NC0026271_Renewal (Application)_20140922

A�
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
David Odom, Town Manager
Town of Taylorsville
67 Main Avenue Drive
Taylorsville, NC 28681
II 71=1Ti9=61i"611
John E. Skvarla, III
Secretary
September 29, 2014
Subject: Acknowledgement of Permit Renewal
Permit NCO026271
Alexander County
The NPDES Unit received your permit renewal application on September 22, 2014. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to
complete your permit renewal. You should expect to receive a draft permit approximately 30 -45 days
before your existing permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Joe
Corporon (919) 807 -6394.
Sincerely,
W IrP.vv Tk Z VV-rO%
Wren Thedford
Wastewater Branch
cc: Central Files
Mooresville Regional Office
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699 -1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]/Customer Service: 1- 877 -623 -6748
Internet:: www.ncwater.orq
An Equal OpportunitylAffirmative Action Employer

Town of Taylors vi-He
"The Brushy Mountain Gateway"
67 Main Avenue Drive
Taylorsville, North Carolina 28681
828.632.2218 (Phone) • 828.632.7964 (Fax)
www.taylorsviUenc.com
September 15, 2014
Ms. Wren Thedford
NC DENR\DWR\NPDES
1617 Mail Service Center
Raleigh, NC 27699 -1617
Re: Town of Taylorsville
NPDES Permit Renewal
NCO026271
Dear Ms. Thedford:
The Town of Taylorsville requests a renewal of its NPDES permit that expires
March 31, 2015. Since the last permit renewal, improvements to the WWTP
headworks have been completed. The improvements include a grinder, an influent
pump station, and a grit removal system.
No changes have been made to the primary processes.
Please contact myself at (828) 632 -2218, or Benjie Thomas, PE of West
Consultants, PLLC at (828) 433- 5661with any questions.
Thank you
Davi Odom, Town Manager
RECEIVED/DENRJDWR
SEP 2 2 2014
Water Quaf
Permitting Section
The Town of Taylonville does not discriminate on the basis of race, color, national origin,
sex, religion, age or disabiliry in employment or the provision of services.

FACILITY NAME AND PERMIT NUMBER:
Town of Taylorsville WWTP NCO026271
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application Information packet.
A.I. Facility Information.
Facility name Town of Taylorsville WWTP
Mailing Address Town of Taylorsville
67 Main Avenue Drive Taylorsville, NC 28681
Contact person David Odom
Title Town Manager
Telephone number (828) 632 -2218
Facility Address 344 Unni9an Lane Taylorsville. NC
(not P.O. Box)
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant name Same as Above
Mailing Address
Contact person
Title
Telephone number
Form Approved 1/14/99
OMB Number 2040 -0086
RECEIVED /DENRIDWR
Water Quality
Is the applicant the owner or operator (or both) of the treatment works? Permitting Section
Vowner V operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
facility V applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment
works (include state - issued permits).
NPDES NCO026271
UIC
RCRA
PSD
Other Land ADD lication- WQ0006906
Other
AA. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of
each entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private,
etc.).
Name Population Served Type of Collection System Ownership
Town of Taylorsville 2098 Separate Town of Taylorsville
Alexander County Prison 1000 Separate State of NC
Total population served 3098
EPA Form 3510 -2A (Rev. 1 -99). Replaces EPA forms 7550 -6 & 7550 -22. Page 2 of 21

FACILITY NAME AND PERMIT NUMBER:
Town of Taylorsville WWTP NCO026271
A.S. Indian Country.
a. Is the treatment works located in Indian Country?
Form Approved 1114199
OMB Number 2040 -0086
Yes V( No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
Yes ✓ No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12 -month time
period with the 12th month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 0.83 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 0.37 0.42 0.43 mgd
c. Maximum daily flow rate 1.57 0.94 0.78 mgd
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
✓ Separate sanitary sewer 100.00 %
Combined storm and sanitary sewer
A.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ✓ Yes
If yes, list how many of each of the following types of discharge points the treatment works uses:
I. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
v. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface
impoundments that do not have outlets for discharge to waters of the U.S.? Yes
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharged to surface impoundment(s)
Is discharge continuous or intermittent?
c. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site:
Is land application continuous or
intermittent?
Mgd
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
Yes
No
✓ No
mgd
✓ No
Yes ✓ No
EPA Form 3510 -2A (Rev. 1 -99). Replaces EPA forms 7550 -6 & 7550 -22. Page 3 of 21

FACILITY NAME AND PERMIT NUMBER:
Town of Taylorsville WWTP NCO026271
Form Approved 1/14/99
OMB Number 2040 -0086
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment
works (e.g., tank truck, pipe).
If transport is by a party other than the applicant, provide:
Transporter name:
Mailing Address:
Contact person:
Title:
Telephone number:
For each treatment works that receives this discharge, provide the following:
Name:
Mailing Address:
Contact person:
Title:
Telephone number:
If known, provide the NPDES permit number of the treatment works that receives this discharge.
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included in
A.8.a through A.8.d above (e.g., underground percolation, well injection)? Yes No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed of by this method:
Is disposal through this method continuous or intermittent?
EPA Form 3510 -2A (Rev. 1 -99). Replaces EPA forms 7550 -6 & 7550 -22. Page 4 of 21

