NC0089940_Application_20210120

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MICHAEL S.REGAN ;»
Secretory
S. DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
February 02, 2021
Joses Hideaway Restaurant
Attn: Malinda L Duvall -
217 Liberty Road
Reidsville, NC 27320
Subject: Permit Application
Application No. NC0089940
Jose's Restaurant WWTP
Rockingham County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 913 in the amount of $860.00 as payment of the application fee. These
items were received in our offices on January 20, 2021. Your application will be assigned to a permit writer within the
Section's NPDES WW permitting branch. The permit writer will contact you if additional information is required to
complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sin rel,a
ea!i A
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Stephen Buchanan, P.E.
ec: WQPS Laserfiche File w/application
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avu alley, williams, carmen & king, inc.
OKEngineering • Architecture • Land Surveying
December 15, 2020
Mr. Wren Thedford
NCDEQ/DWR/SWPS/Point Source Branch
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NPDES Permit for Joses Hideaway Restaurant
Dear Mr.Thedford:
Enclosed are the permitting documents for the sand filter septic system for Joses Hideaway Restaurant. Joses
Hideaway Restaurant is located at 170 Joses Drive Stoneville, NC 27048.
This system was previously permitted and in operation but the permit expired in 2017 and was not renewed. The
old permit number is NC0085189 for your reference. The owner fell ill and passed away and the executor of the
estate was not familiar with the permitting process involved. The executor of the estate has buyers who want to
purchase the property as soon as the permit for the septic system is issued. They system has not been operated
since the permit expired.
Attached you will find the following:
• Application Form D
• Application fee of$860
• Engineering Alternatives Analysis(EAA)
• Receiving stream classification (WS-IV)
• 7Q10 streamflow data
• Status of the receiving stream of the Division's 303 (d) list(Buffalo Creek was not on the Division's 303(d)
list)
• Topographical map of the discharge location showing the existing outfall location
• Schematic of the site showing all existing wastewater discharges and their paths from the treatment
system to the receiving stream
• Sampling reports from 2006-2009
If you have any questions or concerns please feel free to call me at 336-226-5534 or email me at
[e-mail].
Sincerely,
Alley,Williams, Carmen, & King, Inc.
4,4,444.444.-
Stephen G. Buchanan, P.E.
740 Chapel Hill Road(27215) - P.O. Box 1179 - Burlington, North Carolina 27216
Tel. -[phone] - Fax—[phone] - awck.com
ESTABLISHED - 1960

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 Resources / NPDES Program
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit GNCOODM 40
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 Malinda A. &Jason A. Duvall, MD c/o Margaret Hankins
(Realtor)
Facility Name Joses Hideaway Restaurant
Mailing Address 217 Liberty Rd
City Reidsville
State / Zip Code NC/27320
Telephone Number [phone]
Fax Number ( )
e-mail Address Margarethankin sip gmail.com
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 170 Joses Drive
City Stoneville
State / Zip Code NC / 27048
County Rockingham
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 Smith Industries
Mailing Address 235 Richardson Rd.
City Reidsville
State / Zip Code NC/27320
Telephone Number [phone]
Fax Number ( )
e-mail Address smithindustrie i;bellsouth.net
1 of 3 Form-D 9/2013

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
Commercial ❑ Number of Employees
Residential ❑ Number of Homes
School ❑ Number of Students/Staff
Other ® Explain: Restaurant (10 - 20 Employees)
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Restaurant single service
Number of persons served: 200 seats
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
Unnamed tributary that connects to Buffalo Creek.
8. Frequency of Discharge: ❑ Continuous ® Intermittent
If intermittent:
Days per week discharge occurs: 7 Duration: 10 minutes x 10 times per day
9. Describe the treatment system
List all installed components, including capacities, provide design removal for ROD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
Equalization tank, spray sand filter tanks, chlorination contact, and dechlorinaton tank.
2 of 3 Form-D 9/2013

