NC0070637_Renewal Application_20181213

1% WithersRavenet Letter of Transmittal
Our People.Your Success.
DATE 12/06/2018 JOB NO. 02160464.00
115 Macl<enan Drive ATTENTION Water Quality Permitting Section-NPDES
Cary, North Carolina 27511
t: 919.469.3340 f: 919.467.6008 RE: NPDES Permit Application-Kurz Transfer Products
TO: Division of Water Resources Water Quality Permitting Section- RECE:'!T'''"''FNR/DWR
NPDES
1617 Mail Service Center OF 13 2018
Raleigh,NC 27699-1617
Water ;,sources
Permitting Section
WE ARE SENDING YOU 0 Attached ❑ Under Separate Cover via
THE FOLLOWING ITEMS ❑ Shop Drawings ❑ Prints 0 Plans 0 Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Diskette ❑ Other
COPIES DATE NO. DESCRIPTION
3 12/06/18 1 Engineering Alternatives Analysis for Kurz Transfer Products Revised NPDES Permit
3 12/06/18 2 NPDES Application
1 12/06/18 3 EAA Guidance Page 8- Local Government Review Form
1 12/06/18 4 Application Fee-Check
THESE ARE TRANSMITTED as checked below:
O For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
O For review and comment ❑ Other
❑ FOR BIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please see the attached Engineering Alternatives Analysis for Kurz Transfer Products Revised NPDES Permit and the
NPDES Application for your review. The 8th page of the EAA Guidance is the completed Local Government Review
Form.A check for the application fee is included in the package as well.
COPY TO: John Akers, PE SIGNED: Elisa Rehak, El
If enclosures are not as noted,kindly notify us at once.

Attachment A. Local Government Review Form
General Statute Overview:. North Carolina General Statute 143-215.1 (c)(6)allows input from local governments in the issuance
of NPDES Permits for non-municipal domestic wastewater treatment facilities. Specifically, the Environmental Management
Commission (EMC) may not act on an application for a new non-municipal domestic wastewater discharge facility until it has
received a written statement from each city and county government having jurisdiction over any part of the lands on which the
proposed facility and its appurtenances are to be located. The written statement shall document whether the city or county has a
zoning or subdivision ordinance in effect and(if such an ordinance is in effect)whether the proposed facility is consistent with the
ordinance. The EMC shall not approve a permit application for any facility which a city or county has determined to be
inconsistent with zoning or subdivision ordinances unless the approval of such application is determined to have statewide
significance and is in the best interest of the State.
Instructions to the Applicant: Prior to submitting an application for a NPDES Permit for a proposed facility,the applicant
shall request that both the nearby city and county government complete this form. The applicant must:
• Submit a copy of the permit application(with a written request for this form to be completed)to the clerk of the city and
the county by certified mail,return receipt requested.
• If either(or both) local government(s) fail(s) to mail the completed form,as evidenced by the postmark on the certified
mail card(s),within 15 days after receiving and signing for the certified mail,the applicant may submit the application to
the NPDES Unit.
• As evidence to the Commission that the local govemment(s)failed to respond within 15 days,the applicant shall submit a
copy of the certified mail card along with a notarized letter stating that the local government(s)failed to respond within the
15-day period.
Instructions to the Local Government The nearby city and/or county government which may have or has jurisdiction over
any part of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Davidson County
Name of local government
(City/County)
Does the city/county have jurisdiction over any part of the land on which the proposed facility and its appurtenances are to be
located? Yes[) No[ ] If no,please sign this form,have it notarized,and return it to the applicant.
Does the city/county have in effect a zoning or subdivision ordinance? Yes[X] No[ I
If there is a zoning or subdivision ordinance in effect,is the plan for the proposed facility consistent with the ordinance? Yes[X]
No[ ]
12-5-2018 .�Jy1+�1�N1 -<
Date Signature f(.(.(
( ty Manager/County Manager)
Zoning Administrator
State of No(o(kh CO. rt)II rl k ,County of -'/�VI CIS CY
-f r1
On this 5 day of •tCC-01 be r ,a003,personally appeared before me,the said
name CT al L, Co r n m ctrl to me known and known to me to be the person described in
and who executed the foregoing document and he(or she)acknowledged that he(or she)executed the same and being duly sworn
by me,made oath that the statements
in the foregoing document are true.
My Commission expires,i ti f �r cDj et .(Signature of Notary Public) CI 1 ku-d
✓✓ of Public(Official Seal)
isolutI
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EAA Guidance Document Revision:April 2014 7 Page 8 of 8 ,o S 20/5$
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NPDES APPLICATION - FORM D
For privately-owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit NC0070637
If you are completing this form in computer use the TAB key or the up-down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise,please print or type.
1. Contact Information:
Owner Name Mr. Greg Dellinger
Facility Name Kurz Transfer Products
Mailing Address 4939 North NC Hwy 150
City Lexington
State / Zip Code NC 27295
Telephone Number [phone]
Fax Number [phone]
e-mail Address Greg.dellingerirkurzusa.com
2. Location of facility producing discharge:
Check here if same address as above
Street Address or State Road
City
State / Zip Code
County
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name Envirolink Inc.
Mailing Address PO Box 670
City Bailey
State / Zip Code NC 27807
Telephone Number [phone]
Fax Number [phone]
e-mail Address [e-mail]
1 of 3 Form-D 11/12

NPDES APPLICATION - FORM D
For privately-owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial ® Number of Employees 140
Commercial ❑ Number of Employees
Residential ❑ Number of Homes
School ❑ Number of Students/Staff
Other ❑ Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Industrial Facility domestic waste only.
Number of persons served: 140
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (NEW applicants:Provide a map showing the exact location of each
outfall):
Reedy Creek
8. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration:
9. Describe the treatment system
List all installed components, including capacities,provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
The proposed treatment system will increase the capacity of the facility from 0.0015
MGP to 0.005 MGD. The system includes a 10,000-gallon septic tank, a 5,000-gallon
recirculating tank, 1 Advantex AX100 Pod, TCOM Telemetry Control Panel, and a flow
meter. 1 Advantex AX100 Pod can handle a flow of 0.005 MGD. The new system will
have an effluent BOD < 5 mg/1,TSS < 5 mg/1, and NH3< 4 mg/1.
2 of 3 Form-D 11/12

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NPDES APPLICATION - FORM D
For privately-owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow .005 MGD
Annual Average daily flow .0015 MGD (for the previous 3 years)
Maximum daily flow .0025 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
NEW APPLICANTS:Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab
samples,for all other parameters 24-hour composite sampling shall be used.If more than one analysis is reported,
report daily maximum and monthly average.If only one analysis is reported, report as daily maximum.
RENEWAL APPLICANTS: Provide the highest single reading(Daily Maximum)and Monthly Average
over the past 36 months for parameters currently in your permit. Mark other parameters "N/A'.
Parameter Daily Monthly Units of
Maximum Average Measurement
Biochemical Oxygen Demand (BOD5) 124 14.31 mg/1
Fecal Coliform N/A N/A N/A
Total Suspended Solids 23.90 11.90 mg/1
Temperature (Summer) 26 23.7 Deg C
Temperature (Winter) 21 14.4 Deg C
pH 7.2 6.7 su
13. List all permits, construction approvals and/or applications:
Type Permit Number Type Permit Number
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping(MPRSA)
NPDES NC0070637' Dredge or fill(Section 404 or CWA)
PSD (CAA) Other
Non-attainment program(CAA)
14. APPLICANT CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Greg Dellinger Environmental Health and Safety Manager
Printed name of Person Signing Title
Aature�{'�� t �^��- its
Sign of Applicant Date
North Carolina General Statute 143-215.6(b)(2)states: Any person who knowingly makes any false statement representation, or certification in any
application,record, report,plan,or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with,or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article,shall be
guilty of a misdemeanor punishable by a fine not to exceed$25,000,or by imprisonment not to exceed six months,or by both. (18 U.S.C.Section 1001
provides a punishment by a fine of not more than$25,000 or imprisonment not more than 5 years,or both,for a similar offense.)
3 of 3 Form-D 11/12

WiLhersRavenel
Our People. Your Success.
ENGINEERING ALTERNATIVE ANALYSIS
Kurz Transfer Products Revised NPDES
Permit (NC0070637)
RECEIVEDIDE_NWDWR
Applicant/Facility Name: DEC 13 Z018
Kurz Transfer Products, L.P.
Mr.Greg Dellinger, Environmental, WatereSources
Health&Safety Manager Permitting Section
4939 North NC Hwy 150
Lexington, NC 27295
336.397.1724
Prepared By:
WithersRavenel
424 Gallimore Diary Road, Suite C
Greensboro, NC 27409
336.605.3009
License No. C-0832
November 29, 2018
WR No.02160464.00
John F.Akers, PE

;pp. WithersRavenel
Our People.Your Success.
Table of Contents
1.0 EXECUTIVE SUMMARY 2
2.0 BACKGROUND INFORMATION 2
3.0 FLOW PROJECTIONS 3
4.0 WASTEWATER DISPOSAL ALTERNATIVES 4
4.1 General Overview 4
4.2 Alternative 1. Connect to an Existing Wastewater Treatment System 4
4.3 Alternative 2. Land Application 5
4.4 Alternative 3.Wastewater Reuse 6
4.5 Alternative 4. Direct Discharge to Surface Waters 6
4.6 Alternative 5. Combination of Alternatives 8
5.0 PRESENT VALUE COST ANALYSIS 9
6.0 CONCLUSION 13
Appendix A Local Government Review Form 14
Appendix B Current NPDES Permit 15
Appendix C Reedy Creek Flow Statistics 16
Appendix D FEMA Floodplain Map 17
Appendix E Discharge Monitoring Report(DMR) 18
Appendix F Water Use Summary 19
Appendix G Alt 1.Topo Map Showing Sewer Route 20
Appendix H Documentation of Sewer Acceptance and Future WWTP Plans 21
Appendix I Alt 2. Property Tax Record 22
Appendix J Land Application Site Map 23
Appendix K Land Application Calculations 24
Appendix L Schematic Diagram of Treatment Process Components 25
Appendix M Site Plan of Proposed System 26
Appendix N Kurz Transfer Product's Property Deed 27
Engineering Alternatives Analysis WR No.02160464 00
Kurz Transfer Products, L.P. November, 29 2018
1

WithersRavenel
Our People.Your S.iccess.
1.0 EXECUTIVE SUMMARY
Proposed future expansion of the Kurz Transfer Products facility will increase their wastewater
flow as the number of employees continues to grow.The manufacturing facility is located at 4939
North, NC Highway 150, Lexington, Davidson County, North Carolina. The existing treatment
facility which includes a septic tank, dosing tank, sand filter, and holding tank has recently
exceeded permitted limits and has reached capacity. The current system will need to be replaced
in order to handle an increase in flow(See Alternative 4 for detailed proposed system description).
The expansion of the manufacturing facility and increase in employment results in the need to
relocate the existing wastewater system on site to have room for the expansion as well as the
need to upgrade and expand the treatment system. A package plant system which includes 1
Advantex AX100 Pod is proposed with an increase in flow capacity from 0.0015 million gallons
per day (MGD) to 0.0050 MGD. The new treatment system will allow for future growth at the
facility and ensures wastewater discharge limits are met.
The treatment facility is currently permitted under the National Pollution Discharge Elimination
System, Permit Number NC0070637(Appendix B). The permit is for a discharge of 0.0015 MGD
into Reedy Creek which is within the Yadkin-Pee Dee River Basin. The treatment facility is
permitted to continue operating until May 31, 2019. A revised NPDES permit allowing for a
discharge of 0.0050 MGD to Reedy Creek is requested. Reedy Creek is not on the 303(d)impaired
stream list. Flow statistics for Reedy Creek can be found in Appendix C.
2.0 BACKGROUND INFORMATION
Kurz Transfer Products develops and manufactures decorative and functional coatings that are
applied to carrier foils and are employed for a wide variety of products. The facility was
constructed and first opened in the mid 1980's. In 1999 a recirculating sand filter system was
permitted and began treating domestic waste from the facility.The facility was expanded in 2013
to 280,000 square feet and the septic tank was relocated.
Osborne(General Contractor from Eden, NC) began a new expansion of the manufacturing
facility in June 2018. Osborne was the contractor that completed the plant expansion
approximately 5 years ago. The current expansion of the manufacturing facility will allow for
Kurz to increase employment.The increase in employment will increase domestic wastewater
flow requiring a new treatment system so flow capacity will be met. A site plan of the facility
can be found in Appendix M.
The only source of flow to the wastewater treatment facility is domestic waste. The plant does
not have an influent or effluent flow meter.The current effluent limit of the plant is set by a NPDES
permit at 0.0015 MGD. However, there is no measurement at the plant. The plant operator
estimates the effluent flow weekly. North Carolina environmental regulations (15A NCAC
2T.0114 Waste Water Design Flow Rates) requires a design of 25 gallons/employee/day. As
shown in Table 1, the plant is using close to the design requirement of 25 gallons per employee
per day at 17.2 gallons per employee per day.
A large portion of the Kurz site is located within the 100-year flood zone (See Appendix D for
the FEMA floodplain map)which can cause problems during construction. In the past,flooding
through the effluent line to Reedy Creek caused the plant to exceed BOD discharge limits as the
flow in the system backed up all the way to the septic tank.
Engineering Alternatives Analysis WR No.02160464.00
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111/ WithersRavenel
People-Ye_v S ers.
The existing treatment system is a recirculating sand filter which was first built and permitted in
1999. The NPDES permit was renewed April 20, 2014. Flow leaves the building and enters a
1,500-gallon septic tank. After settling,the wastewater gravity flows to a 3,300-gallon dosing
tank where it is pumped into the sand filters. The two sand filters are each 11-feet by 21-feet by
3-feet deep. After recirculating between 3 and 5 times the effluent is discharged to Reedy
Creek.The Discharge Monitoring Report, (DMR), can be found in Appendix E showing that the
current system has exceeded the NPDES limits in the past. The system needs to be upgraded to
ensure that the permit limits are met in the future.
3.0 FLOW PROJECTIONS
Other than domestic use,the plant uses water to produce steam for their process and deionized
water. The boiler blowdown water is discharged into the stormwater system (separate permit).
The boiler water was not metered until June 2017 when a new meter was installed which
recorded daily readings. Since June,the plant has averaged water use of 1,165 gallons/day for
steam production.About six years ago,the plant started using a small amount of deionized water
instead of solvents in their processes. An average of 6,500 gallons is used monthly, or 213
gallons per day. None of this water use is discharging to the waste water system. Other amounts
of water lost to cleaning are considered to be insignificant.
Currently, the facility employs approximately 127 people on varying shifts,with up to 91
working on a given day. At the DEQ requirement of 25 gallons per day per employee per shift,
the current flow should have been approximately 2,275 gallons per day. The permitted flow will
allow only 60 employees at the facility.
Kurz Transfer Projects plans to expand their employee base to 200 people. At the DEQ
requirement of 25 gallons per day per employee per shift,the system design flow is
approximately 5,000 gallons per day.
A summary of water use at Kurz is shown below in Table 1.The full water use summary can be
found in Appendix F.
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November, 29 2018
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1% WithersRavenel
Our People.You Success.
Water Use Current Future
Number of Employees per 24-hour period 91 200
Water Used at 25 gallons per day per employee 2,275 gallons 5,000 gallons
Average Water Used per Day 2,950 gallons -
Deionizing Water Used per Day 213 gallons -
Water Used for Steam per Day 1,165 gallons -
Water Use Less Process Water per Day 1,565 gallons -
Average Water User Per Employee per Day 17.2 gallons -
Table 1.Summary of Plant Water Use
4.0 WASTEWATER DISPOSAL ALTERNATIVES
4.1 General Overview
Kurz is currently in the process of expanding their existing facility. This expansion will increase
the flow to the plant beyond the capacity of the existing system. Under this assumption, five
alternatives are explored. The alternatives include: 1) connect to an existing near-by public sewer
systems, 2) land application by spray irrigation, 3)wastewater reuse by either drip irrigation or as
process water, 4) surface water discharge to Reedy Creek through a new and improved system,
and 5) a combination of alternatives. Each alternative is described in detail below.
4.2 Alternative 1. Connect to an Existing Wastewater Treatment System
There is one viable option for connection to a public sewer system within a 5-mile radius of Kurz
Transfer Products. Sewer would be discharged to the City County Utility Commission's system
which flows to the Muddy Creek Wastewater Treatment Plant(WWTP). An onsite pump station
would be required to pump the collected waste to the existing gravity sewer. Approximately
23,400 feet(4.4 miles)of 3-inch SDR 21 PVC sewer force main from the facility to the end of the
gravity sewer on the north side of Davidson County near the intersection of NC 150 and Highland
Hills Drive would be installed. A significant amount of erosion and sedimentation control would
have to be implemented during construction of the force main,adding to the costs.There is a 160-
foot elevation distance between the two points increasing pumping requirements.The sewer rate
to pump to Muddy Creek WWTP would equate to$19,500 per year according to the City County
Utility Commission.A topographic map showing the physical route the proposed force main would
take to connect to existing gravity sewer can be found in Appendix G.
Appendix H contains documentation showing preliminary indication of flow acceptance for Muddy
Creek Wastewater Treatment Plant. Documentation from the City of Lexington's Public Services
Manager stating that there are no plans in place for a future WWTP within 5-miles of Kurz can
also be found in Appendix H.
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November, 29 2018