FACILITY NAME AND PERMIT NUMBER:
Town of Taylorsville WWTP NCO026271
Form Approved 1114199
OMB Number 2040 -0086
WASTEWATER DISCHARGES:
If you answered "yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. if you answered "no" to question
A.8.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001 Along Stirewalt Creek
b. Location Taylorsville 28681
(City or town, if applicable) (Zip Code)
Alexander NC
(County) (State)
35 52'02" 81 11' 44"
(Latitude)
c. Distance from shore (if applicable)
d. Depth below surface (if applicable)
e. Average daily flow rate
f. Does this outfall have either an intermittent or a
periodic discharge?
If yes, provide the following information:
Number of times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
Months in which discharge occurs:
(Longitude)
ft.
ft.
0.43 mgd
Yes V/ No (go to A.9.g.)
mgd
g. Is outfall equipped with a diffuser? Yes No
A.10. Description of Receiving Waters.
a. Name of receiving water Lower Little River Index Number 11- 69 -(0.5)
b. Name of watershed (if known) Stirewalt Creek -Lower Little River HUC 030501011003
United States Soil Conservation Service 14 -digit watershed code (if known):
c. Name of State Management/River Basin (if known): Catawba River Basin
United States Geological Survey 8 -digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable):
acute cfs chronic
e. Total hardness of receiving stream at critical low flow (if applicable): _
cfs
mgll of CaCO3
EPA Form 3510 -2A (Rev. 1 -99). Replaces EPA forms 7550 -6 & 7550 -22. Page 5 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 1/14,99
OMB Number 2040.0086
Town of Taylorsville WWTP NCO026271
A.11. Description of Treatment.
a. What levels of treatment are provided? Check all that apply.
Primary V( Secondary
Advanced Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 94.00 %
Design SS removal 94.00 %
Design P removal %
Design N removal 95.00 %
Other %
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe.
chlorination
If disinfection is by chlorination, is dechlorination used for this outfall? Yes No
d. Does the treatment plant have post aeration? Yes V( No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements
of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136.
At a minimum, effluent testing data must be based on at least three samples and must be no more than four and one -half years apart.
Outfall number: 001
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
H Minimum
6.20
s.u.
H Maximum
7.50
S. U.
Flow Rate
0.78
mgd
0.43
mgd
149.00
Temperature (Winter)
14.40
C
13.90
C
149.00
Temperature Summer
24.90
1 C
23.90
C
149.00
' For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
ANALYTICAL
ML / MDL
DISCHARGE
METHOD
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NONCONVENTIONAL COMPOUNDS.
BIOCHEMICAL OXYGEN
BOD -5
37.40
mg /I
8.64
mg /I
149.00
I CBOD -5
DEMAND (Report one)
FECAL COLIFORM
330.00
#/100
23.66
#/100
149.00
TOTAL SUSPENDED SOLIDS (TSS)
57.30
mg /I
11.97
mg /I
149.00
END OF PART A.
REFER TO THE APPLICATION OVERVIEW TO DETERMINE WHICH OTHER PARTS OF FORM
2A YOU MUST COMPLETE
EPA Form 3510 -2A (Rev. 1 -99). Replaces EPA forms 7550 -6 & 7550 -22. Page 6 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 1/14/99
Town of Taylorsville WWTP NCO026271
OMB Number 2040 -0086
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate > 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and /or infiltration.
0.58 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Rehab or replace 18.075 If of of pipe& complete 30 spot repairs of broken pipe: complete rehab /repair of 10 MH's
CCTV inspection and cleaning of 22,100 If of gravity pipe; complete smoke test inspections and repair defects
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries.
This map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show
the entire area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within 1/4 mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by
truck, rail, or special pipe, show on the map where that hazardous waste enters the treatment works and where it is treated, stored, and/or
disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redundancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily
flow rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation /Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? Yes ✓ No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number:
Responsibilities of Contractor:
B.S. Scheduled Improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question
B.5 for each. (If none, go to question B.6.)
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
None
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
Yes No
EPA Form 3510 -2A (Rev. 1 -99). Replaces EPA forms 7550 -6 & 7550 -22. Page 7 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 1114,99
Town of Taylorsville WWTP NCO026271
OMB Number 2040 -0066
c If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM / DD / YYYY MM / DD / YYYY
— Begin construction
— End construction
— Begin discharge
—Attain operational level
e. Have appropriate permits /clearances concerning other Federal /State requirements been obtained? _Yes No
Describe briefly:
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent
testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information on combined sewer
overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136
methods. In addition, this data must comply with QA /QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for
standard methods for analytes not addressed by 40 CFR Part 136. At a minimum, effluent testing data must be based on at least three
pollutant scans and must be no more than four and one -half years old.
Outfall Number: 001
POLLUTANT
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
DISCHARGE
Conc.
Units
Conc.
Units
Number of
ANALYTICAL
ML / MDL
Samples
METHOD
CONVENTIONAL AND NONCONVENTIONAL COMPOUNDS.
AMMONIA (as N)
CHLORINE (TOTAL
RESIDUAL, TRC)
0.00
ug /I
0.00
ug /I
149.00
DISSOLVED OXYGEN
TOTAL LDAHL
NITROGEN ENTKN
4.76
mg /I
1.77
mgl
3.00
SM20450ON -B
0.14mg /I
NITRATE PLUS NITRITE
NITROGEN
16.40
mg /I
12.33
mg /I
3,00
SM20450ONO3 -E
01 mg /l
OIL and GREASE
PHOSPHORUS (Total)
3.72
mg /I
2.93
mg /I
3.00
SM20ED450OP -E
0.5 mg /I
TOTAL DISSOLVED
SOLIDS (TDS)
OTHER
i
I
END OF PART B.
REFER TO THE APPLICATION OVERVIEW TO DETERMINE WHICH OTHER PARTS OF FORM
2A YOU MUST COMPLETE
EPA Form 3510 -2A (Rev. 1 -99). Replaces EPA forms 7550 -6 & 7550 -22. Page 8 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 1114199
Town of Taylorsville WWTP NCO026271
OMB Number 2040 -0066
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this certification. All
applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which parts of Form 2A you
have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed Form 2A and have completed
all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
Basic Application Information packet Supplemental Application Information packet:
Part D (Expanded Effluent Testing Data)
Part E (Toxicity Testing: Biomonitoring Data)
Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
Part G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
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 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 and official title David Od , Town Manager
Signature
Telephone number (828) 632 -2218
Date signed
Upon request of the permitting authority, you must submit any other information necessary to assess wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
EPA Form 3510 -2A (Rev. 1 -99). Replaces EPA forms 7550 -6 & 7550 -22. Page 9 of 21

Profile for Taylorsville
North Carolina Rural Economic Development Center
Municipality Profile for Taylorsville
Population
Total Population (2010)
2,098
Total Population (2000)
1,799
Percent American Indian (2010)
0%
Percent Asian (2010)
1%
Percent Black (2010)
13%
Percent Hispanic (2010)
6%
Percent White (2010)
78%
Median Age (2 010)
43.5
Percent 0 -17 (20 10)
22%
Percent 18 -29 (2010)
15%
Percent 30 -44 (2010)
15%
Percent 45 -64 (2010)
23%
Percent 65 and Older (2010)
25%
Income and Poverty
Median Household Income (2006 -2010) $29,545
Per Capita Income (2006 -2010) $18,940
Poverty Rate (2006 -2010) 24%
Child Poverty Rate (2006 -2010) 19%
Housing
Homeownership Rate (2006 -2010) 51%
Housing Built Between 1980 -2010 (2006 -2010) 38%
Housing Units That Are Mobile Homes (2006 -2010) 26%
Education
Bachelor's Degree or Higher (2006 -2010) 13%
Associates Degree (2006 -2010) 2%
Attended College (2006 -2010) 13%
High School Diploma (2006 -2010) 48%
Less Than High School Education (2006 -2010) 25%
Other
Geographic Region Piedmont
Rural or Urban Region Rural
County Alexander
Updated on Oct 18, 2012
Page 1 of 2
1%tfm•011•1tnt! nr`r1ira lranfor rNro /rintnhank /fnwnnrint nhn ?Tnwn= Taylorsville 9/9/2014

