NC0070637_Fact Sheet_20190708

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
FACT SHEET FOR EXPEDITED PERMIT RENEWALS
This form must be completed by Permit Writers for all expedited permits which do not require
full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile
home parks, etc) that can be administratively renewed with minor changes, but can include
facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing,
instream monitoring, compliance concerns).
Basic Information for Expedited Permit Renewals
Permit Writer / Date
Sydney Carpenter 2/6/2019
Permit Number
NCO070637
Facility Name / Facility Class
Kurz Transfer Products WWTP / WW-1
Basin Name / Sub -basin number
Yadkin -Pee Dee / 03-07-04
Receiving Stream / HUC
Reedy Creek / 0304010115
Stream Classification / Stream Segment
WS-IV / 12-96- 0.7
Does permit need Daily Max NH3 limits?
No
Does permit need TRC limits/language?
Already included
Does permit have toxicity testing?
No
Does permit have Special Conditions?
High Rock Lake reo ener, eDMR requirements
Does permit have instream monitoring?
No
Is the stream impaired on 303 d list)?
No
Any obvious compliance concerns?
CPA for TSS and BOD limit violations.
Multiple NOVs sent between 2014-2018 for
BOD limit violations, along with TSS and one
flow violation in 2016.
Any permit mods since lastpermit?
No
New expiration date
May 31, 2024
Changes to Draft Permit?
• Regulatory citations added
• Added facility grade
• Added components list for new
wastewater treatment facility
expansion (0.005 MGD).
• Added flow expansion (0.005 MGD)
monitoring and limit requirement to the
effluent table
• Added text that TRC monitoring and
limit requirements only apply if
chlorine is used for disinfection.
• Updated permit map. Relocation of
outfall does not change
latitude/longitude, due to short distance
from old location to new location.
Changes in Final Permit?
• Updated owner name from "Greg
Dellinger" to "Kurz Transfer Products
LP", as requested by Greg Dellinger on
3/19.

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
January 25, 2019
To: Sydney Carpenter
From: David Hill
Subject: Level B model review for proposed expansion, Kurz Transfer Products LLP,
NC0070637
Kurz Transfer Products has applied for expansion of their wastewater facility from 1,500 GPD to
5,000 GPD treating domestic sanitary waste. To determine the effect of this increased
wastewater flow of oxygen -consuming waste on the dissolved oxygen (DO) levels in the
receiving stream, Reedy Creek in the Yadkin -Pee Dee River Basin, a Level B model was
performed using the Streeter-Phelp's Equation with default parameters.
The Level B analysis for the proposed expansion was modified from the July 28, 1987 Level B
model using the expanded flow at current permit limits. The 1987 model used critical flows of:
s7Q10 = 0.91 CFS, w7Q10 =1.82 CFS, and QAve =16.7 CFS. These flows are less than the
mean and median 7Q 10 and Average flows provided by the USGS to WithersRavenel
(consultant for Kurz) in November 2018 and were maintained for the updated model run.
Modeled wasteloads were BOD5 = 30 mg/L and NH3-N = 20mg/L. The model considers the
interacting discharge from this permit and NC0059218 and terminates 1.9 miles below Kurz's
outfall. The model inputs were also adjusted to reflect current permit limits for NC0059218. The
model results show that the minimum DO in the stream segment affected by Kurz's discharge is
7.37 mg/L at the outfall with DO increasing from that point until the end of the model run.
Carbonaceous and nitrogenous biochemical oxygen demand returned to background and near
background respectively at the model's end where Reedy Creek enters the Yadkin River. A
second run was performed using the facility's average NH3-N load of 34.8 mg/L as reported by
WithersRavenel with near identical results. Therefore, the water quality -based limits in Kurz's
current permit at the expanded flow should be protective of North Carolina's instream DO
standard of 5.0 mg/L.

