NC0026271_Renewal (Application)_20140922 (2)

��
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
Dear Mr. Odom:
John E. Skvada, 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 [phone].
Sincerely,
1nl re w-rkt4(fo1rol,
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.newater.oro
An Equal OpportunityWffirmative Action Employer

Town of TaylorsviUe
"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 [phone], or Benjie Thomas, PE of West
Consultants, PLLC at [phone]with any questions.
Thank you
Davi Odom, Town Manager
RECEIVED/DENR/DWR
SEP 222014
Peter Quality
n9 Section
The Town of Taylorsvi k does not discriminate on the basis of race, coior, national origin,
scr, religion, age or disability in anploymenr or the provision of services.

FACILITY NAME AND PERMIT NUMBER:
-own of Taylorsville WWTP NCO026271
BASIC APPLICATION INFORMATION
Form Approved 1/1449
OMB Number 2000-0086
I PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS: I
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 [phone]
Facility Address
(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 RECEIVED/DENRIDWR
Title SEF 2.7 2014
Telephone number
Water Quality
Is the applicant the owner or operator (or both) of the treatment works? Permitting SeCtiOn
V( owner V( operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
facility 1/1 applicant
A.B. 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 PSD
UIC
RCRA
Other Land Application -W00006906
Other
A.4. 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 Ownerehip
UPr
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:
'own of Taylorsville WWfP NCO026271
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
Form Approved 1/14199
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.S. 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 dairy 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 Ano Last Year This Year
b. Annual average daily flow rate 0.37 0.42 0.43 mgd
c. Maximum dally 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:
1. Discharges of treated effluent
H. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
v. Other
1
No
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 ✓ No
If yes, provide the following for each surface imooundment:
Location:
Annual average daily volume discharged to surface Impoundment(s) mgd
Is discharge continuous or intermittent?
c. Does the treatment works land -apply treated wastewater? Yes ✓ No
If yes, provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site: Mgd
Is land application continuous or Intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? Yes ✓ No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22. Page 3 of 21

FACILITY NAME AND PERMIT NUMBER:
-own of Taylorsville WWTP NCO026271
Form Approved 1/1"0
OMS Number 2040.0088
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.S.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 1114M
OMB Number 2040-OOW
WASTEWATER DISCHARGES:
If you answered "yes" to question A.B^ 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.&, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd
A.B. Description of Outfall.
a. Outfall number 001 Along Stirewalt Creek
b. Location Taylorsville
28681
(City or town, if applicable)
(Zip Code)
Allexander
3952-02- County)
state)
81 11' 44"
(Latitude)
(Longitude)
c. Distance from shore Of applicable)
It.
d. Depth below surface (if applicable)
R
e. Average daily flow rate
0.43 mgd
L Does s 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:
g. Is outfall equipped with a diffuser?
A.10. Description of Receiving Waters.
Yes V/
Yes V/
a. Name of receiving water Lower Little River Index Number 11-69-(0.5)
No (go to A.9.g.)
mgd
No
b. Name of watershed Of known) Stirewalt Creek -Lower Little River HUC 030501011003
United States Soll 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 recehring stream (If applicable):
acute ds chronic
e. Total hardness of receiving stream at critical low flow (if applicable): _
da
mg/l of CaCO3
EPA For 3510-2A (Rev. 1-99). Replaces EPA fors 75508 & 7550-22. Page 5 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 111499
Town of Taylorsville WWTP NCO026271
OMB Number 2040.OGW
A.11. Description of Treatment
a. What levels of treatment are provided? Check all that apply.
_( Primary Secondary
Advanced Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD, removal g Design CBOD, removal 94.00 %
Design SS removal 94.00 %
Design P removal %
Design N removal 95.00 %
Other %
c. What We 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? V" Yes No
d. Does the treatment plant have post aeration? Yes i( 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 Pant 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 ons -half years apart
Outfall number: 001
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value Units Number of Samples
H(Minimum)S.U.
6.20
f,.Y
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
C
23.90 C 1149.00
• 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/1 149.00
CBOD-5
DEMAND Report one
FECAL COLIFORM 330.00 #/100 23.66 #/100 149.00
TOTAL SUSPENDED SOLIDS SS 57.30 mg/I 11.97 mg/l 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 111"9
W
Town of Taylorsville W TP NCO026271
OMB Number 2040-00816
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.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
0.58 apd
Briefly explain any steps underway or planned to minimize inflow and Infiltration.
Rehab or replace 18.075 If of of pjpe: complete 30 spot repairs of broken pipe: complete rehab/repair of 10 MH's
CCN 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 114 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. Operadon/Malntenence Performed by Contractor(*).
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.6. 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 1/14098
Town of Taylorville WWTP NCO026271
once Number 2040-ooae
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 l I I I
— Begin discharge
— Attain operational level _/ J / /
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? _Yes _No
Describe briefly:
B.B. 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
ANALYTICAL
ML / MDL
Conc,
Units
Conc.
Units
Number of
Samples
METHOD
CONVENTIONAL AND NONCONVENTIONAL COMPOUNDS.
AMMONIA (as N)
CHLORINE
RESIDUAL, TRC) (TOTAL
0.00
ugn
0.00
ug/l
149.00
DISSOLVED OXYGEN
TOTAL KJELDAHL
NITROGEN KN
4.76
mg/I
1.77
mgl
3.00
SM20450ON-B
0.14m /I
g
NITRATE PLUS NITRITE
NITROGEN
16.40
m9/1
12.33
mg/I
3.00
SM20450ONO3-E
0.1 mg/1
OIL and GREASE
PHOSPHORUS (Total)
3.72
mg/I
2.93
mg/l
3.00
SM20ED450OP-E
0.5 mg/I
TOTAL DISSOLVED
SOLIDS (TDS)
OTHER
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 1/14,99
Town of Taylorsville W WTP NCO026271
OMS Number 2040-ooee
. BASIQ APPLICATION ,INFORMATION _-:
' PAR C. CERTIFICATION
All applicants must complete the, Certification Section. Refer to instructions to determine who Is an officer for the purposes of this certification. Alt
-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 sectiorls;that appily.,to the.fpcility,for which this .a licationJe 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: Blomonitoring Data)
Part F (Industrial User Discharges and RCRAICERCLA 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 property 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 Od94, Town Manager
Signature
Telephone number [phone]
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 Taylorville
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)
00/0
Percent Asian (2010)
1%
Percent Black (2010)
13%
Percent Hispanic (20 10)
6%
Percent White (20 10)
78%
Median Age (20 10)
43.5
Percent 0-17 (2010)
22%
Percent 18-29 (2010)
15%
Percent 30-44 (2010)
15%
Percent 45-64 (2010)
23%
Percent 65 and Older (2010)
250A
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
t,tte,•1l..ni�.r nrritralrvntRr nrn/rlatahankhnwnnrint nhn9T0wn=Tav10rsvi1le 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
04/01/99
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
:)avis 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

