NCG590041_Application_20230119

e1,�STATE o-
ROY COOPER �:
Governor ���
ELIZABETH S.BISER °„ i
gum.,N1A° ,-.
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
January 19, 2023
City of Salisbury
Attn: Jason Wilson, Assistant Utilities Dir.
PO Box 479
Salisbury, NC 28145
Subject: Permit Application
Application No. NCG590041
Salisbury City-Rowan Utilities
Rowan County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 153818 in the amount of $100.00 as payment of the application fee.
These items were received in our offices on September 8, 2022. Your application will be assigned to a permit writer
within the Section's NPDES WW permitting branch. The permit writer will contact you if additional information is required
to complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.govfpermits-regulations/permit-guidancelenvironmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
` kQ/tkJ
Wren Thedf rd 4?-d
Administrative Assistant
Water Quality Permitting Section
cc: Keith Garbrick-LasBella
ec: WQPS Laserfiche File w/application
-i� North Carolina Department of Environmental Quality Division of Water Resources
�p`E ✓J� Mooresville Regional Offce 610 East Center Avenues Suite 301 Mooresvilk.North Carolina 28115
�� .V_ 704.h63-1699

LaBetLa
Powered by partnership.
To: Division of Water Resources
Water Quality Permitting Section - NPDES Date: 1/12/2023 Project#:
1617 Mail Service Center Re: City of Salisbury General Permit Application
Raleigh, NC 27699-1617
Attn: ATTN: Siying Chen
We are sending you: ❑ Attached 0 Under Separate Cover
O Shop Drawings 0 Prints 0 Plans 0 Samples 0 Specifications
❑ Copy of Letter ❑ Change Order 0 Please Sign and Return 0 Permit Fee
Copies Date No. Description
These are transmitted
® For Approval ❑ Reviewed 0 Resubmit Copies for approval
O For Your Use 0 Furnish as corrected 0 Submit Copies for distribution
❑ As Requested 0 Returned for corrections 0 Return Corrected prints
❑ For Review and Comment 0
❑ For Bids due
Comments
Copy to:
(0)w/enc.
Signed: Thomas Mathews
(0)w/enc.
630 479-5335
(0)w/enc.
Tmathews©a labellapc.com
400 South Tryon Street Suite 1300 Charlotte, NC 28285 p [phone]
www.labellapc.com

0,
LaBella
I.,r, Powered by partnership.
September 12th, 2022
Division of Water Resources
Water Quality Permitting Section - NPDES
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: City of Salisbury(Salisbury-Rowan Utilities)Application for NPDES Permit to Discharge
Wastewater
To whom it may concern:
On behalf of the City of Salisbury(Salisbury-Rowan Utilities), we are applying for a NPDES Permit to
discharge wastewater at their existing water treatment plant. We have reviewed the conditions set
forth in the NCG590000 general permit and would like to be considered for coverage. We also
understand upon issuance of a general permit,the individual NPDES permit for this facility will be
rescinded. Please find the following included with this cover letter:
EPA Form 1 - Application for NPDES Permit to Discharge Wastewater
Figure 1 - Existing Waterplant Layout
Salisbury Raw Water Analysis
State of NC General Permit NO. NCG590000
LaBella Associates - Engineering Report
Respectfully submitted,
LaBella Associates
RECEIVED
l orT O6 2022
Keith R. Garbrick, PE NCDEQ/DWR/NpoEs
Southeast Regional Vice President
400 S.Tryon Street, Suite 1300 Charlotte, NC 28285 p(704)376-6423 f(704) 332-6177
www.labellapc.com

r
EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
110000552900 CITY OF SALISBURY OMB No.2040-0004
Form U.S.Environmental Protection Agency
1 — EPA Application for NPDES Permit to Discharge Wastewater
NPDES GENERAL INFORMATION
SECTION 1.ACTIVITIES REQUIRING AN NPDES PERMIT(40 CFR 122.21(f)and (f)(1))
1.1 Applicants Not Required to Submit Form 1
Is the facility a new or existing publicly owned Is the facility a new or existing treatment works
1.1.1 treatment works? 1.1.2 treating domestic sewage?
If yes,STOP. Do NOT complete 0 No If yes,STOP. Do NOT No
Form 1. Complete Form 2A. complete Form 1. Complete
Form 2S.
1.2 Applicants Required to Submit Form 1
1.2.1 Is the facility a concentrated animal feeding 1.2.2 Is the facility an existing manufacturing,
operation or a concentrated aquatic animal commercial,mining,or silvicultural facility that is
n production facility? currently discharging process wastewater?
oYes 4 Complete Form 1 g No Yes 4 Complete Form E No
a and Form 2B. 1 and Form 2C.
1.2.3 Is the facility a new manufacturing,commercial, 1.2.4 Is the facility a new or existing manufacturing,
mining,or silvicultural facility that has not yet commercial,mining,or silvicultural facility that
commenced to discharge? discharges only nonprocess wastewater?
d Yes 4 Complete Form 1 0 No ❑ Yes 4 Complete Form E No
re and Form 2D. 1 and Form 2E.
1.2.5 Is the facility a new or existing facility whose
discharge is composed entirely of stormwater
associated with industrial activity or whose
discharge is composed of both stormwater and
non-stormwater?
E Yes 4 Complete Form 1 No
and Form 2F
unless exempted by
40 CFR
122.26(b)(14)(x)or
b 15 .
SECTION 2. NAME, MAILING ADDRESS,AND LOCATION(40 CFR 1n.21(f)(2))
2.1 Facility Name
Salisbury-Rowan Utilities(SRU)City of Salisbury Water Treatment Plant
O 2.2 EPA Identification Number
U
O 110000552900
2.3 Facility Contact
Name(first and last) Title Phone number
Jason H. Wilson Assistant Utilities Director [phone]
Email address
[e-mail]
2.4 Facility Mailing Address
Street or P.O. box
P.O.Box 479
City or town State ZIP code
Salisbury NC 28145
EPA Form 3510-1(revised 3-19) Page 1

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
110000552900 CITY OF SALISBURY OMB No.2040-0004
d 2.5 Facility Location
a . Street,route number,or other specific identifier
a c North Jackson Street
as 0
c c County name County code(if known)
M 0 Rowan
o
City or town State ZIP code
z Salisbury NC 28144-4264
SECTION 3.SIC AND NAICS CODES(40 CFR 122.21(f)(3))
3.1 SIC Code(s) Description(optional)
4941 Water Supply
N
d
0
V
co
3.2 NAICS Code(s) Description(optional)
-o
22131 Water Supply
U
co
SECTION 4.OPERATOR INFORMATION(40 CFR 122.21(f)(4))
4.1 Name of Operator
Salisbury-Rowan Utilities
4.2 Is the name you listed in Item 4.1 also the owner?
c 0 Yes ❑ No
4.3 Operator Status
R ❑ Public—federal ❑ Public—state I Other public(specify)municipal
o ❑ Private ❑ Other(specify)
4.4 Phone Number of Operator
4.5 Operator Address
Street or P.O. Box
R
E m P.O.Box 479
o g
City or town State ZIP code
o v Salisbury NC 28145
co
o. Email address of operator
[e-mail]
SECTION 5.INDIAN LAND(40 CFR 122.21(f)(5))
R -0 5.1 Is the facility located on Indian Land?
c ❑ Yes O No
EPA Form 3510-1 (revised 3-19) Page 2

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
110000552900 CITY OF SALISBURY OMB No.2040-0004
SECTION 6.EXISTING ENVIRONMENTAL PERMITS(40 CFR 122.21(f)(6))
R 6.1 Existing Environmental Permits(check all that apply and print or type the corresponding permit number for each)
d ❑ NPDES(discharges to surface ❑ RCRA(hazardous wastes) ❑ UIC(underground injection of
c water) fluids)
V ._
+ a ❑ PSD(air emissions) ❑ Nonattainment program(CM) ❑ NESHAPs(CM)
w ❑ Ocean dumping(MPRSA) ❑ Dredge or fill (CWA Section 404) ❑ Other(specify)
SECTION 7.MAP(40 CFR 122.21(f)(7))
7.1 Have you attached a topographic map containing all required information to this application?(See instructions for
a. specific requirements.)
❑r Yes ❑ No ❑ CAFO—Not Applicable(See requirements in Form 2B.)
SECTION 8.NATURE OF BUSINESS(40 CFR 122.21(f)(8))
8.1 Describe the nature of your business.
Public Potable Water Supply
a
a
a)
_.y
=
w
O
a,
=
i6
SECTION 9.COOLING WATER INTAKE STRUCTURES(40 CFR 122.21(f)(9))
9.1 Does your facility use cooling water?
d ❑ Yes 0No 4 SKIP to Item 10.1.
R 9.2 Identify the source of cooling water. (Note that facilities that use a cooling water intake structure as described at
a,w 40 CFR 125,Subparts I and J may have additional application requirements at 40 CFR 122.21(r).Consult with your
c NPDES permitting authority to determine what specific information needs to be submitted and when.)
O -
O N
U
SECTION 10.VARIANCE REQUESTS(40 CFR 122.21(f)(10))
10.1 Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(m)?(Check all that
apply.Consult with your NPDES permitting authority to determine what information needs to be submitted and
when.)
d ❑ Fundamentally different factors(CWA ❑ Water quality related effluent limitations(CWA Section
Section 301(n)) 302(b)(2))
❑ Non-conventional pollutants(CWA ❑ Thermal discharges(CWA Section 316(a))
Section 301(c)and(g))
Not applicable
EPA Form 3510-1(revised 3-19) Page 3
L

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
110000552900 -.•. CITY OF SALISBURY OMB No.2040-0004
SECTION 11.CHECKLIST AND CERTIFICATION STATEMENT(40 CFR 122.22(a)and(d))
11.1 In Column 1 below,mark the sections of Form 1 that you have completed and are submitting with your application.
For each section,specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note
that not all applicants are required to provide attachments.
Column 1 Column 2
E Section 1:Activities Requiring an NPDES Permit ❑ wl attachments
❑✓ Section 2: Name, Mailing Address,and Location ❑ wl attachments
❑ Section 3: SIC Codes ❑ wl attachments
❑r Section 4:Operator Information ❑ wl attachments
❑r Section 5:Indian Land 0 w/attachments
❑ Section 6: Existing Environmental Permits ❑ w/attachments
Section 7: Ma w/topographic
❑�
cop ❑ map ❑ w/additional attachments
a` ❑r Section 8: Nature of Business 0 w/attachments
.173
❑ Section 9:Cooling Water Intake Structures ❑ w/attachments
c) © Section 10:Variance Requests ❑ w/attachments
c
0 Section 11:Checklist and Certification Statement ❑ w/attachments
11.2 Certification Statement
c.�
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision
in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system,or those persons
directly responsible for gathering the information, the information submitted 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 fine and imprisonment for knowing violations.
Name(print or type first and
/last name) Official title
---/ASonl /1. �,//Lr6A) mAir ffTit trio-�i�csc:a2
Signature ‘1,cfa —t-
Date signed
Da-7". I4 /9 ,0 Z o Z Z
EPA Form 3510-1(revised 3-19) Page 4
L 1