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FBO3D9
Discharger KURTZ LLP
Receiving Stream REEDY CREEK
Summer 7Q10 0.91
Design Temperature: 25.0
*** MODEL SUMMARY DATA ***
Subbasin 30704
Stream Class C
Winter 7Q10 1.82
LENGTH
SLOPE
VELOCITY
DEPTH
Kd Kd
Ka Ka
KN
KN KNR
KNR SOD SOD
mile
ft/mi
fps
ft
design @20°
design @20°
design
@20' design
@20' design @20'
-------------------------------------------------------------------------------------------------------------------------------
Segment
1
0.17
13.30
0.100
0.09
0.63 0.50
2.67 2.39
0.44
0.30 0.44
0.00 0.00 0.00
Reach
1
-------------------------------------------------------------------------------------------------------------------------------
Segment
1
0.05
12.10
0.100
0.73
0.30 0.24
2.43 2.18
0.44
0.30 0.44
0.00 0.00 0.00
Reach
2
-------------------------------------------------------------------------------------------------------------------------------
Segment
1
1.90
12.10
0.100
0.77
0.29 0.23
2.43 2.18
0.44
0.30 0.44
0.00 0.00 0.00
Reach
3
Flow CBOD NBOD D.O.
cfs mg/l mg/1 mg/l
Segment 1 Reach 1
Waste 0.004 45.000 22.500 5.000
Headwaters 0.000 2.000 1.000 7.440
Tributary 0.000 2.000 1.000 7.440
* Runoff 0.000 2.000 1.000 7.440
Segment 1 Reach 2
Waste 0.000 0.000 0.000 0.000
Tributary 0.800 2.000 1.000 7.440
* Runoff 0.070 2.000 1.000 7.440
Segment 1 Reach 3
Waste 0.008 45.000 90.000 0.000
Tributary 0.000 2.000 1.000 7.440
* Runoff 0.070 2.000 1.000 7.440
* Runoff flow is in cfs/mile

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
SUMMER
---------- MODEL RESULTS ----------
Discharger KURTZ LLP
Receiving Stream REEDY CREEK
----------------------------------------------------------------------
The End D.O. is 7.75 mg/l.
The End CBOD is 1.81 mg/1.
The End NBOD is 1.10 mg/l.
----------------------------------------------------------------------
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1) Milepoint Reach #
----------------------
(mg/1)
----
(mg/1)
----
(mg/1)
--
(mgd)
----------
Segment
1 2.42 0.17 1
Reach
1
45.00
22.50
5.00
0.00250
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
45.00
90.00
0.00
0.00500

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
SUMMER
Seg # Reach
# Seg
Mi D.O.
CBOD
NBOD Flow
1
1
0.00
5.00
45.00
22.50
0.00
1
1
0.01
4.82
44.83
22.44
0.00
1
1
0.02
4.65
44.65
22.38
0.00
1
1
0.03
4.47
44.48
22.32
0.00
1
1
0.04
4.31
44.31
22.26
0.00
1
1
0.05
4.14
44.14
22.20
0.00
1
1
0.06
3.98
43.97
22.14
0.00
1
1
0.07
3.82
43.80
22.08
0.00
1
1
0.08
3.67
43.63
22.02
0.00
1
1
0.09
3.52
43.46
21.96
0.00
1
1
0.10
3.37
43.30
21.90
0.00
1
1
0.11
3.22
43.13
21.84
0.00
1
1
0.12
3.08
42.96
21.78
0.00
1
1
0.13
2.94
42.80
21.73
0.00
1
1
0.14
2.81
42.63
21.67
0.00
1
1
0.15
2.68
42.47
21.61
0.00
1
1
0.16
2.55
42.31
21.55
0.00
1
1
0.17
2.42
42.14
21.49
0.00
1
2
0.17
7.42
2.19
1.10
0.80
1
2
0.18
7.42
2.19
1.10
0.80
1
2
0.19
7.43
2.19
1.09
0.81
1
2
0.20
7.43
2.18
1.09
0.81
1
2
0.21
7.44
2.18
1.09
0.81
1
2
0.22
7.44
2.17
1.08
0.81
1
3
0.22
7.37
2.58
1.93
0.82
1
3
0.32
7.41
2.53
1.87
0.82
1
3
0.42
7.44
2.48
1.81
0.83
1
3
0.52
7.46
2.43
1.76
0.84
1
3
0.62
7.49
2.39
1.71
0.84
1
3
0.72
7.51
2.34
1.65
0.85
1
3
0.82
7.54
2.30
1.61
0.86
1
3
0.92
7.56
2.25
1.56
0.86
1
3
1.02
7.58
2.21
1.51
0.87
1
3
1.12
7.60
2.17
1.47
0.88
1
3
1.22
7.62
2.13
1.43
0.89
1
3
1.32
7.63
2.09
1.38
0.89
1
3
1.42
7.65
2.05
1.34
0.90
1
3
1.52
7.67
2.02
1.31
0.91
1
3
1.62
7.68
1.98
1.27
0.91
1
3
1.72
7.70
1.94
1.23
0.92
1
3
1.82
7.71
1.91
1.20
0.93
1
3
1.92
7.72
1.88
1.17
0.93
1
3
2.02
7.73
1.84
1.13
0.94
1
3
2.12
7.75
1.81
1.10
0.95
Seg # Reach
# Seg
Mi D.O.
CBOD
NBOD Flow