NC DENR - DIVISON OF WATER QUALITY
.0308 CATAWBA RIVER BASIN
Class
Name of Stream Description Class Date Index No.
CATAWBA RIVER (Lookout
From Oxford Pam to a point
WS -iV
04/01/99
11 -(67)
Shoals Lake below elevation
0.6 mile upstream of mouth
845)
of Lower Little River
Punchbowl Creek
From source to Lookout
WS - IV
04/01/99
11 -68
Shoals Lake, Catawba River
CATAWBA RIVER (Lookout
From a point 0,6 mile
WS -IV;CA
04/01199
11- (68.5)
Shoals Lake below elevation
upstream of mouth of Lower
8451
Little River to clk Shoal
Creek (East Side)
Lower Little River
From source to a point 0.5
C
04/01/99
11- 69 -(0.5)
mile upstream of mouth of
Stirewalt Creek
East Prong Lower Little
From source to Lower Little
C
03/01/62
11 -69 -1
River
River
7avis Creek
From source to East Prong
C
03/01/62
11- 69 -2-:
Lower Little River
Robinette Creek
From source to Lower Little
a
08/12/79
11- 69 -1.5
River
Brassy Creek
From source to Lower Little
C
03/01/62
11 -69 -2
River
Lambert Fork
From source to Lower Little
C
03/01/62
11 -69 -3
River
Poplar Creek
From source to Lambert Fork
C
03/01/62
11- 69 -3 -1
Beaver Branch
From source to Lambert Fork
C
03/01/62
11- 69 -3 -2
Muddy Fork
From source to Lower Little
C
D3/01/62
11 -69 -4
River
Spriro Creek
From source to Lower Little
C
D3/01/62
11 -69 -5
River
Lower Little River
From a point 0.5 mile
WS - IV
04/01/99
11- 69 -(5.5)
upstream of of mouth
Stirewalt Creek to a point
0.8 mile upstream of mouth
Stirewalc Creek
From source to a point 0.2
C
09/01/74
11- 69 -6-(1)
mile upstream of Alexander
County SR 1111
Stirewalt Creek
From a point 0.2 mile
WS - IV
04/01/99
11-69 -6 -(2)
upstream of Alexander
County SR 1111 to Lower
Little River
Glade Creek
From scarce to Alexander
C
09/01/74
11- 69- 7 -(0.3)
County SR 1604
Glade Creek
From Alexander County SR
WS - IV
04/01/99
11- 69- 7 -(C.7)
1604 to Lower Little River
Jumping Run
From source to Glade Creek
F1S -:V
04/01/99
11- 69 -7 -1
Scott Creek
From scarce to Jumping Run
Y1S -iV
04/01/99
11- 69 -7 -1 -1
2B .0300
Page 21 of 40 2013 -12.09 10:46:19

AIRTER47TEGH L HBB I,tr .
POST QPF ICE 6 x 056 • 4t5 PINEWOOD PLAZA DR
GRAiN{TE FALLS tJORTH CAROLINA 2863~
(828) 396 -4444
SAMPLE: Taylorsville, Town of COLLECTION DATE: 10/1/2013
PERMIT #. NCO026271 COLLECTION TIME: 08:30
ADDRESS: Town of Taylorsville RECEIVED DATE: 10/1/2013
204 Main Avenue DriVb RECEIVED TIME: 12:30
Taylorsville, NC 28681
REPORTED: 11/7/2013
LOG ID: 1310 -003 REPORTED BY: NCCHRTIFIED LAB # 50
fkq t r
Tony Gragg, Lab Supervisoa-
ANALYSIS
ANALYSIS
EFFLUENT
UNITS
DATE
ANALYST
BOD
<2.0
mg /L
10/2/13
jdg
TSS
4.7
mg /L
10/2/13
jrg
NH3
<0.2
mg /L
10/2/13
jrg
Fecal Coliform
<1
/100mL
10/1/13
jrg
Conductivity
549
umhos /cm
10/7/13
jrg
NO2 +NO3
16.4
mg/L
10/9/13
jdg
TKN
0.28
mg /L
10/10113
jdg
T. Nitrogen
16 -68
mg /L
10/10/13
jdg
T. Phosphorus
2.58
mg /L
10/10/13
jdg
Chloride
53
mg /L
10/25/13
lag
Cyanide
<0.005
mg /L
10/4113
Copper
0.016
mg/L
10/4/13
Zinc
0.170
mg /L
10/4113
ANALYSIS
INFLUENT
UNITS
DATE
ANALYST
BOD
292
mg/L
10/2/13
jdg
TSS
308
mg /L
10/2/13
jrg
LOG ID: 1310 -003 REPORTED BY: NCCHRTIFIED LAB # 50
fkq t r
Tony Gragg, Lab Supervisoa-

AIATER:- TECH LROS in,
=C�;T cj7- -ICE Box *56 • :5 PINEWOOD PLAZA DR
GRAN7E FALLS. NORTH CARO! INS. 28630
[phone]
SAMPLE: Taylorsville, Town of COLLECTION DATE: 4/1/2014
PERMIT #- NCO026271 COLLECTION TIME: 08:30
ADDRESS: Town of Taylorsville RECEIVED DATE: 4/1/2014
204 Main Avenue Drivd RECEIVED TIME: 14:30
Taylorsville, NC 28681
REPORTED: 5/2/2014
LOG ID: 1404 -027 REPORTED BY: NC CERTIFIED LAB # 50
fe FA" , ,
Tony Gragg, Lab Supervisor
ANALYSIS
ANALYSIS
EFFLUENT
UNITS
DATE
ANALYST
BOD
2.7
mg/L
412/14
jdg
TSS
25.0
mgtL
4/3114
jrg
NH3
1.38
mg/L
4/3/14
jrg
Fecal Coliform
<1
/100mL
411/14
jrg
Conductivity
412
umhos /cm
4110/14
jrg
NO2 +NO3
4.60
mg /L
4111/14
jdg
TKN
4.76
mg /L
4110114
jdg
T. Nitrogen
9.36
mg/L
4/11/14
jdg
T. Phosphorus
3.72
mg /L
4/11/14
jdg
Cyanide
<0.005
mg /L
4/4114
Chloride
56.0
mg /L
4/25/14
lag
Copper
0.013
mg/L
4/4114
Zinc
0.205
mg/L
4/4114
ANALYSIS
INFLUENT
UNITS
DATE
ANALYST
BOD
475
mg/L
412114
jdg
TSS
233
mg/L
4/3114
jrg
LOG ID: 1404 -027 REPORTED BY: NC CERTIFIED LAB # 50
fe FA" , ,
Tony Gragg, Lab Supervisor

>:
TECH
ry ':zFI-F ECIX t>a?. #E: PINEWOOL) PLA +1 CP;
GRANITin : FAL, F w: .R'r:i CAROI.INA 28?3C
(828) 396 -4444
SAMPLE: Taylorsville, Town of COLLECTION DATE: 1/2/2014
PERMIT #_ NCO026271 COLLECTION TIME: 08.30
ADDRESS: Town of Taylorsville RECEIVED DATE: 1/2/2014
204 Main Avenue Drive RECEIVED TIME: 12:10
Taylorsville, NC 28681
REPORTED: 1/16/2014
LOG ID: 1401 -011 REPORTED RY7 NC CERTIFIED LAB # 50
"Cony Gragg, Lab Supervisor
ANALYSIS
ANALYSIS
EFFLUENT
UNITS
DATE
ANALYST
BOD
<2.0
mg /L
1/3114
jdg
TSS
6.2
mg /L
116114
irg
NH3
<0.2
mg /L
1/3/14
irg
Fecal Coliform
<1
1100mL
1/2114
irg
Conductivity
351
umhos /cm
1/6/14
irg
NO2 +NO3
16.0
mg /L
1/10/14
jdg
TKN
0.28
mg /L
1/13114
jdg
T. Nitrogen
16.28
mg /L
1113114
jdg
T. Phosphorus
2.51
mg /L
1/10114
jdg
Cyanide
<0.005
mg /L
1/3114
Chloride
55
mg /L
1/3/14
irg
Copper
0.005
mg /L
1/3/14
Zinc
0.155
mg /L
1/3/14
ANALYSIS
INFLUENT
UNITS
DATE
ANALYST
BOD
575
mg/L
1/3/14
jdg
TSS
127
mg /L
116114
jrg
LOG ID: 1401 -011 REPORTED RY7 NC CERTIFIED LAB # 50
"Cony Gragg, Lab Supervisor