N.C. Department of Environment and Natural Resources REPORT OF PHYSICAL TESTS AND CHEMICAL ANALYSIS
Division of Environmental Health,Public Water Supply Section
Month: July
Year: 2022 PUBLIC WATER SYSTEM FOR: ...__SALI_$BLJRY-ROWAN UTILITIES PWSID: 91-80-010
CARBON TOTA1. ToTAl. ' MAN. RESIDUAI.
'ruR1nbrrY COLOR pH DIOX11)1: ALKALINITY IIARDNLSS IKON OANI:.SB FLUORIDE CHLORIDE 1111OSl'llMME CIII.ORINI: C T
a % P a et x IX a a oe x a x oe a w w ° w °`
co �w •9 a w w w w w w w w w w w w S w s w 2 ' o e
G a I-• F I-. w C to F C F F a F F eC I- F et 1- CC G a F X F X F IL 1- o S 0 In F ...,I''::s {y
a w < rn r4 A w w g w g !I w -[ !G w g !C w g w w w !G w g w 5 W R 4 J F E^! C7
L., w F w W A h rr F i f. i i F S i 1. i F► F G F. 5 F G F i I,OC K OG y a /�WaW is 'L i�G 7 r `c'7
e p 1-O F�'E{ j i Y O i a A i 0 0 A C Y o :.5.,,,,-1 i 0 i o i 0 s A w M J h 6 F 1 F-� w i „-11 t F
w w rn r sat w w w w w w •r T ►O r w r W r w •5 w td!G 4-[ .0 • R ce r+ w U J
ai ► © �"�'? y„" r r x r r r r x r r r r ..t+ Y p .e .7 A
� o Y i OG i OL S + K. 1' Y i,�j i Y i r
i �. n1 F w v, w w11 v_, `12
r• .r- :: H H ` Fg r F r g r r UU
F W OL O , 7_ .1 7_ J .f.. .4 % a l_ J.. /_ O 04 m / ''F U e
✓ i e : c.. is w ii . 1. 1. T. fi w ♦. 'w F O 5
u
I 26 4 12 100 0 6.6 6.8 7.3 9 10 8 31 27 29 24 29 : 0.303 0.030 0.014 0.Q0i 0.11 0.53 k w 'r': 1.31 0,28 l.62 108 23.7
2 26 4 12 10D 0 7i:: 6,5 6.7 7.4 9 l0 5 25 24 30 23 30 0,094 0.009 0.010 0.000 0.09 0,43 'l: r`^Sic ?,Pr 1",,, .: y- 1.33 0.21 1.63 154 33.8
1 26 4 1 12 100 0 2_;1 6,5 6,7 7.5 9' 10 5 26 27 28 24 30 ,",' N, 0.135 0,000 0.007 0.000 0.10 0.46 ': .i,-i;`,i,'2 pia;gz ' 1.26 0.30 1,73 137 30.0
4 26 11 12 100 0 . 6.5 6.7 7.4 10 9 7 24 25 28 23 30 c.,;^4.' 0306 0.016 0.020 0.006 0.10 0.46 '.;{;{z a;,::tA+a.tog y. .. 1.28 0.29 1.52 r 138 15.5
5 26_ I0 12 100 0`':" ;;:' 6.5 6.6 7.2 9 9- 7 23 24 27 23 29'.'�;y':�, 0.407 0.000 0.023 0.007 0,11 0.51 s'i,C Yy 'ul1?t`1, 1.40 0,19' 1,48 105 15.6
6 26 13 12 100 0 ,1. :',4r 6.5 6.5 7.2 11' 10 7 21' 24 30 21 27. 0.293 0,000 0.017 0.004 0.10 0.51 ^,, go 1.46 0.21 1.45 138 28.8
7 26 27 12 100 0 r��C'i k; 6.3 6.5 7,2 10 9 6 20 23 24 21 26 ,4 0,883 0.000 0.057 0.003 0.10 0.50 ,. - 1,38 0.18 1.58 110 25.5
8 26 25 12 100 0-,Fa S; 6.3 6.4 7.3 12 11 7 19 22 27 21 27 0.815 0.000 0.046 0.003 0.10 0.50 Wii Ng M ; t3, 1.36 0,17 1,52 117 13.2
9 26 68 12 100 0 ▪ 6.3 6.4 7.2 10 9 7 201 24 25 21 25 1.072 0.000 0.053 0.001 0.10 0.47 r 3r F 1.38 0.21 1.50 106 12.3
ID 25 92 12 100 0 a w. 6.2 6.4 7.4 9 9 6 20 22 24 20 25 Vig 1.988 0,111 0.142 0.009 0.09 0.47 -' 1.39 0,14 1.45 131 14.8
II 25 106 12 100 0 0 gI 6.4 6.5 7.2 15 11 7 17 19 24 17 23 y,' ', 2.558 0.000 0.216 0.000 0,10 0.51 40r ' XX 1.38 0.15 1.37 122 18.8
12 25 103 12 100 0 6.2 6.3 7.4 13 10 10 17 18 24' 22 26 -.2; 2.355 0.000 0.200 0.002 0.10 0.54 sY� ,,;?c .,. 1.26 0.25 1.52 158 24.4
13 25 79 12 100 0 6.3 6.4- 7.4 10 9 7 161 19 22 18 25 "f- 0.210 0.000 0.157 0.004 0.10 0.54 ; i vgk4 1.25 0.15 1.55 142 16.4
14 25 66 12 100 0 t,, 6.3 6.5 7.4 11 10 8 17 19 25 24 28 n.' 1.537 0.000 0.099 0.002 0.10 0.53 •,ts'z . VW 1.19 0.12 1.20 110 10.4
15 24 95 12 100 0, Mr: 6.4 6.4 7.2 10 10' 6 19 20 23 19 25 r 1.844 0.025 0.126 0.001 0.10 0.50 ;:i.,.., 1.23 0.13 1.45' 127 18.9
16 26 91 12 100 0"4▪ 6.2 6.3 7.4 II 10 6 16 19 24 20 26 AA 1.738 0.035 0.112 0.000 0.09 0.56 . 1.27 0.23 1.67 121 13.6
17 26 56 12 100 0 VI, * 6.2 6.5 7.6 12 8 7 16 18 24 22 25 3 . 1.274 0.000 0.084 0.000 0.09 0.55 ti,:;. M, . ,, > 1.28 0.23 1.50 137 20.4
18 26 44 12 100 0.:,1,z'AJ ' 6.2 6.5 7.4 13 11 8 19 21 26 20' 26 1.217 0,000 0.074 0.001 0.09 0.54 4 iag pop 1.24 0.18' 1.55 148 16.2
19 26 38 12 100 0 C'a+a9 1`'. 6.3 6.6 7.5 12 11- 7 18 20 7 28 31 -r'; '• 1.148 0.000 0.064 0.000 0.09 0.49 F x„, 4,' 1.36 0,24 1.53 149 16.3
20 26 30 12 100 0 6.4 6.5 7.1 11 9 7 19 25 27 21 27 0.785 0.000 0.044 0.001-0.09 0.51 .'` tw,4, ;` " ,{ 1.20 0,18 1.41 95 22.0
21 26 25 12 100' 0 in lg.;. 6.4 6.7 7.7 II 9 10 18 23 27 26 31 ,.+' 0.756 0.000 0.022 0.006 D.09 0.50 ;y;; ; 1.40 0.20 1.49 104 22.8
22 26 22 12 100 OW* 6.5 6.6 7.6 Il 10 6 18 24 28 23 28 0.632 0,000 0.032 0.000 0.09 0.49 ,t Zg itstre" -'+';' 1,35 0.28 1.55 102 21.3
21 27 20 12 100 0 0 6.4 6.6 7.5 I! 10 8 20 25 27 24 25 nf0.803 0.014 0,047 0.008 0,09 0.46
a%3 zet 1.35 0.31 1.60 110 15,8
24 26 19 12 100 0 , 6.4 6.6 7.3 9 9 8 22 24 26 21 26 0,677 0.053 0.031 0,000 0.09 0.46 O� :;, �s =, 137 0,24 1.54 108 15.5
25 27 24 12 100 0 ▪ 6.4 6,6 7.2 II 9 8 21 I5 24 22 27 0.633 0.000 0.026 0.000 0,08 0.49 gar FE .,, 1.40 0.27 1.50 106 49,1
26 27 16 12 100 0 s. ', 6.4 6.6 7.5 12 10 8 23 22 27 23 28 , '; 0.566 0.000 0.032 0.003 0.09 0.55 t t, '<,.1 1.26 0.23 1,69 130 60.2
27 27 13 12 100 0 6.4 6.6 73 12 10 7 25 24 31 21 27 _ 0,439 0.000 0.020 0.0041 0.08 0.55 a,.? vz. 1.25 0.28 1.58 148 16.7
28 26 18 12 100 0 .,' 6.5 6.6 7.4 13 10 7 22 26 31 24 28 0.619 0.028 0.027 0.002 0.13 0.54 N .,,eV int t14 1.27 0.29 1.55 154 71.3
29 27 18 12 100 0< 6.5 6.7 7.4 13 10 9 23 22 30 24 3I 0,634 0.060 0.028 0.000 0.09 0.55 •gar j 1.26 0.29 1.63 172 37.7
30 27 26 12 100 0 st 6.4 6.7 7.4 10 7 6 21 21 25 24 30 0.656 0.045 0.037 0.009 0.09 0.58 ` 4 * 'z: 1.19 0.28 1.65i 427 197.7
31 26 26 12 100 0 4g; 6.4 6.5 7.4 9 7 7 23 22 27 21 27 '. 0.698 0.000 0.052 0.010 9.08 0.55 . • »'t ,5"2M." 1.23 0.21 1.71 173 72.1
TOT 805 1,193 372 3,100 0` �I97.80 203.00 228.40 338 296 222 639 698 801 685 848 28.075 0.417 1.919 0.087 2.95 15.88 40.54 6.92 47.72 4,287 970.7
AVG 26 38 12 100 0 6.38 6.55 7.37 11 10 7 21 23 26 22 27 0.906 0.013 0.062 0.003 0.10 0.51 1.31 0.22 1.54 138 31.3
MAX 27 106 12 100 0 6.60 6.80 7.70 15 11 10 31 27 31 28 31 2.558 0.112 0.216 0.010 0.13 0.58 1.46 0.31 1.73 427 197.7
MIN 24 4 12 100 0 6,20 6.30 7.10 9 7 5 16 18 7 17 23 0.094 0.000 0.007 0.000 0.08 0.46 1.19 0.12 1.20 95 10.4
PART II-DENR 1940(REVISED 5/93)
WATER SUPPLY(REVIEW 5/96) SIGNED: CERTIFICATE GRADE: A NUMBER: 974545
1