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
FIDES Number L
Discharger
Type of Waste
Receiving Stream
Stream Class
Subbasin
County
Region
Requestor ER
Request Number
Status
Date of Request
--------------------------------- Hydrologic Characteristics ---------------------------------
Drainage Area Level B or C
Summer 7Q10 NBOD or CBOD Allocation
Winter 7Q10 82 Protect all Waste Inputs
Average Flow .7 DO Stream Standard (mg/1)
30Q2 Summer or Winter
USGS Quad 7NE Design Temperature (°C)
DO Saturation
Number Number The And Upstream, 7Q10 Initial
of Combined First Second Tributary, Flow CBOD NBOD DO Avg. Flow
Segment 1
Segment 2
Segment 3
Segment 4
Segment 5
Segment 6
Segment 7
Segment 8
Segment 9
Length of Reach (mi) .
Incremental Length
Waste Characteristics
Flow (mgd)
CBOD
NBOD (mg/1)
D.O. (mgI I)
Protect Inputs (Y,N)
Runoff Characteristics
7Q10 Flow (cfs/mi):
Avg. Flow (cfs/mi):
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/1)
Tributary Characteristics
7Q10 Flow (cfs)
Avg. Flow (cfs)
CBOD (mg/1)
NBOD
D.O. (mg/1)
Length of Reach (mi) :
Incremental Length
Waste Characteristics
Flow (mgd)
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/1)
Protect Inputs (Y, N)
Runoff Characteristics
7Q10 Flow (cfs/mi):
Avg. Flow (cfs/mi):
CBOD (m9/1)
NBOD (mg/1)
D.O. (mg/1)
Tributary Characteristics
7Q10 Flow (cfs)
Avg. Flow (cfs) r.44
CB OD (mg/1)
NBOD (mg/1) D.O. (mg/1)
Slope (Pt/mi) 1
Depth (feet) Option:
Velocity (fps) Option:
I£ Velocity < 0.1, Set to 0.11 .
Ka @ 20°C Option:
Kd @ 20°C Option:
NH3 Oxidation Rate [Kn] @ 20C Option:
NH3 Removal Rate [°
Knr] @ 20°C
CBOD Removal Rate [Kr] @ 20°C
Sediment Oxygen Demand (g/m'/d):
Net P/R (mg/M -d)
Change Rates for the Reach
I£ Power Function is Used Scale Power
Depth
Velocity
Slope (ft/mi)
Depth (feet)
Velocity (fps)
If Velocity < 0.1, Set to 0.1?
Ka @ 20°C
Kd @ 20°C
NH3 Oxidation Rate [Kn] @ 20°C
NH3 Removal Rate [Knr] @ 20°C
CBOD Removal Rate [Kr] @ 20°C
Sediment Oxygen Demand (g/m'/d):
Net P/R (mg/m°-d)
Change Rates for the Reach
Option: Program calcula:
Option: L Velocity using
Option: w Ts ivogl:
u
Option: late Kd
Option: late KN
If Power Function is Used Scale Power
Depth
Velocity
Length of Reach (mi)
Slope (ft/mi)
Incremental Length
Depth (feet)
0Option:Program
calcul al
Jr-
Waste Characteristics
Velocity (fps)
Option:
- Velocity using
Flow (mgd)
If Velocity < 0.1,
Set to 0.1?
CBOD (mg/1)
NBOD (mg/1)
Ka @ 20°C
Option:
Use new Tsivogl,
D.O. (mg/1)
Kd @ 20°C
Option:
- Calculate Kd
Protect Inputs (Y,N)
NH3 Oxidation Rate
[Kn] @ 20°C
Option:
- Calculate KN
Runoff Characteristics
NH3 Removal Rate
[Knr] @ 20°C
7Q10 Flow (cfs/mi):
CBOD Removal Rate
[Kr] @ 20°C
Avg. Flow (cfs/mi):
Sediment Oxygen Demand (g/m'/d):
CBOD (mg/1)
Net P/R (mg/M -d)
NBOD (mg/1)
D.O. (mg/1)
Change Rates for the
Reach
-
Tributsry Characteristics
7Q10 Flow (cfs)
If Power Function
is Used
Scale Power
Avg. Flow (cfs)
Depth
CBOD (mg/1)
Velocity
NBOD (mg/1)
D.O. (mg/1)
Comment,
Commen t2