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Permit NC8026271
STATE OF NORTH CAROLINA
DEPAR'T'MENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PFRMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL, POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143- 215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
Town of Taylorsville
is hereby authorized to discharge wastewater from a facility located at
Town of Taylorsville WWTI'
Junction of NCSR 1108 & Minnigan Lane
South of Taylorsville
Alexander County
to receivinn waters designated as Lower Little River in the Catawba River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV
hereof.
This permit shall become effective May I, 2010.
This permit and authorization to discharge shall expire at midnight March 31, 2015.
Signed this day April 14, 2010.
f. Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

-1 1
TOWN OF TAYLORSVILLE
WWTP SLUDGE MANAGEMENT PLAN
(LAND APPLICATION STANDARD
OPERATING PROCEDURES)
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David Odom, Town Manager

Operation and Maintenance Plan
Taylorsville, NC
Permit No. WQ0006906
In accordance to the requirements set forth by the North Carolina
Department of Environmental and Natural Resources using
NCGS 143 -215.1 and 143- 215.3(a) based on 15A NCAC 02T .1 10,
Taylorsville, NC is implementing this Operation and Maintenance Plan.
The project manager of the land application event will make sure a daily
check off is performed at the start of each work day. This inspection is to
prevent any spills, leaks, or run -offs.
The daily check -off will consist of inspection the following items:
1. Access to the facility will be controlled with a locked gate and
signs to prevent any unauthorized entry into the complex.
2. All pumps and hose will be checked at the start of each day for
leaks or loose fittings.
3. All tanker valves are closed prior to loading and lids are closed
prior to transport.
4. All dump trailers or dump trucks gates are tightly fastened and
do not leak prior to transport.
5. All on road equipment is check as per DOT regulations for any
safety or mechanical hazards or issues.
6. All equipment is secured at the end of each working day to
prevent any tampering or unauthorized use.
The ORC or back up ORC will inspect the field after each land application
event to make sure all regulations as required by the permit are followed.
Also the project manager at the end of each working day during a land
application event will make sure that all gates if present are closed.
All samples shall be taken as early as possible before the first application
event of the calendar year to make sure the facility is compliance.
The samples will be taken in a matter that is representative of the residuals
and all grab samples will be mixed prior to be placed in to the containers

that will go to the laboratory. These samples must be collected and
transported as outlined in the Sampling Plan attached to this O &M Plan.
All records of these laboratory results as well as the annual report and
loading rates will be kept on file for a minimum of five (S) years.
Also, in the unlikely event of a spill or unintended release of residuals,
actions should be immediately taken as outlined in a copy of the
spill control plan attached.

SAMPLING PLAN
Taylorsville, NC
Annually, if a land application event occurs, grab samples are collected from the digester.
Samples from the digester will be combined to form individual grab samples to be sent to a laboratory
for analysis. If a land application event is to occur in the early part of a calendar year (i.e. January or
early February) these samples may have to be taken in December so results can be obtained before the
land application event, as some results take 30+ days to receive.
These individual grab samples are collected and tested for fecal coliform analysis, volatile solids
reduction, nutrient analysis, and a TCLP test. These tests will be taken by Southern Soil Builders, Inc. All
samples with the exception of the composite residual sample will be taken to Statesville Analytical. All
samples taken will be taken in the same condition as the residuals are to be land applied.
The volatile solids will first be attempted to be achieved using option 1 [503.33(b)(I)]; 38%
volatile solids reduction. This option will be attempted first due to it being the most cost effective. One
sample will be taken at the aeration basin and labeled "B ". The next sample will be labeled "A" and be
taken from the digester.
If the option 1 cannot be achieved to meet the volatile solids reduction, a 30 day bench scale
option 3 [503.33(b)(3)] test will be used. This sample will be taken from the digester with the sample
being at least a quart in quantity.
If both option 1 and 3 are used and volatile solids reduction cannot be achieved; the sludge
holding tank will be stabilized using sufficient alkaline to meet option 6 [503.33(b)(6)], commonly known
as lime stabilization.
Fecal Coliform is gather in seven (7) individual samples and tested to meet the requirements of
[503.32(b)(2)]. This requirement is for the geometric mean fecal coliform density of the samples be less
than two million (2,000,000) MPN per gram. These samples will be placed in 250ml containers and
placed on ice, in a cooler for transport to the laboratory before 1600 hours (4pm) the same day the
samples are obtained.
Annually, if land application occurs, a composite residual sample will be analyzed, prior to a land
application event for:
Cadmium, Copper, Lead, Mercury, Molybdenum, Nickel, Selenium, Zinc, Aluminum, Ammonia
Nitrogen, Calcium, Nitrate Nitrogen, Magnesium, % total Solids, pH, Phosphorus, Potassium, TKN,
Sodium
From this information, the Plant Available Nitrogen (PAN) and a Sodium Absorption Ratio (SAR)
will be calculated. This sample will collected in a non - breakable container, at least one quart in size. This
sample will be taken from the digester. This test will be done by A &L Labs.

t
SPILL CONTROL PLAN- Southern Soil Builders, Inc.
Taylorsville, NC- Permit No. WQ0006906
In the event of a spill, the following should be taken IMMEDITALY.
1. Halt the source of the spill- overturned truck, leaking valve, ruptured tank.
2. Contain the spill. Use straw bales or earthen barrier to form a dike to contain the
spill.
3. Cleanup. Employ vacuum trucks, dump trucks, and loaders to remove as much
of the spilled material as possible. Use straw to soak -up the remaining material.
Dispose of the same in a landfill.
4. Flush the roadways with water if needed. If the spill occurred on a tillable area, till
the same into the soil and spread lime if necessary. If a spill occurs on private
property, final clean -up should be to the satisfaction of the owner.
5. Notification. (This should be done as soon as safely possible.)
A. Southern Soil Builders, Inc. Main Office (336)957 -8909
B. Taylorsville, NC WWTP (828) 632 -5280
C. NCDENR, Moorsville Regional Office (704) 663 -1699

D. County Emergency Services (Sheriff, Fire Dept.) 911
b. Reporting. The project manager shall detail how the spill occurred and all action
that was taken. A written report shall be given to the Asheville regional office as
soon as possible, and within 24 hours of the spill, or next working day.
7. Spill Prevention. The easiest way to clean a spill is to preveni one.
A. Ensure loading personal watch the vehicle being loaded.
B. Ensure all valves and lids are closed.
C. Inspect all seals and replace if necessary.