N.C. Departm.eI of Environment and Natural Resources REPORT OF PHYSICAL TESTS AND CHEMICAL ANALYSIS
Division of En-vi)nmental Health. Public Water Supply Section
Month: June
Year: 2022 PUBLIC WATER SYSTEM FOR: _, SALISBUBY-ROWAN UTILITIES PWSID:. .0.1-80-010
CARIION TO'I'r13. I'O"I'AI_ IMAN- RESIDUAI.
TURBIDITY COLOR pH DIOXIDE ALKALINITY HARDNESS IRON GANl SIi FLUORIDE CHLORIDE 1'1lOSPHAI'li CHLORINE C T
•
a a oC a a a as v: a a ! a a a aG w A w aC w
a w m 04 s w w s.. w w w w w w w wW a W y s.. 2 w s t
sY w t q� a sas 4 w ¢ R w < ¢ w R a w +F.2.c w t�i w !Fc w s w 4 sari R - s -A h . F e
sa F r ,. w p 1•+ r F S > F > +� 1 7 F i } l- F- F r I. r %{a{.v:� p OG GC %ix .� r
I-. 1.,w !L r F y 1-, O F "t r ,Z r Z r ' + S Q 5 ti !S r ![ !I r !C 5 R.F- x F w F I"' S + m F
C1 .s 5 O 0m kJ7 Yz i w S a a d w a w sai a s s ° $ w ++ w Z. w �s`e a -[ !R et e w ='
G a'> >e ,1,. G y w o w.. > e AC ? IX S OC s Z +c_ �c + S r Est F i !�r Z i r O-i 15�+ C!
F W z D °c z_ °� a % g t g t % a 7 P1 A a - 5'.' .. a % r le O a - . u a
C
w w o 7 c` w �- ii w w P w w z F 0 .c V
I 23 29 12 100 0 6.2 6,3 7.4 10 10 6 17 18 23 16 23 ' 0,752 0,010 0.047 0.001 0.09 0,54 ^Fr ;,;,' •:r �`. 'vf. .: 1,23 0.15 1.61 109 7.8
tf
2 24 20 12� ^100 0 6.2 6.4 7,5 8 8 10 14 20 24 19 29 ;_;!r, 0.569 0.000 0.034 0,004 0.09 0.54 �,,, ,.N �' 4!'4'.? • 1.26 0.15 1.62 174 12.9
3 24 1.4 12 100 0 $, 6.3 6.4 7.2 II 10 7 18 20 25 17 23 0.472 0.000 0.032 0.004 0,09 0.54 4 s .' •�,0' 1,23 0.18 1.71 123 9,2
.:- 6.4 6.5 7,3 9 10- 6 20 18 22 20 22 '111+': 0.305 0.000 0.000 0.000 0.09 0.56 "`� t s ` , 1,25 0.27 1.50 381 45.4
4 24 9 12 MO 0 a w �..y r v:� 1°`3# r:.
5 24 II 12 100 0 7' 6.3 6,3 7.37 9 9 8 18 18 24 19 23 +xD b 0.373 0.000 0,011 0.006 0.11 0.54 2:; '�`,'2. T<{; 1.27 0.36 1,66 445 50.1
6 23 10 12 100 0 6.4 6.5 7.2 20 10 7 20 22 26 20 25 4'. 0.369 0.009 0.030 0.003 0.08 0.50 pg4re mg ad tim 1,26 0.22 1.60 159 12.5
7 24 12 12 100 0,,,54 gt 6.5 6.6 7,5 9 9 7 21 22 27 25 28' 0A08 0.000 0.027 0.000 0.08 0.49 F ,,,. 1.37 0.26 1.6,5 139 10.7
8 24 12- 12 100 0 y w 6.4 6,8 7.4 11 10 8 20 24 28 21 27 s '44 0,437 0.000 0.027 0,004 0.09 0,51-'M . n+; 1.35 0.16 1.53 143 13.2
9 25 10 12 100 011c4'5gi: 6.5 6.6- 7.5 10 8 7 22 22 29 22 29 0.436 0.000 0,014 0,000 0.08 0.49 it#51 tel gm `, 1.41 0.16 1,66 157 14.2
I D 23 I3 12 100 0 6.6 6.7 7.4 10 10 7 24� 25 29 20 27 WS 0.385 0.000,0.023 0.004 0.09 0.49 "'tat. 1.35 0.19 161 116 10.5
II 24 8 12 100 0 a1z , 6,5 6.6 7.5 10 10 8 22 25 29 I1 27 gm 0.464 0.000 0.026 0.002 0.09 0.46 g 4 - rs 1.39 0,20 1.56 193 16.8
12 24 7 12 100 0 6.41^ 6.6 74 Il 10 9 22 25 28- 20 26 0.197 0.000 0.021 0.008 0.09 0,48 .'; 1.42 0.26 1.42 106 8.2
13 26 8 12 100 0 ARV 6.5 6.7 7.3 If 11 8 21 24 29 21 28 Nit 0.425 0.000 0.022 0.017 0.10 0.50 :':• en NErs 1,42 0.22 1.55 118 13,3
14 26 8 12 I00 0 wt.ga 6.4 6.5 7.4 11 11 8 22 24 28 23 30 UN 0.387 0.000 0.020 0.008 0.10 0.52 as ap 142 0,22 1.60 149 16.8
I5 26 8 12 100 0 ir4 6.4 6.6 7.3 10 10 7 24 24 29' 22 29 . 0.338 0.000 0.021 0.006 0,10 0,54 :WIN gm 1.37 0.22 1.52 112 11.7
16 27 10 12 100 04$ 6.5 6.8 7.6 10 10 8 21 22 27 23 30 0.405 0.000 0.022 0.000 0.10 0.53 1.41 0.14 1.46 110 24.1
^
17 26 6 12 100 0 'mix' 6.5 6.7 7.6 11 11 7 25 25 30 23 29 0,320 0.000 0.008 0.00D 0,10 0.53 =- �: 1.43 0.26 1.52 114 25,0
18 27 6 12 100 0 y".;IsIs At 6.5 6.6 7.3 8 9 6 20 25 25 22 28 =♦? 0.320 0.000 0.007 0.000 0.09 0,52 ) ' liY "ma not 1.41 0.21 1,56 IS7 36.3
19 26 8 12 100 0 iia 4 6.4 6.6 7,4 9 10 7 24 25 26 21 28 • .. 0.412 0.000 0.0I0 0.003 0.11 0.51 p w a .' ' L 1.51 0.26 1,60 126 18,8
20 24 6 I2 100 0 l 6.5 6.6 7.4 9 9 8 24 26 28 22 26 2PA 0,329 0,000 0.010 0.000 0.12 0.51 ' 1.43 0,29 1.47 165 36.2
21 25 10 12 100 OM 6.5 6.8 7.4 12 12 8 24 25 28 27 31 0.606 0.000 0.023 0.000 0.10 0.49 r3>4, t r 1.41 0.22 1.46 101 16.2
22 25 10 12 100 0 `t 6.5 6.6 7.3 10 12 81 23 27 29 23 28 Wi. 0.504 0.000 0.018 0.001 0.09 0.50 ` '" 'Z 1.43 0.11 1.57 135 20.1
23 26 9 12 100 0 se 6.5 6.6 7.4 Il 11 8 24 25 29 29 33 '�• 0.458 0.000 0.020 0.000 0.10 0.50 i%. . ' .,,,v 1.43 0.25 1.54 117 17.4
24 25 7 4 12 100 0 w 6.6 6.7 74 10 9 8 23 24 27 23 28'., 9: 0.470 0.008 0,025 0.003 0.10 0.50 4.•‘.. ip. ,w4 zoi• 0 1.43 0.23 1.66 149 22.2
25 25 6 12 100 0 % y ' 6.5 6.6 7.3 10 00 9 24 25 27 24 28 0343 0.000 0.015 0.001 0,09 0.47 'r„ak v.,... , = >.ea 1.47 0.24 1.57 152 24.4
26 25 8 12 100 0 IOW 6.6 6.7 7.3 10 9 9 25 26 29 24 27 4.. 0.459 0.000 0.022 0.004 0.09 0.47 � ? ••'t;/ °F 1.43 0.23 1.65 127 27.9
27 26 5 12 100 0 va6 6.6 6.7 7.3 9 11 6 24 27 30 23 28' 0.380 0.000 0.015 0.001 0.10 0.51 M Za ttgALZ, 1.41 0.21 1.60 112 24,6
28 26 5 12 100 0 VA§R 6.5 6.7 7.5 9 10 8 25 26 31 27 32 '? 0.306 0.000'0.015 0.006 0.11 0.54 \ i \ , S 1.28 0.23 1.61 151 35.0
vy• 1.24 0.25 1.40 151 16,6
29 26 4� 12 200 OW�rYr 6.5 6.6 7.2 11 11 7 26 27 33 24 28 i 0.340 0.000 0.012 0.000 0.12 0.54 a ;rY Y} y,�
30 26 4 I2 100 0 ow 6.6 6.8 7.5 10 11 9 23 27 30 27 33 M 0,286 0.000 0.012 0.003 0.11 0.54 ',$' t 1.17 0.20 1.46 143 15.7
31 "& < r<.,-r r�
.„--.0,,,,,.., _ V7 _ Ikzc... n�.., 4:i>w.iF.r..`e:
TOT 749 283 360 3.000 0 193.140 198.20 221.50 299 301 229 660 713 829 668 833 12.255 0.027 0.589 0.089 2.90 15.36 40.89 6.55 46.93 4.634 613.5
AVG 25 9 12 100 0 6.46 6.61 7.38 10 10 8 22 24 28 22 28 0.409 0.001 0.020 0.003 0.10 0.51 1.36 0.22 1,56 154 20.4
MAX 27 29 12 100 0 6.60 6.80 7.60 12 12 10 26 27 33 29 33 0.752 0.010 0.047 0.017 0.12 0.56 _ 1.51 0.36 1.71 445 50.1
MIN 23 4 12 100 0 6.20 6.30 7.20 8 8 6 14 18 22 16 22 0.197 0.000 0.000 0.000 0.08 0.46 1.17 0.11 1.40' 101 7.8
PART II-DENR 1940(REVISED 5/93)
WATER SUPPLY(REVIEW 5/96) SIGNED: CERTIFICATE GRADE: A NUMBER: 974545

