WQ0018352_2023 Residual Annual Report_20240227 (2)

Initial Review
Reviewer
nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Annual Report Year* 2023
Permit Number (IR) * WQ0018352
Applicant/Permittee Town of Boiling Springs
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office Mooresville
CO Reviewer
Admin Reviewer Wanda Gerald

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Michael F. Gibert
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
7044342357
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* Wastewater Irrigation High -Rate Infiltration
Other Wastewater Reclaimed Water
Closed -Loop Recycle Residuals
Single -Family Residence Wastewater Other
Irrigation
Permit Number:* WQ0018352
Has Current Existing permit number
Applicant/Permittee Address* PO Box 1014 Boiling Springs NC 28017
Facility Name* Town of Boiling Springs Class B Residuals Program
Please provide comments/notes on your current submittal below.
2023 Annual LA Residuals Report for the Town of Boiling Springs permit # WQ0018352
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
2023 Annual LA Residuals Report pdf.pdf 2.68MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 2/27/2024

THE TOWN OF
BOILING SPRING
NORTH CAR'!NA
Date: 2/26/2024
To: The Information Processing Unit
NCDWR Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: 2023 Annual Land Application of Residuals
Town of Boiling Springs I NC
Permit # WQ0018352
To Whom it May Concern:
Please find enclosed the original report and all applicable forms and test results for the Annual
Residuals Land Application Report for the Town of Boiling Springs. An electronic copy of the 2023
Annual Land Application Report has also been submitted. Aerobic digested residuals continue to be
land applied to permitted fields for the beneficial reuse as a soil conditioner and fertilizer
supplement.
Please let me know if additional information is needed at 704-434-2357.
Sin ely,
Zachary Pa er
Town Manager
Town of Boiling Springs
Enclosures:
Annual Land Application Report 2023
114 East College Avenue I PO Box 1014 1 28017 1 704 434 2357 1 www.boilingspi-ingsnc.net

ANNUAL LAND APPLICATION
OF RESIDUALS
2023 ANNUAL REPORT
TOWN OF BOILING SPRINGS
Permit No. WQ0018352
THE TOWN OF
BOILING SPRINGS
NORTH CaRCLIN4

CERTIFICATION FORM

ANNUAL LAND APPLICATION CERTIFICATION FORM
WQ Permit#: WQ0018352 County: Cleveland Year:
2023
Facility Name (as shown on permit): Town of Boiling Springs
Land Application Operator: Todd Humphries Phone: [phone]
Land application of residuals as allowed by the permit occurred during the past calendar year?
Ft] Yes ❑ No - If No, skip Part A, and Part B and proceed to Part C. Also, If residuals were
generated but not land applied, please attach an explanation on how the residuals were handled.
Part A - Residuals Application Summary:
Total number of application fields in the permit:
3
Total number of fields utilized for land application during the year:
3
Total amount of dry tons applied during the year for all application sites:
21
Total number of acres utilizes for land application during the year:
L 40
Part B - Annual Compiance Statement:
Facility was compliant during calendar year 2023 with all conditions of the land application permit
(including but not limited to items 1-13 below) issued by the Division of Water Resources. 0 Yes ❑ No
If no please, provide a written description why the facility was not compliant, the dates, and explain corrective action
taken.
1) Only residuals approved for this permit were applied to the permitted sites.
2) Soil pH was adjusted as specified in the permit and lime was applied (if needed) to achieve a soil pH of at least 6.0 or
the limit specified in the permit.
3) Annual soils analysis were performed on each site receiving residuals during the past calendar year and three (3) copies
of laboratory results are attached.
4) Annual TCLP analysis (if required) was performed and three (3) copies of certified laboratory results are attached.
5) All other monitoring was performed in accordance with the permit and reported during the year as required and three
(3) copies of certified laboratory results are attached.
6) The facility did not exceed any of the Pollutant Concentration Limits in 15A NCAC 02T .1105(a) or the Pollutant
Loading Rates in 15A NCAC 02T .1105(b) (applicable to 40 CFR Part 503 regulated facilities).
7) All general requirements in as specified in the Land Application Permit were complied with (applicable to 40 CFR Part
503 regulated facilities).
8) All monitoring and reporting requirements in 15A NCAC 02T. I I I I were complied with (applicable to 40 CFR Part
503 regulated facilities).
9) All operations and maintenance requirements in the permit were complied with or, in the case of a deviation, prior
authorization was received from the Division of Water Resources.
10) No contravention of Ground Water Quality Standards occurred at a monitoring well or explanations of violations are
attached to include appropriate actions and remediations.
11) Vegetative cover was maintained and proper crop management was performed on each site receing residuals, as
specified in the permit.
12) No runoff of residuals from the application sites onto adjacent property or nearby surface waters has occurred.
13) All buffer requirements as specified on the permit were maintained during each application of residuals.
Part C - Certification:
"I certify, under penalty of law, that the above information is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations." Z/01 " 1---)
Zachary Parker / Town Manager
Permittee Name and Title (type or print)
-j--3,(,-z
Signature of Preparer* Date
(if different from Permittee)
* Preparer is defined in 40 CFR Part 503.9 (r) and 15A NCAC 02T
Signature of Pe ittee Date
,-9 ,aY
Signature of Land Applier Date
(if different from Permittee and Preparer)
.1102 (26) DENR FORM ACF (12/2006)

RESIDUALS SAMPLING FORMS

m
�
N M I�t kn
I
u
rA
RS
a
C,o *
a
0
0
N
N
7
LL
U)
O
LL
Of
Z
LU
cl

'it kn
3
M
a,
0
0
U
z
N
M
00
O
O
3
z
a
a
H
99
C.
II
0
0
N
N
n
m
LL
U)
0
LL
Z
LLI
0

METALS FIELD LOADING SUMMARY
LAN® APPLICATION FIELD SUMMARY

ai
Le
r"
00
w �
IM
O
N
N
old
x
c
a
0
U
0.
O
U
U on .o
t
Q
Z
U
�
¢•
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
O
O
'
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
C
O
O
a�
Q �
'"�
kn
vl
�n
�
�
�
M
M
O
o0
O
C
O
Q ,,.,
CL
O
oo
N
M
N
M
�O
[�
N
M
DO
N
woo
o0
o0
C)oo
C'!N
C)M
O
N
Lti.
U
M
7
7
w)
4
V1
N
N
w
r-
Vl
O
�
N
N
u }; o,
o
0
0
0
0
o
O
p
o
o
b y
o Y
o
oo
0
oo
1,::,
0
oo
0
oo
0
oo
0
o0
0
oo
0
oo
0
o0
0
oo
0
oo
p
cd
z
Z E
O
O
O
O
O
O
O
O
O
O
O
1.0
Ammonia
M
M
M
M
M
M
M
M
M
M
M
p
N
O
00
0)O
Nitrogen E
O
O
O
O
C,
C)
C)
C)
C)
O
O
G
7
~
s
O
O
O
O
O
O
O
O
O
O
O
x O)
M
M
M
M
M
M
M
M
M
M
M
p
.--
•-.
cG
Mineralization
M
M
M
M
M
M
M
M
M
M
M
Q
O
Rate***
o
0
0
0
0
0
0
0
0
0
o
r
z
po
0
0
M
Volatilization
Rate**
o
0
0
0
0
0
0
0
0
0
0
0
r�
Application
w
o
o
U,
x
0
Method*
a
0
o
0
7
V
O
O
O
o
0
0
C.
0
0
0
0
s
115 U 3
b
b
b
c
b
b
o
o
b
o
c
U
o
No
No
.G
�t
o0
00
00
-It
01
�
O
N
m
M
0 3 :~
y
U
In
kn
Q Y
o
g
0
g
[D
0
g
0
g
0
0
g
[,
0
6
0
0
0
0
p
=
3
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
�,
w
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
a
V
o
0
0
0
i c
00
00
00
O
Vl
V1
O
IO
.-.
•--.
O
•--.
O
O
¢
O
O
O
�O
O
�O
Q
O
O
C
O
O
O
C
C
C
O
O
0
O
? �
Q
V1
o
al
�
CVd
*
'x•
O
U
'O
O
o
0
0
0
0
0
0
0
0
0
N
N
�O
N
00
00
00
�O
O
DO
c)
cn
O
7
IL
�O
[�N
111
*j
N
0. Cn .b
N
M
O
„
731
C
G C
� �
•G
� L
iO.
�'�.
�
Cd
U
> v �
U
U
b
N
N
N
N
N
N
qluoINN
N
N
N
�
N
N
N
M
M
[o a1uQ
4
4
4��
o
0
0
0
0
o
Q
a
U
a
a
F
N
O
bD
^O
7"0
a
0
0
N
N
LL
U)
LL
O
LL
Z
w
0