-�
A
I
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tiW hm-K
i�i0 art VGroilitG UeGa tlitBfit X11 YliVllOEI(11$(l 8n NBiU ai r'% °SOIIfC °S
Division of Waie.� :juajiv,
bevedy =aver 7,9rdu_= Coleen l-i. Sullins Dee Freemar,
J�1��rrlJi Uire�t0� �vvrC:iarl
Jule o. 20; 1
David M. Robinette. Director of Public Works
Town of Taylorsvilic
204 Main Avenue Drive
Tavlorsville. NC 2861
Subject: Permit Teo. WQ0006906
Town of Taylorsville Residuals Land Application Program.
Non-Dedicated Land Application of Residual Solids (603 )
Dear Mr. Robinette:
Builders on May 23. 2011. and subsequent additional information received by the Technical Assistance
and Certification unit on June 23, 2011. we are forwarding herewith Permit No. NAIQ0006906, dated July
program. Please note that Field NC- AL -08 -03 is being removed from the permit, lowering the available
application area from 62.5 to 61.4 available acres.
=- trrisii: sup :: LnC 1SOm :fie UULZ 01 issuance until June JU. 'L110. snail vole rermtt 1`0.
V1'Q0006906 issued October 3. 2002, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A and B for
they may differ from the previous permit issuance. Failure to estabiish an adequate system for collecting
and rnaintaining the required operational information shall result in future compliance problems.
: 1SC note Mat on JCpic=Dcr 1. _UU0. NCTtri l.arolina AcImillistrativC lode line ;:,A
Subchapter 02T — Waste not Discharged to Surface Waiers was adopted. Accordingly; this permit
incorporates the requirements of these rules. therefore. please take the time to review this permit
thoroughly. The following conditions have been added. modified or deleted from those in tlt: isst pe nta
issuance
Condition I.I. — Reouires the timely submission of detailed site maps
:- Condition 1.2. — Requires the timely submission of permit renewal forms
Condition 1.3. — Requires notifying the Regional Office prior to land application
�,onaitton 1.4. — ,Keauires tue timely implementation of public access controis
Condition II. 1, —Requires the program to be effectively maintained and operated
. � 1 }ai wn^.� _e ^ +.�• =;a :gin• I:c'.r :.3'�'r�e . -�
ko.•v-►^ie tiE ?yG:
=err..:- ".:,;•„�. .=r,i.- £S: `'S -:.�i� =:,:.5'.f•`�3 -s:,tf :usi,�e•b�rvc_ .._. _,�' )*t: _.

Mr. David M. R0b;;ne :.:1
Ju1v 6. 2011
Page 2 of 2
-a ap a,ia= 1 a :cord anc: ,'!:. I:ea_irzic Ylt`d E•._=_._.
Condition 11.11. — L•nposes a reduction of nitrogen application rates
➢ Condition R.13. - Imposes application restrictions based on the Sodium Adsorption Ra.: .
Condition IIL: . — imposes bull; apoilicatior.. re.trlctioniz
r uonartion iii. i i. — Aaaresses controls on public access
• Condidon 111.1- . — --6Ltidresses volumes of other nutrient sources applied to the fields
Condition. It'.. — Lists ana!vses w be performed on residuais
k.AnUltion 1 v.4. — naoresses requirements watt pathogens ano vector artraction reauction
f Condition IV. - = A1-;*:- °55-: recordir. reni:irements for residua' awrli.G :i_ ever:_
/' L.UUULUUa 11 .Y. — r LLLaubSGb UlC buUililbblull Ui du dwltau mpul'l'Ull WC ping uu
Condition TV.10. — Addresses noncompliance notification
t,on(unon v. i . — xequires aoequate inspection ano maintenance or tae racutties
Condition V1.7. - _LJk)%vs the envision Director permit revocatior or unilateral, modification
y uonartion vi.b. — Pronions expansion or tae program unaer eertam circumstances
If any pars. requirements or limitations contained in this permit are unacceptabie, the Pemliuee
nas the ngnt to request an aaiumcatory nearing upon written request wimm -'u asys rouowm= receipt or
this permit. This request shall be in the form of a written petition. conforming to Chapter ISOB of the
North Carolina General Statutes; and filed with the Office of Administrative Hearings at 6714 Mail
Service Center. Raleigh, NC 27699 -6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter. please contact David Goodrich at (919)
15 -6162 or d2 \°id.2oodri&dmcdenr.gov.
sincere i o .
uounty Beata Department
Mooresville Regional Office. Acuifer Protection Section
Zach Key. Soutnelm Sol] Builders. Inc., 955 Hoots Road. Roaring River. NC 25669
1 ecnntcat Assistance ana Lentrication Unit
Permit File W00006906
Noiebooh Pile WQ0006906

"ORTH C.AROLINA
COMMISSION
DEPARTnfENT OF E" MONMENTT AND ?� a TUR-AL RESOURCES
x.31..1r1GH
L -A,- D APPLICATION Of CL.k.SS B RLS1DL:_�i_ SOLIDS PERMIT (NON- DEDICATED)
I n a ccordance w i'd-, the pro'.. C. ..=n: -.: -- . -_. Gcne -a, Statu,eF of'\onb C.arolilIa as
anienaea. ano oiner, arpncaale Laws. Kules. and Kea-ulatlons
PL'R.'•141SSIC7N IC HEREB)' vR.. -LN ED TO
i own of 1 avlorsvnie
Al °band. -, t`ourlty
rvn I rm
........�"4: operant 'n _. a rMOU&.S management proggam for h, Town n cf Tpylorsville and zonsistin7_ of
.- .. �f rn_
approvea sites astea to Anac=eni is witty no arsenarge of wastes to surrace waters, pursuant to inr
application received May 23, 2011, and subsequent additional information received by the Division of
WaFe Quaht\. and In conkirmhN w'it.h othcz supporting, Gate subsequ,— ill' filed and approved lit ;:lc
Jeoartmew of Environment and Natural Resources and considered a part of this permit. The use and
disposal of residuals are regulated under Title 40 Code of Federal Regulations Part 503. This permit does
nn: exempt -ii_- PerJnittee from coni,a ing with the federal regulalions.
This permit shall be effective from the date of issuance until June 30, 2016, shall void Permit No.
�N700006906 issued October ?. 1-003 and shall be subicct to the following specified conditions and
iiinitatioas.
SCHEDULES
w ittun bU days of permit issuance, the Permittee shall submit two original copies of an updated site
map for each of the three sites with a scale no greater than 1 -inch equals 100 feet: however. special
provisions may h: strained upon print approval for Iarge properties. At a minimum. tLe neap seal:
Include the following lntorination:
a. The location of property boundaries within 500 feet of the disposal areas.
b. The location of comphance and r.vleu boundarics.
e. i ne aate the map is prepared anci/or revised.
ill: map and any supporting docuni, :ntation sliali b.- s°ra, w the Division of V, ate: (wail -N, .� 'Adel
rrotecuon Jection, to -ig lviall Jervice center. Kalel£n. lVi ? lbYy -1bi0.
�. �o- later than six months pr3C'r lb rile e) :l?li2ilon C +: ll:tF pe iltlt. rile Peri113T. :t Sl]a11 I'equeS1 reilev. a; C7f
r111J PCI11111 UIl ULIIUIGI 1JIViS1UI1 10111.1s. upon receipt of the request, Me uitnslon wttl review Inc
adequacy of the facilities described therein. and if warranted. will renew- the permit for such period of
t ;av_- and und.' such cond :tJCnS alld liMitaliO115 aS :t n;a.. def'jr. approp —lal_. Pl:— se npie Rule
?CAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
uonlication.