WRTER)TEEH LRBStnc.
POST OFFICE BOX 1056 • #5 PINEWOOD PLAZA DR
GRANITE FALLS NORTH CAROLINA 2863F
(828) 3904444
SAMPLE: Taylorsvile, Town of COLLECnONDATE: 10/1/2013
PERMIT A NCO026271 COLLECTION TIME. 08:30
ADDRESS: Town of Taylorsville RECEIVED DATE.' 10/1/2013
204 Main Avenue DrA RECEIVED TIME., 12:30
Taylorsville, NC 28881
REPORTED: 11/7/2013
LOG !D: 1310-003 REPORTED BY: NCrCERTIRED LAB # 50
fl�-( Ji
Tony Gragg, Lab Supervisor
ANALYSIS
ANALYSIS
EFFLUENT
UNITS
DATE
ANALYST
BOD
<2.0
mg&
1012/13
jdg
TSS
4.7
mgll.
1012/13
jrg
NH3
c0.2
miyL
10/2113
jrg
Feel Conform
<t
MOOmL
10/1/13
jrg
Coxkx, *
549
mhos/cm
1017/13
jrg
NO2+NO3
16.4
mglL
10!9!13
jdg
TKN
0.28
m9fL
10110113
jdg
T. Nitrogen
16.68
mglL
10110/13
jdg
T. Phosphorus
2.58
MOIL
10/10/13
jdg
Chloride
53
MWL
10/25/13
lag
Cyanide
c0.005
MOIL
1014113
Copper
0.016
mg/L
1014/13
Zinc
0.170
mglL
1014113
ANALYSIS
INFLUENT
UNITS
DATE
ANALYST
BOD
292
MWL
1012/13
jdg
TSS
308
nwt
1012/13
jrg
LOG !D: 1310-003 REPORTED BY: NCrCERTIRED LAB # 50
fl�-( Ji
Tony Gragg, Lab Supervisor

`-- HRTE TECH LIV 85mr.
POST OFFICE BOX 1056 • 95 PINEW060 PLAZA OR
t
GRANI—E FALLS. NORTH CAROLINA 28630
ANALYSIS
(M) 366.4444
UNITS
SAMPLE: Taylorsvillie, Town of COLLECTION OATS.
4/1/2014
PERMIT #. NCO026271 COLLECTION TIME:
08:30
ADDRESS: Town of Taylorsvilie RECEIVED DATE.,
4/1/2014
204 Main Avenue Drhd
TSS
RECEIVED TIME:
14:30
Taylorsvill% NC 28681
im
REPORTED.,
5/2/2014
LOG ID.• 1404-027 REPORTED BY: NC CERTEFIED LAB # 50
f�k
Tony Grajrg, lab Supervisor
ANALYSIS
ANALYSIS
EFFLUENT
UNITS
DATE
ANALYST
BOD
2.7
HOWL
412114
jdg
TSS
25.0
mgfL
413114
im
NH3
1.38
mgfL
43/14
jrg
Fecal CokfWm
<1
/100mL
41/14
09
Conductivity
412
mhos/cm
4110114
jrg
NO2+NO3
4.80
mg1L
4111114
jdg
TKN
4.76
mgIL
410114
jdg
T. N@rogen
9.36
mgfL
4111/14
jdg
T. Phosphorus
3.72
mg11L
411/14
jdg
Cyawe
<0.005
mgA-
414114
Chloride
55.0
mgfL
4/25114
fag
Copper
0.013
mgfL
44114
zinc
0.205
M91L
44114
ANALYSIS
INFLUENT
UNITS
DATE
ANALYST
BOD
475
MOIL
4/2114
jdg
TSS
233
mg1L
43114
jrg
LOG ID.• 1404-027 REPORTED BY: NC CERTEFIED LAB # 50
f�k
Tony Grajrg, lab Supervisor