NPDES APPLICATION - FORM D
For privately-owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.005 MGD
Annual Average daily flow 0.002 MGD (for the previous 3 vears)(Anticipated flow based on
previous data)
Maximum daily flow 0.003 MGD (for the previous 3 years)(Anticipated flow based on previous
data)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
NEW APPLICANTS:Provide data for the parameters listed. Fecal Coliforrn, 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 post 36 months for parameters currently in your permit. Mark other parameters "N/A".
Daily Monthly Units of
Parameter
Maximum Average Measurement
Biochemical Oxygen Demand (BOD5) 45 30 mg/L
Fecal Coliform 400 200 CFU/100 mL
Total Suspended Solids 45 30 mg/I,
Temperature (Summer)
Temperature (Winter)
pH 9 7.1 s.u.
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 NC0085 189 (Expired) Dredge or fill (Section 404 or CWA)
PSD (CAA) Other
Non-attainment program
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.
Printed name of Person Signing Title
Signature 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.0 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 912013

IIUJ alley, williams, carmen & king, inc.
Engineering • 1rchiteclurc • Land Surrc_ring
ENGINEERING ALTERNATIVES ANALYSIS
This Engineering Alternatives Analysis is prepared for:
Joses Restaurant
170 Joses Drive
Stoneville, NC 27048
Rockingham County, NC
This site has a sand filter septic system that was previously permitted until 2017 when the permit expired.
The old permit number is NC0085189 for your reference. The last time the system was in operation was
in 2014 before the owner fell ill. The system had been operated and maintained by a licensed operator
until it was shutdown and had no known operational issues. The system has not been operated since
2014 and the current owner has a motivated buyer who wants to purchase the property and reopen the
restaurant as soon as possible.
The site is located at the end of Joses Drive off of NC-135 in Rockingham County, NC. When the
restaurant was first built suitable soils were not available for traditional septic tank and drainfield
installation. Much of the area has poor soil quality for septic system drainage. The only option at the time
was to serve the site with a sand filter septic system. Other options were explored such as pumping
discharge to an offsite drainfield, extending Rockingham County sewer to the site, and extending City of
Eden sewer to the site. None of those alternatives were feasible.
The following are alternatives that were evaluated in this analysis to serve the site.
CONNECT TO EXISTING PUBLIC SEWER SYSTEM
There is public sewer services available that is owned by the City of Eden. The existing sanitary sewer is
located approximately 2.5 miles from Joses Restaurant. The gravity sewer is located at the intersection
of NC 135 and Harrington Highway. This could be an option if property owners are willing to grant an
easement.
Another potential public sewer alternative is owned by Rockingham County and that is located
approximately 6.7 miles from Joses Restaurant at the intersection of NC 135 and US 220. This would be
a cost prohibitive option due to the length of sewer that would be required and land acquisition for
easements. Rockingham County wouldn't extend sewer service unless the majority of property owners
applied for sewer service. The area is too sparse to justify a sewer extension to serve Joses Restaurant.
Currently, there is no plans for the City of Eden to expand and extend their sewer services toward Joses
Restaurant. They, like many municipalities, believe that development should pay for itself so the
requestor will pay the full cost for an extension. The topography does not support a gravity sewer
extension so most of the system would be a low pressure sewer system and pump station and force
main. The anticipated flow for the lift station would be less than 50,000 gpd. Since this is outside of city
limits it is unlikely they would take over ownership of the infrastructure once it is built. NCDOT generally
does not allow private utilities inside their right-of-way so a private extension wouldn't be allowed. The
City generally does not take over infrastructure unless they can recoup their costs and with the area
having such a low density it would be cost prohibitive for them to take over the system.
740 Chapel Hill Road(27215) - P O. Box 1179 - Burlington, North Carolina 27216
Tel. -[phone] - Fax—[phone] - awck.com
ESTABLISHED - 1960