N.C. Departm ell of Environment and Natural Resources REPORT OF PHYSICAL TESTS AND CHEMICAL ANALYSIS
Division of En vivnmental Health,Public Water Supply Section
Month: May
Year: 2022 PUBLIC WATER SYSTEM FOR: .,SALISBURY.ROWAN UTILITIES PWSID: Q1-80-010
T
CARBON TOTAL TOTAL MAN. RESIDUAL
TURBIDITY COLOR pH DIOXIDEALKALINITY HARI)NE?SS IRON GANEESE FLUORIDE CI IWARIDIE 10 10SPl lATE CI ILOIIINE C'I
a z m a oe a ae x a x la a a La et m wca WW La
Q yy
Fw- y I; -2 0 as IW-' C 11- 1W.' c4 F F tC I; 1. x 1-. x 0 x F x 1-- X F- x F h S y F- - 0 c - 6
I
F r A 1&0 2 j z i E ► 0 0 > fa 0 al 0 0 i, i 0 0 S 0 'S 0 W f- 3 1- I,.I- w I- La i rat a U I'
t,,1 a7 y w W 'r W T W W La '.. to W w h1 J
0 i �cA(.., O- I-c w.. 5 = ► Tsai = cc !II
w - '.' i i n' i +=_n i h .( t_ = 1-: < -s,-<. 0 a 2 vv. w t�fr1j U =
I.W. r.7 7_�C G .a.7 �G s`' .~i G � �.7 �G �' ; y a 0 a' % a r g ` g % g I I--I p+ E,'I w0 ! (.: [d .S.7
vv ii e < ,.. .' t% I. u. w w u. V. a tt.. I I-' c is V
1 20 4 12 100 0 6.4 6.6 7.2 10 9 7 26 24 27-'- 23 25 : :.",‘, 0.361 0,000 0,021 0.006 0.10 0,51 `I. 1`• `'•. 1,27 0,24 1,68 553 36.6
2 21 6 12 WO 0 6.5 6,7 7.310 7 G 21 2G 28 23 26;;""., 0.321 0.000 0.018 0.002 0,08 0.59 ti k.!;. Kr ", j 1.24 0.20 r.50 392 28,2
3 23 13 9 100 0 z 6.5' 6.5 7,4 10 8 6 28 25 30 21 28''';:',,,, 1.781 0.000 0.198 0.011 0.11 0,57 o FX ,iar` 1.33 0.15 1.30 86' 4,5
4 22 7 12 100` 0 0V,,•,' 6.5 6.5 7.3' 10 8 7 27 24 30 22 27 , 0,300 0,000 0,025 0.006 0.10 0,59 .� ; 4, ti l 1,23 0.18 152 395 26.5
5 22 23 12 100 0 a g 6,7 6.6 7.3 8 6 6 28 26 30 20 27. " 0.288 0.000 0,021 0.007 0.10'0,57 , �+'� 3%i `,is: 1,32 0,26' 1.65 454 30.0
6 23 S 12 WO 0;E:,f�` 6.5 6.7 7,3 9 7 6 22 23 28 19 27 ' 0.359 0.00D 0.020 0.006 0.11 0,55 yjz7l 1.21 0,20 1.54 467 36,0
7 22 6 I2 100 0 "6,4 6.6 7 4 9 7 5 22 23 28 20 26 0,307 0,000 0,021 0.002 0,09 0,52 :' , g Eigi 1.29 0,22 1.66 445 30,9
8 21 6 1 12 100 0 1,11..g 6.4 6.6 7.4 8 8 5 23 24 28 19' 26 0.332 0.000 0.010,0,000 0.11 0.53 ,,: A '• ; , 'li 1.25 0.22 1.71 436 31.9
9 20 6 12' 100 0 6.4 6,6 7.3 9 7 5y 25 26 29 21 26 0.232 0.000 0.030 0.006 0.10 0,59 a a ', r 3`i'':' I.21 0,25 1.58 110 8.2
10 22 S 12 100 0 ixo 4>' 6,4 6.6 7.2 11 9 6 26 23 27 22 25 trA 0,412 0,004 0,026 0.006 0,10 0.56 r a . r y 1.39 0.19 1.65 132 8.7
11 20 S 12 100 0 itn.kli 6.5 6.6 7.5 9 8 6 24 24 27 22 28 IV& 0,380 0.010 0.025 0.008 0,10 0.56 -+Gt4_. 4 sat 4g4 1.39 0.19 1.63 160 11.1
12 ' 22 7 12 100 0 It VI 6.4 6,6 7.4 8 7 6 23 22 28 21 26 sni 0.327 0,000 0.008 0,000 0.10 0.55 ';•k y I.39 0,22 1,63 169 11.4
13 ' 21, 6- 12 100 ON a 6,5 6.5 7.3 10 9 7 23 25 28 23 27 0.681 0.000 0.058 0.009 0.10 0.55 Istaimg no 1.39 0.09 1.59 166 11.2
14 21 S 12 100 0 0 n6.5 6.6 7.3 11 8 8 24 25 28 24 27 0.337 0.000 0.013 0.002 0.10,0.51 'st t . 1.43 0.33 1.54 491 34.7
15 21 4 12 (00 0 6.4 6.6' 7.2 10 9 7 24 26 28 24 27 3 ;;z` 0.343 0,003 0.019 0.010 0.10 0.53 'o54 f+4,O ;s; 1.43 018 1,52' 154 12.1
16 221 5 12, 100 0 Ati ;,' 6.7 6.8 7.2 9 9 6 23 29 29 23 29 ' 0,306 0.000 0.017 0.0041 0,10 t 0.55 . 1.38 0.I5 1.60 126 8.8
17 24 5 12 100 0 ty %`'. 6.5 6,6 7.3 8 8 6 24 24 28 22 27 0.280 0.000 0.015 0.007 0.10 0.56 OES"4, .4 1,27 0,24 1,58 138 11.1
18 22 5 , 12 100 0sia 6.5 6,5 7.3 9 8 6 23 26 30 21 27*0 0.255 0.000 0.013 0.004, 0,10 0.55 ;24.0 F ie' 'f < 1.25 0.16 1.64 150 12,3
19 24 5 12 100 0 IV IV 6.5 6,7 7.4 9 8 7 20 25 28 24 30 ,,• 0.292 0.003 0.011 0.005 010 0,53 .,; ali WISC. 1.26 0.16 1.56 116 10,1
20 24 5 12 100 0:F kt 6.5 6.6 7,3 10 8 6 20 22 27 21 27 gge 0.300 0.000 0.012 0.000 0.10 0.56 ,6 WA sigk al 1,23 0.16 1.58 132 12.0
21 25 5 12 100 Ot 1 6,5 6.6 7.3 8 8 6 20 23 28 22 26 I 0.218 0.000'0.000 0.DD0' 0,09 0.56' t 1.30 0.17 1,72 141 15.5
22 25- 4 12 100 0 & 6.5 6.6 7.4 9 10 5 23 20 28 22 26,� 0.216 0.000 0,009 0,000 0.09 0.51 ' " wL a` 1.28' 0.16 1,70 146 16,4
23 24 5 i 12 100 0 I 6,5 6.6 7,3 8 8 7 25' 22 27 20 27> 1 1-
� 0.302 0.000 0.022 0.011 0.10 0.53 �', �;. •Eats``�'°��'� 1.23 0,17 1.58 155 18.5
24 25l 4, 12' 100 0 tit, 6.5 6.7 7,4 11 10 8 23 26 30 23 27+x,4!00.301 0.007 0022 0007 0.09 0,50 EM i >#!' A : ;4' 1.40 0.21 1.52 171 19,8
25 23 26 12 100 0 0 6,4 6.5 7,2 10 9 7 22 23 28 22 26 1.142 0.001 0.101 0.007 0.10 0.521 mj Bass 1.38 0.09 1.42' 98 10.7
26 23' 47' 12 100 0 s 6.4 6.4 7,1 10 7 7 25 22 27 20 25 IR 1.167 0.000 0.093 0.011 0,09 0,50 go/ t 1.,sts I--'-,y`0-„-'ri 1,39 0.11 1,62 154 13,4
27 23 38' ' 12 100 0 r ;•••5 6,4 6.4 7,2 10 9 6 20 21 25 20 27 , ,1 0.885 0.007 0.064 0.004 0.09 0.52'almax 4 "' 140 0.09 1.54 147 12,0
28 23 84 12 100 0} x 6.4 6.4 7,5 10 9 8 20 19 25 20 26 gs 0.778 0.000 0.088 0.013 0,08 0.50 AU 1 1.40 0.09 1.49 197 16.1
29 23 81 12 100 0 0. 6,2 6,3 7.2 8 6 4 17 17 20 18 25 can.: 1.523 0,057 0.156 0.014 0.08 0,49 xs�lyW.!. .4 itiq. 1.40 0,14' 1,57 151 12,1
30 24 62 12 100 0 6.2 6.2 7.2 10 9 5 15 15' 23 18 28 tn 0.148 0.026 0,091,0,002 008 0.48 NM `glv a s,r 1.43, 0.15' 1.63 120 10.2
31 23 44 12 100 0 tzt 6.1 6.2' 7,3' 10 II 9 18 17 25 20 27 :aki(•l 1.125,0.019 0.062 0.000 0.08 0.49 mg F ` z f.,-;:.11,3 047 1.21 0.14 1.60' 146 11.9
TOT 698 542 369 3,100 0 199.80 203.001,26.40 291 254 196 704 717 852 660 828 15.999 0.137 1.289 0.170 2.97 16.63 40.98 5.61 49.10' 6,898 532.7
AVG 23 17 12 100 0' 6.45 6,55 7.30 9 8 6 23 23 27 21 27 0.516 0.004 0.042 0.005 0.10 0.54 1.32 0.181 1.58' 223 17.2
MAX 25 84 ' 12 100 0 6.70 6.80 7.50 11 11 9 28 29 30 24 30 1.781 0.057 0.198 0.014 0.11 0,59 1.43 0.33 1.72 553 36.6
MIN 20 4 9 100 0 6.10 6.20 7.10 8 6 4 15 15 20 18 25 0.148 0.000 0.000 0.000 0.08 0.48 1.21 0.09 1.30 86 4.5
PART II-DENR 1940(REVISED 5/93)
WATER SUPPLY(REVIEW 5/96) SIGNED: CERTIFICATE GRADE: A NUMBER: 974545