�R ( 4
�d R TER TECH L RO lri.. t
- ,~ I "-F:F.E BOX 10-5:-10-5:-• NE- PINEWOOD PLAZA Or,
C,RAm,E FAILS. P1^F'f:iCAROLINA 28631
[phone]
SAMPLE: Taylorsville, Town of COLLECTION DATE: 1/2/2014
PERMIT #: N00026271 COLLECTION TIME.' 08:30
ADDRESS: Town of Taylorsville RECEIVED DATE: 1/212014
204 Main Avenue Drive RECEIVED TIME: 12:10
Taylorsville, NC 28681
REPORTED: 1/16/2014
LOG ID: 1401-011 REPORTED BY: NC CERTIFIED LAB # 50
f�6off
Tony Gragg, Lab Supervisor
ANALYSIS
ANALYSIS
EFFLUENT
UNITS
DATE
ANALYST
BOD
<2.0
mg1L
1/3114
jdg
TSS
6.2
mg1L
1!8114
Irg
NH3
<0.2
m91L
1/3/14
jrg
Fecal Coliform
<1
/100mL
1/2114
jrg
Conductivity
351
urnhos/em
1/6114
Irg
• NO2+NO3
16.0
m91L
1110114
Idg
TKN
0.28
mg1L
1/13114
jdg
T. Nitrogen
16.28
ffv&
1113114
jog
T. Phosphorus
2.51
mg1L
1110114
!69
Cyanide
<0.005
m91L
1/3114
Chloride
55
mg1L
1/3/14
Irg
Copper
0.005
moll
1/3/14
Zinc
0.155
mg1L
1/3/14
ANALYSIS
INFLUENT
UNITS
DATE
ANALYST
BOD
575
mg1L
113114
jdg
TSS
127
M91L
1AW14
jrg
LOG ID: 1401-011 REPORTED BY: NC CERTIFIED LAB # 50
f�6off
Tony Gragg, Lab Supervisor

TOWN OF TAYLORSVILLE NOT TO SCALE
LAND APPLICATION SITE
PERMIT# WQ0006906
5 South Sterling Street
an-cn, NC 28655
USGS TOPOGRAPHIC MAP CONSULV%NnmAc Yorg(828) 433.5661
Fox (628 433-5662
ITEM B.2 NO■ I 1(,.en No. p-0210

LEGEND
- PS
MH
- 12 *CLAY
72 `DIP
—12— ^PVC
-18- *18 RCP
—2FM— - 'FM
TOWN OF TAYLORSVILLE
V1WTP
USGS TOPOGRAPHIC MAP
ITEM B.2
NOT TO SCALE
405 South Sterling Street
J ALV Yorgant Cn, NC 28655
CONSU61/Y\ AUC [phone]
°ax ;828) 433-5662
NC License No, P-0210

TOWN OF TAYLORSVILLE
NPDES NCO026271
ITEM 13.3
6" FORCE MAIN
WWTP SCHEMATIC
- 0.83 MGD
PLANT COMPONENTS
A.
SCREENING (GRxAoER,MEcmANrcAL scREEN,
BAR SCREEN) H.
CLARIFIER NO. 2
0.
RECYCLE PUMPING STATION NO. 1
B.
INFLUENT PUMP STATION
I.
AEROBIC DIGESTER NO. 1
P.
RECYCLE PUMPING STATION NO. 2
C.
GRIT REMOVER
J.
AEROBIC DIGESTER NO. 2
0.
SCUM PUMPING STATION N0. 1
D.
FLOW SPLITTER BOX
K.
AEROBIC DIGESTER NO. 3
R.
SCUM PUMPING STATION NO. 2
E.
AERATION BASIN NO. 1
L.
AEROBIC DIGESTER NO. 4
S.
SLUDGE DECANT' PUMPING STATION
F.
AERATION BASIN NO.2
M.
CHLORINE CONTACT CHAMBER
T.
LIME SLURRY SYSTEM
G.
CLARIFIER NO. 1
N.
DECHLORINATION CHAMBER
U.
200 KW STANDBY GENERATOR
SCHEMATIC DESCRIPTION OF ACTIVATED SLUDGE SYSTEM:
1. INFLUENT DISCHARGES TO HEADWORK SCREENING PROCESS,
2. THEN FLOWS TO INFLUENT PS THAT PUMPS FLOW TO GRIT REMOVAL SYSTEM,
3. THEN FLOW GOES TO SPLITTER BOX THAT DIVIDES FLOW TO THE TWO WWTP TRAINS,
4. FLOW IS DIRECTED TO EXTENDED AERATION, THEN TO CLARIFIER, THEN TO DISINFECTION,
5. FLOW IS CHLORINATED, THEN DECHLORINATED, AND DISCHARGED TO OUTFALL
6. PROCESS INCLUDES RAS & WAS AS SHOWN IN DIAGRAM
7. SLUDGE FROM AEROBIC DIGESTERS (I, J, K, L) IS LAND APPLIED
E
r
3

Permit NC6026271
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCO 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 WWTP
Junction of NCSR 1108 & Minnigan Lane
South of Taylorsville
Alexander County
to receiving 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,11, III and IV
hereof.
This permit shall become effective May 1, 2010.
This permit and authorization to discharge shall expire at midnight March 31, 2013.
Signed this day April 14, 2010.
CoWeen H. Sullins, Director
. Division of Water Quality
Uo By Authority of the Environmental Management Commission

TOWN OF TAYLORSVILLE
WWTP SLUDGE MANAGEMENT PLAN
(LAND APPLICATION STANDARD
OPERATING PROCEDURES)
x0o R S
\*-��4
UN TAX
David O om, 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 (5) 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)(1)]; 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.