ANNUAL METALS FIELD LOADING SUMMARY FORM*
Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Town of Boiling Springs Total Dry Tons Applied (Annual):
Permit #: WQ0018352 Cation Exchange Capacity (non 503 only):
Operator: Todd Humphries Owner: James Petty Predominant Soil Series:
Acres Used: 9.84 Acres Permitted: 9.84 Site #: 1 Field #:
11.01
JP1
Residual Analysis Data (Heavy Metals and Total Phosphorus use mg/kg, % Solids use Raw Percent #):
Sample or
Com-
posite
Date
1
9/14/23
2 j
9/14/23
3
9/14/23
4
9/14/23
5 1
9/14/23
6 1
9/14/23
7
9/14/23
J
9/14/23
9
9/14/23
10
9/14/23
Li12
9/14/23
% Solids
1.3
1 1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
Arsenic
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
Cadmium
0.045
0.045
0.045
0.045
0.045
0.045
0.045
0.045
0.045
0.045
0.045
Copper
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
Chromium
Lead
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
Mercury
0.0082
0.0082
0.0082
0.0082
0.0082
0.0082
0.0082
0.0082
0.0082
10.0082
0.0082
Molyb-
denum
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
0.45
Nickel
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
Selenium
0.67
0.67
0.67 1
0.67
0.67
0.67
0.67
0.67
0.67
0.67
0.67
Zinc
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
Total
Phos-
horus
18600
18600
18600
18600
18600
18600
18600
18600
18600
18600
18600
Annual Heart' Metal Field Loadings (Calculated in lbs/acre):
Total
1
21
3 1
4
5
6
2-1
- 8
9
10
19
12
y
DT/Ac./
°
App.
a�
n
Event
0.08
0.09
0.09
0.12
0.09
0.11
0.06
0.06
0.17
0.15
0.11
Arsenic
0.000
0.000
0.000
1 0.000
0.000
0.000
1 0.000
0.000
0.000
1 0.000
0.000
1 0.000
0.001
Cadmium
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Copper
0.001
0.001
0.001
0.001
0.001
0.001
0.000
0.000
0.001
0.001
0.001
0.000
0.008
Chromium
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Lead
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
1 0.001
Mercury
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
1 0.000
0.000
0.000
0.000
0.000
Molyb-
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.001
denum
Nickel
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.001
Selenium
0.000
0.000
1 0.000
0.000
1 0.000
0.000
0.000
1 0.000
0.000
0.000
0.000
1 0.000
0.001
Zinc
0.002
0.002
0.002
0.003
1 0.002
0.002
0.001
1 0.001
0.004
0.003
0.002
0.000
0.024
Total
Phos-
2.939
3.311
3.311
4.427
3.311
4.055
2.195
2.195
6.287
5.543
4.055
0.000
41.627
phorus
"I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance
with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.
I am aware that there are significant penalties for submitting false information, including the possibility of fines and
imprisonment for knowing violations".
Signature of Land Applier Date
DENR FORM MFLSF (12/2006)

M
Cd
� a
t
> Q
z
0 rr
a
's: L:
C ° U
O
a
C.
CE
U
U 0n .2
Q
uu
E Q
ce
U
-a
Q
z
a
a
a
a
a
a
a
N
O
Q
Q
Q
Q
Q
Q
Q
0
O
i••�
z
z
z
z
z
z
4C
0
0
0
0
~n. i
U
0
0
0
0
O
a�
Q N
Z
rn
o
0
0
0
0
0
o
Q --'
O
00
M
0
0
0
0
0
N
p"
U
C
fV
M
tV
(V
fV
N
O
0
0
0
0
CD
Y
00
00
W
w
0000
a
zz
o
0
0
0
0
0
o
c
�.
s
Ammonia ;'
M
M
M
M
M
M
M
q
o
N
Cn
00
0
0
0
0
0
0
0
0
0�'tl:
Nitrogen E
O.
7
z Y
o
0
0
0
0
0
o
w
a�
CD
o
I
rn
F E
W
o
0
0
00
a
Mineralization
M
M
M
M
M
M
r
z
o
rn
rn
Rate***
o
0
0
0
0
0
o
s
o
0
0
M
.R.
Volatilization
�.,
�.,
�n
�n
�,
�,
�
O
o
°;
rn
�
Rate**
o
0
0
0
0
0
o
a
o0
0
o
c
0
w
Application
w
o
0
0
�C/)Cn
x000�
0
Method*
a
o
0
c w
6TO00
o
V
O
O
O
O
O
O
O
M
N
O
v
o
Cd
�Q3
b
b
b
b
o
o
0
0-i:.�
U
00
U a
a,O,C,C,
vo
03,E
Cn Q
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�vo�r-�
zzzzzzz
O
O
O
O
O
O
M
s. U
N In.
C
O N O O
O
`t
O
�C
O
lzt
O
h
O
vl
O
O
O
O
O
O
O
O
O
O
Q
0
0
0
0
0
0
0
0
0
0
0
0
O
O
O
Q
o
�
�
�
O
C
0
0
0
0
0
0
0
0
'L7 ;C
N .. O
o
.O
O
DD
N
N
O
N
>
V]
iE
i•'
N
m
a
o
o
C
o
> d
;
Cn
U
U
U
YS,'•
Q
a
M
M
M
'n
M
M
M
V]
gjuoW
N
N
N
N
N
N
N
y
dO `d1ErT
ll
00
0
N
N
Wn
N
,o
N
t-
N
00
N
O
F
Q
a
U
a.
a,N
a
0
0
N
N_
LL
LL
O
LL
Of
z
Lll
0