N.C.Departrn$tof Environment and Natural Resources REPORT OF PHYSICAL TESTS AND CHEMICAL ANALYSIS
Division of En-vonmental Health,Public Water Supply Section
Month: April
Year: 2022 PUBLIC WATER SYSTEM FOR:____SALISBUR_Y_--ROWAN UTILITIES PWSID: 01-80-010
I CARBON TOTAL TOTAI. MAN- RESIDUA1.
TURBIDITY COLOR pH DIOXIDE; ALKALINITY IIAItDNESS IRON GANESE FLUORIDE CHLORIDE 1'11OS1'1ml:: CHLORINE C' r
a a s G x x a m a a oc oG a a a ac w 0 W 0 e.
t.. ;a W I- m Id I w w w r7 IH w W w b. 0> !:
a < �r w G a <• a < < ac h F a < < X N as a F a < a et a H 3 x .- H w o O w V
w . F a m m W 5 W >' I-,ca > + F i $ F F i• II•^>L.J La Iw- i F ► F R Ifa-, "i %a •r4 a �'a %a , 4 ••••,, 1 O
Q Vp F ,' O •~,Ci F L %7 � A O O C O C7 O S a i 0 i a r 0 61 i C i O w F ...f F H F {i S i m F
0 6 i S '�. Ox w e w- > W 3 FA 3 PG . i a S i C . iy 6, ir_?i :- ca r x rc S .1.3 Ft S F i s i O-4 a La J
Imo, w Oz O - - 7 t Z t z g r_ X P. ..G ac / .. r g 2 ac j a I- E- I= ti O % P op _ Ej CJ
cn w e < c�. k., k. ii EZ u. 7. 7. rz a F X m C<l
_____y
I 1 17 14 12 100 0 '; .' 63 6.5 7.1 10 8 7 21 20 24 19 24' ,.;.. 0.432 0.000 0,037 0.016 0.00 0.57 , = 1.2$ 0.21 1.72 499 24.2
2 16 II 12 100 0 i-`r, 6.5 66.0 7.4 10 8 8 21 21 26 18 22 0.379 0.000 0.020 0.001 0.00 0.58 .l ',,x 1.35 0.30 1.89 660 31.3
3 16 13_ 12 100 0 ;�st ,b 6.4 6.6* 7.5 9 8 5 19 20 26 18 25 0.446 0.000 0.000 0,000 0.00 0.54 "'> + Y; 1.18 0,26 134 585 26,8
4 17 14 12 100 0 6.4 6.5 7.2 10 10 7 20 20 24 18 24 0.571 0.025 0.045 0.002 0.09 0.59 c,:141;rA-•v_ _Asc, '.'. 1.20 0.28 1,66 574 27.2 5 18 17 12 100 0 '6.5 6.5 7.2 11 9 7 22 22 25 19 25+t 1 1 0.556 0.016 0.035 0.007 0.08 0.56 w ski " r� ''..: i 1.39 034 1.69 526 24.9
~
6 17 13 12 100 0 W. ' 6.3 6.6 7.3 9 10 7 21 23 27 17 23 0.507 0.000 0.030 0.001 0.09 036 ° y 1.39 0.21 1.62 508 24.1
7 18 12 12 100 0 - - 6.3 6.51 7.3 9 8 6 21 23 25 20 25 ,..,t 0.480 0,000 0.035 0.005 0.09 0.56 .,..- i 1.42 0-30 1.54 505 26.3
8 17 15 12 100 0*,i,. 6.4 63 7.4 10 8 7 17 22 27 20 25 Mt 0.494 0.000 0.034 0.000 0.09 0.55 iliffOtSI 1,37 0.26 1.72 478 21.6
9 17 13 12 100 D 6.5' 6.7 7.4` 7 7 6 18 20 24 20 25 ': ;�i' 0.427 0.000 0.037 0.000 OM10.54 la fa Ka 1.58 0.19 1.66 517 25.0
10 16 13 1 12 100 0 ► 6.4 6.6 73 10 8 5 IS 20 25 19 26 s 0.447 0.068 0Al2 0.000 0.09 0,55 to 1.38 0.20 1,63 541 28.2
II 17 12: 12 100 0 6.4 6,5 7.3 8 8 6 19 21 24 20 24 ten 0,467 0,005 0,033 0.003 0.09 0.57 a. G yy�� 1.39 0.11 1.54 417 21,2
12 17 10, 12 100 0 ti,6' ?S'f� 6.6 6.6 7.3 Il 10 6 21 20 24 21 24 0.451 0.000 0.027 0.005 0.09 0.58 ;� leA 4s'`-p 1.24 0.23 1.77 517 26.3
13 19 11 12 I00 0 6.4 6.5 7.3 11 9 7 18 23 25 20 26 x"•f�. 0.503 0.002 0.037 0.015 0.09 0.57 K: r.✓ . 1.20 0.24 1.66 249 12.5
1
14 i 18 10 12 100 0'$;;:l 6.5 6.5 7.2 10 8 7 21 21' 26 20 26 atil 0.386 0.000 0,026 0.006 0.09 0.58 W4 s� owk• _;. ° 1.21 0.28 1.69 529 27,9
15 19 8 12 100 0 n r: 63 6.5 7.3 9 9 5 19 20 20 20 25 0.230 0.000 0.013'0.000 0.09 0.55 ? r M, '' 1.55 0.19 1.55 499 27.4
16 19 7 12 100 0 I� 4Wc 6.4- 6.6 7.5 10 8 6 20 23 26 20 26 a , 0315 0.000 0.000 0.000 0.09 0.59 f`i9".• .,,4 14' °•. 1.29 0,28 173 519 27.0
I7 19 15 12 100 0 ,`2t 6.4 6.5 7.4 9 9 6 20 22 26 21 26 WI 0350 0.000 0.027 0,002 0,09 0.60 . : 40 1.19 0.14 1.85 556 29.3
18 18 7 12 100 0 w� 6.4 6,7 7.7 11 7 6 22 22 29 20 27 t 0.435 0.000 0.026 0.010 0.10 4 0.58 1,18 0.22 1.64 626 27.5
19 18 9 12 100 0 '4 6.4 6.6 73 10 7 6 23 23 25 20 26 WA 0.497 0.000 0.044 0.004 0.10 0.58^r*,, y W ` 1.38 0/1 1.61 467 26.3
20 18 18 12 100 0 6.6 6.7 7.3 ,10 10 7 21 21 26 21 27 1 0.50E 0.000 0032 0.001 0,10 0.58 {, -40 y�3 r, 1.40 0.15 1.68 444 25.7
21 18 16 12 100 0 , _ 6.4 6,5 7.2 9 8 6 22 22 26 20 27 0.641 0.000 0.040 0.009 0.10 0.57 •,r,•,sa Hz _n y"sr .,,$, 1.39 0.15 1.62 542 29.7
22 18 15 12 100 0 laip 6.4 6.5 7.2 11 8 6 22 22 27 21 27;i2F1 0,492 0.000 0.042 0.006 0,10-0.56 w r '< 1.39 0.18 1.60 459 24.2
23 18 13 12 100 0 6.4 6.5 7.3 11 10 8 23- 24 28 22 26 _ 0.460 0.000 0.024 0.005 0.10- 0.56 1141 eig WA t.-:_.,g 1.42 0.23 I.63 487 25.7
24 19 184 12 100 0 6.3 6.5 7.3 11 9 9 23 23 26 24 27 4% 0.441 0.000 0.0I5 0.001 0.10 0.56 To f4 .,z ;r`,i 1.41 0.22 1.63 434 24.4
25 19 10 12 100 0 Aii 4, 6.4 6.5 7.3 10' 8 6 21 22 28 20 27 q5 0,428 0.030 0.030 0.005 0.10 0.58 RR ft:4 `' 4>s 1.41 0.17 1.40 467 27.0
26 19 9 12 I00 0 On 6.4 6.4 7.2 11 8 6 21 21 27 20 264V4 0.393 0.003 0.029 0.005 0.10 0.58 ',11W R' %.'ty 1.21 0.18 1.56 457 27.6
27 19 14 12 100 0 N P 6.5 6.5 7.5 10 7 6 20 21 28 20 27 0.376 0.018 0.027 0.004 0.10 0.59 X.,1 tot r, 1Rog 1,23 0.23 1.62 462 27.9
28 21 10 - 12 100 0 -> 6.4 6.5 7.3 9 7 5 21 22 28 20 26te./ 0.445 0.000 0,0I8 0.000 0.10 0.57 Alji Nr4of,5,+ s`,; 1.25 0.28 1.58 508 32,6
29 20 6 12 100- 0 iii4:Z 6.5 6.5 73 10 9 6 24 24 29 23 28 ni 0.340 0.000 0.024 0.004 0.10 0.56 ' w 1.22 0.30 1.57 457 29.3
30 21 8 12 100 0 { 6.4 6,6 7.3 7 6 5 23 22 26 21 25 0370 0.013 0,0I7 0.006 0.10 0,55 ?,y h { 1.27 0.25 1.62 534 35.9
TOT 543 361 360 3,000 0 192.50 255.69 219,60 293 249 190 622 650 777 602 767 13.267 0.180 0.816 0.123 2.57 17.06 39.74 6.79 49.52 15,023 794.9
AVG 18 12 12 100 0 6.42 8.52 7.32 10 8 6 21 22 26 20 26 0.442 0.006 0.027 0.004 0.09 0.57 1.32 0.23 1.65 501 26,5
MAX 21 IS 12 I00 0 6.60 66.00 7.70 11 10 9 24 24 29 24 28 0.64I 0.068 0.045 0.016 0.11 0.60 1.58 0.34 1.89 660 35.9
MIN 16 6 12 100 0 6.30 6.40 7.10 7 6 5 17 20 20 17 22 0.230 0.000 0.000 0.000 0.00 0.54 1.18 0.11 1.40 249 12.5
PART II-DENR 1940(REVISED 5/93)
WATER SUPPLY(REVIEW 5196) SIGNED: CERTIFICATE GRADE: A NUMBER: 974545