C
SPILL CONTROL PLAN- Southern Sol Builders. Inc.
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 some in a landfill.
4. Hush the roadways with water if needed. If the spill occurred on a tillable area, till
the some into the sal and spread time 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 safety possible.)
A. Southern Soii Builders, Inc. Main Office [phone]
B. Taylorsvlie, NC WWTP [phone]
C. NCDENR, Moorsville Regional Office [phone]

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 ti,3
soon as possible, and within 24 hours of the spill, or next working day.
a
7. Spill Prevention. The easiest way to clean a spill is to prevent 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.

f
Wo ter, Carolina Department of, Environment and Natural Resources
Dwion of Water uuakv
Beverly Laves Perdue Coleen H. Sunfns Des Freeman
3overnor Director SeGre"ary
IuhL 6.20 11
David M. Robinette. Director of Public Works
Toms of Taylom Ille
"_04 Main Avenue Dm%-
Ta4lorsville. NC :S681
Subject, Permit No. WQ00069%
Town ofTaylorsvilit Residuals Land Application Program
Non -Dedicated baud Application of Residual Solids (503)
...:....:....- .,;.;...
Dear Mr, Robinette:
...-«� . ..w ,.... u... ....... .. v. r•.........••. ii1 i.w.:ii.C..i.. i riir.. i,iliiiiWii.0 vLiLLun= avu
Builders on May 23, 2011, and subsequent additional information received by the Technical Assistance
and Certification Unit on June 23.2011= we am forwarding herewith Permit No. WQ0006906, dated July
W, 4.V11, lV Use 1VNY VI SR!"1VL3VI"V 1V: L= :V1it(1Lt= V;MMLIVU VX L= ?AUL!,'Ct;L SCEILUIxb
program. Please note that Field NC -AL -OM3 is being removed from the permit, lowering the available
application area from 62.5 to 51.4 available acres.
Uth pCll l luau UC Cl1Ci.'uve IMM We Ulu Oi MUIMGC until JUM JU. *.0 10. Ensu vola Yermrt No.
WQ0006906 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 establish an adequate system for collecting
and maintaining the required operational information shall result in future compliance problems.
.-Us note twat on JCDteMba 1, !UU0, NO= Lmotma Aammastrauve Uode Me 1 .*)A
subchapter 02T — waste not Discharged to Surface Waters was adopted. Accordingly, this permit
incorporates the requirements of these rules. therefore. please take the time to review this permit
dwronghh'. The following c oaditions have been added. modified or deleted from those in the last permit
issuance
Condition 11 — Requires the timely submission of detailed site maps
> Condition U. — Requires the timely submission of permit renewal fmrms
> Condition I.3. — Requires notifying the Regional Office prior to land application
t.onmuon 1.4. — ttecuues the timely mrplemeatattari otpublic access controls
> Condition 11.1. — Requires the program to be effectively maintained and operated
:.3_waEr rn�iEV.tM .5-3"7.. .
::ate . --I 9 C. Romp KV0 CV V �o0t
- 5WYwI ' - =-V4( /R'
N L?fth C&r,-)E 8

Mr. David M. Robineac
July 6. 2011
e
Page 2 of 2
e
CC. 6itio^ E.1:,. - Re quiresbu&* app:icstior-, is accar,+ance with Re a: sac Yitld Lt _
%i'
Condition 113 1. - Impose a reduction of nitrogen application rates
P
Condition 11.13: - Imposes application restrictions based on the Sodium Adsorption Fla.,:
Condition W I . -Imposes bu3k application restrictions
e
t onomon ut.i,�, - Acaresses controis on putruc access
Condijon ILL 15. - Addressees volumes of other nutrient sources atrplied to.the !Melds
r
Condition IE'3. -Lists at&?;•ses to be performed on resid ais
o
�.oamuon t v.4, - Aoaresses requirements wim patmgens ana vector attracuon reauctton
Con ditic m IV.A d; Lrtsses recordits requiremtnts for residue ap l i t:ioa e:• -m- s
/'
1.i91lUltaVil I V.,*.- rjUWL t3 b6M tad"btUtl'"Ubltakso to M1 wuuw ilaptlrl' u UjtjMVVrAUU
Condition TV. I D. - Addresses wneompliance notification
r
1,.orloition v. i. -acequnvs aaequate mspecttot ana maintenance or tw iactuttet
Con tim V1.7. - :Allows the I)Msioa Direetor permit revocation or unilateral modification.
X Condition VIA •-;rwWbtte expansion or the program unae' Certain mmumstances
If any pains. requir encs or limitations contained in this permit ate= unacceptable, the Pmmittm
nas tw ngm to request an a4mumcatory aeamg upon wrtmon request waaim w nays rouowmg receipt or
this pmTait. This request shall be in the form of a written petition. oonfarniing to Chapter 150B of the
North Carolina Genm,4 Statutes, and filed writh. she Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6314. Unless such demands are made, this permit shall be Seal and
binding.
If von need additional information cog this matter, please contact David Goodrich at (919)
7154162 or da'%4d go icht dear go%
Sireartoi3+.
ar :;+leer. T.•x
w; .iexaIItxer county Hewth vepartment
Mooresville Regional Office, :Aquifer Protection Section
Zaeh Key. Southem Sail Builders, Inc., 956 Hoots Road. Roaring River. NC 28.664
l ethnical Assistance anct t,,erancatton Unit
Permit File WQ0006906,
Notebook File'WQ0006906