ANNUAL METALS FIELD LOADING SUMMARY FORM*
Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Town of Boiling Springs Total Dry Tons Applied (Annual): 5.50
Permit #: WQ0018352 Cation Exchange Capacity (non 503 only):
Operator: Todd Humphries Owner: James Petty Predominant Soil Series: Pacolet-Bethleher
Acres Used: 16.36 Acres Permitted: 16.36 Site #: 2 Field #: JP2
Residual Analysis Data (Heave Metals and Total Phosphorus use mg/kg, % Solids use Raw Percent #):
Sample or
Com-
posite
Date
1 _
9/14/23
2
9/14/23
3
9/14/23
4
9/14/23
5
9/14/23
6
9/14/23
71
9/14/23
8.
-2J
12J
11
12
% Solids
1.3
1.3
1.3
1.3
1.3
1.3
1.3
Arsenic
0.45
0.45
0.45
0.45
0.45
0.45
0.45
Cadmium
0.045
0.045
0.045
0.045
0.045
0.045
0.045
Copper
3.5
3.5
3.5
3.5
3.5
3.5
3.5
Chromium
Lead
0.45
0.45
0.45 1
0.45
0.45
0.45
0.45
Mercury
0.0082
0.0082
0.0082
0.0082
0.0082
0.0082
0.0082
Molyb-
denum
0.45
0.45
0.45
0.45
0.45
0.45
0.45
Nickel
1 0.26
0.26
0.26
0.26
0.26
0.26
0.26
Selenium
0.67
0.67
0.67
0.67
0.67
0.67
0.67
Zinc
10.9
10.9
10.9
10.9
10.9
10.9
10.9
Total
Phos-
horus
18600
18600
18600
18600
18600
18600
18600
Annual Heavv Metal Field Loadings (Calculated in lbs/acre):
Total
1 1
2
3
4 V
5
6
7
8
9
10
11
12
�]
DT/Ac./
App.
a�
Event
0.02
0.05
0.07
0.05
0.05
0.05
0.05
Arsenic
0.000
0.000
0.000
0.000
0.000
0.000
1 0.000
0.000
0.000
1 0.000
0.000 1
0.000
0.000
Cadmium
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Copper
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.002
Chromium
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Lead
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Mercury
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Molyb-
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
denum
Nickel
0.000
0.000
0.000
0.000
0.000
0.000
0.000
1 0.000
0.000
0.000
0.000
0.000
0.000
Selenium
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Zinc
0.000
0.001
0.001
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.007
Total
Phos-
0.670
1.786
2.455
1.786
2.009
2.009
1.786
0.000
0.000
0.000
0.000
0.000
12.499
horus
"I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance
with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.
I am aware that there are significant penalties for submitting false information, including the possibility of fines and
imprisonment for knowing violations".
.Z -2 6 -)
Signature of Land Applier Date
DENR FORM MFLSF (12/2006)

00
E
L
a
t
L
u
A
:V9 4t
w
O
N
N
z
d
a
k
ca
CL
O
U
�. 7
N
o
U
U 0n .2
Q
4, C
zQ
U
C.
a.
Q
Sa.a
O
O
O
O
O
O
O
O
O
'
U
ZZ
z
z
U
O
O
O
O
O
O
O
O
O
Q �
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
N
U
y m
b 'y
O
o
0
0
a
E
000
000
000
00
0
G.
Z Z
_y
Z
�'
p�
Ammonia Y
M
M
M
M
[".,
[>
O
Vl
[�
00
oo
DD
Q�
Nitrogen E
a
7
p
O
O
O
O
m
O
O
F-' E
O
O
00
7
7
a
Mineralization
M
o
M
0
M
0
M
0
Z
0��
Rate***
ca
o
0
0
Volatilization
n
n
n
O
0
0
0
0
Rate **
o
0
0
o
c
c
0
o
�
Application
o
0
0
x
o
0
Method*
o
0
1
• N
V
0
0
0
0
O
a
OC:�
�
l�
N
0
0M 0-0bb
0
ovo00
•O.
�k
N
M
N
0M0
O
O
W
CD
0
0
?
o
aw3
z
2
z
Z
z
u
o
0
o
M
x �
� U
V o
00
00
l�
[—
0
0
0
0
0
[—
r
O
O
O
O
O
O
O
O
O
O
7 0. Q
0
0
C.
0
0
0
0
0
0
0
010.
0
0
0
0
Q O
o
un
Cd
�
O
U
U)
0
0
0
00
o c p
o
�O
�O
o0
00
000
� a�
V*
C
G.
U
L,
°
U
U
U
Q
N
N
L[�LIO[/�
N
N
JO 01-eQ
N
N
N
H
I Q0.Ua
a
r
K
1
0
0
N
N
LL
U)
LL
O
LL
w
z
Lu
0

ANNUAL METALS FIELD LOADING SUMMARY FORM*
Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Town of Boiling Springs Total Dry Tons Applied (Annual):
Permit #: WQ0018352 Cation Exchange Capacity (non 503 only):
Operator: Todd Humphries Owner: James Petty Predominant Soil Series:
Acres Used: 13.78 Acres Permitted: 13.78 Site #: 3 Field #:
4.49
JP3
Residual Analysis Data (Heavy Metals and Total Phosphorus use mg/kg, % Solids use Raw Percent #):
Sample or
Com-
posite
Date
1
9/14/23
2 1
9/14/23
3
9/14/23
4
9/14/23
5
6
P
8
_2j
Loj
jjj
12
% Solids
1.3
1.3
1.3
1.3
Arsenic
0.45
0.45
0.45
0.45
Cadmium
0.045
0.045
0.045
0.045
Copper
3.5
3.5
3.5
3.5
Chromium
Lead
0.45
0.45
0.45
0.45
Mercury
0.0082
0.0082
0.0082 1
0.0082
Molyb-
denum
0.45
0.45
0.45
0.45
Nickel
0.26
0.26
0.26
0.26
Selenium
0.67
0.67
0.67
0.67
Zinc
10.9
10.9
10.9
10.9
Total
Phos-
horus
18600
18600
18600
18600
Annual Heaw Metal Field Loadings (Calculated in lbs/acre):
Total
1 1 V
2
3
G v
5
6
_
7
8
9
10
11
12
y
DT/Ac./
App.
K
Event
0.09
0.09
0.08
0.08
Arsenic
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Cadmium
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Copper
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.002
Chromium
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Lead
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Mercury
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
1 0.000
Molyb-
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
denum
Nickel
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Selenium
0.000
1 0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Zinc
0.002
1 0.002
0.002
0.002
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.007
Total
Phos-
3.162
3.162
2.902
2.902
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
12.127
horus
"I certify, under penalty of law, that this document was prepared under my direction or supervision in accordance
with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.
I am aware that there are significant penalties for submitting false information, including the possibility of fines and
imprisonment for knowing violations".
� Z-26
Signature of Land Applier Date
DENR FORM MFLSF (12/2006)