1� WithersRavenel
Our People Your Success.
The cost to connect to this system is approximately$2,092,057.49 (see Table 3 for Present Value
Cost Analysis (PVCA)). The cost to install 4.4 miles of force main and a pump station is cost
prohibitive relative to construction of a new onsite treatment system with direct discharge to
Reedy Creek.
4.3 Alternative 2. Land Application
Land application via a spray system is an alternative for disposal of treated effluent as opposed to
discharging into Reedy Creek.The effluent would be pumped by an onsite 5 hp pump station and
delivered to a nearby field southwest of the collection facility. The spray irrigation system would
consist of a pump station and a collection of sprinklers and piping. Monitoring wells would be
drilled in various locations surrounding the spray field to monitor for groundwater contamination.
Spray application was chosen over drip irrigation as the land application alternative because the
slopes are too high in the surrounding area and the quality of effluent needs to be better to prevent
clogging of the emitters in drip irrigation.
Kurz Transfer products does not have the required amount of land to implement spray application
without crossing property lines or violating buffer requirements set by 15A NCACA 02T .0506.
According to 15A NCACA 02T .0506, there must be a setback of 400 ft from any building and a
setback of 100 ft from surface water (Reedy Creek). Land would have to be purchased to meet
the required acreage for spray application and pumped to that area of land that also meets the
required buffers. A holding tank or lagoon would have to be installed for no-spray days when it
rains. Davidson County Tax Records were used to determine how feasible this purchase would be.
A southwest parcel from the Kruz site has the required amount of land for spray irrigation that
meets the buffer requirements.The property is owned by Koyt Shields and is located at 905 Rocky
Knob Road, Lexington, NC. According to the Davidson County Tax Record, the property value of
this land is $301,680.00 (Appendix I). The property is 83.3 acres which equates to $3,600.00 per
acre.
Assumptions have been made regarding the site requirements for land application. A moderate
amount of clearing and grubbing would be required to implement the spray irrigation system,
adding to costs.The hydraulic loading rate is assumed to be 78.2 inches per year,or 1.5 inches per
week, based on previous data available from USDA and DEM. The actual hydraulic loading rates
would be used to determine the amount of land required for the land application site.Additionally,
during periods of wet weather, application is not possible,so wastewater effluent must be stored
and applied when weather permits.An additional acre of land is recommended to allow application
of this stored wastewater, while still handling normal influent flow. Using a 0.005 MGD design
flow,the minimum wetted acreage for 1.5 inches per week would be roughly 1.0 acres.A required
400 ft buffer around the land application site would add an additional 23 acres.The total acreage
of land required to perform spray irrigation is 25 acres (wetted acreage, buffer, and storage).
Appendix J contains a map showing the layout for land application and Appendix K shows a
breakdown of calculations for acreage and costs.
The total cost to purchase 25 acres of land form Koyt Shields is approximately $90,000. If this
alternative were further explored additional costs for potential Jack and Bore and Easement
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November, 29 2018

trWithersRavenel
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acquisition may need to be considered. This alternative adds additional costs along with the base
cost of replacing the existing system to meet capacity and discharge requirements. Additional
costs for piping and pumping to move the waste to the land needs to be incorporated into the
costs. See Table 4 for a breakdown of additional costs. The overall present value to implement a
spray application system would be $991,478.86 (Table 4). It would be much more cost effective
to discharge to Reedy Creek than to set up the infrastructure and purchase land for spray irrigation.
4.4 Alternative 3.Wastewater Reuse
An additional consideration to keeping wastewater treatment on-site is the possibility of
wastewater reuse. If the wastewater can be adequately treated, it could be reused in the facilities
process. Reclaimed water for non-potable reuse must undergo some combination of primary,
secondary,and tertiary treatment to meet reuse requirements. Additionally, most recycled water
will undergo some form of disinfection for protection of public health.A membrane system would
need to be added as tertiary treatment in order for the effluent to meet the process water
requirements.UV treatment may be needed to meet disinfection requirements as well. Membrane
filtration is very expensive and would increase material costs and energy costs.Table 5 shows the
costs associated with membrane filtration and UV treatment.
In addition to treatment, the entire plumbing system of Kurz would have to be redone in order to
facilitate reuse wastewater. Wastewater reuse would save purchased water costs. Currently,
Kurz's annual water bill is approximately$8,000 per year which is taken into account in the PVCA
(Table 5). The PVCA for wastewater reuse shows that this option is not economically feasible at
a cost of$619,593.49 and would not benefit the company even with the water bill savings. Kurz
does not use enough water at their facility to make this option the better alternative.
Additionally,wastewater could be reused for irrigation.The land application alternatives analyzed
the use of a spray irrigation system over drip irrigation.A drip irrigation system on site at Kurz was
assessed but is not feasible. Tertiary treatment would have to be implemented after the AX100
Pod filtration system to prevent exceeding drip irrigation limits.The soils are Warne Loam and are
subject to occasional flooding with high slopes. Kurz has the available acreage to do drip irrigation
but the land is within the floodplain introducing yet another challenge with drip irrigation in this
area. Treated effluent would have to be pumped off site and land would have to be purchased to
implement a drip irrigation system at an unreasonable distance.The effluent would not be dripping
full time so a storage tank or a lagoon would have to be constructed to hold the effluent when it
rains. The option to use drip irrigation as wastewater reuse is too cost intense and not practical
and no further exploration into this alternative was conducted.
4.5 Alternative 4. Direct Discharge to Surface Waters
The fourth alternative is to discharge treated effluent to Reedy Creek. This alternative also
includes the development of a new sewer treatment system to replace and expand their existing
facility.The existing system will be removed or converted to assist with the new system.The heart
of the new system is the Advantex AX100 Pod which contains a textile that provides a large
surface area on which microbes can attach and grow to digest the waste.The Pod is constructed
of all fiberglass, PVC, textile, and stainless steel to resist corrosions that plagues most other
systems. The system would require a 175 LF PVC line of pipe to move the effluent from the
Engineering Alternatives Analysis WR No.02160464.00
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treatment facility to Reedy Creek. Reedy Creek is not a zero-flow stream which is shown in the
flow statistics provided by USGS.The flow statistics for Reedy Creek can be found in Appendix C.
Domestic waste from Kurz Transfer Products first enters the existing septic tank that will be
converted to a wet well. The waste will then be pumped from the wet well through a 1-1/4-inch
force main to a new 10,000-gallon septic tank.The septic tank will allow for heavy solids to settle
to the bottom and floatable solids to accumulate on the surface. Anaerobic digestion occurs as
solids are broken down to their base components. Depending on the strength of the waste, the
septic tank may only need to be pumped annually. Inspection and monitoring of the septic tank
will determine when pumping needs to be performed.
From the septic tank, the waste will be sent to a 5,000-gallon recirculation tank. The effluent is
recirculated through the Pod 3-5 times prior to being discharged. Each pass over the textile allows
attached microbes to digest the waste in the sewage. The recirculation tank contains a splitter
valve where the effluent flows to a flow meter and continues by gravity through a 4-inch pipe to
Reedy Creek. A single Orenco® TeleCommT" (TCOM) telemetry control panel will control all
pumps, float functions, fan, and flow meter logs. A layout schematic showing the proposed
treatment train can be found in Appendix L. A site plan showing the location of the proposed
system can be found in Appendix M.
Easement acquisition will not be needed for the proposed system.The land needed to run a pipe
from the system to the discharge point in Reedy Creek is owned by Kurz Transfer Products.
Appendix N contains a copy of each deed pertaining to the 3 parcels of property owned by Kurz.
The proposed system does not include tertiary treatment. If tertiary treatment were to be utilized
in the process chain, membrane filtration would be used to decrease the ammonia nitrogen limits
to 1 mg/I.The cost to implement tertiary treatment via membrane filtration is not feasible due to
the high costs associated with the membrane itself and the high amounts of energy required.
The characteristics of effluent currently and for the future are listed in Table 2.Appendix E shows
the full Discharge Monitoring Report(DMR)from 2013 to October 2018.
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November, 29 2018
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Effluent Characteristics Permit New Permit Monthly Proposed
Limits Limits Average System Effluent
Actual Characteristics
BOD, 5 day, Monthly 30 mg/I 30 mg/I 13.09 mg/I 5 mg/I
Average
BOD, 5 day, Monthly 40 mg/I 40 mg/I 22.49 mg/I -
Maximum
Total Suspended Solids, 30 mg/I 30 mg/I 10.9 mg/I 4 mg/I
Monthly Maximum
NH4 Monthly Average - 34.8 mg/I 5 mg/I
Monthly
Actual
pH, Maximum 9.0 9.0 6.7 -
pH, Minimum 6.0 6.0 6.1 -
Table 2. Facility Performance Summary 2013-2018
Kurz is reaching its permit limits and exceeding regulations a few times a year indicating that a
new system is necessary.The total cost for replacing the existing system and discharging to
Reedy Creek is $166,511.00 at a present value of$415,476.60. Discharging to Reedy Creek is
the cheapest Alternative in conjunction with replacing the system to meet required limits and
handle future capacity.
4.6 Alternative 5. Combination of Alternatives
There is no combination of Alternatives that would be cost effective. Kurz Transfer Products has
budgeted $170,000 to implement a new system.Additional infrastructure to connect to an
existing wastewater system, utilize spray irrigation for land application, or reuse the wastewater
is more expensive per alternative than the base cost to implement a new system and discharge
to Reedy Creek. This alternative is therefore not assessed in detail.
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November, 29 2018
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5.0 PRESENT VALUE COST ANALYSIS
Alternative1- Install Force Main and Pumpto WWTP
Table 3.
Capital Costs
Item Cost
Pump Station $ 700,000.00
23,500 LF 3" PVC Force Main $ 585,000.00
Erosion Control $ 175,000.00
Additional Engi
neering g ee g $ 250,En in 000.00
Subtotal $ 1,710,000.00
Present Value of Costs (PV)= CO=C+C[(1-r)An-1)/(r(1+1+r)^n)]
Costs incurred in the present year CO= $ 1,710,000.00
Costs incurred in time (Ct)= $ 20,525.00
Power $ 1,000.00
Water $ 25.00
Sewer Fees $ 19,500.00
Time period after the present year(t)= 0
Ending year of the life of the facility(n) 50 years
Current EPA discount rate. (2018) r= 4.875% years
PV= $ 2,092,057.49
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November, 29 2018
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Table 4. Alternative 2-Orenco AX10O System with Land Application
Capital Costs
Item Costs
Holding Lagoon EQ Storage & Monitoring
Wells $ 75,000.00
Property Costs $ 90,000.00
Pump Station, Force Main,Spray System $ 200,000.00
Orenco Unit $ 166,500.00
Additional Engineering/Surveying $ 50,000.00
Subtotal $ 581,500.00
Present Value of Costs (PV)= CO=C+C[(1-r)^n-1)/(r(1+1+r)^n)]
Costs incurred in the present year CO= $ 581,500.00
Costs incurred in time(Ct)= $ 22,025.00
Power $ 1,500.00
Water $ 25.00
O&M $ 20,000.00
Pump Replacement $ 500.00
Time period after the present year(t)= 0 years
Ending year of the life of the facility(n) 50 years
Current EPA discount rate. (2018) r= 4.875%
PV= $ 991,478.86
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November, 29 2018
10

1% WithersRavenel
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Table 5.Alternative 3- New Orenco AX100 System with Water Reuse
Capital Costs
Item Cost
Pods,ect. provided by AQWA $ 69,500.00
Engineering Fee $ 38,000.00
10000 Gal Septic tank $ 16,706.00
Recirculating Tank $ 7,230.00
Excavate,set and backfill tanks $ 15,000.00
Misc PVC Fittings,glue, pipe,etc. $ 7,000.00
Any aggregate necessary per design $ 1,000.00
Electrical conduit and wiring $ 7,500.00
Membrane Filtration and UV Treatment $ 100,000.00
Revise Building Plumbing $ 150,000.00
Contractor Mobilization (15%) $ 15,000.00
Subtotal $ 426,936.00
Present Value of Costs (PV)= CO=C+C[(1-r)An-1)/(r(1+1+r)^n)]
Costs incurred in the present year CO= $ 426,936.00
Costs incurred in time (annual) (Ct)= $ 10,350.00
Power $ 2,000.00
Water $ -
Operations $ 15,000.00
Pump Septic Tank $ 850.00
Savings on Water $ (8,000.00)
Pump Replacement(sinking fund) $ 500.00
Time period after the present year(t)= 3 years
Ending year of the life of the facility(n) 50 years
Current EPA discount rate. (2018) r= 4.875%
PV= $ 619,593.49
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November, 29 2018
11

;% WithersRavenet
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Table 6.Alternative 4- New Orenco AX100 System with Stream Discharge
Capital Costs
Item Cost
Pods,ect. provided by AQWA $ 69,500.00
Engineering Fee $ 38,000.00
10000 Gal Septic tank $ 16,706.00
Recirculating Tank $ 7,230.00
Excavate,set and backfill tanks $ 15,000.00
Misc PVC Fittings,glue, pipe, etc. $ 7,000.00
Any aggregate necessary per design $ 1,000.00
Electrical conduit and wiring $ 7,500.00
Contractor Mobilization (15%) $ 4,575.00
Subtotal $ 166,511.00
Present Value of Costs(PV)= CO=C+C[(1-r)An-1)/(r(1+1+r)^n)]
Costs incurred in the present year CO= $ 166,511.00
Costs incurred in time (annual) (Ct)= $ 13,375.00
Power $ 1,000.00
Water $ 25.00
Operations $ 11,000.00
Pump Septic Tank $ 850.00
Pump Replacement(sinking fund) $ 500.00
Time period after the present year(t)= 0 years
Ending year of the life of the facility(n) 50 years
Current EPA discount rate. (2018) r= 4.875%
PV= $ 415,476.60
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November,29 2018
12

WithersRavenel;0
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6.0 CONCLUSION
The most practical and cost-effective alternative for handling effluent from the Kurz Transfer
Products wastewater treatment facility is to directly discharge into Reedy Creek.The total cost
to discharge to Reedy Creek requires the least amount of infrastructure and has the lowest
capital costs and present value costs.
Engineering Alternatives Analysis WR No.02160464.00
Kurz Transfer Products, L.P. November, 29 2018
13

♦r WithersRavenel
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APPENDIX A
LOCAL GOVERNMENT REVIEW FORM
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