NORTH CAROLINA
E_NVM0N`^COM113ISSION
DEPARIVE1'T OF EN-vTRONM ENT AIND NATURAL. RESOURCES
` st�1.e.1GH
L42N'D APPLICATION OF CLa1-5 B RESIDUAL SOLIDS PERMIT (NOA-DEDICATED)
In accordance with the provisitins c .=t :. _' Ch_pte: 142, General Statutes of North Camiina as
amenoeo. ane ower appucaole taws. Kutes, and Kegnlattons
PEP,NUSSION 15 HERUYGRAN-17ED TO
1 own of 1 aporsvine
Alexander County
rvx i=
coui.: teed are:ati:+rs o: g r.sidurds management program for the Tones of Tayior.-viile and :oasisttng of
-� lar -1 ., Sf CL -Sr ? reS4 UES 9--jer8ted. the fly 'c ,'e r2:«?:i-i .:S:ems ... 1:: LC Llvu A u• -be
approvea srtes ustea m Attachment is wim no aiscnarge of wastes to sunace waters, pursuant to m:
application received May 23, 2011, and subsequent additional information received by the Division of
Water Quahty, and in conformity vn ith other supporting data subsequently filed and approved b}• the
ue=tment os knvoonment and Natural Resources and considered a part of this permit. The use and
disposal of residuals are regulated under Title 40 Cods of Federal Regulations Part 503. This permit does
no: ex=;r aid Permittee from comp4nng with the federal regulations.
This permit shall be effective from the date of issuance until hue 30, 2016, shall void Permit No.
WQ ", issued October 3. 2002 and shall be subject to -the following speci5ed conditions and
limitations:
L. Within 6U days ot• permit isstunce, the Permittee shall submit two original copies of an updated site
map for each of the throe sites with a scale no greater than I -inch equals 100 feet; however, special
provisions may be gwied upon prior approval for large properties, At a winimum, the map shall
mclude the following mformauon:
a. The location of property boundaries within 300 feet of the disposal areas.
b. The location of compliance and revieu- boundaries.
c. Inc date the map is prepared amor revised.
The map and an}, supporting documentation shall be sent to the Division of Rater Quality, Aquifer
rrotecaon acatoa,1030 tviau wide center, xaretgn. rat 10YY-1 taco.
. ?+ia Tater than sin: months prior to the expiration of this peretit, tae Permittee shall request renew a! of
nue parmu vu uuitwu vivrswu turms. vpun receipt o1 the request, the invlsron w1u review the
adealttacy of the facilities described therein, and if warranted. will renew the permit for such period of
time and under such conditions and litititatioris as < tna} de:mm appropriate. Please note Rule 125A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
Qr1!K� o�►t~ Version s r. 5heli is erst-,,r :'.F1: iF Fag. t 0.8f:-,

1
3. The permittee shall be in full compliance with the regional office notification requirements
established in Condition M.3. within I80 days of permit issuance.
4. within 180 days of permit issuance, the Permittee shall implement tae puouc access Oontrois
specified under Permit Condition M.13.
I. The subject residuals management program shalt oe etrecumy mawtamea and operated at au tunes
so there is no discharge to surface waters, nor any contravention of groundwater or surface water
standards. In. the event the facilities :ail to perform satisfactorily, including the creation of nuisance
conditions due to improper operation and maintenance, the rarmittee snarl unmemacety cease inuu
applying residuals to the site, contact the Mooresville regional office's. Aquifer Protection Section
supen=isor, and tale an), immediate 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 faeiiities listed in Attachment A are approvedtar tans appueauon in
accordance with this permit.
4. Only the sites listed in Attachment B are approved for residuals land application.
5: Pollutant concentrations in residuals applied to land application sites listed in Attachrpent B shall not
exceed the following Ceiling Concentrations (i.e., dry weight basis) or Cumulative Pollutant
Loading Bates (CPLRs):
Parameter
I Ceiling Concentration
(milligrams per kilogram)
I CPLR
(pounds per acre) j
Arsenic
?5
36
Cadmium
85
34
Copper
4.300
1,338
Lead
840
26,7
Mercury
57
j 15
r Molybdenum
' 'S
� n/a
Nicked
42(1
374
Selenium
100
i 89
Zinc
I 7,500
21.498
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 lard where msiduals al+nli.3tion hsre not occ zrrred or for which the required data is
incomplete, by determining background concentrations through representative soil sampling.
6. Residuals that are land applied shall meet Class B pathogen reduction requirements in 15 A NCAC
'02T.1 106 (a) and (c). Exceptions to this requirement shall be specified in Attachment A.
'WQO +J6yC►6 VerFion 3'b ShOl Version 10111 Paut . r.•; i --