RESIDUALS ANALYSIS LAB SHEETS

ace,
ANALYTICAL RESULTS
Project: Digester Sludge
Pace Project No.: 92688040
Sample: Digester Sludge #8 Lab ID: 92688040001 Collected: 09/14/23 07:30 Received: 09/14/23 09:50
Results reported on a 'dry weight' basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Matrix: Solid
CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010 Preparation Method: EPA 3050
Pace Analytical
Services - Ormond Beach
Aluminum
173
mg/kg 9.0
1
09/23/23 00:39
09/25/23 10:42 7429-90-5
Arsenic
ND
mg/kg 0.45
1
09/23/23 00:39
09/25/23 10:42 7440-38-2
Cadmium
ND
mg/kg 0.045
1
09/23/23 00:39
09/25/23 10:42 7440-43-9
Calcium
1030
mg/kg 44.8
1
09/23/23 00:39
09/25/23 10:42 7440-70-2
Copper
3.5
mg/kg 0.22
1
09/23/23 00:39
09/25/23 10:42 7440-50-8
Lead
ND
mg/kg 0.45
1
09/23/23 00:39
09/25/23 10:42 7439-92-1
Magnesium
73.9
mg/kg 22.4
1
09/23/23 00:39
09/25/23 10:42 7439-95-4
Molybdenum
ND
mg/kg 0.45
1
09/23/23 00:39
09/25/23 10:42 7439-98-7
Nickel
0.26
mg/kg 0.22
1
09/23/23 00:39
09/25/23 10:42 7440-02-0
Potassium
89.2
mg/kg 44.8
1
09/23/23 00:39
09/25/23 10:42 7440-09-7
Selenium
ND
mg/kg 0.67
1
09/23/23 00:39
09/25/23 10:42 7782-49-2
Sodium
56.8
mg/kg 44.8
1
09/23/23 00:39
09/25/23 10:42 7440-23-5
Zinc
10.9
mg/kg 4.5
1
09/23/23 00:39
09/25/23 10:42 7440-66-6
7471 Mercury
Analytical Method: EPA 7471 Preparation Method: EPA 7471
Pace Analytical
Services - Ormond Beach
Mercury
ND
mg/kg 0.0082
1
09/21/2312:51
09/22/2310:02 7439-97-6
Sample: Digester Sludge #9 Lab ID: 92688040002 Collected: 09/14/23 07:30 Received: 09/14/23 09:50 Matrix: Solid
Results reported on a 'dry weight' basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua[
Percent Moisture Analytical Method: SW-846
Pace Analytical Services - Charlotte
Percent Moisture 98.7 % 0.10 1 09/26/23 14:07 N2
Plant Available Nitrogen
Analytical Method: None
Pace Analytical Services - Asheville
Plant Available Nitrogen
317 mg/kg 1 09/26/23 15:06
N2
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993 Mod. Preparation Method: EPA 350.1 Rev 2.0 1993 Mod.
Pace Analytical Services - Asheville
Nitrogen, Ammonia
ND mg/kg 703 1 09/16/23 09:46 09/16/23 13:05 7664-41-7
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2 Rev 2.0 1993 Preparation Method: EPA 351.2 Rev 2.0 1993
Pace Analytical Services -Asheville
Nitrogen, Kjeldahl, Total
44300 mg/kg 3300 1 09/22/23 18:52 09/23/23 05:07 7727-37-9
J(M1),
J(R1)
353.2 Nitrogen, N021NO3
Analytical Method: EPA 353.2 Rev 2.0 1993 Preparation Method: EPA 353.2 Rev 2.0 1993
Pace Analytical Services - Asheville
Nitrogen, NO2 plus NO3
10800 mg/kg 1510 5 09/15/23 01:39 09/15/23 06:38
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/29/2023 06:04 PM
without the written consent of Pace Analytical Services, LLC.
Page 5 of 20

ace
ANALYTICAL RESULTS
Project: Digester Sludge
Pace Project No.: 92688040
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: Digester Sludge #9
Lab ID: 92688040002 Collected: 09/14/23 07:30 Received: 09/14/23 09:50 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No.
Qual
353.2 Nitrogen, NO2/NO3
Analytical Method: EPA353.2 Rev 2.0 1993 Preparation Method: EPA353.2 Rev 2.0 1993
Pace Analytical Services - Asheville
Nitrogen, Nitrate
10800 mg/kg 1510 5 09/15/23 01:39 09/15/23 06:38 14797-55-8
Nitrogen, Nitrite
ND mg/kg 302 1 09/15/23 01:39 09/15/23 05:28 14797-65-0
Sample: Digester Sludge #10
Lab ID: 92688040003 Collected: 09/14/23 07:30 Received: 09/14/23 09:50 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No.
Qual
254OG Total Percent Solids
Analytical Method: SM 2540G-2011
Pace Analytical Services - Charlotte
Total Solids
1.3 % 0.10 1 09/20/23 13:37
Percent Moisture
Analytical Method: SW-846
Pace Analytical Services - Charlotte
Percent Moisture
98.7 % 0.10 1 09/20/23 13:27
N2
Sample: Digester Sludge #11
Lab ID: 92688040004 Collected: 09/14/23 07:30 Received: 09/14/23 09:50 Matrix: Water
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No.
Qua[
Calculated Results
Analytical Method: Calculated Preparation Method: Calc
Pace National - Mt. Juliet
Sodium Adsorption Ratio
0.471 1 09/28/23 18:30 09/28/23 18:30 SAR
Sample: Digester Sludge #12
Lab ID: 92688040005 Collected: 09/14/23 07:30 Received: 09/14/23 09:50 Matrix: Solid
Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No.
Qual
Percent Moisture
Analytical Method: SW-846
Pace Analytical Services - Charlotte
Percent Moisture
98.7 % 0.10 1 09/26/23 14:08
N2
9045 pH Soil
Analytical Method: EPA9045D
Pace Analytical Services - Asheville
pH at 25 Degrees C
7.8 Std. Units 0.10 1 09/25/23 13:39
Q
350.1 Ammonia
Analytical Method: EPA 350.1 Rev 2.0 1993 Mad. Preparation Method: EPA 350.1 Rev 2.0 1993 Mod.
Pace Analytical Services -Asheville
Nitrogen, Ammonia
ND mg/kg 679 1 09/16/23 09:46 09/16/23 13:06 7664-41-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/29/2023 06:04 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 20

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: Digester Sludge
Pace Project No.: 92688040
Sample: Digester Sludge #12 Lab ID: 92688040005 Collected: 09/14/23 07:30 Received: 09/14/23 09:50 Matrix: Solid
Results reported on a 'dry weight" basis and are adjusted for percent moisture, sample size and any dilutions.
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
365.1 Phosphorus, Total Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Pace Analytical Services - Asheville
Phosphorus 18600 mg/kg 380 5 09/2212317:06 09/25/2315:34 7723-14-0
Date: 09/29/2023 06:04 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 7 of 20

