yes � No
Samples in proper containers? � Yes (� No
Sample containers intact? � Yes � No
Sufficient sample volume for indicated test(s)? � Yes � No
All samples received within holding time? � Yes (� No
Cooler temperature in compliance? !� Yes � No
CoolerfSamples arrived at the laboratory on ice. � Yes � No
Samples were considered acceptable as cooling
process had begun.
Water -Sample containers properly preserved � Yes � No � N/A
Water -VOA vials free of headspace !� Yes � No � N/A
Trip Blanks received with VOAs � Yes � No � N/A
Soil VOA method 5035 —compliance criteria met � Yes (� No � N/A
High concentration container (48 hr) � Low concentration Encore samplers (48 hr)
� High concentration pre -weighed (methanol -14 d) � Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? � Yes � No
Comments:
Signature: Brandi Watson Date &Time: 8/12/2020 12:07:04
Page 6 of 7

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Analytical Results
Southern Soil Builders
958 Hoots Road 40
Roaring River, NC 28669
Receive Date: 02/04/2020
Reported: 02/05/2020
For: Lincoln County
Comments: Geometric Mean: 317,638 MPN/g
Sample Number
Parameter
Sample ID
Result
Unit
Method
Analyzed
Analyst
20020448-01
Fecal Coliforms
1
>642570
MPN/g
SM92210E-2006
02/04/2020
WC
200204-48-01
Percent Solids
1
2.49
%
SM2640B-2011
02104/2020
WC
200204.4M2
Fecal Coliforms
2
209205
MPN/g
SMN210E-2006
02104/2020
WC
200204-48-02
Percent Solids
2
2,39
/
SM25408-2011
02/04/2020
WC
200204.48-03
Fecal Coliforms
3
214592
MPN/g
SM92210E-2006
02104/2020
WC
200204-48-03
Percent Solids
3
2,33
%
SM254OB-2011
02/04/2020
WC
200204-48-04
Fecal Coliforms
4
394737
MPN/g
sm"21cE-2006
02/04/2020
WC
200204-48-04
Percent Solids
4
2.28
%
SM25400-2011
02/04/2020
WC
200204-48-05
Fecal Coliforms
5
355731
MPN/g
SM92210E.2096
02/04/2020
WC
200204-48-06
Percent Solids
5
2.53
/
SM26406.2011
02/0412020
WC
200204-48-06
Fecal Coliforms
6
218341
MPN/g
SM92210E-2006
02104/2020
WC
200204-48-06
Percent Solids
6
2.29
/a
SM26400-2011
02104/2020
WC
200204-48-07
Fecal Coliforms
7
368852
MPN/g
SM9221cE-2006
02104/2020
WC
200204-48.07
Percent Solids
7
2.44
%
SM25408-2011
02/04/2020
WC
Respectfully submitted,
tlw '/(A..11)7 �(a.
Dena Myers
NC Cert #440,
NCDW Cart #37755,
EPA #NC00909
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Pege 1 ot4

Condition of Receipt
Sample Number 200204-48-01 Temp on Arrival: 3.2
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfale Received on Ice
Sample Number 200204-48-02 Temp on Arrival: 3.2
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfale Received on Ice
Sample Number 200204-48-03 Temp on Arrival: 3.2
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Sample Number 20020448-04 Temp on Arrival: 3.2
Parameter Schedule: Percent Solids
Received an Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Sample Number 200204-48.05 Temp on Arrival: 3.2
Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfale Received on Ice
Sample Number 200204-48-06 Temp on Arrival: 3.2
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Page 2 o14

Parameter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
Sample Number 200204-48-07 Temp on Arrival; 3.2
Paramoter Schedule: Percent Solids
Received on Ice
Parameter Schedule: Fecal Coliforms
Sodium Thiosulfate Received on Ice
PO Box 228 •Statesville, NC 28687 • 704/872/4697
Page 3 of 4

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PERCENT TOTAL SOLIDS / PERCENT VOLATILE SOLIDS
SM 2540 B-2011
B_A x I,000,000 = mglL TSS
C
B_D x 11000,000 = mg/L VSS V3S x 100= %VSS
C TSS
(550°C)
\
REPC/)tTED BY:
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ml Used
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VSS"1.0%
REPORTED BY:
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DATE ANALYST SAMPLE ml Used PAN q TARE PVT. DRY WT TSS m
(550°C) IGNITION WT. (g) VSS mglL
REPORTED BY:
(550°C) IGNITION WT. (g) VSS mg/L
REPORTED BY:
(550°C) IGNITION WT. (g) VSS mg/L
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( % Volatile Solids
(Am C) x 100 = 3.88
A _ B 0,0487
WAS
Tare Wt. ( B) 1.2655
Dry Wt. (A) 1.3142
Ignition WT. (C) 1.2754
%Volatile Solids
A - B 0.2317
SHT
Tare Wt. (B) 1.2542
Dry Wt. (A) 1.4859
Ignition WT. (C) 1.3886
Volatile Solids Reduction
( (in -out) x 100 = 37.7
in - (in x out) 0.46
79.1 %
42.0
SL5