s
3. The permittee shall be in full compliance with the regional office notification requirements
estabiishec in Condition. IIL3. �, ithin l 80 days of hermit issuance.
4. Within 180 days of permit issuance, the Permittee shall implement the putmc access controls
specified under Permit Condition I11.13.
II. PERFORMANCE STANDARDS
I. The subject residuals management program shall t)e errectivety maintainea ana operateu at aii trines
so there is no discharge to surface waters, nor any contravention of groundwater or surface water
standards. in the event the facilities fzil to perform satisfactorily, including the creation o` nuisance
conditions due to improper operation and maintenance, the vermittee saau tmmeatatei) cease mau
applying residuals to the site. contact the Mooresville regional office's Aquifer Protection Section
supervisor, and take any invnedizte corrective actions.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this residuals management program.
3. Only residuals generated by the facilities listed in Attachment A are approved for land appncation in
accordance with this hermit.
4. Only the sites listed in Attachment Bare approved for residuals land application.
:. Pollutant concentrations in residuals applied to land application sites hsted in Attachment B shall not
exceed the following Ceiling Concentrations (i.e., dry weight basis) or Cumulative Pollutant
Loading Rates (CPLRs):
Ceiling Concentration I CPLR
i Parameter (milli Tanis pet- I,;lo 7wm) (pounds per acre)
Arsenic 36
1
Cadmium 85 i 34 I
Copper I, 4.300 1.338
Lead , 940 1 '_'67
i Mercury l 57 ( 1
1\,olybdenurr n %a
' Nickel 420 i 374 �
Selenium 100 89
j Zinc 7,500 ^.495
The Permittee shall determine compliance with the CPLRs using one of the following methods.
a. By calculating the existing cumulative level of pollutants using actual analytical data from all
historical land application events of residuals, or
b. For. la— ,C R'hrr.` residuals prr.'.1,3t1on �-svz 7 ; ?; �^ _ 'aa or for ,.rich .t.e re-7.iired datF is
incomplete, by determining background concentrations through representative soil sampiing,
6. Residuals that are land appiied shall meet Class B pathogen reduction requ .-rem:nits in I 5 NCAC
021T.] 106 (a) and (c). Exceptions to this requirement shall be specified in Attachment A.

7. Biological residuais I:.e. -:::___:_ Ztne-aied during the treatment of domestic or animal processing
�,,•actett•?t ', nr the .... .- -- - _ •.._��t ^. °.1 `.l'�c�e �� °.. it!^_"" :tea _.. .A_t F.:!1P -zr: .A,I
that are land applied spa:: a : :3e vector attraction reduction alternatives in 15A NCAC 02T
.1107(a). F_.xcentions ?n all be specified in Attachment A.
b. Setbacks for land appiica -,Zz ;..__ _ ._: °e a 5 ioiiows:
Setback by application type
I i (feet)
Setback Description 1 %ehicular ' Irri -ation '
Surface Surface lniection - I
� !
Application Application
j Incorporation j
Habrable residence or place
U, separate ownership o- ao ::.. _ ... ti..�r.�d as
40^1
400'
2001
pan of the proieci site
i Property lines I
�G
i �U
50
Public right of way J
50
50
1 50
Private or public water supply, waters classified as
i
SA or SB. or any Class I or Class 11 impounded
100
1 100
' 100
r esen-oi- used as a source of drinlcinu water !
I
1 J
Surface waters 1 st; eams - intermittent and perennial. I I i
-perennial waterbodies. and wetlands). any streams
classified as 'WS or B. or any other stream, canal. 100 l 100 j 50 j
marsh. or coastal waters or any other lake or
impoundment
L psiope interceptor drains and upslope surface water 10 10
10 i
civet -lolls
Dcr.vnslope interceptor drains. downslope surface
11-atz- diversions. downslope groundwater drainage 25 25 j '_5
Systems. or downslope surface drainaee ditches J
'This setback distance may be reduced to a minimum of 100 feet upon written consent of the owner
and approval from the Aquifer Protection. Section of the appropriate Divison's regional office i::
9. Land application areas small be clearly marked on each site prior to and during any residuals
" ~a- n e.
1 u. tium residuais ano other sources of Ylant Available Nitrogen (PA-N) shall not be applied in
exceedance of agronomic rates. unless authorized by the Division. Appropriate agronomic rates shall
7: caicu.ated usi:ig -Xpected ni:roger. requirements bzsc; or, the deie.-mi;ied Reai.suc : ie, c
Expectations (RYE) using any ofthe following methods:
a. D; vision's pre-an roved site specific historical dai2 ?or srecilic crop or soil _vnz!� by calculatene,
the mean oI the oest tnree ylews oI the last Ilve consecuuVe crop harvests for each held.
b. 'north Carolina Historical Data for specific crop and soi; tunes as provided by 'worth Carolina
State university Department of Soil Science ( http:.,%A -m-u.soil.nesu.edu,nro_Tamsimmn vieids1. A
C0111' Sin ?P be keot on 5le znd renrli.nied e \ ';r_,' live years in acz- ordance w:st1 Conditior IV.
c. If the RYE cannot be determined using methods (a) or (b) above, the Permittee may use the RYE
and appT-onniai: nutrlt"i: application rail-F reported in Ent' 101,1011'tnfl i7O_LI!1 C-M. :
t-rop management plan as outlined by the local Cooperative Extension Office. the North
t,•Q0006W Version S.0 Shell Version WE. it- usL: 3 of i_

Carolina Department of Agriculture and Consumer Services, the Natural Resource
Conservation Scrvi e. or oche- agronomss..
ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance
Document: Chapter i ltllll'' 'i' \\' \�..tili 51�1I:.I' .Uti•'i>C`� �'i1{r�G ru1CS(lll: ai}� 1717if1.
iii. Certified Nutrient Management I'lan as outlmea by the Natural nesourcvs t- onsen'anor.
Services (MRCS). These plats must meet the USDA -MRCS 590 Nutrient Management
Standards (rtt fit,- i�,:c.�o� .user ._t ci\ .1�H(j t� °sctice- sta.la::i'a5.
d. if the RYE and appropnate nutrient application rates cannot be determined, the Ve=ttee shall
contact the Division to determine necessary action.
11. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced b\_
25 %' in accordance with the USDA -NTRCS C90 Nutrient lk4anaeement Standards.
12. if land application sites are to be over- seedea or double - cropped (e.g., oermuaa grass in the summer
and rye grass in the winter with both crops to receive residuals), then the second crop can receive an
1.2:10 crP.L'` at rate I of to exceed 50 pounds per a--,-e per year (lus a:: \7). Thi pra.;lce laic\
be allowed as long as the second crop is to be harvested or grazed. If the second crop is to be planted
:or erosion control only and is to be tilled into the sot then no additional P .�-N shzIl be armhed.
13. Prior to land application of residuals containing a sodium adsorption ratio (SAK) of 1 U or lusher, the
Permittee shall obtain and implement recommendations from at least one of the following: the local
Cooperative Extension Offic , the Dcpariment of Agriculture and Cons::: ier Seri ices: the Na,ural
Resource Conservation Service; a North Carolina Licensed Soil Scientist: or an agronomist. The
recommendations shall address the sodium application rate. soil amendments (e.g.. gypsum. etc.). or a
mechanism for maiintaining site integni:3 and conditions conducive w crop gro\x ^h. The Perininee
shall maintain written records of these recommendations and details of their implementation.
i"l. The compliance boundary residuai land application sites shall be specified in accordance wi.h 13A
NCAC 02L .0107(b). These sites were individually permined on or after December 30, 1983.
:ief.-iL';c..he jJila:. bc-unClan, i5 at e::ne. fee: _rot: t`:: %sidua! 12n: applicator,
area, or 50 feet within the property boundary, whichever is closest to the residual land application
area. An erceedance of groundwater standards at or beyond the compliance boundan, is subiect to
reniediation action actor i'g to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in
accordance with North Carolina General Statute 143- 215.6A through 143- 215.6C. Any approved
reiocstion of the OMP? LkNCE BOUNDARY will be noted in Attachment B.
16. In accordance with 1 D NCAU U1L .UIUa. the review bounaarT snarl be esmionsne.a midway oetwm —i,
the compliance boundary and the residual land application area. Any exceedance of groundwater
standards at the boundary shall require action m aceorcanct w'itli i 5A NC.-W 02L .0 106
TTL OPERATION .4N-D MA1N7TFN.AN'Cr REOL'TRENTENTS
The residuals management program snail oe properiy maintained and operawu' ai air umea. i ne
program shall be effectively maintained and operated as a non - discharge system to prevent any
contravention of surface \v aier or Rround\vater stancgrd�..
The Mooresville Regional Office. telephone number ( /04) 00: -1byy, and the appropriate local
2ovemment official ("i.e.. count' manager, city manager, or health director) shall be notified at least
43 hours prior to the initial residuals land application event to any ne\\ ialic application sate.
Notification to the Aquifer Protection Section's regional supervisor shall be made from 8:00 a.m.
u ,il 5 :0':l p.m. or. Monday through Frida1. excludir.c State Holidays.,
uWOOOOeNk- i e.,san r- Silell ve sk "r• : N 1 i r Ta`ca i c-{ l:

? T!�e RRnnrac�'iile R,rnirn -.. —6fied vi.n er:ta;: ne. (7nj1 661 - 1(.00. a! leas! ?A
hours prior to conducting application activity. Such notification shall indicate. at a
minimum. the anticipates ar ^'.!-s-: -- field IDs. and location of land application activities. If it
becoines necessan, to apY:_. .:_ _ieids due to unioreseeii '3vents. the Regional Office sisal: lie
notified prior to commencing -tee app :cation to those fields.
The Permittee shall niatii:a'n a_ _- ':' =L Operation and Maintenance Plan (0&M Plan.) pursliaiit -C.
15A NCAC 02T .1110. Moc fi.a: ,n_ :c, the 0&:M Plan shall be approved by the Division prior to
uti :ization of the ne11 plat:. T_. _ : _ _ _. a: t e nuaimum. sha�I seclude
a) Operational functions.
b) ' Mairtenance sc'tiedt i
e) Safety measures:
d) Spill response pian:
ct inspection pian including the ioiiowing inrormatton.
i. Names and titles of personnel responsible for conducting the inspections:
ii. Frequency an6 location of inspections, im�lud;iti; 1h0s€' it ". condul;- `' r'• the v).l, c1;C
Procedures to assure that the selected location(s) and inspection frequency are representative
of the residuals management program:
::.. De:..iled aescrxxion L +_ iis_ ection procedures inc :udms! 'e=0 KC.'DInn and actions to be
taken by the inspector in the event that noncompliance is observed pursuant to the
noncompliance notification requirements under the monitoring and reporting section of the
f) Sampling and monitoring plan including the following information:
:. names and titles of personnel responsible for conducting the sampling and monitoring:
i�e,aiied desc:ip ;io^ of monitonng procedures including parameters to be monitored:
iii. Sampling frequency and procedures to assure that representative samples are being collected.
Fluctuation in temperature, flow. and other operating conditions can affect the duality of the
residuals gathered durum= a panicular sampling event. The sampling plan shall accouni Ior
any foreseen fluctuations in residuals quality and indicate the most limiting times for
residuals to meet pathogen and vector attraction reduction requirements (e.g. facilities that
iaud apply multiple times pet year but have un atlnuai sampling irequency. may need to
sample during winter months when pathogen reduction is most likely to be negatively
affected h;• cold temperarares ).
Upon the Water Pollution Control System Operators Certification Commission's MIPCSOCC)
classification of the facility'. the Perminee shall designate and employ a certified operator in
•'esponsib;e C.—ja7'C (ORC, an. ont or mo)'e c:enined ope:alors as hack -up ORCs in accordance "kh
15A NCAC 086 .U201. The ORC or their back -up shall visit the facilities in accordance with 15A
NCAC 08G. 0204, or as specified in the most recently approved O&NI plan (i.e.. see Condition
II1. i. and shall cempiy with all other conditions o " :5A. 'NCAC 08G. 0204. For more infolnia :i.� ::
regarding classification and designation requirements, please contact the Division of Water Quality's
- -c1mica1 Ass;s;ance & i. cilii cation T- n:t a! (41 4) '­00'16
6. When the Petmittee land apply bulk residuals, a copy of this permit and a copy of O&M Plan shall be
Iraintained at the land application sites durtr :g land application activities.
When the Permittee transport or land apply bulk residuals. the spill control provisions shall be
-n all residual-z transpor, amC application yehicies.
8. Residuals shall not be stored at any land application site, unless wntien approval has been requested
au4 rzceiy ed front the Din

>e
9. When land applying bull: residuals, adequate measures shall tie taken to prevent -"-ma erosion anc.
surface runoff from conveying residuals from the land application sites onto adjacent properties or
into surface waters.
10. A suitable vesetative cover shall be maintained on land application sites onto which residuals are
applied in accordance with the crop management plan outlined by the local Cooperative Extension
nfrcA tt,n Dt!r ., ent „f a_*nic-olt„re P. C-nsimier Services. the )Natural Resource Conservation
Service, or an agronomist and as approved by the Division.
'L . Bulk residuals shalt not be land applied under the foliowing conditions:
a. If the residuals are likely to adversely affect a threatened or endangered species listed under
section 4 of the Endangered Species Act or its desiRuated c- itica! habita,:
b. If the application causes prolonged nuisance conditions;
Ir tine lard faiis to assimilate the b;A residuals or t:,e applicatior. causes the con raventior of
surface water or zroundwater standards:
d. If the land is flooded_ frozen or snow- covered. or is otherwise in a condition such that runoff L,
the residuals would occur:
e. Within the 100 -year flood elevation. unless the bulk residuals are injected or incorporated within
a 24 -hour period following a residuals land application event:
f. During a measurable precipitation event (i.e., greater than 0.01 inch per hoar), or Avithin 24 hours
following a rainfall event of 0.5 inches or greater in a 24 -hou7 period;
If the slope is greater than 10% for surface applied liquid residuals. or if the slope is greater than
18% for iniected or incorporated bulk liquid residuals:
h. If the soil pH is not maintained at 6.0 or greater, unless surricient amounts of lime are applied to
achieve a final soil pH of at least 6.0. or if an agronomist provides information indicating that the
PH Cf ill.', soil. rCsiZuals and lime ad, %mre Is suitabl: for the spcctlled crop. Vin-, apxc ed
variations to the acceptable soil pH (6.0) will be noted in Attachment B;
i. if the !and does not have an established vegetative cover unless the residuals are incoroorated or
injected within a 24 -hour period following a residuals land application event;
i. If the vertical separation between the scasona! high .vater table and the depth of residuals
application is less than one foot;
h. Lf the vertk:ai separation of bedrock and the depth oT residuals apr..tication is less than one fo .
1. Application exceeds agronomic rates.
i'. The folio A rg public access restrictions arpl� to residua! land application sires
a. Public access to public contact sites (e.g.. golf courses. parks. ball fields. etc.) shall be restricted
for 365 days after a residuals land appbcation event.
b. Public access to non - public contact sites shall be restricted for 30 days after a residuals land
application event.
13. Public access controls shall include the posting of signs with a minimum area of 3 square feet (e.a_
1.i' x 2A Each sien shall indicate the activities conducted at each site. permit number. and name and
contact information including the Permittee or ahp;icamr's .eiephune nuniber. Sizns s:-all be posted
in a clearly -%isible and conspicuous manner at the entrance to each land application site dung a land
application event. and for as long as the public access restrictions required under Permit Condition
apple.
15 1 }��[I�1FC�fjF, Versua...t Si'. ell \ °rsict'. I a L,C r _ .