A
A
o
D N
0
H
-0 t
a
-- v
3
ej
_
0 0
3=
c
0
,
n
a
o
6 �
-
m
o
Oq
(D
qQ
(D
dq
(D
n=
(D
(D
o
o
0
x D o v
o
o ro
O n
p1. 0
m
N
a
M
'°
G
1'p
m
3
vl
In
In
In
cn
3
c
- ?
°
2 ro
3
m
0
C
°_
C
rF
fD
r-r
(D
r}
fD
r+
(D
r7
fD
i
.rt-�
p
d•
a
.�
n
a
m
a
a
cn
cn
to
to
to
a
�'
W
b
n.
3
o
G
rr
Cr
^
D
3
3
v �o
-=
v
a
_
,�
x
n
C
o
C
aaaa
C
C
C
o •-,
�;
v=
a
PM
w
Z
0
0
w
m
QO
Oq
00
00
00
0
�' ro
u'
a
3
3
n
ro
rD
rD
N
rD
(D
o
-
�+
3
7
m
P
o
a
d
c
v
7Y
2k
Xt
Yk
Sk
a
n
m
a
?;
o
o m
m y'
F-+
N
F�
F�
N
O
l0
00
v^,
.,
z
In
in
?
C n
O
,�
ro
3
Q
C
w
v
w
oo
uo
1A
9 0
= z
m
v
`7
a°i
a
w
a
O 0
w
O
v
C
C
°
c
0
A
N
ro
ro
�o
°
Gl
ro
_
z
CCC
C
r
n
CN
n2
3
p
�
voa H
�.
s D
o
D
°
J
p
w
2 z
r
3
4
O 1
p
o
m
0
G)
G)
G)
G)
0 3
,a
p
a w
m p p
w
rD
-
n
-MO
O
p
N
s<
3
3
3
a
p o
v ci
n p z
z u
x n
-.
w
0
m
rD
rD
M
h
N
N
1
3 0
o
c
a ,� x
n
o 0
a
o
x ET
f+
G) 0
o -,
O 3
°=
a
J
J
J
v
7 o
c
>>
O
M
C
n
m
r}
n
G
I
a
-< a
z a
(�
v
f1
N
rD
_
3
n
I
fD
fC
n
(C
m
m
n
N
x
N N
°
n
°
o.
,cpT.
C
O n
< N
N
0
{ -
10
oo ..
kn
oN
n
.�
v M
Q
...I a
a
rD 3
o fD
-
cai'
c^i c�i,
0
Cr
a'
CrO
^
I9
j p
ID
7
m
ry
1 n
n
_
°
n^
v
n
3
°.
DD
r
-
3
3
3
'a
M
O
v
w
a
^ m
0
w
1+
a
0 a
0 a°
o 0
in
_ ` in
9-
w
_
w
w
z
A
n m
m
_
_
ID
afD
C
C
2
z
N
°
X
g
1"F
(D
n a
x
Aluminum / Arsenic / Cadmuim [Copper
z, 3 14
3 3 A
3 T m
x
Lead / Magnesium / Mercury / Nickel
d
i
Molybdenum / Selenium / Zinc
a
x
o
xa.
x
H
Calcium / Potassium / Sodium
Q
LA P.
s=
.;
a
d'
x
Nitrate -Nitrite Nitrogen
CD
x
Percent Total Solids
o =
ova
a`
m
x
,
e
PAN (by calculation) / TKN
3
a�
b
° 'e
n
• �
x
Sodium Adsorption Ratio (SAR)
T
d
o
n
x
Phosphorus
=° a
m
C
Ammonia - Nitrogen / pH
x 3
x
s
r ID nvTlnnDD01 ❑ <wmmmm�n-nr,
a � c ,. w 1- m w cn o yy ° O q c. c �+
ti' ED I] 1 3 M H r' F• (q Ll D'
�:CP
a_ a
�n
I
(
LY w 9
a M V1 '° VI 1{ rt F=' rr 'rt
I!1 fn Y• It r n' °. r 1 r Y• m N 1(pp p oo Vl
w N S� w. h m. G m A m n^ N i1 {!.
"
[[��
n O C1 O
z
❑ ❑ 4 m
ill
m ^ m Y- I� N w m �J N
r O t �� m Sc Y G w 'A r IA H ry VI N
v m m
'1
r
3
_
} �•1 f m 3
(D K I. n Z) r a m t° r
t+ i (D ' , �- w , ^ fl rt N•In
a
�' •��
O
zh
a< m11 n 0omwrm•-0�n1a,yy inb
fa
m'
2
nb'
r
7ry
• 0?m XN
W
\ rrtt ry+ b FP Ma N G CO rtA� c'd.G
3 x
N"
m
n H r CI F. N A 3 !! 9 !t-1,
+D ° o ;c m c m ro ^�
.
m
'
zl.m
3 x
H b I,m 3
-- m
° r w
m Q 'v rY' n 0 ¢°
?
2. in
-qr
O
O
m m M H N m 'M `7. C1
3 r.
vI.
_ (D:
w 6,00 1"� ^
y ro Y• v H "�. m
N13
:-:
C'
0. M� _� fiD
0 R
ran m M tr
° w
T
l m
� n �+
m
f0
O
�
() Y-
••
S
q T3
.c .i K �j•K Krq K K tZ (C F( ,�
D
!1.
n

(--fiFaC,6.
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: DISGESTER SLUDGE
Pace Project No.: 92687968
Sample: DIGESTER SLUDGE #13 Lab ID: 92687968001 Collected: 09/14/23 07:30 Received: 09/14/23 09:50 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1010 Flashpoint,Closed Cup Analytical Method: EPA 101013
Pace Analytical Services -Asheville
Flashpoint >200 deg F 70.0 1 09/22/23 12:25
9045 pH Soil Analytical Method: EPA 9045D
Pace Analytical Services -Asheville
pH at 25 Degrees C 7.6 Std. Units 0.10 1 09/19/23 12:28 Q
Sample: DIGESTER SLUDGE #14
Parameters
Lab ID: 92687968002 Collected: 09/14/23 07:30 Received: 09/14/23 09:50 Matrix: Water
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Percent Moisture
Analytical Method: SM 2540G-2015
Pace Analytical Services - Greensburg
Percent Moisture
98.0 % 0.10 1 09/21/23 11:10
733C S Reactive Cyanide
Analytical Method: EPA 9014 Preparation Method: SW-846 7.3.3.2
Pace Analytical Services - Greensburg
Cyanide, Reactive
ND mg/kg 48.8 1 09/21/23 15:05 09/21/23 16:01
734S Reactive Sulfide
Analytical Method: SM 4500-S2-F-2011 Preparation Method: SW-846 7.3.4.2
Pace Analytical Services - Greensburg
Sulfide, Reactive
ND mg/kg 488 1 09/21/23 15:05 09/21/23 15:18
Date: 09/26/2023 04:04 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 4 of 13

x oe a a�a n D 0 W v3 _ a po 3 T c a m Ow 3
A n to eD - 6q oG o w x n o v — a ry O1- o n
CCL
; 3 " a a C a o
((D v, .. o w
IL
CL
C a ❑ r a
n n H an oa B G V+ 3 Cr o m b
N
w
C
n o W w re) � to +F
3 Cr an V
m m w c• a r X 3 � � N �
N
fD IC IJ 7 Cr
@ C C C W Z
g
Ix
ro D
2 oa ^ ^
z
_ d m o r
n o A a a w 3 m nO
a G) G) N m n im N T
Cr 'DCL
m LA
an d •c L.' A �. n is — w
m y51 ° n �� � vz 7— �n = o� m
re ra rn p, 1 ,0 3 ° m o 3 � @x. n ° ❑ o x G1
ac ny � a m
w roCL
a o 0 o A 3 v
to
C@ o n
Y c .:n W m° W d n m m _
w: Q Q C O .< D L m
CL
m m m ,. ° ti µ 3° n o n 0!
a a ;i m 3 O@ d a to 3 N° n y .0 n.
Cr V'I p T N r$ O a IM N
pp
2.
•� 3— omG
a ° ° rD a c — - p
m f1
MCQ
4 i
ry iv n@
t C C_
n a M
x Carrnsifrivity 1 Ignitability
3 r 1 w
o rl
1.
x Reactivity o
w. w ~ w m ra; '_ Aii :•1 s J •� - n '-tip~.~!
m n mUPT
+i
" ,' ❑
IWO
@ N ■ ■
m CD
- r Y P_r11
Ch
r:�r ram. �., ,, ,:.�1 •.' :�•c- 0 � w �
m •o yr n �a 0 c C to N •:r5' N :'j �/J
.' �} a ' '. ar @ c :.. 91 @ .w N O G ❑ O .W VI -,Er �a: a '
n r N,° rn r••n �' p . + rr'r--rrLrr7. tis- $ a �c
pra
Ta" C1 0 o2.
A�.�S�. u ari.'° •In `�i F� CJ- rr lu .s u H. N '�"� ud .�Kin nq'A• y-, m•Et-° n 3�•�.'3R' r,.y - - '�--.:n(�. .d Y . .� F• �, 11 _ —C Pa mld i] F•7: ft '[Nj�ry' li. �R+ �•'17°±7'�y,'A.• N
y �! `"''ry3. m Y F• . m .ice .. . @ ry O ❑' li' Gr F' Y [1:. a3:`.-[hl i �+ W C'• l s
y: m "r . rr-" i°i a ac
Im-4
_; 3 a apk' 9i m, •. .. o �i, 3 �. � , c�
° v m ro R r. psa Ise m
ro
.1 ice '` ''"{ °' `- - ! .i
may;! �'.
ski=Fair f . -.
Page 12 of 13