7. Biological residuals ti.e.::s:=_s:: ;e: e—_ ted during the treatment of domestic or animal Aessing
n asten•ater. or the big: . _ --_:-M- 7!-- _ .:^,us*^:al and as iderti5ed in At*.ac'nnarr .41
that are land applied seal: a:::ae vector attraction reduction alternatives in 15A NCAC 0217
.1107(a). EXception, TO tr;S re` --:---n= stall be specified in Attachment A.
S. Setbacks for land applieatncz '=as follows:
Setback by application type
(fes)
Setback Description Vehienlar 1 Irviam'nn �
� Surfacei
Surface I
Injection f )
I Application i Application kcorp°on�
Habitable residence or pia: e cr
II
under separate ownership o. nx tc be =l=ine: as
400'
400'
200'
art of the prqJect site
,
Property lines
50
50
50 I
Public right of way
I 50
! 50
j 50
Private or public water supply. vraters classified as
SA or SB. or any Class I or Class II impounded
Too
100
I 100
! reservoir used as a source of water
• Surface waters (streams — intermittent and perennial.
1
perennial waterbodies, and wetlands), any strw=
!
ciassified as R'S or B, or any other stream, canal,
( 100
( 100
i 50 4
marsh, or coastal waters or any other lake or
`
impoundment
I
►
I ;
Upslope interceptor drains and upslope surface water I 18 I 10 I I o 1
diversion$ I I I
Dm-nslope interceptor drains, downslope surface ( I
crater diversions. downslope groundwater drainage I 25 � 25 25
systems. or downslope surface drainage ditches ,
'This setback distance may be reduced to a minimum of 100 feet urn written consent of the owner
and approval from the Aquifer Protection Section of the appropriate Divisor's regional office in
�.cfhispermit.
9. Land application areas shall be clearly marked on each site prior to and during any residuals
application event.
1U. tsullc residuals and other sources of Plant Available Nitrogen (PAN) shall not be applied in
exceedance of agronomic rates, unless authorized by the Division. Appropriate agronomic rates shall
be caicuiated using expected nitrogen requirements based on the determined Realistic Yield
kxpeetau= (KYb) using any of the following methods:
a. Division's pre -approved site spec0c historical data for specific crop or soil tynrs by calculatLng
tae mean or tat oast three yields or tsne last nve consecutive crop harvests tar each bell.
b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina
State University Department of Soil Science (darn:iia�v►w,soil,ncsu.eduA
copy shall be kept on file and reprinted evM- five years in accordance with Condition. W.71.
c. If the RYE cannot be determined using methods (a) or (b) above, the Permittee may use the RYE
and appropriate nutrient application rates reported in Eny of the foliowin_ dnccmmeati:
trop management plan as ouumed by the local Coopemve Extension Ufiice. the North
AV00006yin.' Version -'-.0 Smell Version iill:lt• Pact 3 of 1

Carolina artment of Agriculture and Consumer Services, s
Dep gri ces, the natural Resotirte
Consenvtion Senrice. or other agronomist.
ii. Waste Utilization Plan as outlined by the Senate Bill I217 Interagency Group - Guidance
Document: Chapter 1 docs.htn:l).
iii. Certi$ed Nutrient Management Pian as outtmed by the Naturat xesources t_onsenamcm
Services (MRCS). These plarAs must meet the USDA -MRCS 590 Nutrient Management
Standards (ft:,1ftt)-fc,sc.e o%•.usda,Uoti�.'NHO.-D;actice-standards. standards 50+I.Ddf►.
d. If the RYE and appropriate nutrient application rates cannot be aetermuiea, the rermirtee snau
contact the Division to determine necessary action.
11. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced by
25% in accordance with the USD A-R'RCS 590 Nutrient Management Standards. -
12. 11• land application sites are to be over-seedea or couote-croppeo (e.g., oermude grass in the summer
and rye grass in the winter with hg1h crops to receive residuals), then the second crop can receive an
svpacztior o° P.�'� at a rate not to exceed 50 pounds per acre per year Obs.*ac'yr). This practice may
be allowed as long as the second crop is to be harvested or grazed. If the second crop is to be planted
for erosion control only and is to be tilled into the soil, then no additional PAN shall be applied.
13. Prior to land application of residuals containing a sodium adsorption ratio (SAIL) of 1 U or higher, the
Permittee shall obtain and implement recommendations from at least one of the following: the local
Cooperative Extension Office; the Department of Agriculture and Consumer Sen•ices; the Natural
Resource Conservation Service; a North Carolini Licensed Soil Scientist; or an agronomist. The
recommendations shall address the sodium application rate. soil amendments (e.g.. gypsum. etc.), or a
mocnanism for maintaining site integrity and conditions conducive to crop growth. The Permittee
shall maintain written records of these recommendations and details of their implementation.
14. The compliance boundary residual land application sites shall be specified in accordance with 15A
NCAC 02L .0107(b). These sites were individually permitted on or after December 30, 1983;
therefore. :he comp,;iazee bounca*y is established at either:60 fee; from tie residua'. urid appiicaaon
area, or 50 feet within the property boundary, whichever is closest to the residual Ind application
area. An exceedmee of groundwater standards at or beyond the compliance boundary is subject to
remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in
accordance with North Carolina General Statute 143-215.6A througb 143-215,6C. Any approved
rciocation of the COIt4PL1ANCE BOU."\ P.RY will be noted in Attachment B.
15. in accordance with 15A NCAL UZL .UIU5, the review uotmctaary snail be estabiisned nuoway oetweem
the compliance boundary and the residual land application area. Any exceedance of groundwater
standards at the review boundary shall require action in accordance with 1 SA ?ECAC 02L .0I 06.
M. OPERATION A_N'D XkW7'Fl1'kNCE RFOUIREWNTS
1. 'rhe residuals management program snail be properiy maintained and operated at ail times. TUC:
program shall be effectively maintained and operated as a non -discharge system to prevent any
contravention of surface water or groundwater standards.
The Mooresville Regional Unice, telephone number (104) bb.S-itwy, and the appropriate iocai
government official (i.e., county manager, city manager, or health director) shall be notified at least
48 how's prior to the initial residuals land application event to any new iand application site.
Notification to the Aquifer Protection Section's regional supervisor shall be made from 8:00 a.m.
until 5:00 p.m. or Monday through Frday, excluding State Holidays.
w'000069i►u Venior. 2.f Snell Ve: sinn :(•i 11 r Luc- L t.f 1:

I T'he Mooresxille Reeien3. _ _. :+ -__-• ".-!ifred Nie e^tail or!eleghcnte. (700) 66:1-1699, at leas, 2a
hours prior to conducting z::-= application activity. Such notification shall indicate, at a
minimum. tate anticipated arn:: rz::7 :::::es. field IDs. and location of land application activities. If it
becomes necessary to appiy t: s ::::=tea: --eids due to unforeseen events, the Regional Office shall be
notified prior to commencing - : vpiicanon to those fields.
4. The Permittee shall maintair. a::. a:p:= Operation and Maintenance Pian (Ob.%+i Plank pursuant to
I SA NCAC 02T .1 l 10. Modi ca:i, as x the O&M Plan shall be approved by the Division prior to
utilization of the new plat:. Th c:.: P:._., s: tae minimum, sha:i include:
a) Operational funcuons:
b) Maintenance schedules.
c) Safety measures:
di Spin response plan;
e) inspection pian inciuding me foiiowing mrormauou.
i. Names and titles of personnel responsible for conducting the inspections;
ii. Frequency- and location of inspections, in:.luding those to be conducted bt the ORC. and
procedures to assure that the selected location(s) and inspection frequency are representative
of the residuals management program;
;i including record beeping and actions to be
i. D--:aLed des.�ription of in�xc•�ion procedures
taken b - the inspector m the event that noncompliance is observed pursuant to the
noncompliance notification requirements under the monitoring and reporting section of the
p: -mi:.
f) Sampling and monitoring plan including the following information:
:. Names and titles of personnel responsible for conducting the sampling and monitoring:
Detaiied description of monitoring procedures including parameters to be monitored;
iii. Sampling frequency and procedures to assure that eve samples are being collected.
Fluctuation in temperature, flow. and other operating conditions can affect the quality of the
residuals gathered during a particular sampling event. The sampling plan shall account for
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
iand apply multiple times per year but have an annual sampling frequency, may need to
sample during winter months when pathogen redaction is most likely to be negatively
affected by cold temperatures).
Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the facility. the Permittee shall designate and employ a certified operator in
responsible charge (ORC) and one or more certified op=mors as back-up ORCs in accordance with
15A NCAC 08G .0201. The ORC or their back-up shall visit the facilities in accordance with l5A
NCAC 08G. 0204, or as specified in the most recently approved 0&1%4 plan (i.e.. see Condition
IIIA.), and shall comply with all other conditions of 15A :ECAC 08G. 020.E For more inforniation
regarding classification and designation requirements, please contact the Division of Water Quality's
Techrical Assistance cf• Certification Unit ai [phone].
6. When the Permittee land apply bulk residuals, a copy of this permit and a copy of O&M Plan shall be
maintained at the land application sites during land application a iii ities.
When the Permittee transport or land apply bulk residuals, the spill control provisions shall be
mainteined in all residuals transport and application: %rhicies.
8. Residuals shall not be stored at any land application site, unless smitten approval has been requested
and received front the Division:.

R
9. When land applying bulk residuals, adequate measures strati be tatcen to p vcm Vrind erosion an:
surface runoff from conveying residuals from the land application sites onto adjacent properties or
into surface waters.
10. A suitable vegetative 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
Of9ce, the D-a^anent of Agriculture and Consumer Services. the Natural Resource Conservation
Service, or an agronomist and as approved by the Division.
11. Bulk residuals shall 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 desigmated critical habitat..-
b.
abitat:b. If the application causes prolonged nuisance conditions;
c. if the land fails to assimilate the bull: residuals or the application causes the con'.ravention of
surface water or groundwater standards:
d.. If the land is flooded frozen or snow-covered., or is otherwise in a condition such that runoff of
the residuals would occur,
e. Within the 100 -year flood elevation, unless the built 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 hour), or within. 24 hours
following a rainfall event of 0.5 inches or greater in a 24-hour period;
g. If the slope. is greater than 10% for surface applied liquid residuals, or if the slope is greater than
18% for injected or incorporated bulk liquid residuals;
h. If the soil pH is not maintained at 6.0 or greater, unless sufficient 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 of the soil, residuals and lime mixture is suitable for the specified crop. Any approved
variations to the acceptable soil pH (6.0) v►ill be noted in Attachment B;
i. If the land does nor have an established vegetative cover unless the residuals are incorporated or
injected within a 24-hour period following a residuals land application event;
i. If the vertical separation between the seasonal high water table and the depth of residuals
application is less than one foot;
k. if the vertical separation of bedrock and the depth of residuals application. is less than one foot.
1. Application exceeds agronomic rates.
1-. The following, public access restrictions applti- to residual land application sizes:
a, Public access to public contact sites (e.g., golf courses. parks. ball fields. etc.) shall be restricted
for 363 days after a residuals land application 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.g..
1.3' x 2'). Each sign shall indicate the activities conducted at each site, permit number. and name and
contact information, including the Permittee or applicator's telephone number. Sims shall be posted
in a clearly visible and conspicuous manner at the entrance to each land application site during,a land
application event. and for as long as the public access restrictions required under Permit Condition
RLI 2. apply.
1ti OV0ts906 Version 3.t; Shell i ersic;. IIN' Ir page F of i_