N.C.Departm6ertof Environment and Natural Resources REPORT OF PHYSICAL TESTS AND CHEMICAL ANALYSIS
Division of En i rmental Health,Public Water Supply Section
Month: March
Year: 2022 PUBLIC WATER SYSTEM FOR:._. SALISBURY ROWAN UTILITIES PWSID:.. Q1-80-010
CARBON TO'I'n1, TOTAL MAN- RESll)UAt.
TURBIDITY COLOR pH DIOXIDE ALKALINITY 1IARDNESS IRON GANESE FLUORIDIi CHIARIDI1 PIIOSPIIali CHLORINE: C T
•
c a I i V a a x a a a a a a a Ac g m W pp'�+!
W y W o Y Ld m W W La W LH W W W La Ld x - W S a Q Lt.i Q
a W i. tF/,d 04= 1 w il .'t.] Op
@ tail d S W Z 4 W 4 W W taa R ti w W C � �� rM/�J uh 0 1"' O
W W F r W,S 5�i 4 i- i• i F i r F i i F .S i 1.. i F i F -- t" i F i F i+ 'X Lail OG W %W �W ii S tv La
4 of 5 C �O E,T %L i O O A .. ❑ C 4 G �O i A G A i $ G XI. JF rm. wF Lr7 . m «, IJQ
'C tai u7 t/i n h7 W W W y W W. W W L.', LV W a 4 q.0 4 d 7 W tJ ''
° Et-... i (-)-. O= We +l-, ` S ,i+� a r 3 a 5 x Lrr x S_m r S i i '. S• x Fi h i ^•tS O5 a
F W Z Z 0 ., - 4 .. -1 Z .F.1 4 a G a Z C 7 T I;, O 0 OFG• I4 Z co 1- V a
a ] ra I. tL . W W I I. L. E. u. :G F. © i V
1 13 41 12 100 0 . ;: 6.4 6.7 7.3 S 7 5 21 23 25 21 25••:, ` 0.910 0.000 0,064 0.010 0.00 0.59 .;;a ;r„'s,, 1,16 0.16 1,83 465 17.0
2 12 301 12 100 0 .Y'r 6.4 6.8 7.2 8 7 6 22 24 26 20 25 ,:,
' 0.780 0,000 0.064 0.014 0.00 0.59 a ,,t,,; ,. 1.16 0.27r 1.81 443 15.0
3 16 20 12 100 0 paK° 6.3 6.7 7,3 10 8 6 21 23 28 20 26 a$.-.7 0.618 0.000 0.036 0.006 0.00 0.57 �,��t"`,1�qL p, ` 1.23 0.25 1.70 165 6,3~
4 15 19 12 100 0 6.4 6,8 7.3 11 8 7 21 24 28 21 26 ,• r: :.,A;;,0.589 0.000 0.032 0,002 0.00 0.55 .f '�kx f.r,. , 1,28 0.28 1.68 439 16.8
5 15 25' 12 100 0 A r i. 6.5 6.8 7.4 8 8 5 20 23 25 22 26••, ? 0.432 0.000 0.029 0.001-0.00 0.55 i 4 :S,a4 • ti,, 1.20 0.31 1,76 559 23.5
6 16 25 12 100 0 i p 6,4 6.7 7.5 10 8 5 22 21 25 21 25 gmf 0.508 0.000 0.064 0.004 0.00 0.58 . �,..t••' ;'' Yyp, 1.41 0.39 2.01 582 22.0
7 16 II 12 100 0 gi a 6.4 6.6 7.1 11- 9 6 21 22 27 22 24 to 0.417 0.000 0.016 0.000 0.00 0.46 '+•'rr - 1,15 0.25 1.69 133 5.8
8 17 10 12 100 0 6.4 6.6 7.4 10 9 6 24 23 28 22 27 1 .0.365 0.000 0.019 0.000 0.00 0.60 � 2 1.37 0.36 1.67 442 20.2
9 17 46� 12 100 0 g.fa 6.5 6.6 7.4 it 9 8 27 24 28 261ID» 0.445 0,000 0.032 0.000 0.09 0,56 Ofg S IRS 1.48 0.23: 1.67 452 20.5
10 I6 19 12 100 0 a* 6,5 6.8 7.3 12 11 8 25 25 28 29 35 <s 0.790 0.001 0.077 0.003 0.10 0.56 ;:; ,i•,}'i terstpAt141 0.13 1.53 183 8.8
11 15 19 12 100 0''-" I� 6.8 7.2 7.3 10 10 8 23 24 26 28 35 $,;'` 0.710 0.000 0.050 0.008 D.08 0.58 ^� v• ? ' L 1.39 0.19 1.63 467 20.3
12 15 20 12 100 0 `�k Ems' 6.4 6.7 7.4 12 11 9 23 26 28 28 32 0.694 0.001 0,040 0.007 0.09 0.58 •Vc ss: S`'-J KM 1.47 0.23 1.59 439 19.7
13 14 47 12 100 fiVtt 6.4 6.6 7.5 11' 10 11 21 26 28 30 31-M 1.210 0.001 0.100 0.005 0.10 0.55 i4 ;>' }; i''nt,04,e, 1.33 0.28 1.74 447 17,2
14 14 45 12 100 0 6.5 6.9 7.5 11 7 6 20 24 28 22 26 a 1.228 0.000 0.102 0.006 0.10 0.60 * r . „v 141 0.17 1.70 432 16.1
15 t 15 38 12 100 0 M. ,•:,,' 6.6 6.6 7.5 9 8 7 20 21 27 22 25 0,.% 1.056 0.035 0.070 0.006 0.09 0.61 ; `t4,1 AM vr.4' 1.24 0.18 1.72 425 15.1
16 14 33 12 100 0 4 6.3 6.5 7A 8 7 5 23 25 28 22 28 - 0.853 0.000 0.059 0.003 0.09 0.60 ' ti� 1.22 0.26 1.72 445 18.4
17 14 22 12 100 0 6.6 6.6 7.4 9 7 5 25 23 26 23 27 0,764 0.024 0.062 0.013 0.09 0.61 MI W 7 �
. ,„' 1.14 0.22 1.63 487w
V 18.3
18 15 19 12 100 0t 6.6 6.6 7.3 10 10' 6 21 22 25 23 27 4 � 0.864 0,000 0188 0.010 0.09 0.62 e a;a%r ea 1.23 0.23 1.71 491 18.1
19 16 IS 12 100 0 44 6.4 6.6 7.5 9 8 5 23- 24 25- 22 28 4474, 0.633 0.003 0.032 0.013 0.09 0.62 ': iks : " W ,, 1.30 0.29 1.75 595 23.2
20 15 I7 12 ID0 0 0
IAA.y- 6.4 6.6 7.4 9 9 6 23 23 26 22 26 ' 0.712 0.000 0.027 0.000 0.09 0.61 4 yr 1.28 0,21 1.70 532 22.4
21 16 16 12 100 0 d ``,, 6,4 6.5 7.6 9 9 5 22 23 27 22 29 Wl, 0.669 0.000 0,047 0.007 0.11 0,62'tat; ;;; 1.17 0,20 1.67 586 24,4
22 17 13 12 100 0 Ig 6.5 6.7 7.4 11 8 7 23 25 27 23 29 0.526 0.009 0.025 0.003 0.11 0.60 all'`-, 1.44 0.23 1.74 610 28.2
23 17 12 12. 100 0•,'V 63 6.7 7.4 9 9_ 6 22 24 26 23 27 0.689 0.000 0.057 0.007 0.1E 0.61 agi g'Tq + ter'%3' 1.41 0.20 1.62 550 27.6
24 18 9 12 100 0'��T' ;M 6.2 6.5 7.2 11 1I 6 23 23 28 22 28 ,_"x' 0.473 0.000 0.028 0,006 0.11 0.58 ;, t : ,i; 1.40 0.15 1.72 559 27.1
55
25 17 14 12 100 0 a , 6.4 6.5 7.3 11 10 7 24 25 29 24 29 r_ 0.645 0.000 0.032 0.000 0.10 0.58 ,• Of kit P',,:,: 1.38 0.24 1.73 547 26.8
26 17 36 12 100 0 pjg ait 6.4 6.6 7.5 12 9 5 21 22 26 24 31T 0.918 0.009 0.062 0.000 0.10 0.57 rig; .*R 11v g 1.38 0.17 1.69 544 29.4
27 16 36 12 100 0 a tit6.3 6.5 7.3 13 9 5 20^ 20 25 23 28 1.084 0.024 0.073 0.000 0.10 0.56 Wis As.si + 0 1.39 0.18 1.59 502 24.6
28 16 26 12 100 0 64 6.2 6.5 7.2 9 7 7 21 22 24 20 25 ,;"i. 0.821 0.000 0.070 0.008 0.00 0.52 + ° } 7 1.40 0.21 1.62 508 24.1
29 16 21 12 100 0 a a 6.3 6.6 7.4 8 7 6 17 22 23 19 25 0.625 0.000 0.044 0,003 0.00 0.57 giiivo 4e S?''`ol.:, ' a 1.25 0.29 1.80 538 24.1
30 15 16 12 100 0, r 6.4 6.7 7.6 9 8 6 21 20 24 20 23 0,578 0.000 0.040 0.000 0.00 0.59 m a ' 1.14 0.28 1.6I 622 27.0
31 16 15 12 100 0 6.5 6,7 7.3 9 8 7 21 20 23 21 24 Y 0.466 0,006 0.026 0.004 0.00 0.57 __�_,�. ,"' : , 1.26 0.28 1.82 601 26.4
TOT 481 738 37Z 3,100 0 199.30 206.50 t28.60 308 266 197 681 716 817 707 854r 22.072 0.113 1.667 0.149 1.84 17.96_ 40.48 7.33 52.85 14.790 634.3
AVG 16 24 ' 12 100 0 6.43 6.66 7,37 10 9 6 22 23 26 23 28 0.712 0.004 0.054 0.005 0.06 0.58 1.31 0.24 1.70 ' 477 20.5
MAX 18 47 12 I00` 0 6.80 7.20 7.60 13 11 11 27 26 29 30 35 1.228 0.035 0.I88 0.014 0.1I 0.62 1.48 0.39 2.01 622 29.4
_ r i
MIN 12 9 12,- 100 0 6.20 6.50 7.10 8 7 5 17 20 23 19 23 0.365 0.000 0.016 0.000 0.00 0.46 1.14 0.13 1.53 133 5.8
PART II-DENR 1940(REVISED 5193)
WATER SUPPLY(REVIEW 5/96) SIGNED: CERTIFICATE GRADE: A NUMBER: 974545

N.C. Departm et of Environment and Natural Resources REPORT OF PHYSICAL TESTS AND CHEMICAL ANALYSIS
Division of En"En-vSnmental Health,Public Water Supply Section
Month: February
Year: 2022 PUBLIC WATER SYSTEM FOR: ___SALISBl.1RY-ROWAN UTILITIES PWSID: . 01-80-010
CARRON TOTAL --Tom'. MAN• RI:51DUA1.
TURBIDITY COLOR pH DIOXIDE ALKALINITY HARDNESS IRON GANESE FLUORIDE CHLORIDE PliOSPIIArti CIILORINE C T
a q z a a re a a a a a a a a a Iv ia a 4.1
it W 7i W , :J co W W la W cal tad W m W W Z W F m Q U. 3 0 t
w +Fn< W w w < w G z a s s w s < :aa < w m W F. w s w s w e - .z y -I I-. .i H A
W •`1 F" - � w i F y J i % F I.
i i i i E- i F i f' i i 1" r F G /_a oC /a /aG 44 ET, .r `s.7 '� W
4 Lk
S w I;m �z 7UCZ i faa7 ai w a i a aaal › A 0 .. w a0 e: w i m ► 2 w 7h _II- I.I- tit- W
0 ci i Ox W.1 m-. ? 1ai:[ il5 '_C Z a vE u �'�
i ► a iC e,: s $ a i i�_+ i s i i ,ij x F 5 F'i «� O i i -e 0
F E Z= O = F C '' = g It = Pl = 0 g w gX. ' g M gX. O L x 2 LI d
v) 1 1 s i z z t7 K. 7. �, o-. t.. 7. W. v. u'. zt 1- p .e V
1 9 5 12 100 0 -,'• 6.7 6.7 7.1 9 7 6 24 22 28 25 31 •<m` 0.413 0.007 0.095'0.013 0.00 0.68 .. 1.15 0,16 1.56 156 4.2
2 8 3 12 100 0:-•'" 6.7 6.6 7.3 9 8 5 26 23 28 23 32 t'•,t 0.427 0.000 0.031 0.012 0.00 0,65 .," ,1.r ,,', M; 1.13 0.24 2,00 531 12.3
_ I � '
3 10 4 12 100 0 6.8 6.6 7.3 8 8 5 25 24 29 25 30 '+ 0327 0.000 0.024 0.012 0,00 0,63 a �;..>. ° :�1 1.21 0.23 1.97 287 6.6
4 11 5 12 100 0, it, 6.6 6.6 73^ 8 8 6 27 24 28 23 32 0,350 0,000 0.015 0.005 0.00 0.62 c yes; ' k r�;•41, 1.18 0.33 1.85 521 14.7
5 10 21 12 100 0 .4 z '? 6,6 6.8' 7,2 8 7 6 24' 22 28 24 29 y 0.441 0.000 0.027 0.011 0.00 0.61 ••. . q° ;,Z y Z; ': 1.32 0.10 0.20 62 2,3
6 10 50 12 100 0 Z 6.6 6.6 7.2 10 6 S 21 I8 24 20 30 14,a 1.424 0.000 0.134 0.002 0.00 0.59 ¢y` ,y '£K,kr"x' 1.59 0.10 0.21 165 5.9
7 II 48 12 100 0 f«° 6.5 6.3 7.2 10 10 5 20 19 25 22 33 41,4 1,722 0,004 I 0,020 0.00 0.62 Log a 115 0.0 1.77 493 14.1
8 1I 45_ 12 100 0 _ 6.3 6.4 7.2 10 11 5 20 18 25 21 31 ?;' 1.337 0.000 0.012 0.00 0.59 <r "tz z'r *,;� 1.29 0.11 1.62 467 14.1
9 ID 37 12 100 0 :g 6.3 6.5 7.5 8 9 5 19 18 24 20 29 1.067 0.000 i 0.006 0.00 0.63 zUi'' rig '>' tw 1.34 0.07 1.49 465 12.8
10 10 291 12 100 0 6i71"s"Y 6.4 6.6 7.1 12 9 5 20 21 24 2E 26 0,872 0,003 0.060 0,009 0.00 0.60 p,, g r,, m t .;'' Lis 0.11 1.91 561 13.8
II II 22 12 100 D .{x 6.b 6.9 73 10 9 5 20 23 25 2S 26• 0.656 0.007 0.054 0.004 0.00 0.60 `.,.-.MA � "» I.16 039 1,85 495 13.7
12 11 16 12 100 0 6.4 6.8 7,3 8 9 5 19 22 26 23 28 0.437 0.000 0.034 0.006 0.00 0.59 VAiiY i ,1,r 1,14 0.43 1.85 483 14.7
13 12 12 12 100 0 , . 6.4 6.8 7.5 9 7 S 20 23 26 25 30 0,4 0,192 0,008 0,027 0.000 0.00 0.60 1 ; ,,,;,uy 1.17 0.44 1.89 515 14.6
14 II 10 12 100 0 12 :.; 6,3 6.8 7.4 II 8 6 22 25 27 24 29 t 0.409 0.001 0.024 0.012 0.00 0.54 ' azi iiiag:if i 3" „ 1.14 0,29 1.80 395 11.0
15 13 8 12 10 0 a- 6.4 6,7 7.3 10 8 6 23 24 28 22 27 1 .. 0.361 0.000 0.027 0,010 0.00'0.61 IN,W. 4`+. i' 1.17 0.40 2.03 435 12.5
16 12 8 12 100 0 : s, 6.4 6.8 7.2 8 7 6 22 25 29 24 28�$ 0.344 0,000 0.017 0,005 0.00 0.64 x1,' 1,25 033 1.72 430 11.7
17 I 6 12 100 0 6.5 6.8 7.2 9 8 6 23 24 28 23' 29 i 0.366 0.000 0.019 0.008 0.00 0.62 gr ttrA pa F.m 1.19 0.34 1.68 392 12.2
18 12 5 12 100 0. 6.5 6.8 7.3 10 7 7 23 26 30 26 27 ` 0309 0.000 0.022 0.016 0.00 0.60 u.. J y;' ..A;' 1.17 0.27 1.78 364 10.7
19 II 51 12 100 0 3s�i a1 6,6 6.9 7,5 8 8 5 23 26 29 25 28"k 0.354 0,000 0.016 0.006 0.00 0.62 Fw s a` n ..")�'? .x a 1.28 0.32 1.77 445 [4.5
20 13 5 12 100 0 1w.'y 6.7 7.0 7,6 9 7 5 24 25 28 24 312,'!y«i, 0.318 0.000 0.004 0.000 0.00 0.52 q .}:1` , 1,-fa 1,30 0.34 1,99 447 123
21 13 16 12 100 0 �, L 6.6 6.9 7.7 9 8 6 23 25 28 25 28 ° 0,538 0.000 0.066 0.003 0.00 0,55 .� • `-; i. t ,, 1.14 0.25 1.70 359 12.6
22 14 27 12 100 0 Z it, 6.4 6.8 73 9 7 6 24 24 29 23 27 ".a 0.707 0.000 0.053 0.021 0.00 0.53 ;a . ° 1,30 0.24 1.66 392 13.1
23 12 241 12 100 0 6.5 6.8 7.3 12 8 6 23 24 27 22 27 'v 0.871 0.000 0.061 0.008 0.00 0.52 ,1', ? 1.33 0,23 1.77 370 13.5
24 I 14 21 _ 12 100 0 01 •? 6,4' 6.7 7.2 8 7 6 24 25 29 23 28 fi
0.579 0.000 0.040 0.001 0.00 0.50 ;�4 -t `"' 1.29 0.18 1.80 376 12.7
25 14 38 12 100 0} i 6.4 6.8 7,5 9 7 5 22 25 30 23 27 ' 'C 0.909 0.000 0.079 0.004 0.00 0.50 yf^,r Am , .?"., '`, 1.27 0.17 1.71 457 16.1
26 14 47 12 100 0 a6.4 6.7 7.4 11 10 9 22 24 28 24 26 6.;:s. 1.239 0.008`0.097 0.010 0.00 0.43 .. s 3; 1.29 0.22 1.71 475 17.4
27 14 53 12 100 0 11# 6.4 6.8 7.4 II 7 10 20 25 28 26 29 tap 1.405 0002 0.110 0.11110 0.00 0.50 to 'tr 4iim: 3 .Y 1.41 0.23 1.71 421 15.4
28 14 48 12 100 0 6.6 6.9 7.5 8 6 4 20 23' 27 21 26 1.202 0.000 0.I03 0.006 0.00 0.55 mil = r rH$,,' 1.29 012 1,74 467 15.6
29 V "
30 Si_ .,n H aS• v .
31 *t1 t x't "'',? ;.::
TOT 326 618 336 2,800 0 181.98 188.40205.30 261 221 161 623 647 765 652 803 19.576 0.040 1.569 0.232 0.00 16.24�y` 34.80 6.70 46.74 11.426 345.0
AVG 12 22 12 100 0 6.50 6.73 7.33 9 8 6 22 23 27 23 29 0.699 0.001 0.056 0.008 0.00 0.58 1.24-
0.24 1.67 408 12.3
MAX 14 53 12 100 0 6.80 7.00 7.70 12 II 10 27 26 30 26 33 1.722 0.008 0.134 0.021 0.00 0.68 1.59 0.44 2.03 561 17.4
I MIN 8 3 12 100 0 6.30 6.30 7.101 8 6 4 19 18 24 20 26 0.192-0.000 0.004 0.000 0.00 0.43 ^1.13 0.06 0,20 62 23
PART II-DENR 1940(REVISED 5/93)
WATER SUPPLY(REVIEW 5/96) SIGNED: CERTIFICATE GRADE: A NUMBER: 974545
1