Analytical Results
Pace Analytical
9800 Kincey Suite 100
Huntersville, NC 28078
Receive Date: 09/14/2023
Reported: 10/04/2023
For: Town of Boiling Springs
Comments: Geometric Mean: 1103 MPN/g
STATESVI LLE
Sample Number
Parameter
Sample ID
Result
Unit
Method
Analyzed
Analyst
230914-25-01
Fecal Coliforms
1
1269
MPN/g
SM9221 CE-2014
09/14/2023
MD
230914-25-01
Percent Solids
1
1.34
%
SM2540B-2011
09/14/2023
MD
230914-25-02
Fecal Coliforms
2
1642
MPN/g
SM9221 CE-2014
09/14/2023
MD
230914-25-02
Percent Solids
2
1.34
%
SM2540B-2011
09/14/2023
MD
230914-25-03
Fecal Coliforms
3
1278
MPN/g
SM9221 CE-2014
09/14/2023
MD
230914-25-03
Percent Solids
3
1.33
%
SM2540B-2011
09/14/2023
MD
230914-25-04
Fecal Coliforms
4
985
MPN/g
SM9221 CE-2014
09/14/2023
MD
230914-25-04
Percent Solids
4
1.32
%
SM2540B-2011
09/14/2023
MD
230914-25-05
Fecal Coliforms
5
1288
MPN/g
SM9221 CE-2014
09/14/2023
MD
230914-25-05
Percent Solids
5
1.32
%
SM2540B-2011
09/14/2023
MD
230914-25-06
Fecal Coliforms
6
977
MPN/g
SM9221 CE-2014
09/14/2023
MD
230914-25-06
Percent Solids
6
1.33
%
SM2540B-2011
09/14/2023
MD
230914-25-07
Fecal Coliforms
7
602
MPN/g
SM9221 CE-2014
09/14/2023
MD
230914-25-07
Percent Solids
7
1.33
%
SM254OB-2011
09/14/2023
MD
Respectfully submitted,
Melissa Myers
NC Cert #440,
NCDW Cert #37755,
EPA #NC00909
PO Box 228 • Statesville, NC 28687 • 704/872/4697
Page 1 of Gage 3 of 6

CFQ
Z
f
CL aCL
an =
eD CD
zz zz 2X 2r Z& :m
z
t7
C) cl 0 C) 0 G)
C; A Z-
Az
-
3
C czp
r
t
xlx X X X x x Percetli solids Dry Weight
X X X X X X OG-D 000 Fecal Count
-TTT
TEL
I
tt I
r—Trl
7
it
7
PO Box 228 @ Statesville, NC 28687 a 704/872/4697
Page 4 of 11age 6 of 6

Town of Boiling Springs
Land Application Of Residual Solids
Tanker truck and spreader used (19ft. X 600ft. Approx) = 11,780 gal / acre or 3.8 loads / acre
Year: 2 o Z3
rD8
Rh
% solids
Location
Field
Weather
condition
Soil
condition
Volume
gallons
Drivers
initials
Rain
a -et
SLNxy
r
Iyq#0
Tip
-o -L3
6.
2.
2.0
7?1
7P i
w,wv
(fir+
1 i.;LOO
TH
0 +!
N -17-Z3
6 7
, 0
c
Te I
.SUNNY
/'Y
21600
)��z3
S�
.6
T%/
7-IT-2-3
G-S—
'7- ;Lo .z-3
r.4-I-y
Tr?_
C)ve-"S}
pry
l q yo u
J (r
0 1-
r? �I 23
S'
%)
Pei
—PZ
CANNY
DrY
rre
o Fi
7-25-23
6-sue
/,
L�'�
d ���,�7
U�. ;
l�yoo
D
4t
7,7- 23
P
r PZ
7•?f-�Zj
(y s�
LIK
&J-1->r
;PL
skh�i
Pr'
1 y.
p,�
o,
10-
7
Ap,�
Vat
T
0 .
I* -Z 4 -z3
6 . Sl
2 7
P
—
..�d P
uti.1Y
01-
I o r-0
-t
a
/a-1-7-ti5
64-
P
ye
t),)Cy
30600
,S
a
10-so -;t3
j—r,
S"NN,/
Ur Y
27000
SH
0 01
10 -3� -z3
6 • it
2.7
�e�-
iP
S4Nti
Pry
IUOU
0 II
rjcr-7�3
P
�54�.-,�y
oe
.2 oo
d
6.6
�
�
��
e,,o
d
�G-
0 ,,

Sodium Absorption Ration (SAR) 2023
9/14/2023 Results
Ca — 1030 mg/kg
Mg — 73.9 mg/kg
Na — 56.8 mg/kg
You have to know the valence of each of the compounds (can be found on the periodic
table) so you can convert mg/I (mg/kg) to meq/I.
Ca has 2 electrons, and the molar mass is 40.4.
Mg has 2 electrons, and the molar mass is 24.3.
Na has 1 electron, and the molar mass is 22.9.
Ca concentration = (1030 mg/kg x 2) / 40 = 51.5 meq/L
Mg concentration = (73.9 mg/kg x 2) / 24.3 = 6.08 meq/L
Na concentration = (56.8 divided by 22.9) = 2.48 meq/L
SAR is:
Concentration of Na in meq/L divided by the square root of Y2 x (concentration of Mg in
meq/L + concentration of Ca in meq/L)
Sum of Ca and Mg = 57.58, half of that is 28.79
Square root of 28.79 = 5.36
Na is 2.48
The SAR results is:
2.48/5.36 = 0.46 meq/L