Attachment A. Local Government Review Form
General Statute Overview: North Carolina General Statute 143-215.1 (c)(6)allows input from local governments in the issuance
of NPDES Permits for non-municipal domestic wastewater treatment facilities. Specifically, the Environmental Management
Commission (EMC) may not act on an application for a new non-municipal domestic wastewater discharge facility until it has
received a written statement from each city and county government having jurisdiction over any part of the lands on which the
proposed facility and its appurtenances are to be located. The written statement shall document whether the city or county has a
zoning or subdivision ordinance in effect and(if such an ordinance is in effect)whether the proposed facility is consistent with the
ordinance. The EMC shall not approve a permit application for any facility which a city or county has determined to be
inconsistent with zoning or subdivision ordinances unless the approval of such application is determined to have statewide
significance and is in the best interest of the State.
Instructions to the Applicant: Prior to submitting an application for a NPDES Permit for a proposed facility, the applicant
shall request that both the nearby city and county government complete this form. The applicant must:
• Submit a copy of the permit application(with a written request for this form to be completed) to the clerk of the city and
the county by certified mail,return receipt requested.
• If either (or both) local government(s) fail(s) to mail the completed form,as evidenced by the postmark on the certified
mail card(s),within 15 days after receiving and signing for the certified mail,the applicant may submit the application to
the NPDES Unit.
• As evidence to the Commission that the local govemment(s) failed to respond within 15 days,the applicant shall submit a
copy of the certified mail card along with a notarized letter stating that the local government(s)failed to respond within the
15-day period.
Instructions to the Local Government: The nearby city and/or county government which may have or has jurisdiction over
any part of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarised.
Name of local government
(City/County)
Does the city/county have jurisdiction over any part of the land on which the proposed facility and its appurtenances are to be
located? Yes[ ] No[ ] If no,please sign this form,have it notarized,and return it to the applicant.
Does the city/county have in effect a zoning or subdivision ordinance? Yes[ ] No[ ]
If there is a zoning or subdivision ordinance in effect,is the plan for the proposed facility consistent with the ordinance? Yes[ ]
No[ ]
Date__ Signature
(City Manager/County Manager)
State of ,County of
On this day of , ,personally appeared before me,the said
name to me known and known to me to be the person described in
and who executed the foregoing document and he(or she)acknowledged that he(or she)executed the same and being duly sworn
by me,made oath that the statements in the foregoing document are true.
My Commission expires .(Signature of Notary Public)
Notary Public(Official Seal)
• EAA Guidance Document Revision:April 2014
Page 8 of 8

WithersRavenel
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APPENDIX B
CURRENT NPDES PERMIT
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

Ara
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
April 30, 2014
Mr. Dellinger,EHS Manager Greg
Kurz Transfer Products,LP
3200 Woodpark Boulevard
Charlotte,NC 28206
Subject: Issuance of NPDES Permit NC0070637
Kurz Transfer Products WWTP
Davidson County
Dear Mr.Dellinger:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly,we are forwarding the attached NPDES discharge permit. This permit is issued pursuant
to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S.Environmental Protection Agency dated October 15,2007(or as
subsequently amended).
This final permit contains the following changes to its terms from those found in the draft permit sent to
you on February 12,2014:
• A footnote stating limits and monitoring requirements for Total Residual Chlorine applied only if
chlorine was added for disinfection was erroneously removed within the draft. The footnote has
been replaced in the final permit document.
• Section A. (2.),regarding outfall 002 has been removed from the permit. It has been confirmed that
the facility's boiler blowdown wastewater does not discharge to surface waters.
You are reminded of the new condition requiring electronic reporting of discharge monitoring report
(DMR)data using the Division's eDMR internet application. This new requirement will become
effective on March 1,2015.
If any parts,measurement frequencies or sampling requirements contained in this permit are
unacceptable to you,you have the right to an adjudicatory hearing upon written request within thirty
(30)days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings (6714 Mail Service Center, Raleigh,North Carolina 27699-6714). Unless
such demand is made,this decision shall be final and binding.
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Phone:[phone]\Internet:www.ncwaterquality.org
An Equal Opportunity\Affirmative Acton Employer-Made in part by recycled paper

Mr. Greg Dellinger
NC0070637 Permit Renewal 2014
P.2
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Resources or
permitsrequiredby
the Division of Land Resources, Management Act or an the Coastal Area y
other
Federal or Local governmental permit that may be required.
If you have any questions concerning this permit,please contact Bob Sledge at telephone number(919)
807-6398,or via e-mail at [e-mail].
çelY.
(7
as A. Reeder
cc: Central Files
Winston-Salem Regional Office/Water Quality
NPDES File

Permit NC0070637
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERMIT
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,
Kurz & Partners, L.P.
is hereby authorized to discharge wastewater from a facility located at
Kurz Transfer Products
4939 North NC Highway 150
Lexington
Davidson County
to receiving waters designated as Reedy Creek in the Yadkin-Pee Dee 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 June 1,2014.
This permit and authorization to discharge shall expire at midnight on May 31,2019.
Signed this day April 30,2014.
as A. Reeder,Director
ivision of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 6

Permit NC0070637
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility,whether for operation or discharge are hereby
revoked.As of this permit issuance,any previously issued permit bearing this number is no longer
effective.Therefore,the exclusive authority to operate and discharge from this facility arises under the
permit conditions,requirements,terms, and provisions included herein.
Kurz& Partners, L.P.
is hereby authorized to:
MGD•wastewater treatment facility consisting of the following
1. Continue too operate a 0.0015
P
components:
• Recirculating sand filter
• 1500-gallon septic tank
• Dosing tank
• Chlorine contact tank
This facility is located at Kurz Transfer Products,4939 North NC Highway 150,in Lexington,in
Davidson County,and
2. Discharge from said treatment works at the location specified on the attached map into Reedy
Creek,which is classified as WS-IV waters in the Yadkin-Pee Dee River Basin.
Page 2 of 6

Permit NC0070637
PART I
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the peuiut and lasting until expiration,the
Permittee is authorized to discharge domestic wastewater from outfall(s) serial number 001. Such
discharges shall be limited and monitored t by the Peiuiittee as specified below:
EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTS "
Monthly . Daily Measurement Sample Sample
Parameter Code Average Maximum Frequency Type 3 ,Location
Flow 50050 0.0015 MGD Weekly Instantaneous I or E
BOD,5 day,20°C C0310 30.0 mg/I 45.0 mg/I 2/Month Grab E
Total Suspended Solids C0530 30.0 mg/I 45.0 mg/I 2/Month Grab E
NH3 as N C0610 Monthly Grab E
pH 00400 >6.0 and<9.0 standard units 2/Month Grab E
Total Nitrogen(NO2+NO3+TKN) C0600 Quarterly Grab E
Total Phosphorus C0665 Quarterly Grab E
Total Residual Chlorine3 50060 28.0 pgll 2/Week Grab E
Temperature°C 00010 Weekly Grab E
Notes:
1. No later than March 1,2015(270 days from the effective date of this permit),begin submitting
discharge monitoring reports electronically using NC DWR's eDMR application system. See
Condition A.(3.).
2. Sample locations: E—Effluent,I—Influent
3. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the
permit.However,the Permittee shall continue to record and submit all values reported by a North Carolina
certified laboratory(including field certified),even if these values fall below 50 µg/L.
There shall be no discharge of floating solids or foam visible in other than trace amounts.
A. (2.) NUTRIENT REOPENER FOR HIGH ROCK LAKE
This permit may be reopened and modified to implement nutrient requirements in accordance with any
future TMDL and/or nutrient management strategy for High Rock Lake.
Page 3 of 6

•
Permit NC0070637
A. (3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
Proposed federal regulations require electronic submittal of all discharge monitoring.reports(DMRs)
and specify that, if a state does not establish a system to receive such submittals,then permittees must
submit DMRs electronically to the Environmental Protection Agency(EPA). The Division anticipates
that these regulations will be adopted and is beginning implementation in late 2013.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit(Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2.) Reporting
• Section D. (6.) Records Retention
• Reports
Monitoring
Section E. (5.)
1. Reporting[Supersedes Section D. (2.)and Section E.(5.)(a)1
Beginning no later than 270 days from the effective date of this permit,the permittee shall begin
reporting discharge monitoring data electronically using the NC DWR's Electronic Discharge
Monitoring Report(eDMR)internet application.
Monitoring results obtained during the previous month(s)shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. Until such time that the state's
eDMR application is compliant with EPA's Cross-Media Electronic Reporting Regulation
(CROMERR),permittees will be required to submit all discharge monitoring data to the state
electronically using eDMR and will be required to complete the eDMR submission by printing,
signing,and submitting one signed original and a copy of the computer printed eDMR to the
following address:
NC DENR/DWR/Information Processing Unit
ATTENTION: Central Files/eDMR
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the
facility being physically located in an area where less than 10 percent of the households have
broadband access,then a temporary waiver from the NPDES electronic reporting requirements may
be granted and discharge monitoring data may be submitted on paper DMR forms(MR 1, 1.1,2,3)
or alternative forms approved by the Director. Duplicate signed copies shall be submitted to the
mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be
submitted in writing to the Division for written approval at least sixty(60)days prior to the date the
facility would be required under this permit to begin using eDMR. Temporary waivers shall be
valid for twelve(12)months and shall thereupon expire. At such time,DMRs shall be submitted
electronically to the Division unless the permittee re-applies for and is granted a new temporary
waiver by the Division.
Page 4 of 6

Permit NC0070637
A.(3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS,continued
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr
Regardless of the submission method,the first DMR is due on the last day of the month following
the issuance of the permit or in the case of a new facility,on the last day of the month following the
commencement of discharge.
2. Signatory Requirements [Supplements Section B.(11.)(b)and supersedes Section B.(11.) (d)1
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part
II, Section B. (11.)(a)or by a duly authorized representative of that person as described in Part II,
Section B. (11.)(b). A person,and not a position,must be delegated signatory authority for eDMR
reporting purposes.
For eDMR submissions,the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North
Carolina's eDMR system,registering for eDMR and obtaining an eDMR user account,please visit
the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall
make the following certification[40 CFR 122.22]. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief true, accurate,
and complete. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
3. Records Retention [Supplements Section D.(6.)1
The permittee shall retain records of all Discharge Monitoring Reports,including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years from the
date of the report. This period may be extended by request of the Director at any time [40 CFR
122.41].
Page 5 of 6

Permit NC0070637
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Kurz Transfer Products WWTP 1 Facility
Location
USGS Quad Name:Welcome Lat.:35°54'47"
Receiving Stream:Reedy Creek Long.:80°19'50"
Stream Class:WS-IV North NPDES Permit NC0070637
Subbasin:Yadkin-Pee Dee 030704 Davidson County
Page 6 of 6