N,C.Department of Environment and Natural Resources REPORT OF PHYSICAL TESTS AND CHEMICAL ANALYSIS
Division of Environmental Health,Public Water Supply Section
Month: January
Year: 2022 PUBLIC WATER SYSTEM FOR: .__ SALISBUI Y:ROWAN UTILITIES PWSID: 01-80-010
T CARI3ON 'lOTAI. 101AI. MAN- RI:SIDIIAI.
TURBIDITY COLOR pH DIOXIDE ALKALINITY 11ARDN1sSS IRON GANRSI? I,LUORIDI3 CII[.ORIDIE P110514 F: ('lll.ORINIE C T
IF 4 W el
Qa x p a a x a a W a a x a a LC Ow w wri pS . i om w1 a w w a4WF+L• t7,4hmy2W -tW I- I- a F F a F F a w re a a 1- a 1•. a a Iw^ r = �' o p (...1 VVVV
-! .2 w .2 -2 w -2 .: Loa W W 14 !L W !G ;4 !I 14 < + O to aOG 1 • r F+ pY I- - w W` 1- FwF w47CC 7! 'tdS 't i F h + F r ! h F + h r F ! Cw ,,2 W j 1..) C ,� \m5F
;r _ O ? 7, a O ¢ C O -ta A 'rt A r a � O rC O 5 C 5O I;I- SE-. et, WF a ' i u t
q a + � ....1 o� 'ae ``� a ► a � ? � W Ca Cris w � w r4 S 5 w SWr w3} 1<.a i[ r Ew <O4 W + 4. ! in ea < u P 7 O . / 1 Z a ! 1 ! % G :C r P % Or F E 14 F (! .4
cmy . j p. k. % u 7. . :. w r r 7. F D m7e Z. V
F
1 16 5 12 100 0 .. 6.6 6.7 7.4 8 6 6 26 25 31 30 32 0,000 0,000 0.088 0.000 0.1I 0.63 1.33 0.20 1.71 354 15.5
2 16 8 12 100 0 6.6 6.7 7A 9 8 5 28 25 31 24 29 ; - 0.229 0,000 0.060 0.000 0.12 0,62 r:k; ' 1.44 0.20 1,73 411 19.7
3 15' 8 r 12 100 0-ci.r; 6.8 6,8 7,3 9 9 7' 28 24 30 26 33•`.:", 0.259 0.000 0.027 0.0047 0,10 0,65 a .;,T4 .. , q !...6Y- 1.26 0.19 1,67 414 20.1
4 16 29 12 100 0 r,4 :7} 65.0 6.5 7.1 11 10 7 25 23 29 25 30>, ,. 0.964 0.026 0.088 0006 0,10 0,70 '4 t4'6 + r ,., + 'r 1.16 0.14 1.44 370 18.6
5 15 46 12 100 0 6.4 6.4 7.2 I0 10 7 23 23 28 24 30;.'',4:k,,',1. 1.518 0,000 0,116 0.000 0.04 0.65 ;Y: yM %1 WI
1.16 0.10 1.50 409 20.8
6 15 54 12 100 0'tt , 6.2 6,2 7.5 9 11 6 23 20 27 22 33 a.4 1.297 0.000 0.111 0.008 0,03 04 {4..;`.. `�` '� ,6
1.13 0,15 1,83 448 19
7 I4 45 12 100 0 +may 6.3 6.3 7.3 11 12 6 23 20 28 �23 33. .:k` 1.028 0.034 0.088 0.006 0.03 0.62�ys' 1.16 0.19 1,74 467 18.9
8 13 28 12 100 0 '' 't 6.4 6.4 7.4 10 9 7 19 17 24 21 29 11.45i 0.762 0.000 0.048 0.002 0.04 0.63 , s ,foro wrist; 1.33 0.15 1.54 470 18.7
9 12 28 12 100 0 uk`;?1:u' 6.5 6.4 7.4 9 8 6 20 17 24 23 28 c 0.902 0.012 0.066 0.004 0.04 0.66 &Alia�e 1.28 0.16 1.73 343 13.0
10 13 19 12 100 0 4., 6.5 6.3 7.2 II 9 7 24 19 26 24 31 0.593 0.000 0.054 0.007 0,08 0.71 -a4A pa , ;' 1.17 0.19 1.58 418 15.0
II - 13 18 12 100 0 6.6 6.5 7.3 II 10 5 25 21 27 24 30 uK,, 0.673 0.016 0.053 0.009 0.11 0.68 ' - 1.27 0.08 1.83 451 14.7
12 12 16 12 100 0 6.6 6.5 7.2 11 9 7 26 22 28 23 31 0,589 0,000 0,041 0.011 0.11 0.67 �` q;- 'cs , ,g 1.28 0.28 1.86 478 16.2
13 10 12 12 100 0. 6.7 6.7 7.3 9 ID 6 25 21 29 26 32 ii~ 0.561 0.003 0.037 0.008 0,11 0.66 As., q,c3., k 1.32 0.36 1.73 396 12.5
I4 10 14 12 100 0 k`r 6,6 6,5 7.5 I1 10 7 24 22 27 25 31 oar 0.551 0.002 0.029 0.005 0.10 0.08 !PM ' . 1.28 0.35 1.91 5I3 13,7
15 11 9 12 100 0 y3 6.6 6.6 7.4 9 8 5 25 23 29 24 33 4,i4;' 0,361 0,000 0.073 0,003 0.11 0,07 02 LA1W: y`y*r� 1.37 0.42 1.91 536 14.9
16 10 8 12 100 0 6.6 6.7 7.5^ 9 8 5 25 22 28 25 31:' 0.570 0.022 0.062 0.004 0.10 0.05 As-t n.,1 to 1,68 0.41 1.93 374 10.5
17 10 10 12 100 0 g,a g 6.5 6.4 7.3 9 7 5 24 20 29 23- 28 go 0.376 0.000 0,039 0.014 0.10 0.06 M , " .„'r. .1 1.39 0.34 1.83 458 12.6
`18 8 6 12 100 D s• 6,6 6.4 7.2 9 7 7 25 22 27 20 30 ; 0,466 0.000 0.026 0.006 0.00 0.00 M 1.19 0.29 1.77 391 10.8
19 11 5 12 100 0 �' 6.7 6,7 7.2 9 8 7 25 23 28 25 30 Lt t 0.457 0.041 0.030 0.004 0.00 0.00 -Wi °z .4. 1.15 0.20 1.63 462 13.5
20 10 6 12 100 0 1* 6.9 6.8 7.3 7 7 5 29 25 30 26 28 0 0.441 0.024 0.021 0.005 0.00 0.00 OE' ; `t" • 1.21 0.07 1.72 125 3.7
21 10� 6 12 100 0„ 6.7 6.9 7.3 9 9 6 25 22 29 27 32 0.448 0.020 0.028 0.013 0.02 0.62 r ';,Q,t , I �: : 1.16 0.21 1.81 386 10.7
22 9 9 12 100 0"�s Y; 6.6 6.7 7.3 9 8 7 26 21 29 23 3I 0.410 0.000 0.010 0.000 0.00 0,57 1.23 0,27 1.91 365 9,9
micx..
23 8 9 12 100 0 i 6.6 6.6 7.3 8 7 5 23 22 29 25 30 c 0.464 0.002 0.032 0.004 0.00 0.53 O•� 6^.g 1.22 0.23 1.81 372 10.6
24 10 9 12 100 0 t 6.7 6.5 7.1 I0 8 6 25 22 27 24 33= 0.496 0,000 0,043 0.009 0.00 0.62 : '• ? ,, r:, 1.15 0.16 1.76 152 4.1
25 9r 10 12 100 0 6.6 6.6 7.2 8 8 7 24 23 30 27 33 0.453 0.000 0.029 0,007-0,00 0.63 1 1 1.33 0,25 1.68 180 4,9
26 10 8 12 100 0; 6.7 6.51 7.3 9 9 7 24 23 28 25 33 Wr2 0,462 0,000 0.037 0.002 0.00 0.60 r• '-'a'•?t Kw rr,-;-41' 1.29 0.22 1.81 374 10.1
27 9 7 12 100 0?I '. 6.7 6.7 7.3 10 9 8 27 22 29 32 37' 0377 0,000 0,026 0,009 0,00 0.58 fi `• ,.1 1.32 0.29 1.96 422 11.1
28 9 6 12 100 0 7.4.5,744y 6.8 6.6 7.3 8 9 5 26 2I 29 25 31 `•E'' 0.528 0.009 0.022 0.003 0,00 0,56 ;,,,VA g,f, , r 1.30 0.37 1.77 420 12.0
29 9 5 12 I00 0; Sk 6.7 6.7 7.4 5 4 5 24 21 27 23 30 r ;y 0,608 0,046 0,033 0,014 0.00 0.57 1: at ".. ,;;.!4aw1.43 0.33 1.68 388 10.4
30 9 5 12 100 0,"+5 A 6.7 6.7 7.4 5 6 5 24 21 25 25 32:5-';1~, 0.326 0.000 0.007 0.000 0,00 0.54 : f i ''.-„�; „f 5,:).,. tat-,. 1.35 0.35 1.84 427 11.3
31 8 5 12 100 0'-.> W. 6.6 6.6 7.1 8 9 6 26 23 28 26 31 =:'=.a: 0.363 0.080 0.022 0.011 0.00 0,64 .',,A-.4:rs., v---:;;1 : g%' 1.29 0.32 1.65 397 10.4
TOT 350 453 372 3,100 0 263.10 203.601226.40 280 267 190 766 676 870 765 965 17.532 0.337 1.446 0.178 1.46 15.27 39.63 7.47 54.27 12,171 405.2
AVG 11 15 12 100 0 8.49 6.57 7.30 9 9 6 25 22 28 25 31 0.566 0.011 0.047 0.006 0.05 -0.49 1.28 0.24 1.75 393 13.2
MAX 16 54 12 100 0 65.00 6.90 7.50 II 12 8 29 25 31 32 37 1.518 0.080 0.116 0.014 0.12 0.71 1.68 0.42 1.96 536 2043
MIN 8 5 I2 100 0 6.20 6.20 7.10 5 6 5 19 17 24 20 28 0.000 0.000 0.007 0.000 0.00-0.00 1.13 0.07 1,44 125 3.7
PART II-DENR 1940(REVISED 5/93)
WATER SUPPLY(REVIEW 5/96) SIGNED: CERTIFICATE GRADE: A NUMBER: 974545