14. The following harvesting and grazin; restrictions apply to residual land application sites alter each
land application event:
Harvesting and Grazing Description Restricted
I ; Duration
Animals shall not be allowed to graze durinu land application acfivities and
I
restricted period. Sites that are to be used for Urazinh shall have fencinL, to 30 days
{ prevent access after each land application event. I I
r- -
Food crops. feed crops and fiber crops shall not be harvested for: i 30 days
I Turf grown on land where residuals have been applied shall not be harvested for: 12 months I
Food crops with harvested parts that touch the residual,soil mixture and are !
totalhv above the land surface (e.g.. tobacco. melons, cucumbers. squash etc.) ( 14 months
shall not be harvested for.
a
When the residuals remain on the land surface for four months or longer prior to
1 incorporation into the soil, food crops with harvested pans below the land +I 1-0 months
surface (e.g.. root crops such as potatoes. carrots, radishes. etc.) shall not be
harvested for:
NXIen the residuals remain on the land surface for less than four months prior to
incorporation into the soil. food crops with harvested parts below the laird 3S months
surface shall not be harvested for:
15. The Permittee shall acquire from each landowner or lessee, operator a statement detailing the volume
of other nutrient sources (i.e.. manufactured fertilizers. manures. or other animal Waste products) that
have been applied to the site, and copy of the rtos; recent-, Nutrient '4anagerneni Plan (NIAP; for
those operations where a NMP is required by the US Department of Agriculture - National Resources
Conservation Service (MRCS) or other State Agencies. The Permittee shall calculate allowable
:�:It loadlna rates based on the provide6 :n ornlation and use appropriate r--ductlons.
For the purpose of this permit condition, a Crop Management Plan (CMP), Waste Utilization Plan
("A'UP) or Certified Nutrient Management Plan (CNrh4P) shalt also be considered a Nutrient
Aianz ^_enter,[ P:ar:.
it). No residuals shall be land applied unless the submitted Land Owner Agreement Attachment (LOAA)
between the Permittee and landowners or lessees operators of the land application site is in full force
end effect. These a= eemems she',' be conside: -cd - xpined concurrent with the p.—nri t exvi rz-ion Cate.
and shall be renewed during the permit renewal process.
IV. AIOI\'ITORLI'G AND REPORTnG REQUTRENIEN7S
.n� Division required monitor- :-g tinc:ucim- groundwzter. ;giant tissue, soil and suniace ivater
analyses) necessary to ensure groundNvater and surface water protection shall be established, and an
zccet ;abie sanlpie repon.411L sciledulr shhal: be follo«ed.
�. Residuals shall be anahzed to demonstrate they are non - hazardous under the Resource Conservation
and Recover .Act (RCRA). T-he analyses Icorrosivih•. ignitabilitr. reactivity. and toxicity
ehsraeteristic leaching procedure (TCLP)j shall be periorn,ed at the frequency specified ut
Attachment A. and the Perminee shall maintain these results for a minimum of five years. Ary
exceptions from the requirements in this condmuu shall be specified in Attachment A.

ATUAC.HNIEN'1' A - Approved Residual Sources
Town u4'1'aylorsville
Residuals Source - Generating Facility
Certification Date. July 6, 2011
Permit Number: WQ0006906 Version: 3.0
Maxinturrt hlonilorht� Rlouitorin);
Permit liiolugical Frequency for lhequency fur
t)wner facility Name County Number Residuals 1)ry'1'uns
Per Year r Nun- huzarnlaus Rle(als and
C'h:u•actcristicsZ Nulricnts'•5
Town orfaylorsville Towil orrayiorwviuc WW I•I' Alexander NCU1)26271 Yes 150.00
Total 1511.011
Maximum Dry Tons per Year is the anuanit of residuals product approved lirr distribution (loam tare permitied lbuility.
Annually _ I r Annmrlly
Moltllorbig
1'ret1twilcy for
I'alllogell &
Vcctor Attrncllon
Rcduclions
4.5
Attutrdly
1 Aonlysm to diamlrrtsirate that residuals are non - hazardous (i.e., TCLI', ignilability, reactivity, and coirosivity) us stipulated under permit Coudilion IV.2.
c
3. 'Testing of metals and nutrients as stipulated under permit C:onditim IV-3-
Approved
R9 ill eralizalion
Rate
�r U.311 - —
4. Analyses of palhogeo aid vmtor attraction rlxluctiuus:n stiipulatrd under permit C'omdilion IVA Numil application indiaded that lime slobilization will kw perlirrruexl to urtxct patlu+l:co redtrcrion
requirements turd that alkaline slabilintlioa will lee perlimmd to melt vector attraction reductions. I lowever, olhcr melbods listed under 15A NC'AC ON' .1 106(6) and .1 107(a) cam also he used to
dcnronslritic conrpliuncr Willi this pennit iequircomit.
5. hlolldornlg (retplultele$ arC batted on the acitkd dry I/ais uppltcll per par unirig the lable below, unless specified above.
l)ry'1'uus (wileraled - -�' Monitoring Ircqul•licy
—Mort lolls pCrj•cur in 40 CFK 5113 and 15A NCAC 027• .l1(1Z
_ -319 _ I /Yeau -- —
k / C�utulcr
>1,050 - - 16.500 _ 1 /6U Days (6 times Ila year)
I hummith (12 times per —
If no land application events occur during a required sampling period (e.g. no laud application occur during an entire year when wutmal monitoring is
required), then no sampling data is required during (lie period of inactivity. 7'lte annual report shall include an explanation for missing sampling data.
Thuse required to submit file annual report to EPA may be required to stake up the missed sauy)ling, contact the FIIA for additional information and
Clarification.
Huge 1 of l

A 1"I'ACIMIENT 111—Approved Land Applicalimp Silts
11wif 4)(TAVIOrsville
Permil Niombr#: W4.10006MI(w Version: 3.0
own"
I knee
Cuanty
Alexander
Alcmimicr
Alexandcr
1,811111114
15"521 7
;45 "S2` {4
.15032*17
NC-Al.-OH411
Itcoolknir, Owen
CcD2 • Cecil Smxly Clay Livarn
NC-Al 4)8412
lembour. Owen
14C-AIAX414
ifIdlfiW CIM111111-
Iceolutur. Owen
Ale-vender
Total
Permil Niombr#: W4.10006MI(w Version: 3.0
f
Pip, I at I
•
Im"Rifulle
X1,1415,%ir,
Net
�Acreage
20.70
Dominant Soil Serl"
CcB2 — Cecil Snouly Clay 1.4mon
20,60
10,111
CcD2 • Cecil Smxly Clay Livarn
Cc112 — Cecil qarmly Cloy I.Asurve
SIAII
f
Pip, I at I
•