NPDES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days.These samples shall be representative of
the wastewater discharged during the sample period.
Act or"the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act(CWA),as amended,33 USC 1251,et.
seq.
Annual Average
The arithmetic mean of all"daily discharges"of a pollutant measured during the calendar year. In the case of fecal
coliform,the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system,which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day.However,for purposes of this permit,any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods:January through March,April through June,July through September,and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period.The
Director may designate the most appropriate method(specific number and size of aliquots necessary,the time interval
between grab samples,etc.)on a case-by-case basis. Samples may be collected manually or automatically.Composite
samples may be obtained by the following methods:
(1) Continuous:a single,continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume:a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection,or
(3) Variable time/constant volume:a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point.Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer,and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system,or
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(4) Constant time/constant volume:a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval.Use of this method requires prior approval by the Director.This method may only be
used in situations where effluent flow rates vary less than 15 percent.The following restrictions also apply:
A Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
> Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time<24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours;there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility.Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling.For pollutants measured in units of mass,the"daily discharge"is calculated as
the total mass of the pollutant discharged over the day.For pollutants expressed in other units of measurement,the
"daily discharge"is calculated as the average measurement of the pollutant over the day.(40 CFR 122.2;see also
"Composite Sample,"above.)
Daily Maximum
The highest"daily discharge"during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling.If sampling is required for all seven days of the week for any permit parameter(s),that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWO or"the Division"
The Division of Water Quality,Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit.Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N=the number of individual values.For purposes of
calculating the geometric mean,values of"0"(or"<[detection level]")shall be considered= 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes.Grab samples can be
collected manually.Grab samples must be representative of the discharge(or the receiving stream,for instream
samples).
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Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance.To the extent practical,instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average(concentration limit)
The arithmetic mean of all"daily discharges"of a pollutant measured during the calendar month.In the case of fecal
coliform or other bacterial parameters or indicators,the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average(concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property,damage to the treatment facilities which causes them to become inoperable,or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1)of the CWA.
Upset
An incident beyond the reasonable control of the Permittce causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements.An upset does not include noncompliance caused by
operational error,improperly designed treatment facilities,inadequate treatment facilities,lack of preventive
maintenance,or careless or improper operation.
Weekly Average(concentration limit)
The arithmetic mean of all"daily discharges"of a pollutant measured during the calendar week.In the case of fecal
coliform or other bacterial parameters or indicators,the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this permit.Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action;for permit termination,revocation and reissuance,or
modification;or denial of a permit renewal application[40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a)of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d)of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal,even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s]301,302,306,307,308,318 or 405 of the Act,or
any permit condition or limitation implementing any such sections in a permit issued under section 402,or any
requirement imposed in a pretreatment program approved under sections 402(a)(3)or 402(b)(8)of the Act,is
subject to a civil penalty not to exceed$37,500 per day for each violation.[33 USC 1319(d)and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301,302,306,307,308,318,or 405 of
the Act,or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act,or any requirement imposed in a pretreatment program approved under section 402(a)(3)or
402(b)(8)of the Act,is subject to criminal penalties of$2,500 to$25,000 per day of violation,or
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imprisonment of not more than 1 year,or both.In the case of a second or subsequent conviction for a negligent
violation,a person shall be subject to criminal penalties of not more than$50,000 per day of violation,or by
imprisonment of not more than 2 years,or both. [33 USC 1319(c)(1)and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections,or such conditions or limitations is subject to criminal
penalties of$5,000 to$50,000 per day of violation,or imprisonment for not more than 3 years,or both.In the
case of a second or subsequent conviction for a knowing violation,a person shall be subject to criminal
penalties of not more than$100,000 per day of violation,or imprisonment of not more than 6 years,or both.
[33 USC 1319(cX2)and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301,302,303,306,307,308,318 or 405 of the Act,or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury,shall,upon conviction,be subject to a fine of not more than$250,000 or imprisonment of not more than
15 years,or both.In the case of a second or subsequent conviction for a knowing endangerment violation,a
person shall be subject to a fine of not more than$500,000 or by imprisonment of not more than 30 years,or
both.An organization,as defined in section 309(cX3)(B)(iii)of the CWA,shall,upon conviction of violating
the imminent danger provision,be subject to a fine of not more than$1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law,a civil penalty of not more than$25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms,conditions,or requirements of a permit. [North
Carolina General Statutes§ 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301,302,
306,307,308,318 or 405 of this Act,or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act.Administrative penalties for Class I violations are not to
exceed$16,000 per violation,with the maximum amount of any Class I penalty assessed not to exceed
$37,500.Penalties for Class II violations are not to exceed$16,000 per day for each day during which the
violation continues,with the maximum amount of any Class II penalty not to exceed$177,500. [33 USC
1319(g)(2)and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment[40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on"Bypassing"(Part ll.C.4),"Upsets"(Part I1.C.5)and"Power Failures"
(Part II.C.7),nothing in this permit shall be construed to relieve the Permittee from any responsibilities,liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act,33 USC
1319.Furthermore,the Permittee is responsible for consequential damages,such as fish kills,even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities,liabilities,or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq.or Section 311 of the Federal Act,33 USG 1321.Furthermore,the Permittee is responsible for
consequential damages,such as fish kills,even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property,or any exclusive
privileges,nor does it authorize any injury to private property or any invasion of personal rights,nor any
infringement of Federal,State or local laws or regulations[40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable.If any provision of this permit,or the application of any provision of
this permit to any circumstances,is held invalid,the application of such provision to other circumstances,and the
remainder of this permit,shall not be affected thereby[NCGS 150B-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority,within a reasonable time,any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying,revoking and reissuing,or
terminating this permit or to determine compliance with this permit.The Permittee shall also furnish to the Permit
Issuing Authority upon request,copies of records required by this permit[40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit,the
Permittee must apply for and obtain a new permit[40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date.In order to receive automatic authorization to
discharge beyond the expiration date,the Permittee shall submit such information,forms,and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director.(The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.)[40 CFR 122.21(d)]Any Permittee that has not
requested renewal at least 180 days prior to expiration,or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration,will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et.seq.
11. Signatory Requirements
All applications,reports,or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer.For the purpose of this Section,a responsible
corporate officer means: (a)a president,secretary,treasurer or vice president of the corporation in charge
of a principal business function,or any other person who performs similar policy or decision making
functions for the corporation,or(b)the manager of one or more manufacturing,production,or operating
facilities,provided,the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations,and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations;the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements;and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,respectively;or
(3) For a municipality,State,Federal,or other public agency: by either a principal executive officer or
ranking elected official[40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a.above or by a duly authorized representative of that person.A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity,such as the position of plant manager,operator of a well or well field,
superintendent,a position of equivalent responsibility,or an individual or position having overall
responsibility for environmental matters for the company.(A duly authorized representative may thus be
either a named individual or any individual occupying a named position.);and
(3) The written authorization is submitted to the Permit Issuing Authority[40 CFR 122.22]
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c. Changes to authorization:If an authorization under paragraph(b)of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility,a new authorization
satisfying the requirements of paragraph(b)of this section must be submitted to the Director prior to or
together with any reports,information,or applications to be signed by an authorized representative[40 CFR
122.221
d. Certification.Any person signing a document under paragraphs a.or b.of this section shall make the following
certification[40 CFR 122.22].NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
"I certibl, 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 quaked personnel properly gather and
evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or
those persons directly responsible for gathering the information, the information submitted is,to the best of my
knowledge and belief true,accurate,and complete.I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified,revoked and reissued,or terminated for cause.The filing of a request by the
Permittee for a permit modification,revocation and reissuance,or termination,or a notification of planned changes
or anticipated noncompliance does not stay any permit condition[40 CFR 122.41(f)].
13. Permit Modification,Revocation and Reissuance,or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit,or terminating the permit as allowed by the laws,rules,and regulations
contained in Title 40,Code of Federal Regulations,Parts 122 and 123;Title 15A of the North Carolina
Administrative Code,Subchapter 02H.0100;and North Carolina General Statute 143.215.1 et.al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division.Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H.0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators,certified by the Water Pollution
Control System Operators Certification Commission(WPCSOCC),of the appropriate type and grade for the
system,and,for each classification must[T15A NCAC 08G.0201]:
a. designate one Operator In Responsible Charge(ORC)who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s)in Responsible Charge(Back-up ORCs)who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system,with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year;and
c. submit a signed completed"Water Pollution Control System Operator Designation Form"to the Commission
(or to the local health department for owners of subsurface systems)countersigned by the designated certified
operators,designating the Operator in Responsible Charge(ORC)and the Back-up Operator in Responsible
Charge(Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system;or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge(ORC)and Back-up Operator in Responsible Charge(Back-up ORC)
of the proper type and grade;or
➢ a vacancy in the position of Operator in Responsible Charge(ORC)or Back-up Operator in
Responsible Charge(Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility(or the Back-up ORC,when acting as surrogate for the ORC)must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system;the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G.0204.
The ORC of each Class II,III and IV facility(or the Back-up ORC,when acting as surrogate for the ORC)must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system;the treatment
facility must be visited at least five days per week,excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G.0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances)which are installed or used by the Permittee to achieve compliance with the conditions
of this permit.Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures.This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit[40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility,and all documentation required thereof,whether acting as a contract operator[subcontractor]or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit[40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations[40 CFR 122.41(mx2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded,but
only if it also is for essential maintenance to assure efficient operation.These bypasses are not subject to the
provisions of Paragraphs b.and c.of this section.
b. Notice[40 CFR 122.41(m)(3)]
(1) Anticipated bypass.If the Permittee knows in advance of the need for a bypass,it shall submit prior notice,
if possible at least ten days before the date of the bypass;including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass.The Permittee shall submit notice of an unanticipated bypass as required in Part
ILE.6.(24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass,unless:
(A)Bypass was unavoidable to prevent loss of life,personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass,such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime.This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance;and
(C) The Permittee submitted notices as required under Paragraph b.of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system-wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass,after considering its adverse effects,if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1)of this section.
5. Upsets
a. Effect of an upset[40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b.of
this condition are met.No determination made during administrative review of claims that noncompliance was
caused by upset,and before an action for noncompliance,is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset:Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate,through properly signed,contemporaneous operating logs,or other relevant
evidence that:
(1)An upset occurred and that the Permittee can identify the cause(s)of the upset;
(2)The Permittee facility was at the time being properly operated;and
(3)The Permittee submitted notice of the upset as required in Part ll.E.6.(b)of this permit.
(4)The Permittee complied with any remedial measures required under Part II.B.2.of this permit.
c. Burden of proof[40 CFR 122.41(n)(4)1: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids,sludges,filter backwash,or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission.The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge,including 40 CFR 503,Standards for the Use and Disposal of Sewage Sludge;40 CFR
Part 258,Criteria For Municipal Solid Waste Landfills;and 15A NCAC Subchapter 2T,Waste Not Discharged To
Surface Waters.The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards(as required by 1.5A NCAC 02H .0124)to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources,standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
1. Representative Sampling
Samples collected and measurements taken,as required herein,shall be representative of the permitted discharge.
Samples collected at a frequencyless than dailyshall be taken on a day and time that is representative of the
discharge for the period the sample represents.All samples shall be taken at the monitoring points specified in this
permit and,unless otherwise specified,before the effluent joins or is diluted by any other wastestream,body of
water,or substance.Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority[40 CFR 122.41(j)].
2. Reporting
monthreported on a
th s shall be summarized for each and
results obtained duringtheprevious momp
Monitoring month(s)
or alternative forms approved bythe
Monitoring Report(DMR)Form(MR 1 1.1,2,3)
monthly Discharge o g ep
Director,postmarked no later than the last calendar day of the month following the completed reporting period.
month followingthe issuance of the permit or in the case of a new
The first DMR is due on the last day of the
facility,on the last day of the month following the commencement of discharge.Duplicate signed copies of these,
and all other reports required herein,shall be submitted to the following address:
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•
NC DENR/Division of Water Quality/Surface Water Protection Section
ATTENTION:Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges.The
devices shall be installed,calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device.Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10%from the true discharge rates throughout the range of expected discharge
volumes.Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once-through condenser cooling water flow monitored by pump logs,or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division.Permittees should contact the Division's
Laboratory Certification Section(919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert)for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field-certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations(published pursuant to NCGS
143-215.63 et. seq.),the Water and Air Quality Reporting Acts,and to regulations published pursuant to Section
304(g),33 USC 1314,of the CWA(as amended),and 40 CFR 136;or in the case of sludge use or disposal,
approved under 40 CFR 136,unless otherwise specified in 40 CFR 503,unless other test procedures have been
specified in this permit[40 CFR 122.41].
To meet the intent of the monitoring required by this permit,all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure.If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements,then the most
sensitive(method with the lowest possible detection and reporting level)approved method must be used.
5. Penalties for Tampering
The CWA provides that any person who falsifies,tampers with,or knowingly renders inaccurate,any monitoring
device or method required to be maintained under this permit shall,upon conviction,be punished by a fine of not
more than$10,000 per violation,or by imprisonment for not more than two years per violation,or by both.If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than$20,000 per day of violation,or by imprisonment of not more than 4 years,
or both[40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Pemvttee's sewage sludge use
and disposal activities,which shall be retained for a period of at least five years(or longer as required by 40 CFR
503),the Permittee shall retain records of all monitoring information,including:
D. all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement,report or application.This period may be extended by request of the Director at any time[40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit,the Permittee shall record the
following information[40 CFR 122.41]:
a. The date,exact place,and time of sampling or measurements;
b. The individual(s)who performed the sampling or measurements;
c. The date(s)analyses were performed;
d. The individual(s)who performed the analyses;
e. The analytical techniques or methods used;and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director,or an authorized representative(including an authorized contractor acting as
a representative of the Director),upon the presentation of credentials and other documents as may be required by
law,to;
a. Enter,at reasonable times,upon the Permittee's premises where a regulated facility or activity is located or
conducted,or where records must be kept under the conditions of this permit;
b. Have access to and copy,at reasonable times,any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities,equipment(including monitoring and control equipment),practices,
or operations regulated or required under this permit;and
d. Sample or monitor at reasonable times,for the purposes of assuring permit compliance or as otherwise
authorized by the CWA,any substances or parameters at any location[40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit.The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility[40 CFR 122.41(1)].Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b);or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged.This notification applies to pollutants subject neither to effluent limitations in the permit,nor to
notification requirements under 40 CFR 122.42(a)(1);or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,and
such alteration,addition or change may justify the application of permit conditions that are different from or
absent in the existing permit,including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Pcrmittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit[40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61.The Director may condition approval in accordance with NCGS 143-215.1,in
particular NCGS 143-215.1(bX4)b.2.,and may require modification or revocation and reissuance of the permit,or
a minor modification,to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA[40 CFR 122.41(1)(3), 122.61]or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit[40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report(DMR)(See Part II.D.2)or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge,the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment.Any information shall be provided orally within 24
hours from the time the Pennittee became aware of the circumstances.A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances.The written submission
shall contain a description of the noncompliance,and its cause;the period of noncompliance,including exact
dates and times,and if the noncompliance has not been corrected,the anticipated time it is expected to
continue;and steps taken or planned to reduce,eliminate,and prevent reoccurrence of the noncompliance[40
CFR 122.41(lx6)].
b. The Director may waive the written report on a case-by-case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at(800)662-7956,[phone] or(919)733-3300.
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part 11.E.5 and 6.of this permit at the
time monitoring reports are submitted.The reports shall contain the information listed in Part 11.E.6.of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application,or submitted
incorrect information in a permit application or in any report to the Director,it shall promptly submit such facts or
information[40 CFR 122.410)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible,but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic,such as the dumping of the contents of a sludge
digester,the known passage of a slug of hazardous substance through the facility;or any other unusual
circumstances.
b. Any process unit failure,due to known or unknown reasons,that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps,aerators,compressors,etc.
c. Any failure of a pumping station,sewer line,or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.Also see reporting requirements for municipalities in Part N.C.2.c.of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2)or Section 308 of the Federal Act,33
USC 1318,all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division.As required by the Act,effluent data shall not be considered confidential.Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2)or in Section 309 of the Federal Act.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement,representation,or certification in
any record or other document submitted or required to be maintained under this permit,including monitoring
reports or reports of compliance or noncompliance shall,upon conviction,be punished by a fine of not more than
$25,000 per violation,or by imprisonment for not more than two years per violation,or by both[40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee(NCGS 143-215.1C).The
report shall summarize the performance of the collection or treatment system,as well as the extent to which the
facility was compliant with applicable Federal or State laws,regulations and rules pertaining to water quality.The
report shall be provided no later than sixty days after the end of the calendar or fiscal year,depending upon which
annual period is used for evaluation.
The report shall be sent to: •
NC DENR/Division of Water Quality/Surface Water Protection Section
ATTENTION:Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities,nor add to the plant's treatment
capacity,nor change the treatment process(es)utilized at the treatment plant unless(1)the Division has issued an
Authorization to Construct(AtC)permit or(2)the Permittee is exempted from such AtC permit requirements
under Item b.of this Section.
b. In accordance with NCGS 143-215.1(a5)[SL 2011-394],no permit shall be required to enter into a contract for the
construction,installation,or alteration of any treatment work or disposal system or to construct,install,or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat,equalize,neutralize,stabilize,recycle,or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above,the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall,upon written notice from the Director,conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe(40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge,on a routine or frequent basis,of
any toxic pollutant which is not limited in the permit,if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter(100 µg/L);
(2) Two hundred micrograms per liter(200 µg/L)for acrolein and acrylonitrile;five hundred micrograms per liter
(500 µg/L)for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol;and one milligram per liter(1 mg/L)for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge,on a non-routine or infrequent
basis,of a toxic pollutant which is not limited in the permit,if that discharge will exceed the highest of the
following"notification levels";
(1) Five hundred micrograms per liter(500 µg/L);
(2) One milligram per liter(1 mg/L)for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit.The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
. SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit,the following defmitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non-domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b),(c)or(d)of the CWA. [40 CFR 403.3(i)and(j)and 15A NCAC 02H.0903(bx11)]
Interference
Inhibition or disruption of the POTW treatment processes;operations;or its sludge process,use,or disposal which
causes or contributes to a violation of any requirement of the Permittee's(or any satellite POTW's if different from the
Permittee)NPDES,collection system,or non-discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes,regulations,or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which,alone or with
discharges from other sources,causes a violation,including an increase in the magnitude or duration of a violation,of
the Permittee's(or any satellite POTW's,if different from the Permittee)NPDES,collection system,or non-discharge
permit.[15A NCAC 02H.0903(b)(23)]
Publicly Owned Treatment Works(POTW)
A treatment works as defined by Section 212 of the CWA,which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage,treatment,recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature.It also includes the collection system,as defined in 15A NCAC 2T
.0402,only if it conveys wastewater to a POTW treatment plant.The term also means the local government
organization,or municipality,as defined in section 502(4)of the CWA,which has jurisdiction over indirect discharges
to and the discharges from such a treatment works.In this context,the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges.This second type of
POTW may be referred to as a"satellite POTW organization." [15A NCAC 02H.0903(b)(26)]
"Significant Industrial User"or"SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that[15A NCAC 02H
.0903(bX33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW(excluding sanitary,
noncontact cooling and boiler blowdown wastewaters);or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non-discharge permitted
flow limit or organic capacity of the POTW treatment plant.In this context,organic capacity refers to BOD,TSS
and ammonia;or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471;or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement,or the POTW's effluent
limitations and conditions in its NPDES or non-discharge permit,or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H.0907(b),the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement,the POTW's effluent limitations and
conditions in its NPDES or non-discharge permit,or to limit the POTW's sludge disposal options,and thus is not a
Significant Industrial User(SIU);or
6. Subject to approval under 15A NCAC 02H.0907(b),the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2)and thus is a
non-significant categorical Industrial User.
Section B. Publicly Owned Treatment Works(POTTWs)
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All POTWs must provide adequate notice to the Director of the following[40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger,regardless of the means of
transport,which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph,adequate notice shall include information on(1)the quality and quantity of effluent
introduced into the POTW,and(2)any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit.Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge.At such time as sufficient information
becomes available to establish limitations for such pollutants,this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H.0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system[40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW,including,but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW,but in no case discharges with pH lower
than 5.0,unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant,including oxygen demanding pollutants(BOD,etc.)released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference,but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C(104°F)
unless the Division,upon request of the POTW,approves alternate temperature limits;
(6) Petroleum oil,non-biodegradable cutting oil,or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases,vapors,or fumes within the POTW in a quantity that
may cause acute worker health and safety problems;or
(8) Any trucked or hauled pollutants,except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW,including slug loads and other
unusual discharges,which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances.A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances.The written submission shall contain a description of the discharge;the
investigation into possible sources;the period of the discharge,including exact dates and times;if the
discharge has not ceased,the anticipated time it is expected to continue;and steps taken or planned to reduce,
eliminate,and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit,it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards(40 CFR,Part 403)to ensure compliance by
the Permittee with all applicable effluent limitations.Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User(IU)discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b)of the Act as amended(which includes categorical standards and
specific local limits,best management practices and narrative requirements).Prior to accepting wastewater from
any Significant Industrial User(SIU),the Permittee shall either develop and submit to the Division a new
Pretreatment Program or,as necessary,a modification of an existing Pretreatment Program,for approval as
required under section D below as well as 15A NCAC 02H.0907(a)and(b).[40 CFR 122.44(j)(2)]
5. This permit shall be modified,or alternatively,revoked and reissued,to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402(b)(8)of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program,as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307(b)and(c)and 402(b)(8)of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14)and implementing regulations 15A NCAC 02H.0900,and in accordance
with the approved pretreatment program,all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.44(j)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(bx8)of the CWA,40
CFR 403, 15A NCAC 02H.0900,and the legal authorities,policies,procedures,and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements.Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H.0903 and 40 CFR 403.3.
1. Sewer Use Ordinance(SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 02H.0903(b)(32), .0905 and.0906(b)(1);40 CFR 403.8(f)(1)and 403.9(b)(1)and(2)]
2. Industrial Waste Survey(IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant,as required by 40 CFR 403.8(f)(2)(i-iii)and 15A NCAC 02H.0905[also 40 CFR 122.44(j)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU.Where the Permittee accepts wastewater from one or more satellite POTWs,the
IWS for the Permittee shall address all satellite POTW services areas,unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program.The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years,and as
required by the Division.The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c.of this Part.[15A NCAC 02H.0903(b)(13),.0905 and.0906(b)(2);40 CFR 403.8(f)(2)and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division-approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis(HWA)for the development of specific pretreatment
local limits.Effluent data from the Plan shall be reported on the DMRs(as required by Parts ll.D and II.E.5.). [I5A
NCAC 02H.0903(b)(16), .0906(b)(3)and.0905]
4. Headworks Analysis(HWA)and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years,and as required by the
Division.Within 180 days of the effective date of this permit(or any subsequent permit modification)the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits(i.e.,an
updated HWA or documentation of why one is not needed)[40 CFR 122.44].The Permittee shall develop,in
accordance with 40 CFR 403.5(c)and 15A NCAC 02H.0909,specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a)and(b)and 15A NCAC 02H.0909.Pursuant to 40 CFR 403.5,local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 021-1.0903(b)(10),.0905,and
.0906(b)(4)]
5. Industrial User Pretreatment Permits(1UP)&Allocation Tables
In accordance with NCGS 143-215.1,the Permittee shall issue to all Significant Industrial Users,permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works.These
permits shall contain limitations,sampling protocols,reporting requirements,appropriate standard and special
conditions,and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements.The
Pcrmittee shall maintain a current Allocation Table(AT)which summarizes the results of the HWA and the limits
from all IUPs.Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.[15A NCAC 02H.0906(b)(6),.0909,.0916,and.0917;40 CFR 403.5,403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct(AtC)
The Permittee shall ensure that an Authorization to Construct permit(AtC)is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility.Prior to the issuance of an AtC,the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit(IUP)limitations. [15A NCAC 02H.0906(b)(7)and.0905;NCGS 143-
215.1(aX8)]
7. POTW Inspection&Monitoring of their Ws
The Permittee shall conduct inspection,surveillance,and monitoring activities as described in its Division
approved pretreatment program in order to determine,independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H.0908(e);40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users(SIUs)at least once per calendar year;
b. Sample all Significant Industrial Users(SIUs)at least once per calendar year for all SIU permit-limited
parameters including flow except as allowed under 15A NCAC.0908(e);and
c. At least once per year,document an evaluation of any non-significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(vX2),and either continue or revoke the designation as non-
significant.
8. IU Self Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division-approved pretreatment program,the industry's pretreatment permit,or in 15A
NCAC 02H.0908. [15A NCAC 02H.0906(bX5)and.0905;40 CFR403.8(f)(1)(v)and(2)(iii);40 CFR
122.44(j)(2)and 40 CFR 403.12]
9. Enforcement Response Plan(ERP)
The Pcrmittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b)and(c)of the CWA(40 CFR 405 et.seq.),prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H.0909,specific local limitations,and other pretreatment
requirements.All remedies,enforcement actions and other,shall be consistent with the Enforcement Response
Plan(ERP)approved by the Division.[15A NCAC 02H.0903(b)(7),.0906(b)(8)and.0905;40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports(PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H.0908.In lieu of submitting annual
reports,Modified Pretreatment Programs developed under 15A NCAC 02H.0904(b)may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs,the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR)describing its pretreatment activities over the previous calendar year to the Division at the following
address:
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NC DENR/Division of Water Quality/Surface Water Protection Section
Pretreatment,Emergency Response,and Collection Systems(PERCS)Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken,or proposed,by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary(PPS)
A pretreatment program summary(PPS)on forms or in a format provided by the Division;
c. Significant Non-Compliance Report(SNCR)
A list of Industrial Users(IUs)in significant noncompliance(SNC)with pretreatment requirements,and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms(IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users(SIUs).These
analytical results must be reported on Industrial Data Summary Forms(IDSF)or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table,new or modified enforcement compliance schedules,public notice of
His in SNC,a summary of data or other information related to significant noncompliance determinations for
Ws that are not considered SIUs,and any other information,upon request,which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users(Ws)that were in significant noncompliance(SNC)
as dcfmed in the Permittee's Division-approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period.This list shall be published within four months of the
applicable twelve-month period.[15A NCAC 02H.0903(b)(34),.0908(b)(5)and.0905 and 40 CFR
403.8(f)(2Xviii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results,along with
support information including general records,water quality records,and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H.09080).[15A
NCAC 02H.0908(f);40 CFR.403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program.and retain a written description of those current levels of inspection. [15A NCAC 02H
.0906(b)(9)and(10)and.0905;40 CFR 403.8(f)(3),403.9(bX3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications,POTW
monitoring of their Significant Industrial Users(SIUs),and Monitoring Plan modifications,shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H.0114 and 15A NCAC 02H.0907.
Version 11/09/2011