14. The following harvesting and grazing restrictions apply to residual land application sites Aer each
land application event:
Harvesting and Grazing Description' Restricted
-- i Duration r
Animals shall not be allowed to graze during land application activities and
restricted period. Sites that are to be used for grazing shall have fencing to
30 days
prevent access after each land application event.
Food crops, feed crops and fiber crops shall not be harvested for.
30 days
Turf grown on land where residuals have been applied shall not be harvested for.
12 months
Food crops with harvested pans that touch the residuat'sod mixture and are
1
totally above the land surface (e.g.. tobacco, melons, cucumbers, squash, etc.)
14 months ;
shall not be harvested for:
When the residuals remain on the land surface for four months or longer prior to
incorporation into the soil, food crops with harvested pans below the land
I 20 months
surface (e.g., root crops such as potatoes, carrots, radishes, etc.) shall not be
i
harvested for.
When the residuals remain on the land surface for less than four months prior to j
incorporation into the soil food crops with harvested parts below the land 3F months
surface shall not be harvested for.
15. The Permittee shall acquire from each landowner or lessecioperator 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, mad a cop.N of tiro mos; recent Nutrient Management Plan: (N P) fol
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
nutrient loading rates based on the provided information and use appropriate reductions.
For the purpose of this permit condition, a Crop Management Plan (CMP), waste Utilization Plan
(WUP) or Certified Nutrient Management Plan (CNMP) shall also be considered a Nutrient
Management Pian.
10 - No residuals shall be land applied unless the submitted Land Owner Agreement Attachment (LORA)
between the Permittee and landowners or lessees/operators of the land application site is in full force
and e`fect. These agreements shall be considered expired concurrent with the permit expiration date,
and shall be renewed during the permit renewal process.
.. 4ny Division required monitoring (including groundwater, pians tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established. and an
acceptable sample reporting schedule shin be followed.
_'. Residuals shall be analyzed to demonstrate they are non -hazardous under the Resource Consen'ation
and Recmlery Act OiCRA). The analyses leorrosiviq,. ignitability. reactivity, and toxicity
characteristic leaching procedure (TCLP)J shall be performed at the frequency specified in
Attachment A, and the Permittee shall maintain these results for a minimum of five years. Any
exceptions from the requirements in this condition shall be specified in Attachment A,
1�'r1 �n� �.;o�i.: �'.r5:�:'.., f' I �e1' ��r.i•: r 1(' 1 � ? r' I'3ic 0'.� --

AITACIIMM NT A - Approved Residual Sources Certification Date: July 6, 2011
'1'arvn orTaylorsville Permit Number. WQ0006906 Version: 3.0
Residuals Source-C:enerating Facility
Monitoring. Monitoring Monitoring
Cerudt Ititdtrg%ri Maximum Frequency for From ori fur Frequency for _ Approved
Owner Facility Name County Dry Toas 1 alhogen & Miueralbation
Number Residuahr r Non -hazardous Metals and
Per Year Characteristics I Nutrients a s Yeefur Attraction (tate
_R_etltrctians'' ` _
'town td" raylo"Ville fawn orTaykasville WW IT Alexander NCM6271 Ycs 150,M) Annually Aunually � AnmwUy0.31)'Total 150.00
-j
L Maxinturn Dry Tknis Ism Yaw is the anxarnt orresiduals product approved tor distribulhm fnan the perntioesd faeility.
2. Analyses to daexa sinde that residuals; tire ixin-luizarduus (i.e., TCI.I', ignitability, reactivity, and anrusivily) as slipul: ied under pennit 0i nlilkin IV.2.
3. 'Testing of metals surd nutrients as stipukrted wider penetil Cuixtitiar I V.3.
4. Analyses orpathtogcrt and vcutwauractiwe mAuctitno w atipudaled under permit C'taedititar IVA. Penuit.aiiplicadm ieedictdcd that will N perriaYned to nmd pulhogeo mductitae
requirements and thiol alkalin siabilivatiar will he perry nted to used vector altradit„t redutikes. I Itiwever, other nxihtxis listed under I 5 NCAC 071' .1106(h) and . I I07(u) (wo also he used to
dt.-nxnistrate contplia ca wills this pennit requircentaii.
5. Mtaalt►ring frequencies are lased ens the actual dry tans ulopliel per year using the table Imlow, unless sptxilied above.
My Tons Generated Moailoring Frequency
short tutu oar Ulablished iu 40 CF12 593 and ISA NCAC 02't' .i l l q _
-319 _IN=
3I - <1,650 11 t)utaler (4 Lincs ptw year)
-->1,650 • <_ 16SW i/6li (�nys (6 thnes lxx )
=> 16 W _ l Ineuruh t 2 times 1wr year)
If no land application events occur during a required sampling period (e.g. no land application occur during an entire year when annual monitoring is
required), [lien no sampling data is required during the period of inactivity. The annual report shall include an explanation for missing sampling data.
Those retiaired to submit the annual report to ECA may be required to make up the misst d sampling, contact the ECA for additional information mold
clarification.
is
•Page 1 or 1

A'1"I'ACI]mF.rfr R— Apprared Land Applicatiml Sites
1•nwn of Taylomille
- Fietd FJ*
94C-AIAW-411
owner
IAWee
County
Alexander
I"atitade
ii"srir
;iS"S2" M"
IMAN11w,ttwen
RI"IK'S�"
W-AI.-M6t12
r
lex *mw, ILUM"
>EI7RS'Str•
Alexander
1K-AlA0414
lm"hm r.Owen
SJ.q
Alexander
15'52'1T
t*dI f8w r~$.
Total
Pare 1 Or 1
Permit Nnmbrr: W'I llWs" i Venice: 3.0
l,tftitadt
Met Acreage
0— an Sail Serle FaMwal.v
S 1 "1Mi !, A'•
20.70
C B2 - Ovell Sandy Clay L~"
RI"IK'S�"
20.60
CeD2 -Cecil Samly Clay L"wn
>EI7RS'Str•
10.10
CeR2- Cecil Sandy ClaylAmm
SJ.q
MAIN
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