LaBella Associates, PC
Engineering Report
City of Salisbury Water Treatment Plant
Application for a General Permit
Mk/PiiT/L/T/ES
Cityof Salisbury
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Salisbury, North Carolina
June 2020
LaBella Commission No.: 2221032
LaBella Associates,PC
400 S.Tryon Street,Suite 1300 Phone [phone]
Charlotte, NC 28285 Fax [phone]
www.labellanc.com
1

Engineering Report
for
City of Salisbury Water Treatment Plant
Water Treatment Plant Improvements
City of Salisbury, North Carolina
Project Owner
Mr. Jason H. Wilson, P.E.
Salisbury-Rowan Utilities
Assistant Utilities Director
1 Water Street
Salisbury, NC 28144-4261
jawils(c�salisburync.gov
704-216-7553
Project Engineer
g
Mr. Thomas Mathews
LaBella Associates, PC
400 S. Tryon Street, Suite 1300
Charlotte, NC 28285
tmathewslabellapc.com
704-980-7918
1

Section 1.0 Executive Summary
1.1 Proposed Project Description
The proposed project is in the Piedmont Region of North Carolina at the Salisbury-Rowan
Utilities (SRU) City of Salisbury Water Treatment Plant in Salisbury, Rowan County, North
Carolina. Figure 1 is the existing water treatment plant layout. Figure 2 is a vicinity map
showing the location of the project. Figures 3 is the existing water treatment plant flow
schematic. Figure 4 is the proposed water treatment plant flow schematic.
The Cityof Salisburyis presentlydischarging the treated wastewater generated at the
9 9
water treatment plant into the municipal sewer. The City of Salisbury is submitting an
application for a General Permit to discharge this wastewater as a point source.
1.2 Reasons for the Proposed Project
SRU has experienced high costs for disposal of sludge generated at the water treatment
plant. This process was cumbersome, time consuming, and labor intensive. To reduce the
disposal costs, the City of Salisbury recently installed dewatering equipment and is now
dewatering wastewater solids and hauling the solids to Rowan County's Landfill which is
beneficially used by the county as ground coverage.
The supernatant from treatment of the wastewater generated at the water treatment plant
is still being discharged into the municipal sewer system and conveyed to the Grants
Creek wastewater treatment plant.
SRU would like to discharge the supernatant through a point source discharge, eliminating
the wastewater treatment cost. This will also free up capacity at the wastewater treatment
plant for other potential customers.
3

Section 2.0 Current Situation
2.1 Existing Water System
The City of Salisbury Water Treatment Plant was constructed in multiple phases as a
conventional dual media filter plant. Additions to the facility include a pretreatment unit
with chemical storage, sludge dewatering system, and standby generator units. The plant
is currently rated at 24.0 million gallons per day (MGD) and is located on North Jackson
Street in Salisbury, NC. The PWSID Number is 01-80-0110. The plant process consists
of withdrawing water from the Yadkin River into two (2) settling reservoirs. From the
reservoirs, the raw water flows into a pretreatment Actiflo unit to reduce turbidity prior to
the conventional treatment process. The Actiflo unit discharges into sedimentation basins
and then onto the conventional dual media sand filters. Filtered water is collected and
discharged into two (2) clearwells for storage and distributed to the customers via high
service pumps.
The raw water intake has a hydraulic capacity of 50 MGD. The pump station facility is
located adjacent to the river and in 2001 had two (2) pumps rated at 12 MGD and one (1)
pump rated at 6 MGD. The original 24-inch diameter raw water line from the raw water
pump station to the raw water reservoirs has been replaced with a 42-inch diameter raw
water line to reduce total dynamic head. The SRU staff conducted a flow test and
determined the current improved capacities to be 16 MGD for one (1) pump and 12 MGD
for the other two (2) pumps.
The raw water reservoirs consist of two (2) earthen reservoirs. The reservoirs are sized at
18 MG and 10 MG, respectively. The reservoirs contain a concrete apron perimeter to
protect against erosion. The purpose of the reservoirs is to create a supply of raw water
during emergency conditions that might exist in the Yadkin River and allow for pre-
sedimentation. Raw water flows from the reservoirs by gravity through a 42- and 24-inch
diameter raw water line to the Actiflo unit at the pretreatment facility.
The Actiflo unit is used as a preliminary treatment system to remove turbidity from the raw
water. The Actiflo unit is designed to reduce turbidity to less than 1 NTU entering the filter
at 33 MGD.
4

The flow from the Actiflo unit flows by gravity through a 42-inch diameter pipe to the
abandoned flocculators where it then enters the sedimentation basins. Twelve (12)
sedimentation basins combine into a common header which allows the flow to be evenly
distributed into the dual media filters.
The existing twelve (12) filters are currently rated at 2 MGD each. Each filter is equipped
with a surface wash system and is supplied by an onsite water storage tank. The filtered
water is collected in a common header where chemicals are added to meet state
regulations for pH and chlorine residuals.
The water then flows from the filters to two (2) baffled clearwell storage tanks sized at 1.0
MG and 0.75 MG, respectively. The two (2) existing tanks are in series and allow for
sufficient detention times to meet state regulations. The finished water flows from the
clearwells to a high service pump station.
The high service pump station consists of five (5) existing pumps. The pumps are rated
as follows: two (2)at 4 MGD, one (1)at 6 MGD, one (1)at 8 MGD, and one (1)at 10 MGD.
The pumps discharge directly into the distribution system and are controlled by the
elevated tank located at the water treatment plant.
The wastewater treatment facility for the residual wastes generated at the water treatment
plant is the sludge handling facility. The sludge handing facility receives wastewater flow
from the pretreatment Actiflo unit, the sedimentation basins, the backwash from the filters,
and the supernatant from the dewatering centrifuge. This flow enters a settling basin which
allows the solids to separate from the water. The solids are collected off the bottom of the
sludge tanks and stored in above ground tanks prior to being transported for land
application. The water(supernatant)separated from the sludge is discharged into a gravity
sewer system and is conveyed to Grants Creek Wastewater Treatment Plant. The current
sludge handling facility's capacity is 1.6 MGD of wastewater.
5

Section 3.0 Project
3.1 Proposed Project Summary
SRU has experienced high costs in the past for disposing of wastewater generated at the
water treatment plant because the wastewater is processed through the municipal
wastewater treatment system.
A previous project installed a centrifuge so that the dewatered solids could be utilized by
Rowan County for beneficial ground coverage and/or land applied.
At thepresent time, the wastewatergenerated at the water treatment plant is treated at
the water treatment plan with a sedimentation process and the supernatant flows to the
municipal sewer and is conveyed to the Grants Creek wastewater treatment plant.
SRU would like to discharge the supernatant through a point source discharge, eliminating
the treatment charges at the municipal wastewater treatment plant.
6

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Powered bYpartnership. JUNE 2020 2221032
400 S. Tryon Street, Suite 1300
Charlotte, NC 28285 PROJECT NAME CITY OF SALISBURY WTP IMPROVEMENTS REVISED SHEET/DETAIL NO SHFFT NUMRFR
704-376-6423 SALISBURY-ROWAII UTILITIES
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M Powered by partnership. JUNE 2020 2221032
400 S.Tryon Street, Suite 1300 PROJECT NAME REVSEDSHEET/DETAIL NO SHFFTNUMRFR
Charlotte, NC 28285 CITY OF SALISBURY WTP IMPROVEMENTS
704-376 6423 SALISBURY-ROWAN UTILITIES
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Powered bypartnership. SCHEMATIC JUNE 2020 2221032
400 S. Tryon Street, Suite 1300
Charlotte, NC 28285 PROJECT NAME CITY OF SALISBURY WTP IMPROVEMENTS REVISED SHEET/DETAIL NO. SHEET NUMBER
704-376-6423 SALISBURY-ROWAN UTILITIES
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sme SCHEMATIC JUNE 2020 2221032
400 S. Tryon Street, Suite 1300
Charlotte, NC 28285 PROJECT NAME CITY OF SALISBURY WTP IMPROVEMENTS REVISED SHEET/DETAIL NO. SHEET NUMBER
704-376-6423 SALISBURY-ROWAN UTILITIES
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