♦r WithersRavenel
Our People.Your Success.
APPENDIX C
REEDY CREEK FLOW STATISTICS
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

Rehak, Elise
From: Weaver,John <[e-mail]>
Sent: Monday, November 26, 2018 5:24 PM
To: Rehak, Elisa
Cc: Akers,John;John C Weaver
Subject: Response from USGS concerning...Re: [EXTERNAL] NPDES Permit Flow Statistics for Reedy Creek-
Kurz Transfer Products
Ms. Rehak,
In response to your inquiry about the low-flow characteristics(7Q10,30Q2,average annual discharge)for a location on Reedy Creek
immediately downstream from NC Highway 150 near Reedy Creek in northwestern Davidson County,the following information is provided:
A check of the low-flow files here at the USGS South Atlantic Water Science Center(Raleigh office)does not indicate a previous low-flow
determination for the point of interest,identified by the lat/long coordinates(35 54 47 N//80 19 50 W)confirmed by your email dated
November 16,2018. However,the low-flow files do indicate previous low-flow determinations at nearby locations in the Reedy Creek
basin,based on transfer of flow characteristics from nearby index sites.
No USGS discharge records are known to exist for the point of interest. However,there are USGS records of continuous discharge that
were briefly collected at an upstream location on Reedy Creek near Yadkin College(station id 02116000,drainage area 12.1 sqmi,period of
record 1940-42,source https://pubs.usgs.gov/circ/1972/0652/report.pdf).
In the absence of site-specific discharge records sufficient for a low-flow analysis,estimates of low-flow characteristics at ungaged locations
are determined by assessing a range in the low-flow yields(expressed as flow per square mile drainage area,of cfsm)at nearby sites where
such estimates have previously been determined.
A basin delineation completed using the online USGS StreamStats application for North Carolina
(http://water.usgs.gov/osw/streamStats/north carolina.html)indicates the drainage area for the point of interest(35.91317,-80.33056
NAD83)is 18.6 sqmi.
For streams in Davidson County,low-flow characteristics published by the USGS are provided in the following reports:
(1)The first is a statewide report completed in the early 1990's. It is USGS Water-Supply Paper 2403,"Low-flow characteristics of streams
in North Carolina"(Giese and Mason,1993). An online version of the report is available at http://pubs.usgs.gov/wsp/2403/report.pdf. The
report provides the low-flow characteristics(based on data through 1988)via regional relations and at-site values for sites with drainage
basins between 1 and 400 sqmi and not considered or known to be affected by regulation and/or diversions.
(2)The second is a statewide report published in March 2015. It is USGS Scientific Investigations Report 2015-5001,"Low-flow
characteristics and flow-duration statistics for selected USGS continuous-record streamgaging stations in North Carolina through 2012"
(Weaver,2015). The report is available online at http://pubs.usgs.gov/sir/2015/5001/. The report provides updated low-flow
characteristics and flow-duration statistics for 266 active(as of 2012 water year)and discontinued streamgages across the state where a
minimum of 10 climatic years discharge records were available for flow analyses.
Inspection of the above reports indicates the presence of nine(9)selected nearby USGS partial-record sites(5)and continuous-record
streamgages(4)in the vicinity of the point of interest where low-flow characteristics were published. Among these 9 sites,the low-flow
discharge yields for the indicated flow statistics are as follows:
Annual 7010 low-flow yields==>from 0.01 to 0.28 cfsm(average about 0.11 cfsm,median about 0.1 cfsm)
Annual 30Q2 low-flow yields==>from 0.08 to 0.51 cfsm(average about 0.27 cfsm,median about 0.25 cfsm)
Average annual discharge yields==>from 0.9 to 1.24 cfsm(average about 1.01 cfsm,median about 1 cfsm)
Application of the above range in yields to the drainage area(18.6 sqmi)for the point of interest results in the following estimated low-flow
discharges:
1

Annual 7Q10 discharges==>from about 0.19 to 5.2 cfs(average about 2.0 cfs,median about 1.9 cfs)
Annual 30Q2 discharges==>from about 1.5 to about 9.5 cfs(average about 5.0 cfs,median about 4.7 cfs)
Average annual discharge==>from 16.7 to 23.0 cfs(average about 18.8 cfs,median at 18.6 cfs)
Please note the estimated flows are provided in units of cubic feet per second(cfs).
Please understand the information provided in this message is based on a preliminary assessment and considered provisional,subject to
revision pending further analyses.
Hope this information is helpful.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist,PE Email:icweaver(&usas.aov
USGS South Atlantic Water Science Center Online:lrttps://www.usas,aov/centers/sa-water
North Carolina-South Carolina-Georgia
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone:[phone] // Fax:[phone]
On Fri, Nov 9,2018 at 11:11 AM Rehak, Elisa<[e-mail]>wrote:
John,
I am in the process of renewing a NPDES permit for Kurz Transfer Products located at 4939 N, NC Highway 150
Lexington, NC. I am requesting low flow data (summer and winter 7Q10,average flow,and 30Q2 flow statistics)for
Reedy Creek(see coordinates below)which is in the Yadkin-Pee Dee River Basin.The existing NPDES effluent limit set
by the permit is 1,500 GPD and we are requesting to increase it to 5,000 GPD.The existing permit is attached.
Coordinates:
(35.913248,-80.333485)
Best,
Elise Rehak, El
2

11• WithersRavenel
Our People.Your Success.
APPENDIX D
FEMA FLOODPLAIN MAP
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

Natio II Flood Hazard Layer FIRMetti_ 1Z FEMA Legend
35°55'8.32"N SEE EIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
., " Without Base Flood Elevation(BFE)
° °nenv-age
! 1B .< SPECIAL FLOOD With BFE or Depth zone 4E.40.AH VE,AR
# HAZARD AREAS Regulatory Floodway
tFr
)1 p2 a 0.2%Annual Chance Flood Hazard,Areas
P{ � ,,..'' ', f of 1%annual chance flood with average
ti " '+r depth less than one foot or with drainage
.. -* . areas of less than one square mile
Future Conditions 1%Annual
- AR�'F MINIMAL FL 0(:)[' H A:AF,E} ` ". Chance Flood Hazard zone x
i ZQr7B X Area with Reduced Flood Risk due to
;
.. ". -..,.�. "' y.
OTHER AREAS OF Levee.SeeNotes. o
t FLOOD HAZARD Area with Flood Risk due to Leveez,.
A Ito SCREEN] Area of Minimal Flood Hazard zone x
p Effective LOMRs
- .
t' 4 ,. OTHER AREAS Area of Undetermined Flood Hazard'one o
, 0 1/ � GENERAL - Channel.Culvert,or Storm Sewer
„� # - "' STRUCTURES 1 1 1 1 1 1 1 Levee,Dike,or Floodwall
0"
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17•5 Water Surface Elevation
1 I L 'S' 'I 1 i I III 1 # . o- - -- Coastal Transect
+i• v *'e .--._ Base Flood Elevation Line(BFE)
� Limit of Study
'.e,.. r"
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37106708001�' 1. OTHER _ Profile Baseline
`' FEATURES
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• i u.l \ . ,,. ,a. +IR. fl Digital Data Available
N
No Digital Data Available
MAP PANELS unmapped
0 The pin displayed on the map is an approximate
point selected by the user and does not represent
%.:;,. an authoritative property location.
This map complies with FEMA's standards for the use of
.,,.";') digital flood maps if it is not void as described below.
s " ` -`. " The basemap shown complies with FEMA's basemap
, accuracy standards
J.+ r a ` Air i .. \ i The flood hazard information is derived directly from the
v authoritative NFHL web services provided by FEMA.This map
t , _
arm f�' was exported on 1�/15;2018 at 2.37:12 PM and does not
t reflect changes or amendments subsequent to this date and
a "• _ m time.The NFHL and effective information may change or
7t', f`« Air o become superseded by new data over time.
- cli f v,, "'_, / ! c: This map image is void if the one or more of the following map
"_ `M" % d► '� rt 4' 1 // .- A elements do not appear:basemap imagery,flood zone labels.
�. USGS The National Map'Orthoimagery. Data=refr tit'I irctober 2017. * legend.scale bar,map creation date,community identifiers,
35°54'39.19"N FIRM panel number.and FIRM effective date.Map images for
Feet 1•6,OOO unmapped and unmodernized areas cannot be used for
0 250 500 1,000 1,500 2,000
regulatory purposes.

WithersRavenel
pp Our People.Your Success.
APPENDIX E
DISCHARGE MONITORING REPORT (DMR)
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

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Highlighted areas indicate permit limits were exceeded. See notes for more details.
Note 1 BOD High due to Clorox being used on floors. Practice stopped.
Note 2 on Feb.11 both#1&#2 re-circulation pumps for Waste Water treatment system down and inoperative.A plumber was called and I return to the plant on February 12th,plumber
returned the following day on the 13th and replaced one pump and was able to get the second pump running,that pump was probably plugged with debris coming from septic
tank.For weeks local flooding contributed to dislodging solids,wrappers,paper towels from septic tank into re-circulation tank and somehow to final Eff Tank.We had one load
removed from effluent tank to clean it up.I chose not to sample at other times that I came,because tank was flooded with Muddy River water etc...System eventually
reestablished itself as seen in some lab results.
Up-to-date;both pumps are running,long periods of local flooding has subsided,you and I are meeting with Gregg Tuesday and septic tank is being cleaned out this week.
Note 3 Notified Gregg with Kurz and could not find any issues in house that may have caused the high BOD on 11-9-16.Collected one extra BOD for the month for a total of 3 BOD's in
total for month.
Note 4 Communications have been maintained with Gregg Dellinger,EHS Manager at Kurz Transfer Products in Davidson County in regard to the WWTP and its performance on a
regular basis.We have discussed hydraulic and organic loading,possibility of toxic loading,ground water infiltration,Iron bacteria issues in final Effluent tank and other tanks,
solids entering recirculation tank from septic tank,adjustment of timers,tilling and raking of sand and the addition of soda ash in house by Kurz personal to keep the pH up.We
have had tanks cleaned and pumped on a regular basis.We've also had Gary Hudson with DEQ Regional office come out in the past to help us with any suggestions to improve
the operations of the WWTP.
A study of the system by a private firm has been proposed and soon to be scheduled.
Note 5 It has been recommended by ORC that soda ash be added at head of WWTP via toilet etc,3 times weekly in order to keep pH basic in the WWTP process and treatment.
Note 6 Receiving waters flooding&backing up system may have caused septic tank to burp/discharge solids into recirculation&final eff tank.We had final eff tank cleaned out.
Possible iron bacteria also visible in tanks.
Note 7 We are not sure what the cause may have been that caused high results on 6-8-18,resulting in a non-compliance.
We had septic tank&recalculation tank pumped&cleaned.
Kurz personnel helped take extra samples.
Note 8 *Daily BOD exceeded 8-16-18.
Kurz Transfer Inc.is directly working with engineering firm on plans to purchase&install new WWTP,that will replace most if not all of current WWTP.This is in order to
meet current and future loading demands.
We had some type of influent interference or possible power surge that may have damaged circuitry&in good faith collected extra samples&had electricians check electronic
panel.
1/1 Kurz Plant Performance 11/20/2018

110 WithersRavenel
Our People.Your S-.ccess,
APPENDIX F
WATER USE SUMMARY
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