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
From:
man, Jeff
To:
Caroenter, Sydney
Cc:
Kaufman, Tammy; Hudson, Eric
Subject:
FW: PWS Section Comment, DRAFT Permit Renewal NCO070637
Date:
Thursday, March 21, 2019 5:00:00 PM
Attachments:
imaae001.Dna
NCO070637 Box 2019.docx
NCO070637 Exoedited Fact Sheet 2019.doc
NCO070637 Map 2019.pi)
70637 draft 2019.docx
imaae002.Dna
Re: Kurz Transfer Products WWTP (renewal with new WWTP expansion), NC0070637, Highway 150,
Lexington, Davidson County
Sydney,
We concur with issuing the permit provided the facilities are properly operated and maintained, the
stated effluent limits are met, and the discharge does not contravene designated water quality
standards.
Thank you for providing these materials for review.
Jeff H. Bryan, P.E.
Assistant Regional Engineer
Public Water Supply Section
Department of Environmental Quality
336 776 9663 office
336 403 1092 mobile
aeff. bryan ft_ncdenr.gov
Winston Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston Salem, NC 27105
� Nothing Compares_.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Carpenter, Sydney
Sent: Thursday, February 14, 2019 11:26 AM
To: DiMatteo, Paul <[e-mail]>; Boone, Ron <[e-mail]>, Kinney,
Maureen <[e-mail]>

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
Cc: Bryan, Jeff <[e-mail]>
Subject: DRAFT Permit Renewal NCO070637
Hello,
Requesting comments for the draft of Permit NC0070637, Kurz Transfer Products WWTP. This is a
class WW-1 facility in Davidson County. I expect to send it to Public Notice on February 20, 2019.
Please send any comments you have by March 22, 2019.
Mr. Bryan,
We used to send a separate approval memo for the review by Public Water Supply. Since we're
moving to paperless documents, your email comments will take the place of the old DEH memo.
Thanks for your help with this.
Thanks!
Sydney Carpenter
Environmental Specialist 1
Compliance and Expedited Permitting Branch
Division of Water Resources
NC Department of Environmental Quality
Office: 919-707-3712
syd ney. carpenterQncdenr.gov
1617 Mail Service Center
Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
From:
DiMatteo, Paul
To:
Caroenter.Sydney
Subject:
RE: DRAFT Permit Renewal NCO070637
Date:
Tuesday, February 19, 2019 3:46:13 PM
Attachments:
imaoe001.ma
imaae002.1)no
Thanks! I was a bit confused by that, but I guess some statute passed not too long ago included
commercial facilities/businesses in their definition of "industrial"?
You too!
Paul
From: Carpenter, Sydney
Sent: Tuesday, February 19, 2019 3:44 PM
To: DiMatteo, Paul <[e-mail]>
Subject: FW: DRAFT Permit Renewal NCO070637
Hi Paul,
Our team recently had a meeting regarding Authorization to Construct applications and permits, and
I just wanted to correct my response in the previous email. As I understand it now, Kurz Transfer
Products is not required to obtain an AtoC because they are an industrial facility. Sorry about the mix
up!
Have a wonderful rest of your week!
Sydney Carpenter
Environmental Specialist 1
Compliance and Expedited Permitting Branch
Division of Water Resources
NC Department of Environmental Quality
Office: 919-707-3712
sydney.carpenter(cDncdenr.gov
1617 Mail Service Center
Raleigh, NC 27699-1617
7it I;-JJ
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Carpenter, Sydney
Sent: Friday, February 15, 2019 2:38 PM

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
To: DiMatteo, Paul <[e-mail]>
Subject: RE: DRAFT Permit Renewal NCO070637
Hi Paul,
To answer your questions:
1) A Level B model was run for the expanded discharge and fecal coliform was not a problem as they
have high dilution. At this time, fecal monitoring and limits are not required, and that's why they also
have a footnote for TRC regarding disinfection.
2) An AtoC is not required as they are a private facility.
Please let me know if you have any other questions or comments after your review of the permit.
Happy Friday!
Sydney Carpenter
Environmental Specialist 1
Compliance and Expedited Permitting Branch
Division of Water Resources
INC Department of Environmental Quality
Office: 919-707-3712
sydney.carpenter(@ncdenr.gov
1617 Mail Service Center
Raleigh, INC 27699-1617
1
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: DiMatteo, Paul
Sent: Thursday, February 14, 2019 3:19 PM
To: Carpenter, Sydney <[e-mail]>; Boone, Ron <ron.boone(@ncdenr.gov>;
Kinney, Maureen <Maureen.Kinney(@ncdenr.gov>
Subject: RE: DRAFT Permit Renewal NCO070637
Hi Sydney,
I do have a couple comments off the top of my head.
1. With the expansion, should they have a fecal coliform limit placed on their discharge? It
doesn't look like the proposed new system includes disinfection, and I believe I read
somewhere that they don't add any chlorine to disinfect to begin with (none of the previous 2
inspection reports in BIMS make any reference to disinfection).