PATHOGEN & VECTOR ATTRACTION
REDUCTION FORMS

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules)
Facility Name: Town of Boiling Springs WQ Permit Number:
WWTP Name: Town of Boiling Springs WWTP NPDES Number:
WQ0018352
NCO071943
Monitoring Period: From l/l/2023 To 12/31/2023
Pathogen Reduction (40 CFR 503.32) - Please indicate level achieved and alternative performed:
Class A:
Alternative 1 ❑
Alternative 2 ❑
Alternative 3 ❑
Alternative 4 ❑
Alternative 5 ❑
Alternative 6 ❑
If applicable to alternative
performed (Class A only) indicate "Process to Further
Reduce Pathogens":
Compost ❑
Heat Drying ❑
Heat Treatment ❑
Thennnophilic ❑
Beta Ray ❑
Gamma Ray ❑
Pasteurization ❑
Class B:
Alternative 1 R]
Alternative 2 ❑
If applicable to alternative
performed (Class
B only) indicate "Process to Significantly Reduce Pathogens":
Lime Stabilization ❑
Air Drying❑
Composting ❑
Aerobic Digestion p
Anaerobic Digestion Ll
If applicable to alternative performed (Class A or Class B) complete the following monitoring data:
Parameter
Allowable Level
in Slud e
g
Pathogen Density
o
NumberFrequency
Excee-
d nces
of Analysis
Sample
Type
Analytical
Teil�
Minimu
Geo. Mean
aximu
Units
Fecal Coliform
2 x 10 to the
6th power
per gram of
total solids
MPN
602
1103
1642
MPN/g
0
7/year
Grab
SM9221
CFU
1000 mpn per gram
of total solid (dry
weight)
Salmonella bacteria
(in lieu of fecal
coliform)
3 MPN per 4 grams
total solid (dry
weight)
Vector Attraction Reduction (40 CFR 503.33) - Please indicate option per>ormed:
Alt.I (VS reduction)
❑
Alt. 2 (40-day bench)
❑
Alt. 3 (30-day bench) ❑
Alt. 4 (Spec. O, uptake)
0
Alt. 5 (14-Day Aerobic)
❑
Alt. 6 (Alk. Stabilization
❑
Alt 7 (Drying - Stable) ❑
JAIt. 8 (Drying - Unstable)
❑
Alt. 9 (Injection)
❑
Alt. 10 (Incorporation)
❑
No vector attraction reduction alternatives were performed
D.
CERTIFICATION STATEMENT (please check the appropriate statement)
El "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector
attraction reduction requirement in 40 CFR 503.33 have been met."
❑ "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector
attraction reduction requirement in 40 CFR 503.33 have not been met." (Please note if you check
this statement attach an explanation why you have not met one or both of the requirements.)
"This determination has been made under my direction and supervision in accordance with the system
designed to ensure that qualified personnel properly gather and evaluate the information used to determine
that the pathogen and vector attraction reduction requirements have been met. I am aware that there are
significant penalties for false certification including fine and imprisonment."
Mike Gibert / Public Works Director Todd Humphries / Wastewater Plant Supervisor
Preparer Name and Title (type or print) Land Applier Name and Title (if applicable)(type or print)
Signature of Preparer* Date Signature of Land Applier (if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T .1102 (26)
DENR FORM PVRF 503 (12/2006)

Annual Pathogen and Vector Reduction Summary
Town of Boiling Springs permit # WQ0018352
2023
Fecal Coliform - Class B
There were seven (7) test results provided by Pace Analytical Services in Huntersville.
The calculated Geo Mean for the Fecal Coliform samples was 1103 MPN/g.
Vector Attraction Reduction
Option 4 - Sour test results are reported in the attached data showing seven (7)
test results at 0.96 mg Oxygen/g/hr or less for Specific Oxygen Uptake Rate.
End temperature for each test result was under 30 Degrees Celsius and the percent
solids were under 2% for each result.

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name
Biosolids Permit Number
Date
Digester Temperature
Sampling Date/Time
Sampled By
Analysis Date/Time
Analyzed By
Sample Volume
Total Solids
Beginning Temperature
End Temperature
Dissolved Oxygen Level
Town of Boiling Springs,NC
WO0018352
9/14123
26
/ 4/2023 / 6:00 AM
Todd Humphries
9/14/2023 / 600:00 AM
Todd Humphries
300
1.34
25
24
Slope: 0.1
Intercept: 7.8
Correlation Coefficient: 0.9
rilliliters
%a Dry Solids
legrees Celsius
legrees Celsius
Oxygen Uptake Rate: 3.31 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.82 mg Oxygen/g/hr
Average Temperature: 25 degrees Celsius
Temperature Correction Factor: 0.783526166
Temperature Corrected Specific Oxygen Uptake Rate:. 0.65 nag Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically-
(1) 2 3 4 5 6 7
Circle Test #
PH 1 8.0 @ 0610

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name:
Biosolids Permit Number:
Date:
Digester Temperature:
Sampling Date/Time
Sampled By
Analysis Date/Time
Analyzed By
Sample Volume
Total Solids.
Beginning Temperature
End Temperature
Dissolved Oxygen Level
(mg/1)
7.74
7.65
7.21
7.18
6.65
6.59
Town of Boiling S rin s,NC
WQ0018352
9/14/23
26
9/14/2023 / 6:15:00 AM
Todd Humphries
9/14/2023 / 6:15:00 AM
Todd Humphries
300
1.34
25
24
Slope: 0.1
Intercept: 7.7
Correlation Coefficient: 1.0
milliliters
'/o Dry Solids
degrees Celsius
degrees Celsius
Oxygen Uptake Rate: 4.92 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 1.22 mg Oxygen/g/hr
Average Temperature: 25 degrees Celsius
Temperature Correction Factor: 0.783526166
Temperature Corrected Specific Oxygen Uptake Rate: =0.96mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically-
1 (2) 3 4 5 6 7
Circle Test #

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name;
Biosolids Permit Number
Date
Digester Temperature
Sampling Date/Time
Sampled By
Analysis Date/Time
Analyzed By
Sample Volume
Total Solids
Beginning Temperature
End Temperature
Dissolved Oxygen Level
mA1i
7.49
7.59
7.06
7.02
Town of Boiling Springs,NC
Q0018352
9/14/23
26
9/14/2023 / 6:30:00 AM
Todd Humphries
9/14/202316:30:00 AM
Todd Humphries
300
1.33
25
24
Slope: 0.1
Intercept: 7.7
Correlation Coefficient: 0.9
milliliters
'/o Dry Solids
Degrees Celsius
Degrees Celsius
Oxygen Uptake Rate: 3.40 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.85 mg Oxygen/g/hr
Average Temperature: 25 degrees Celsius
Temperature Correction Factor: 0.783526166
Temperature Corrected Specific Oxygen Uptake Rate: 0.67 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 (3) 4 5 6 7
Circle Test #

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name.
Biosolids Permit Number:
Date:
Digester Temperature:
Sampling Date/Time:
Sampled By:
Analysis Date/Time:
Analyzed By:
Sample Volume:
Total Solids:
Beginning Temperature:
End Temperature:
Dissolved Oxygen Level
(rnglly
7.19
7.11
6.78
6.71
Town of Boiling Springs,NC
VVQ0018352
9/14/23
26
9/14/2023 / 6:45 AM
Todd Humphries
9/14/2023 / 6:45 AM
Todd Humphries
300
1.32
25
24.0
Slope: 0.1
Intercept: 7.5
Correlation Coefficient: 1.0
milliliters
'10 Dry Solids
legrees Celsius
Degrees Celsius
Oxygen Uptake Rate: 3.94 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.99 mg Oxygen/g/hr
Average Temperature: 25 degrees Celsius
Temperature Correction Factor: 0.783526166
Temperature Corrected Specific Oxygen Uptake Rate: 0.78 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 3 (4) 5 6 7
Circle Test #