Water Acc#81-177-00
Davidson Water
4939 N NC HWY 150
Date Gallons Per Day Average
2/3/2014 132,310.00 4,410.33
3/3/2014 71,870.00 2.395.67
4/3/2014 96,020.00 3,200.67
5/2/2014 123,280.00 4,109.33
6/2/2014 103,810.00 3,460.33
7/2/2014 129,840.00 4.328.00
8/1/2014 106,700.00 3,556.67
9/2/2014 102,730.00 3.424.33
10/2/2014 111,510.00 3,717.00
11/2/2014 103,040.00 3,434.67
12/2/2014 91,550.00 3,051.67
1/2/2015 92,340.00 3,078.00
2/2/2015 106,240.00 3,541.33
3/2/2015 85,180.00 2.839.33
4/2/2015 100,400.00 3,346.67
5/2/2015 77,440.00 2.581.33
6/2/2015 107,200.00 3,573.33
7/2/2015 91,540.00 3.051.33
8/3/2015 108,920.00 3,630.67
9/5/2015 150,440.00 5,014.67
10/5/2015 113,380.00 3,779.33
11/5/2015 98,230.00 3,274.33
12/5/2015 107,950.00 3,598.33
1/4/2016 71,070.00 2,369.00
2/2/2016 91,560.00 3,052.00
3/2/2016 82,610.00 2.753.67
4/2/2016 84,450.00 2,815.00
5/2/2016 79,530.00 2,651.00
6/2/2016 99,280.00 3,309.33
7/1/2016 105,150.00 3,505.00
8/1/2016 96,420.00 3,214.00
9/1/2016 112,950.00 3.765.00
10/1/2016 93,150.00 3,105.00
11/1/2016 114,260.00 3.808.67
12/1/2016 96,790.00 3,226.33
1/1/2017 80,440.00 2.594.84
2/2/2017 67,710.00 2,418.21
3/2/2017 97,570.00 3,147.42
4/2/2017 72,270.00 2,409.00
5/2/2017 79,660.00 2,569.68
6/2/2017 70,030.00 2,334.33
7/2/2017 113,930.00 3,675.16
8/2/2017 69,460.00 2,240.65
9/2/2017 90,580.00 3,019.33
1/1 Water Use 10/31/2017

DATE Reading(x100) "Daily" Use Week Daily Avg. Cummulative Total
(Gallons) (Gallons) (Gals.)
*Each Week Starts on Saturday
5/30/2017 -
6/1/2017 43 4,300
6/2/2017 63 2,000
Week 1 6,300 1,575 6,300
6/5/2017 102 3,900
6/6/2017 116 1,400
6/7/2017 116 -
6/8/2017 140 2,400
6/9/2017 159 1,900
Week 2 9,600 1,371 15,900
6/12/2017 227 6,800
6/13/2017 260 3,300
6/14/2017 283 2,300
6/15/2017 317 3,400
6/16/2017 337 2,000
Week 3 17,800 2,543 33,700
6/19/2017 337 -
6/20/2017 337 -
6/21/2017 438 10,100
6/22/2017 446 800
6/23/2017 455 900
Week 4 11,800 1,686 45,500
6/26/2017 485 3,000
6/27/2017 496 1,100
6/28/2017 506 1,000
6/29/2017 512 600
6/30/2017 519 700
Week 5 6,400 914 51,900
7/3/2014 547 2,800
7/4/2014 547 -
7/5/2014 559 1,200
7/6/2014 577 1,800
7/7/2014 585 800
Week 6 6,600 943 58,500
7/10/2017 622 3,700
7/11/2017 637 1,500
7/12/2017 651 1,400
7/13/2017 664 1,300
Week 7 7,900 1,317 66,400
7/17/2017 701 3,700
7/18/2017 713 1,200
7/19/2017 721 800
7/20/2017 729 800
7/21/2017 733 400
1/2 Water for Steam 10/31/2017

Week 8 6,900 863 73,300
7/24/2017 766 3,300
7/25/2017 775 900
7/26/2017 787 1,200
7/27/2017 799 1,200
7/28/2017 799 -
7/31/2017 868 6,900
Week 9 13,500 1,688 86,800
Week 10 No Readings Taken
8/7/2017 923 5,500
8/8/2017 931 800
8/9/2017 947 1,600
8/10/2017 960 1,300
Week 11 9,200 920 96,000
8/14/2017 1,006 4,600
8/15/2017 1,016 1,000
8/16/2017 1,028 1,200
8/17/2017 1,033 500
8/18/2017 1,052 1,900
Week 12 9,200 1,840 105,200
Week 13 No Readings Taken
8/28/2017 1,196 14,400
8/29/2017 1,201 500
8/30/2017 1,210 900
8/31/2017 1,218 800
9/1/2017 1,226 800
Week 14 17,400 1,243 122,600
9/5/2017 1,252 2,600
9/6/2017 1,263 1,100
9/7/2017 1,263 -
9/8/2017 1,278 1,500
Week 15 5,200 743 127,800
Week 16 No Readings Taken
1 9/18/2017 1,355 7,700
9/19/2017 1,370 1,500
9/20/2017 1,375 500
9/21/2017 1,381 600
9/22/2017 1,388 700
Week 17 11,000 786 138,800
Week 18 No Readings Taken
10/2/2017 1,488 10,000
10/3/2017 1,496 800
10/4/2017 1,506 1,000
10/5/2017 1,515 900
10/6/2017 1,524 900
Week 19 13,600 971 152,400
Daily Average 1,181
2/2 Water for Steam 10/31/2017

DI Water
Week 1
Date KG (Liters) Gallons
5/30/2017 43.383 11.46
43.831 11.58
282.485 74.63
Total Gallons 97.67
5/31/2017 89.103 23.54
237.609 62.78
116.312 30.73
237.609 62.78
113.776 30.06
237.609 62.78
118.812 31.39
Total Gallons 304.05
6/1/2017 211.844 55.97
43.831 11.58
237.609 62.78
118.812 31.39
Total Gallons 161.72
6/2/2017 97.514 25.76
282.458 74.63
211.844 55.97
Total Gallons 156.36
Week 1 Daily Average 179.95
Week 2
Date KG (Liters) Gallons
6/3/2017 211.844 55.97
118.812 31.39
210.369 55.58
118.812 31.39
211.844 55.97
211.844 55.97
Total Gallons 286.27
6/4/2017 52.961 13.99
237.609 62.78
211.844 55.97
39.444 10.42
35.307 9.33
52.961 13.99
237.609 62.78
97.514 25.76
237.609 62.78
1/9 DI Water 8/9/2017

118.812 31.39
Total Gallons 349.19
6/5/2017 178.207 47.08
113.766 30.06
109.644 28.97
193.057 51.01
118.812 31.39
237.609 62.78
Total Gallons 251.28
6/6/2017 193.057 51.01
178.207 47.08
97.514 25.76
118.812 31.39
237.609 62.78
193.057 51.01
118.812 31.39
Total Gallons 300.41
6/7/2017 118.812 31.39
237.609 62.78
178.207 47.08
282.456 74.62
44.552 11.77
Total Gallons 227.64
6/8/2017 178.207 47.08
282.458 74.63
97.514 25.76
118.812 31.39
237.609 62.78
211.844 55.97
Total Gallons 297.61
6/9/2017 237.609 62.78
97.514 25.76
52.961 13.99
237.609 62.78
118.812 31.39
Total Gallons 196.70
Week 2 Daily Average 272.73
Week 3
Date KG (Liters) Gallons
6/10/2017 237.609 62.78
237.609 62.78
118.812 31.39
211.844 55.97
174.904 46.21
2/9 DI Water 8/9/2017

Total Gallons 259.12
6/11/2017 118.812 31.39
237.609 62.78
282.458 74.63
97.514 25.76
118.812 31.39
282.458 74.63
237.609 62.78
Total Gallons 363.35
6/12/2017 118.812 31.39
237.609 62.78
148.506 39.24
52.961 13.99
97.514 25.76
Total Gallons 173.16
6/13/2017 118.812 31.39
237.609 62.78
282.458 74.63
Total Gallons 168.79
6/14/2017 323.012 85.34
282.458 74.63
323.012 85.34
156.228 41.28
29.293 7.74
Total Gallons 294.32
6/16/2017 343.2 90.67
282.458 74.63
282.458 74.63
20.791 5.49
40.377 10.67
42.705 11.28
Total Gallons 267.37
6/17/2017 118.812 31.39
20.791 5.49
237.609 62.78
97.514 25.76
343.2 90.67
Total Gallons 216.10
Week 3 Daily Average 248.89
Week 4
Date KG (Liters) Gallons
6/18/2017 237.609 62.78
343.2 90.67
Total Gallons 153.45
3/9 DI Water 8/9/2017

6/19/2017 60.565 16.00
178.207 47.08
60.565 16.00
161.506 42.67
60.565 16.00
Total Gallons 137.76
6/20/2017 141.318 37.34
237.609 62.78
118.812 31.39
237.609 62.78
Total Gallons 194.28
6/21/2017 97.514 25.76
237.609 62.78
210.369 55.58
118.812 31.39
Total Gallons 175.51
6/22/2017 93.998 24.83
210.369 55.58
118.812 31.39
44.552 11.77
39.444 10.42
97.514 25.76
Total Gallons 159.76
6/23/2017 237.609 62.78
44.552 11.77
118.812 31.39
237.609 62.78
39.444 10.42
44.552 11.77
Total Gallons 190.91
6/24/2017 237.609 62.78
118.812 31.39
97.514 25.76
156.228 41.28
Total Gallons 161.21
Week 4 Daily Average 167.55
Week 5
Date KG (Liters) Gallons
6/25/2017 118.812 31.39
237.609 62.78
29.293 7.74
237.609 62.78
Total Gallons 164.68
6/26/2017 237.609 62.78
97.514 25.76
4/9 DI Water 8/9/2017

237.609 62.78
156.228 41.28
43.831 11.58
43.831 11.58
319.28 84.35
29.293 7.74
Total Gallons 307.84
6/27/2017 118.812 31.39
156.228 41.28
319.28 84.35
319.28 84.35
Total Gallons 241.37
6/28/2017 237.609 62.78
319.28 84.35
Total Gallons 147.13
6/29/2017 237.609 62.78
239.46 63.27
319.28 84.35
237.609 62.78
148.515 39.24
Total Gallons 312.41
6/30/2017 97.514 25.76
237.609 62.78
237.609 62.78
118.812 31.39
89.103 23.54
Total Gallons 206.25
7/1/2017 210.369 55.58
282.458 74.63
97.514 25.76
237.609 62.78
118.812 31.39
211.844 55.97
97.514 25.76
118.812 31.39
Total Gallons 363.26
Week 5 Daily Average 248.99
Week 6
Date KG (Liters) Gallons
7/2/2017 39.444 10.42
237.609 62.78
118.332 31.26
237.609 62.78
44.552 11.77
118.812 31.39
5/9 DI Water 8/9/2017

Total Gallons 210.40
7/3/2017 52.961 13.99
237.609 62.78
237.609 62.78
118.812 31.39
52.961 13.99
97.514 25.76
Total Gallons 210.69
7/5/2017 323.012 85.34
211.844 55.97
323.012 85.34
Total Gallons 226.65
7/6/2017 343.2 90.67
118.812 31.39
237.609 62.78
141.229 37.31
Total Gallons 222.15
7/7/2017 237.609 62.78
93.998 24.83
97.514 25.76
Total Gallons 113.37
7/8/2017 237.609 62.78
343.2 90.67
343.2 90.67
237.609 62.78
118.812 31.39
Total Gallons 338.29
Week 6 Daily Average 220.26
Week 7
Date KG (Liters) Gallons
7/9/2017 343.2 90.67
Total Gallons 90.67
7/10/2017 343.2 90.67
52.961 13.99
163.063 43.08
52.961 13.99
Total Gallons 161.74
7/11/2017 29.293 7.74
3.019 0.80
323.012 85.34
Total Gallons 93.88
7/12/2017 133.663 35.31
59.865 15.82
163.063 43.08
Total Gallons 94.21
6/9 DI Water 8/9/2017

7/13/2017 319.28 84.35
237.609 62.78
319.28 84.35
237.609 62.78
97.514 25.76
Total Gallons 320.02
7/14/2017 319.28 84.35
116.812 30.86
319.28 84.35
237.609 62.78
118.812 31.39
Total Gallons 293.74
7/15/2017 237.609 62.78
319.28 84.35
237.605 62.78
118.812 31.39
Total Gallons 241.30
Week 7 Daily Average 185.08
Week 8
Date KG (Liters) Gallons
7/16/2017 237.609 62.78
44.552 11.77
237.609 62.78
97.514 25.76
118.812 31.39
Total Gallons 194.48
7/17/2017 282.458 74.63
282.458 74.63
282.458 74.63
44.552 11.77
44.552 11.77
44.452 11.74
319.28 84.35
Total Gallons 343.52
7/18/2017 239.46 63.27
118.812 31.39
60.565 16.00
282.458 74.63
Total Gallons 185.28
7/19/2017 237.609 62.78
59.406 15.70
Total Gallons 78.47
7/20/2017 142.558 37.66
44.552 11.77
319.28 84.35
7/9 DI Water 8/9/2017

44.552 11.77
29.293 7.74
319.28 84.35
118.812 31.39
Total Gallons 269.04
7/21/2017 163.063 43.08
319.28 84.35
29.293 7.74
29.293 7.74
Total Gallons 142.91
7/22/2017 97.514 25.76
282.458 74.63
282.458 74.63
319.28 84.35
136.7 36.12
Total Gallons 295.48
Week 8 Daily Average 215.60
Week 9
Date KG (Liters) Gallons
7/23/2017 282.456 74.62
237.609 62.78
259.415 68.54
Total Gallons 205.94
7/24/2017 118.812 31.39
210.369 55.58
118.812 31.39
121.892 32.20
44.552 11.77
237.609 62.78
Total Gallons 225.11
7/25/2017 97.514 25.76
237.609 62.78
39.444 10.42
118.812 31.39
237.609 62.78
44.552 11.77
237.609 62.78
Total Gallons 267.67
7/26/2017 118.812 31.39
97.514 25.76
93.998 24.83
118.812 31.39
237.609 62.78
237.609 62.78
237.609 62.78
8/9 DI Water 8/9/2017

Total Gallons 301.71
7/27/2017 237.609 62.78
118.812 31.39
237.609 62.78
237.609 62.78
118.812 31.39
237.609 62.78
Total Gallons 313.89
7/28/2017 323.012 85.34
237.609 62.78
121.892 32.20
Total Gallons 180.32
7/29/2017 323.012 85.34
237.609 62.78
Total Gallons 148.12
Week 9 Daily Average 234.68
Remainder of July
Date KG (Liters) Gallons
7/30/2017 323.012 85.34
118.812 31.39
323.012 85.34
237.609 62.78
Total Gallons 264.85
7/31/2017 323.012 85.34
237.609 62.78
262.458 69.34
Total Gallons 217.46
Remainder Daily Average 241.15
June Average 224.89
July Average 213.37
June&July Average 219.13
9/9 DI Water 8/9/2017

Waste Water Estimate
Amount Unit
Number of Employees per 24 hour
period 91 each
Water Use @ 25 gpd/employee 2275 gallons
Avg Water Use/day 2593 gallons
Deionizing Water/Day 220 gallons
Water for Steam/Day 116 gallons
Use less process water/day 2257 gallons
Use per Employee per Day 24.8 gallons
1/1 Waste Water Estm. 8/9/2017

41% WithersRavenel
Our People.Your Success.
APPENDIX G
ALT 1.TOPO MAP SHOWING SEWER ROUTE
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

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115 MacKenan Dr I Cary NC.27511
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,

WithersRavenel
Our People.Your Success.
APPENDIX H
DOCUMENTATION OF SEWER ACCEPTANCE AND FUTURE WWTP PLANS
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

From: Roger Jones
To: Akers.John
Cc: Rehak.Elisa
Subject: RE:Wastewater Discharge Acceptance for Kurz Facility in Davidson County
Date: Thursday,November 15,2018 11:38:30 AM
John:
Thanks for the phone call.
This email is to confirm that we have no current plans to extend the system to this area and we have
no current plans to build a WWTP.
Sincerely,
Roger
Roger Jones, PE
City of Lexington
Public Services Manager
Water Resources•Public Works•Engineering
28 W Center St•Lexington,NC 27292
336.248.3930(office)•336.249.3584(fax)
WWW.LexingtonNC.gov
From:Akers,John [mailto:[e-mail]]
Sent:Thursday, November 15, 2018 11:33 AM
To: Roger Jones
Cc: Rehak, Elisa
Subject:Wastewater Discharge Acceptance for Kurz Facility in Davidson County
Roger:
As we discussed over the phone, Kurz Transfer Products owns and operates a manufacturing facility
at 4939 North, NC Highway 150, Lexington, Davidson County, North Carolina. Under their current
and future expansions, they plan to discharge 5,000 gpd of domestic waste water. They have no
industrial waste. We are in the process of updating their NPDES permit to discharge additional
waste and one alternative we have to examine is to see if the nearest Municipality is planning on
extending their system or adding a WWTP that could accommodate the flow within the next five
years.
Thanks, John
John Akers, PE