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
2. Will they still be required to obtain an AtoC for the expansion? If so, I think that should be
made explicitly clear in the permit. I don't see on Lasecfiche that they have made such an
application yet.
Thank you,
Paul DiMatteo
Environmental Specialist
Division of Water Resources
Department of Environmental Quality
Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
[phone] office
[phone] mobile
paul.dimatteoPncdenr.gov
N-1 - Z.
�' `Nathing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Carpenter, Sydney
Sent: Thursday, February 14, 2019 11:26 AM
To: DiMatteo, Paul <paul.dimatteo(@ncdenr.gov>; Boone, Ron <ron.boone(@ncdenr.gov>; Kinney,
Maureen <[e-mail]>
Cc: Bryan, Jeff <ieff.bryan(@ncdenr.gov>
Subject: DRAFT Permit Renewal NC0070637
Hello,
Requesting comments for the draft of Permit NC0070637, Kurz Transfer Products WWTP. This is a
class WW-1 facility in Davidson County. I expect to send it to Public Notice on February 20, 2019.
Please send any comments you have by March 22, 2019.
Mr. Bryan,
We used to send a separate approval memo for the review by Public Water Supply. Since we're

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
moving to paperless documents, your email comments will take the place of the old DEH memo.
Thanks for your help with this.
Thanks!
Sydney Carpenter
Environmental Specialist 1
Compliance and Expedited Permitting Branch
Division of Water Resources
NC Department of Environmental Quality
Office: 919-707-3712
sydney.carpenter(@ncdenr.gov
1617 Mail Service Center
Raleigh, NC 27699-1617
C.-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

DocuSign Envelope ID: EEC4F7D0-E51A-49CB-BD95-B14382FB03D9
42008646
J000642985
AFFIDAVIT OF PUBLICATION
STATE OF NORTH CAROLINA LEXINGTON, NC May 8, 20'19
DAVIDSON COUNTY
I, Lynn Bowers OF THE DISPATCH, A NEWSPAPER PUBLISHED IN THE CITY OF LEXINGTON, COUNTY AND STATE
AFORESAID, BEING DULY SWORN, SAYS THE FOREGOING LEGAL OF WHICH THE ATTACHED IS A TRUE COPY,
WAS PUBLISHED IN SAID NEWSPAPER ONCE, BEGINNING THE 8th DAY OF May, 2019.
PUBLICATION FEE: $ 132.09
(SEAL)
S TO AND SUBSCRIB D BEFORE ME, THIS TDAYOF
MY COMMISSION EXPIRES
Ad Copy
Public Notice
North Carolina
Environmental Management
Commission/Il Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Notice of Intent to Issue a
NPDES Wastewater Permit
The North Carolina
Environmental Management
Commission proposes to issue
a NPDES wastewater
discharge permit to the
person(s) listed below. Written
comments regarding the
proposed permit will be
accepted until 30 days after the
publish date of this notice The
Director of the NC Division of
Water Resources (DWR) may
hold a public hearing should
there be a significant degree of
public interest. Please mail
comments andlor information
requests to DWR at the above
address Interested persons
may visit the DWR at 512 N.
Salisbury Street, Raleigh, NC
to review information on file.
Additional information on
NPDES permits and this notice
may be found on our website:
http:/Ideg.nc.gov/aboutJdivision
s/water-res o u roes/wate r-
resou rces-permits/wastewater-
branchlnpdes-
wastewaterlpublic-notices,or by
calling [phone]. Kurz
Transfer Products, L.P.
requested renewal of permit
NC0070637/Kurz Transfer
Products WWTP in Davidson
County. Facility discharges to
Reedy Creek/Yadkin-Pee Dee
River Basin. Currently, Total
Residual Chlorine is water
quality limited. NCO059536:
Hilltop Living Center requested
renewal of permit for the Hilltop
Living Center WWTP;
Davidson County. This
permitted discharge is treated
wastewater to an unnamed
tributary to the Yadkin River;
Yadkin -Pee Dee River Basin.
Currently, BOD, Ammonia -
Nitrogen, MBAS and Total
Residual Chlorine are water
quality limited. Fred P. Cox
requested renewal of NPDES
permit NC0070033/Quail Run
Mobile Home Park
WWTP/Davidson County.
Facility discharges to Miller
Creek/Yadkin-Pee Dee River
Basin. Currently ammonia
nitrogen, total residual chlorine,
and fecal coliform are water
quality limited.
May 8, 2019
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