Specific Oxygen Uptake Rate
SOUR
Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Facility Name:
Biosolids Permit Number:
Date:
Digester Temperature-
Sampling Date/Time:
Sampled By:
Analysis Date/Time:
Analyzed By:
Sample Volume:
Total Solids:
Beginning Temperature:
End Temperature:
Dissolved Oxygen Level
Town of Boiling Springs,NC
W00018352
9/14/23
26
9/14/2023 / 7:00 AM
Todd Humphries
9/14/2023 / 7:00 AM
Todd Humphries
300
1.32
25
24.0
Slope: 0.1
Intercept: 7.5
Correlation Coefficient: 1.0
milliliters
In Dry Solids
Degrees Celsius
legrees Celsius
Oxygen Uptake Rate: 4.36 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 1.10 mg Oxygen/g/hr
Average Temperature: 25 degrees Celsius
Temperature Correction Factor: 0.783526166
Temperature Corrected Specific Oxygen Uptake Rate 0.86 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 3 4 (5) 6 7
Circle Test #

Specific Oxygen Uptake Rate
SOUR
Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Facility Name
Biosolids Permit Number
Date
Digester Temperature
Sampling Date/Time
Sampled By
Analysis Date/Time
Analyzed By
Sample Volume
Total Solids
Beginning Temperature
End Temperature
Dissolved Oxygen Level
(mg/1)
7.51
7.34
7.37
7.25
7.14
Town of Boiling Springs,N
WO0018352
9/14/23
26
9/14/2023 / :00 A
Todd Humphries
9/14/2023 17: 00 AM
Todd Humphries
300
1.32
25
24.0
Slope: 0.1
Intercept: 7.5
Correlation Coefficient: 1.0
milliliters
Yo Dry Solids
Degrees Celsius
legrees Celsius
Oxygen Uptake Rate: 4.36 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 1.10 mg Oxygen/g/hr
Average Temperature: 25 degrees Celsius
Temperature Correction Factor: 0.783526166
Temperature Corrected Specific Oxygen Uptake Rate: 0.86 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 3 4 (5) 6 7
Circle Test #

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name
Biosolids Permit Number
Date
Digester Temperature.
Sampling Date/Time
Sampled By
Analysis Date/Time
Analyzed By
Sample Volume
Total Solids
Beginning Temperature
End Temperature
Dissolved Oxygen Level
tmg►l
7.29
7.26
7.21
7.21
7.12
7.09
Town of Boiling Springs,NC
WO0018352
9/14/23
23
9/14/2023 / 7:15 AM
Todd Humphries
9/14/2023 / 7:15 AM
Todd Humphries
300
1.33
25
24.0
Slope: 0.0
Intercept: 7.5
Correlation Coefficient: 0.9
-milliliters
Dry Solids
legrees Celsius
Degrees Celsius
Oxygen Uptake Rate: 2.41 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.60 mg Oxygen/g/hr
Average Temperature: 25 degrees Celsius
Temperature Correction Factor: 0.783526166
Temperature Corrected Specific Oxygen Uptake Rate. 0.47 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically-
1 2 3 4 5 (6) 7
Circle Test #

Specific Oxygen Uptake Rate
SOUR
Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Facility Name:
Biosolids Permit Number
Date
Digester Temperature
Sampling Date/Time
Sampled By
Analysis Date/Time
Analyzed By
Sample Volume
Total Solids
Beginning Temperature
End Temperature
Dissolved Oxygen Level
(mgll)
7.73
7.63
7.54
7.32
7.28
7.17
6.81
6.75
Town of Boiling Springs,NC
VVQ0018352
9/14/23
26
9/14/2023 / 7:30 AM
Todd Humphries
9/14/2023 / 7:30 AM
Todd Humphries
300
1.33
25
24.0
Slope: 0.1
Intercept: 7.7
Correlation Coefficient: 1.0
v illiliters
�/o Dry Solids
degrees Celsius
Degrees Celsius
Oxygen Uptake Rate: 3.85 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.97 mg Oxygen/g/hr
Average Temperature: 25 degrees Celsius
Temperature Correction Factor: 0.783526166
Temperature Corrected Specific Oxygen Uptake Rate: 0.76 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 3 4 5 6 (7)
Circle Test #

SOIL ANALYSIS REPORT

Lr��J
J
J
Q
•o J
Q
W
Q
M
07
lf7
O
m
� fD
N r
N T
O
T O Z
0 Z +-
r r 7
0> a c°�
co
E
m
LL
y
_T
cz
C
Q
T
O )
CO
CM LL
00
m m
Z
a) a)
-2-2
Y >Y
C
d
u
O O
N N
O
C) CD
0 0
v r
i O
m
0 M
aD —
O
G in
ca
t
U 00
n o
J N
>
U
coyQZ
BY-0CD a)
(d —
0
C 0 y
C) Q)o
C 'i O
co 7
d F- O =
O
U
c
0
co
a
(6
a
0_
co
N
a,
a
0
U
z
CIS
U
C
2
a
0
U
U
N
C_
a
a1
E
0
m
a
ro
0
0
2
Mn
L
C
O
O
L
N
0
a
E
E
0
0
m
M i
E a
U
of r
C w
� m
w
vm
c
E S
c �j
2
O o
Z m
r U
E
O N
o U
N cC
E
c O
Z
c
m `o
U c
W O
U !�
I I �
n Q
C Co
O
Page 4 o�4�
N 0
H Z

n m
c
c
J S
S
i
G G
K
=
�
ti
n
o
w W
C C
Y
G
q
j
0
n
C=1
e,
6
d
q
s
•�
ti
3 � 3
ru
3
3
m
m
�
-
o
g
—
c
-
n
r<a2-
q
g
� c
3n
3
3
_
w
2
c c
c
D
p
T 3
cr
o
n y._ _ ,r3�,
y 3
c �
6
N n
A
-
�
m
n
�
n
c
-
y
V
N
s
c
a a D
g
a
K
m
c
�
o
z
z
C
O
A
2
O
9-O
j
3
0
�
m
q
3
°
n
q
O
m
O
R7
=
C
G1
s
I+
O
m
_o
c
c
a
�
CO
a
�
�
nM;J
�
n
�
�
N
O
n
S
fJ z
n Q
O
N T
o
C
�
u
O
a °
i
0
3
o
0
c
O D
M
s
2. a'
n
v
z
z a
nP
v
�
n
y
o
n
p
n
N
4,3
n
N
a .13
n
o
n
o
=
a
n
� �
i
V N
3 p
I
j
x x
Acidity / pH
T a
77
3
3
E
x x
Basic Saturation
V
s
x x
Calcium / Copper
n
O
3
O
-
��
x x
CEC ! ESP
x x
Magnesium
2
N�
CD
x x
Manganese
=
o� • ■
x x
O/D Humic Matter
c F
x x
Phosphorus
o ^ a
o
�
x x
Potassium
CO
=�
ME
ME01
01
x x
Sodium !Zinc
rr r�v'131-
O
• 1'�
O .1
O< n n�
� '0 - 4 f.f C N 6 T
3
{
FF
j-•Ell o ao
-
r,, .. n ..m
�•
3 F•
n
R
n �
11 rt G I -
_
Page 2 of 4