From: {Users.John
To: Rehak.Elisa
Subject: FW:Wastewater Discharge Acceptance for Kurz Facility in Davidson County
Date: Friday,November 16,2018 2:30:17 PM
Attachments: jmage001jog
jrnage002 jog
For the permit package.
From:Todd Lewis<[e-mail]>
Sent: Friday, November 16, 2018 1:16 PM
To:Akers,John<[e-mail]>
Cc: Mike Patton<[e-mail]>
Subject: FW: Wastewater Discharge Acceptance for Kurz Facility in Davidson County
John,
We are currently treating approximately 676,380 gallons per day of wastewater discharge from
Davidson County. Our contract with Davidson County has a maximum discharge of 1,500,000 gallons
per day;therefore we should have no problem treating an additional 5,000 gallons per day. As
mentioned in your e-mail, our closest treatment facility is Muddy Creek Wastewater Treatment Plant
(Permit#: NC0050342).
I have sent your sewer rate question on to our Business Revenue Office and will forward you an
answer when I receive it.
Thanks,
Todd Lewis, PE
City/County Utilities I Senior Civil Engineer
Utilities Administration—P.O.Box 2511—Winston Salem,NC 27102
W:336-747-6842 1 C: 336-745-18521 F: 336-727-2361
From: Mike Patton
Sent:Thursday, November 15, 2018 10:58 AM
To:Todd Lewis
Subject: FW: Wastewater Discharge Acceptance for Kurz Facility in Davidson County
Per our conversation. Need our Permit#&cost for the discharge.
Mike Patton
From:Akers,John [mailto:jakershwithersravenel.com]
Sent:Thursday, November 15, 2018 10:32 AM
To: Mike Patton
Cc: Rehak, Elisa
Subject:Wastewater Discharge Acceptance for Kurz Facility in Davidson County

CAUTION: This email originated from outside of the organization. Do not click links or open
attachments unless you recognize the sender and know the content is safe.
Michael:
As we discussed over the phone, Kurz Transfer Products owns and operates a manufacturing facility
at 4939 North, NC Highway 150, Lexington, Davidson County, North Carolina. Under their current
and future expansions,they plan to discharge 5,000 gpd of domestic waste water. They have no
industrial waste. We are in the process of updating their NPDES permit to discharge additional
waste and one alternative we have to examine is to see if the nearest WWTP facility could accept the
flow. As we understand it your Muddy Creek WWTP is the closest facility, through a connection that
extends into Davidson County.
Please let me know if City/County Utilities can accept this additional flow to the plant, and what rate
Kurz would be charged for the planned flow.
Thanks, John
John Akers, PE
I®;
I fit II 'El El
City of Winston-Salem
ONE TEAM
Committed to Excellence
All e-mails including attachments sent to and from this address are subject to being released to the media and the public in accordance
with the North Carolina Public Records Law.

It. WithersRavenel
Our People.Your Success.
APPENDIX I
ALT 2. PROPERTY TAX RECORD
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

Parcel#:1400900000002
a`o'ON0
Co,
✓idson County, NC - Basic Search *
*lr
Davidson County Home
Basic Search Real Estate Search Tax Bill Search Sales Search Help
View Property Record for this Parcel View Mao for this Parcel View Tax Bill Information
Parcel#: 1400900000002 Account#: 7019400
Owner Information Tax Codes
SHIELDS KOYT C ADVLTAX-COUNTY WIDE ADVL TAX
905 ROCKY KNOB ROAD FR34ADVLTAX-ARCH FIRE ADVL TAX
LEXINGTON, NC 27295
Property Information Township
Land(Units/Type): 83.800 AC Reedy Creek
Address: PERRYMAN RD
Deed Information Local Zoning
Date: 01/1900 Book: Page: RA3
Plat Book: Page:
Legal Description PIN#
L2 BK319-45 OFF NC 150 6708-01-29-6691
Property Values
Building: 0
OBXF: 0
Land: 301,680
Market: 301,680
Assessed: 301,680
Deferred: 0
Sales Information
No. Book Page Month Year Instrument Qual/UnQual Improved Price
1 00319 0045 05 1959 WD Unqualified Vacant 0
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All information on this site is prepared for the inventory of real property found within Davidson County. All data is compiled from recorded deeds,
plats, and other public records and data. Users of this data are hereby notified that the aforementioned public information sources should be
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the information set forth on this site whether express or implied, in fact or in law, including without limitation the implied warranties of
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file: %wrcorp-fi1e03.wrintema101.com...S°%20Renewal'Proj%NPDES%20Pennit%20Update Appendix-%20Copies%20of%20things%20for%20assemblingiTax%20Record.han1[1 1'20 2018 3:04:54 PM]

10 WithersRavenet
C)., People.Your Succes.
APPENDIX J
LAND APPLICATION SITE MAP
WR No. 06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

•. lt,s_..1 .
. 0 . Iwo :
.„.0 .., 1..,Amir, , vorsi.„0:cp1/4\_0,1______ _, _ inc‘, 4
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REEDY CREEK SCHO411*
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r S • r�nkler S stem
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Kurz Transfer Products
r�
r.. 50 LF Force -
4 7,2 orc Main '
Stora • eTank . '
.
,ti to Sera Field � , it , `�
et. Itry , Proposed Onsite Treatment
`� S stem & Pum • Station '
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Purchased Land
Alternative 2 0 ``
it
Sprinkler System ..
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.. {::„ ° ` •r• Force Main to Spray Field
%• WithersRavenel P Y
, . .
Engineers I Planners i Surveyors
' Holding Tank
115 MacKenan Dr I Cary NC.27511 CIO""
t 919 469 3340
license#C-0832 7, t 4 '" '?'
wwv,wdhersravenel.com ' - Parcels
0 100200 400 600 800
Feet .
III Kurz
1 inch = 500 feet i
,'" • X • urr•.'' -sr Dime •' r-.oFv-: --- tar a-:•at , Ir.. RINF-a/Airbus •...: ll._-,A 41)SG:S AernC R,11. I r,N nd t,-.ti,,S Js-r t communitv,

WithersRavenel
Ow People.Your Success
APPENDIX K
LAND APPLICATION CALCULATIONS
WR No.06140180.10 •
Preliminary Engineering Evaluation October2017
Waste Water Treatment

Spray Application Calculations
Design Flow = 5,000 GPD
Application Rate = 1.5 inches/week
Days/Week = 5
No Spray Days = 60
5 days 1 week Application Period = (365 — 60) x week x 7 days _— 217.86 days
5,000galx365 days
Application Flow = day = 8,377.05 GPD
217.86 days
8377.05 gal X 5 days = 41,885.25
gal
day week week
41,885.25 gal
Acres Required = week 2 = 1. 03 acres
1.5 In 1 ft 43560 ft2 7.48
week x12 inx acre x ft3

1% WithersRavenel
) People.Youi Socces.
APPENDIX L
SCHEMATIC DIAGRAM OF TREATMENT PROCESS COMPONENTS
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

Power Requirements
Kurz Transfer Products Layout Schematic - 5000
Circuits GPD Peak Flow ` pCIWA
The clear leader.
(1) 10 Amp 115V Control Circuit
(1) 10 Amp 115V Fan Circuit Chem Feed Bldg(Future)
(2) 20 Amp 230v Pump Circuit Alkalinity Feed
(2) 10 Amp 115V UV Circuits ( Future) Fan
To Discharge
„ 4" pipe
Equipment U 2 F
A CO
C
(2) PF500512 Recirculation Pumps F 1 t F
U
(2) Orenco UV Units ( Future ) i' o r
(3) Signal Floats U e 0
r T
Wire Runs e
See Inset for Valving
(6) #12 Wire for pumps
(4) #12 Wire for Floats
Anoxic Return Line
(3) #12 Wire for Fan Assy
(2) UV Wire ( Future) Wire will be Inset — 0 10,000 Gallon Septic Tank ill•
included with UV's does not need to be
run now.
2" Ailft 2"
To AX100 Pod
From Recirc Pumps 112111
2"
2" To Future Ax100 Pod Line From septic Tank Pump Station

10 WithersRavenel
Our People.Your Success.
APPENDIX M
SITE PLAN OF PROPOSED SYSTEM
•
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

\ 1 \ i \\ \ \
i
\�� i\ ) \\ \ , '� \\ %y ` vs )/���\ \ \EX.SEPTC\
\ \ \ J ^ \ _\ �\ // \ /j TANK CONVERTED TO
\ \ \ \\ \ ^< \\ ,'\ /�' \` J. A WET WELL AND PUMP
\ N. \ �/� \ ‹/ A r' \ r /n‘ )< A ./ STATION
\\ ice`�'a \ / / / \,// \.
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5,000 GAL RETICULATION TANK �/ I I \i
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°e,'B xale AS NOTED NEW WASTEWATER TREATMENT SYSTEM KURZ TRANSFER PRODUCTS kil WithersRavenel
7-awn JA By ER Date 11.29.18 1/ Engineers I Planners I Surveyors 1
:.leckecl By Job No. 4939 N NC HIGHWAY 150 EXHIBIT DRAWING ONLY NOT FOR CONSTRUCTION 115 MacKenan Drive l Cary.NC 27511
PP 02160464.0o Lexington Davidson County North Carolina t 919.469.3340I license e:C-0832 I www.withersravenelcom

1O WithersRavenel
Our People Your Success.
APPENDIX N
KURZ TRANSFER PRODUCT'S PROPERTY DEED
WR No.06140180.10
Preliminary Engineering Evaluation October2017
Waste Water Treatment

•
F� ) r7r)
_ - Jar( IZ III,, '11 •1.I
� � � Nola, :r
z ; �
. ? IIEGI i �t01
i.t i DAVIDSON Co..N.C.
ti!i;
‘f: -U‘
EXCISE;Tax Recording Tone.Book:u,d rage
Tax Lot No. Parcel Identifier No.
Verified by County nn the day of . 19
by
Hail after recording to BWMMS
This instrument was prepared by Walter F. Brinkley, Attorney at Law, Lexington, N. C.
Brief description for the Index
NORTH CAROLINA GEN ERALt WARRANTY DEED
THIS DEED made this 12th day of January . 19 84 , by and between
GRANTOR GRANTEE
Robert Lee Von Koontz and Kurz & Partners, a partnership
wife, Jean Ford Koontz in West Germany
(The names of the partners are
shown in a certificate filed in
the office of the Register of
Deeds of Davidson County, pursuant
to G. S. 66-68.)
c/o Kurz-Hastings, Inc.
Dutton Road
Philadelphia PA 19154
Enter in appropriate block for each party: name.address.and. It appropriate.character of entity r.q.rurp°ratien or partnership.
The designation Grantor and Grantee as used herein shall include said parties. their heirs. successors. and assigns, and
shall include singular, plural. masculine. feminine or neuter as required by context.
1t0ITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee. the receipt of which is hereby
acknowledged. has anti by these presents does grant. bargain, sell and convey unto the Grantee in fee simple. all that
„•,lsin :..I ••r pateel„f lan.t situ:ded in the city of Reedy Creek C.,trn.bip.
Davidson t'..unlw.North t.atolina :.lid,n.•re panic zilaely described:is f.dl.•u s:
Beginning at a point in the center of N. C. Highway 150, the northeast
corner of Lester W. Reed; thence with Reed's line N 87° 29' 59" W
(passing an iron stake in the western right-of-way line of N. C. High-
way 150 at 42.42 feet) continuing a total distance of 842.10 feet to
a new iron pipe, corner to Lelia S. Richardson; thence with four (4)
lines of Lelia S. Richardson: N 00° 23' 54" W 277.19 feet to an
existing iron pipe; thence S 87° 57' 39" E 155.06 feet to an existing
iron pipe; thence N 00° 21' 54" W 130.09 feet to an existing iron pipe;
thence N 89° 31' 01" E (passing a new iron pipe in the western right-
of-way line of N. C. Highway 150 at 304.45 feet) and continuing a total
distance of 340.33 feet to the center of N. C. Highway 150; thence with
the center of N. C. Highway 150 as it curves to the left a chord of
S 38° 19' 01" E 562.54 feet to the point of beginning, containing
5.85 acres.
The above description is taken from a survey by Southern Mapping &
Engineering Company dated 12-16-1983 of two tracts described in deeds
recorded in Book 492, page 132, and Book 525, page 669. in the office
of the Register of Deeds of Davidson County, North Carolina.
I \ t.. ... I .\. ♦'. N...,,., IVY' . . . . .. �. ..-..—..... .su

a
The property hereinabove described was acquired by Grantor by instrument recorded in Book 492, page 1 32:
Book 525, page 669.
A map shouutg the above described property is recorded in Plat Book page
TO HAVE AND TO BOLD the aforesaid lot or parcel of land and all privileges and appurtenances lherat,• bc. .,,• •.
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple. hap the r.yl.t • .. ...
the same in fee simple, that title is marketable and free and clear of all encumbrances.and that Grantor oil. ...al a;,t.• ,-:..;
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter -tated.
Title to the property hereinabove described is subject to the following exceptions:
The portion of the tract contained within the right-of-way of
N. C. Highway 150. i
•
EX WITNESS w'ilL*LUE. the Grantor has hereunto set El, hand and seal.or it rorptiest, has caused t s tn•uument to b wined in its •
corporate name by us duly a::::: ,d% ::
and its seal to be hereunto alibied b) wry ( air owed tine sthe d d 1
c `7
C
by: IC ... __. .... _.. ... ..___.. (SEAL)
.._. President Y
ATTIEST:1 i . ... ... .. . ...(SEAL)
. ../. 4g .. m
r-�r_,c. _secretaev(Corponte Sean Z
I a sF a z .- :r . _.. tsIAL)
te
SE.tST fA 1 C Nt.Rtn CA*OLINA, Davidson__ ,.__... ._._r..nm).
z
f P 9 Sr A I. a Notary Public or the Comity and State aforesaid. testify that Robert Lee Von Koontz
- - 8 5 and wife, Jean Ford Koontz, Si
e- h i personally appeared wrote me this day and acknowledged the a...cuUam of the foregoing instrument. Witness my
12th
W (4 ;I:i hand and official stamp or sra4 this day'of January. � /AJ�/I le 84
. 4;,t- K
i` M)rommissioe expires_ -. -- --- • �R..EA.L�F+ W5 Notary Public
R,l 2 Nt1RTl1 CAROLINA. .. - .--. - -..---- . ..toouly.
w I. a Nolaty Public of ike County and State aforesaid. certify that
al personally lime before me Ws day and acknowledged that. .. he Is . Net trial> 01
C
ar _- .. - ... a North t atoiine covpotatsen,and dial IS auih.•rtl• .IOI•
atten and as the art et the carpet/Moons Ike lot Instrument was signed in Its name bs :Is
a
President,sealed wnh its corporate seal and attested b' a.Its ....-.I.tats
y Witness my hand arid official stamp or seal.thin _..-_-.day of .tb
Sly rrmmissten expires: . . 'solar. I•obIte
the f••Ise.•ng t• of ` r` ♦ , I 1 _ _
e\...s-�: .6_V1J 4r Q
a1. ..u+h•d to be•.. this dn.ttumeat and this Niilft,ale He dais rlablered al Ike dale and time and in the Ito.) and Pat. sb.-n• is .h.
Lt bt Pas. ..,\•re
Res re t W. CJt 1.I i i\l' DAVIDSON
i _ r •ate l �(] Rf:l laiiR O► T[►p! voxt..r NI\
its `/ ,.%h..-..L V y. tr a' �L .- - ueprt) A.naYrt-Register of Deeds

I I
t t I J7
.0.s 16".RJMENT GPA a WN BY Jus' C McGLeer CHECKED BY / /�' X*1.
Retvr.lo. wr C Wayne Panerscn,CAvsion POI of V:ay Agent
WV.Carolina Department of Tretsponavon -
8:6A Peters Creek Parkway'Nesi✓-Sare.e.N.C 11fa1_.. .••J
,�.r�C
NORTH CAR OLtNA ..e 4 2 o F!TIS tlIGi-yyM1NAY PROJECT _8.1601001
COUNTY OF _ Davidson F A.PROJECT BRSTP. 50(4)
TAX MAP 9 BLOCK LOT 23 85g . I.D.NUMBER B-2.126
PARCEL NUMBER 2
THIS FEE SIMPLE DEED,made and entered into this the 21 et day of January _ 19 99
by and between Kurz and Partners=L.P.
hereinafter referred to as the GRANTORS, and the Department of Transportation, an agency of the State of North
Carolina hereinafter referred to as the DEPARTMENT:
W rTNESSETH
That the GRANTORS, for themselves, their heirs, successors and assigns,for and in consideration of the
sum of$ �5,G agreed to be paid by the DEPARTMENT to the GRANTORS, do hereby
give, grant and convey unto the DEPARTMENT, its successors and assigns, in FEE SIMPLE the right of way located
in Reedy Creek Township, _ Davidson County, North Carolina, which is particularly described
as follows:
COMMENCING at the point of intersection of a southwestern right of way boundary of State Project 8.1601001 and a
southern property boundary of the grantor(s)at a point lying in a straight line between a point lying 35 m(114 83 feet)
southwesterly from and normal to Survey Station 11+80,Survey Line L,and a point lying 38 m(124.67 feet)
southwesterly from and normal to Survey Station 12+20,Survey Line L,of State Project 8.1601001, thence
northwesterly in a straight line along and with a southwestern right of way boundary of the project to a point lying 35 m
(114.83 feet)southwesterly from and normal to Survey Station 11+80,Survey Line L; thence northwesterly in a straight
line along and with a southwestern right of way boundary of the project to a point lying 20 m(65.82 feet)southwesterly
from and normal to Survey Station 11+00,Survey Line L; thence northwesterly in a straight line along and with a
southwestern right of way boundary of the project to a point lying 9.144 m(30 feet)southwesterly from and normal to
Survey Station 10+40,Survey Line L; thence northeasterly in a straight line to its point of intersection with a
northeastern property boundary of the grantor(s)lying within existing NC 150 at a point located normal to Survey Station
10+40,Survey Line L; thence southeasterly along and with a northeastern property boundary of the grantor(s),same
lying within existing NC 150 to a property corner,same being a northern property corner of the grantor(s)and being
further described in the hereinafter We rented deed(s),same also lying within existing NC 150, thence easterly along
and with a northern property boundary of the grantor(s)to its point of intersection with a northeastern right of way
boundary of the project at a point hying on a straight fine between a point lying 15 m(49.21 feet)northeasterly from and
normal to Survey Station 11+20,Survey Line L,and a point lying 19 m(62.34 feet)northeasterly from and normal to
Survey Station 11+40,Survey Line L,same being the westing centerline of NC 150; thence southeasterly in a straight
line along and with a northeastern right of way boundary of the project to a point lying 19 m(8234 feet)northeasterly
horn and normal to Survey Station 11+40,Survey Line L; thence southeasterly in a straight fine along and with a
northeastern right of way boundary of the project to a point lying 22 m(72,18 feet)northeasterly from and normal to
Survey Station 12+00,Survey Line L; thence southeasterly in a straight line along and with a northeastern right of way
boundary of the project to its point of intersection with an eastern property boundary of the grantor(s)at a point lying
22 m(72.18 feet)northeasterly from and normal to Survey Line L; thence in a generally southerly direction along and
with an eastern property boundary of the grantor(s)to a southeastern property corner of the grantor(s),same being
further described in the hereinafter referenced deed(s); thence in a generally westerly direction along and with a
southern property boundary of the grantor(s)to the point of COMMENCEMENT.
HAVE AND TO HOLD the aforesaid right of way and all privileges and appurtenances thereunto belonging to
the DEPARTMENT in FEE SIMPLE.
The property hereinabove described was acquired by the GRANTORS by instrument(s) recorded in the
Davidson County Registry in Deed Book 618,Page 48,and Deed Book 687,Page 496 -
The final right of way plans showing the above descnbed right of way are to be certified and recorded in the
Office of the Register of Deeds for said County pursuant to N.C.G.S.136.19.4,reference to which plans is hereby made
for purposes of further descrpbon_
This deed is subject to the following provisions only.
00011801.
DAUZLSOF COUNTY 111-re-e9
RMf D.1 esss
January 1995 046411Q
Pagel $8.80
JOMIC,NPSdz sTAns OF J R
j� ft.
Real Estate
��: Excise Tax

II
r 0 6 8 Project _ 8.1601001 Parcel _- 2___,
The GRANTORS by the execution of this instrument,acknowledge teat the plans for the aforesaid project as
they affect their property have been fully explained to them or their authorized representative.
And the GRANTORS covenant wth the DEPARTMENT, that the GRANTORS are seized of the premises in
fee simple, have the right to convey the same•n fee simple,that the title thereto is marketable and free and cleat of at
encurnbiantes. and that the GRANTORS wilt warrant and defend the the against the lawful ciarms of ail persons
whomsoever except for the exceptions hereinafter stated. Title to the property hereinabove described is hereby con-
veyed subject to the following exceptions: None
iN WITNESS WHEREOF,the GRANTORS have hereunto set their hands and seals (or if corporate, has
caused this instrument to be signed in its corporate name by Its duly authorized officers and its seal to be hereunto
affixed by authority of its Board of Directors)the day and year first above written.
[1RZ AND PARTNERS. L.P.
by: LEONHARD [ORZ, INC. , General Partner � fit)
/...• ate ame) 'y t
BY'. ,,
Y.T. �'r Y.P.(Pres.Jer,t) ;kit)r
ATTEST: ; tS....,tir (SEAL)
oAViD a nxxpx&N 1 Ass2-(Secretary)
AC'•CFP'i E-D FOR THE DEPARTMENT OF TRANSPORTATION
;r
' By.
ta,p67,ANTAr, i PHILADmBHmA COUNTY /Lt
I. d1 tb.[a� ,a Notary Public:d 171r�A�r,jtra County and the aforesaid 9tap1: rq
f' � �#rifn1 7 f 1
GRANTOR(S) personally appeared before me this day anddpeknow$edged the execution of the foregoing int agent
Witness my hand and official stamp or seal,Ills the .{j day of 99 -
My Commission expires. MIRKAt MGM Punk -.41 ?fi . )n Y'fD
at Coin ry
wl' io E Dec � Nofa Public
NROHNILCOOKNOAMRxxxxxxv.xxxx...xxxxmRCANWRe STATE OF PENNSYLVANIA, COORTY OF PHILADELPHIA
I, Patricia Branco ,a Notary Public of Phi lade 1phiaCounty and the aforesaid State,certify that
' David H. Shipman personally came before me this day and acknowledged
that height is Assistant Secretaryof Leonhard Kurz. Inc.. General Partner of Kure and
Pa r rnerrl t P a Corporation,and that by authority duly glv, ip�
as the act of the corporation,the foregoing instrument was signed in its name by its Vice Prta ,
with its corporate seal and attested by David H. Shipman _ as its A,�s3s�istane` 'Seurty::::
',i
Witness my hand and TARutL . 21st day of J J . ry f1 7 99�,r..'My Commission 6cpir PATFCNP31ANC0noratrpdc r% }I[eQ� L� 4 'GydPAibebh4PNaCoruti N DTic '; 4
M)'Gommiss.o,Fao.m. h.2nc _ — _ _ _ _� Dy }
The foregoing Certitcate(s)of �� .f e.14- ikteafi �(OZ P4 f
is/aro��to be correct This to tiument and this csti ate are duty registered on the �e. day of
19 ran
in Book , Page at o�clock_ M. h•
Aeaaesl W. Gt R OF DEEDS FOR C ilic/j COUNTY
BY: /, DepugdAerialarK-Reg stir Deeds
R,W D-1
January 19615
Page 2
JOMC'WP-kfc

FILED DAVIDSON COUNTY, NC DAVID T. RICKARD, REGISTER OF DEEDS 5/10/2018
11:57:47 AM BOOK 2313 PAGE 2245 - 2248 INSTRUMENT #2018000009234
Recording:$26.00 Excise Tax:$650.00 Deputy: TWARD
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:S650.00
Parcel Identifier No.Part of 1400900000013 Verified by County on the day of _ _,20_
By:
Mail/Box to:GRANTEE
This instrument was prepared by: Prosser D.Carnegie
Brief description for the Index: 13.028 Ac Hwy 150
THIS DEED made this I day of May,2018,by and between
GRANTOR GRANTEE
DONALD RAY SOWERS,EXECUTOR OF THE KURZ TRANSFER PRODUCTS.LP
ESTATE OF BRENDA M.SOWERS
DONALD RAY SOWERS,TRUSTEE OF THE 3200 Wood park Blvd.
BRENDA M.SOWERS Charlotte NC 28206
REVOCABLE TRUST UAD 11/19/2010
DONALD R.SOWERS,"WIDOWED",
NATHAN R.SOWERS and wife,LINDSEY FRADY
SOWERS and CERETHA S.MITCHELL and husband,
BOBBY JAMES MITCHELL,JR.
c/o 291 Lenalan Dr.,Lexington,NC 27295
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall include
singular,plural,masculine,feminine or neuter as required by context.
W ITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is hereby acknowledged,has and
by these presents does grant,bargain,sell and convey unto the Grantee in fee simple,all that certain lot,parcel of land or condominium
unit situated in the City of Lexington,Davidson County,North Carolina and more particularly described as follows:
Beginning at a point in the margin of the westernmost right of way of NC Hwy 150 and said point being a common corner with
Kurz&Partners,now or formerly.Deed Book 618,Page 48,and an iron pin being set;thence,with the margin of the right of way
of NC Hwy 150,N.36-31-25 W.,81.86 feet to a point;thence,continuing with said right of way margin,with a curve of a circle to
the right having a radius of 3,644.80 feet and arc distance of 149.03 feet,and further a chord bearing and distance of N.35-21-08
W., 149.02 feet to a set iron pin and being a common corner with Donald Sowers,et al,now or formerly,Deed Book 2233,Page
1100;thence,a new line through the property of Donald Sowers,et al,now or formerly,Deed Book 2233,Page 1100,S.75-01-59
W.,365.55 feet to a set iron pin;thence,S.89-54-39 W.,806.09 feet to a set iron pin;thence,S.22-33-50 W.,266.11 feet to a
point being a common corner with Donald Sowers,et al,now or formerly,Deed Book 2233,Page 1100 and on the common
boundary line with Linda B.Hargett,now or formerly,Deed Book 928,Page 883;and running thence with the common boundary

BK: 2313 PG: 2246
line of Linda B.Hargett.now or formerly,Deed Book 928,Page 883,and running with and along Reedy Creek,S.58-53-35 E.,
171.17 feet to a point;thence,S.44-26-28 E.,88.50 feet to a point;thence,S.,55-37-18 E., 186.78 feet to a point;thence,with the
common boundary line of Wayne Hargett,now or formerly,Deed Book 517,Page 133,and running with said common boundary
line and running with and along Reedy Creek,S.53-32-59 E., 179.66 feet to a point;thence,S.49-37-35 E..95.10 feet to a point;
thence.S.89-47-58 E.,67.77 feet to a point;thence.S.62-01-54 E..81.45 feet to a point;thence,running with a common
boundary line with Kurz&Partners,now or formerly,Deed Book 687,Page 498,N.21-31-29 E., 196.50 feet to an iron pin;
thence,with the common boundary,N. 88-48-50 E.. 198.33 feet to an iron pin;thence with the common boundary with Kurz&
Partners,now or formerly,Deed Book 618,Page 48,N.04-05-35 W.,276.96 feet to an iron pin;thence,following said common
boundary,N.88-20-58 E., 154.97 feet to an iron pin;thence,with said boundary line,N.04-07-25 W., 130.02 feet to an iron pin;
thence,with said boundary line,N.85-47-48 E.,281.52 feet to the point and place of Beginning and containing approximately
13.028 acres as shown on that survey dated December 8,2017 by Coe Forestry&Surveying PLS.
And being a portion of the property conveyed to Donald Sowers,et al,now or formerly,Deed Book 2233,Page 1100.
This property is being conveyed pursuant to Davidson County Subdivision Regulations,Section 5.02"The division of land into
parcels greater than ten(10)acres where no street right-of-way dedication is involved;..."and is therefore exempt from plat recording
requirements.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2233 page 1100.
All or a portion of the property herein conveyed does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book_ page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right to convey the same in fee
simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever,other than the following exceptions:
All valid easements,rights of way,restrictions and covenants of record
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as o ay rtd year first above writt
Estate o a M.Sowers r(Seal)
Donald Ray Sowers
B :
Do ay Sowers,Exe for t e state of Brenda M.Sowers
Trust o da M.Sowers (Seal)
Nat an R.Sowers
ay Sowers,T e of t e Brenda M.Sowers
Revocable Trust UAD 1 /19/2010
jitlit/f4.--- (Seal)
Lindsey Frady So s
446 firOdifil (Seal)
Ceretha S. Mite el
(Seal)
Bobby J es Mitchell. .
[Notary on following pages]

BK: 2313 PG: 2247
State of NOh Carolina
County of i tdxl(\
I,the undersigned Notary Public of the County ofiN\f(at and State aforesaid,certify that Donald Ray Sowers,Executor
of the Estate of Brenda M. Sowers personally appeared before me this day and acknowledged the due execution of the foregoing
instrument for the purposes therein e • •• • • al stamp or seal this\ day of May,2018.
• 01.71C{AL SEAL
•' 3r;. NotaOW.Nor111'draft
My Commission Expires: \ -- Natant thI llkk n S . •o Notary Public
(Affix Seal) •. w0a a.tow.���+t ` Notary's • ted or Typed Name
StatCounty of
I,the undersigned Notary Public of the County of VON� and State aforesaid,certify that Donald Ray
Sowers,Trustee of the Brenda M.Sowers Revocable Trust UAD 11/19 2010 personally appeared before me this day and
acknowledgedthe due execution of the foregoing instrument for the purposes therein expressed.Witness my hand and Notarial stamp
or seal this '`___� day of May,2018.
1 ' '' 'kAkilV.,
My Commission Expires:\` -rr+.•+r.•+ Notary Public
(Affix Seal) Of VIEW,.SEAL ary's P • d or Typed Name
' Notary Public.North C/S1111011
DAVIDSON COUNTY
Pr
MT Cerny lsiMoa nN�ih:•ems
i STATE OF NO H CAROLINA
COUNTY OF U I
I,the undersigned Notary Public of the County of`�- 1 �1. and State aforesaid,certify that Donald Ray Sowers,personally
appeared before me this day and acknowledged ue execution of the foregoing instrument for the purposes therein expressed.
Witness my hand and Notarial stamp or seal this day of May,2018.
-.. :•-rev•••0000" 4' %414'0'
My Commission Expires:V rY ! or7ici.i.SEAL Notary Public
(Affix Seal) ,. Notary cinemaPuhUC.Ne"c otary's ' ed or Typed Name
• DAVIDSON COUNTY
Eb1
My Comm.fii
STATE OF N TH CA L1NA
COUNTY OF�\l
1,the undersigned Notary Public of the County of bWILIZY11 and State aforesaid,certify that Nathan R.Sowers and Lindsey
Frady Sowers personally appeared before me this day and acknowledged the due execution of the foregoing instrument for the purposes
therein expressed.Witness my hand and Notarial stamp or seal this day of Ma ,2018.
My Commission Expires: \\ No 5 Notary Public
(Affix Seal) ow"14° o PZd or Typed Name
.y opplC%ML S AL
` - 5�.. Notary Putam.North WON
',. ' DAVIDSON COUNTY
`'.a- E�.�Mi *Ail
Mj Como.EYNON wror a
3

BK: 2313 PG: 2248
STATE OF N qRJH CA OLINA
COUNTY OF \(S
1,the undersigned Notary Public of the County of y I _and State aforesaid,certify that Ceretha S.Mitchell and Bobby
James Mitchell,Jr. personally appeared before me this day and acknowledged tr►e due execution of the foregoing instrument for the
purposes therein expressed.Witness my hand and Notarial stamp or seal this day of May,2018.
1 �t I
My Commission Expires: A\ �prf t`�j, j.y�p3 Notary Public
(Affix Seal) Nbtary's Ptmt'ed or Typed Name
.w~""P
f OfTIC1AL.fttAl.
I
�„ Notary PubIk,NOItti G*'
J;4 Ofr i0$ N COUNTY
UT Came.taMPus ..wr.
4