a 1 alley, williams, carmen & king, inc.
0 Engineering • Architecture • Land Surrc' ring
Neither alternative is feasible due to the high cost for construction, obtaining easements from property
owners, and ownership of the system once it is built. No additional costs should be included in this
alternative since it is not financially feasible.
Cost Breakdown
Description Quantity Unit Cost Total Cost
8" Gravity Sewer Extension 1351 $ 85.00 $ 114,835.00
Bore Underneath Harrington Hwy. 170 $ 120.00 $ 20,400.00
6 Force Main 11128 $ 60.00 $ 667,680.00
Pump Station 1 $ 250,000.00
Land Acquisition for pump station 1 $ 8,000.00 $ 8,000.00
2" Private Force Main 800 $ 20.00 $ 16,000.00
Total Estimated Cost $ 1,076,915.00
LAND APPLICATON
Information was obtained for a similar size septic system that was installed for a restaurant located in
Rockingham County. For that restaurant it had similar soil properties as found in the vicinity. The permit
for the other restaurant was for 3,000 gpd with a Long-Term Acceptance Rate (LTAR) = 0.25. Joses
Restaurant has similar soils and is a single service facility(based off of NC 2T Rules)with 200 seats. The
design flow is 200 seats x 20 gpd/seat= 4,000 gpd. Using previous LTAR data of 0.25 would require
approximately 5,000 LF of trench lines. This would require considerable property that has suitable soils
and not too steep. For the other restaurant they required approximately 6 acres for the initial 3,000 gpd
and the repair area. Joses would require approximately 8 acres which accounts for setbacks and
unusable topography.
Joses Restaurant property does not have suitable soils on-site for the design flow. Using a USGS Quad
Sheet and Soil Maps areas were identified as possible areas for off-site disposal. There are houses and
businesses on both sides of NC-135 and they are served by well and septic. After reviewing the
topography and aerials for the area a 200' strip of land on each side of NC-135 is generally reserved for
well and septic systems. At 800'-1,000'from NC-135 the topography is unsuitable for septic.
Looking for property to dispose of the flow should be limited to no more than 2,500' in each direction from
Joses. Beyond that range it becomes financially not feasible and impractical to pump to a drainfield. It is
unlikely adjacent property owners would be willing to provide an easement for a private force main. This
analysis assumes that land is available for purchase at one of the potential sites.
A local realtor provided data for land costs/easements. The septic system prices are based off of data
obtained from a local septic installer. Estimated costs for this alternative are as follows:
740 Chapel Hill Road(27215) - P O. Box 1179 - Burlington, North Carolina 27216
Tel -[phone] - Fax—[phone] - awck.corn
ESTABLISHED - 1960

liii alley, williams, carmen & king, inc.
113KEngineering •• Architecture •• Land Surveying
Cost Breakdown
Description' . Qlimisk, uantity Unit Cost. Total Cost
Drainfield 5000 $ 6.00 $ 30,000.00
2" Force Main-2 lines 4000 $ 12.00 $ 48,000.00
Land Acquisition 8 $ 8,000.00 $ 64,000.00
Private Easement for Force Main 1500 $ 15.00 $ 22,500.00
Total Estimated Cost $ 164,500.00
The owner will use the existing grease trap, septic tanks, pump tank, pumps, and controls. This
alternative is financially not feasible, and no further costs should be included.
WASTEWATER REUSE
Currently,there are no potential recipients for recycled gray water. Based on cost data for a recycle
system installed in Guilford County a few years ago for a car wash, the estimated cost for a 4,000 gpd
system would be$250,000. This would be impractical and financially not feasible.
SUMMARY
Joses Restaurant has an existing septic sand filter system that was designed for 5,000 gpd and was in
operation until 2014 when the restaurant closed. The system was operating without problems and was
monitored by a licensed operator(reports from 2008&2009 enclosed) until its closure before the
previous owner fell ill. The current owner has no reason to abandon the system and the alternatives
evaluated do not offer any practical and financially feasible options. It is recommended that a new
NPDES Permit be issued for the new owner and that the system be operated and maintained by a
licensed operator.
Thank you for your review and assistance. If there is any additional information you need, questions, or
concerns please call or email me.
Sincerely,
,,,,,,,m u,,,,►,,
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Stephen G. Buchanan, P.E. ��, ',17
alley,williams, carmen &king, inc. _ SEAL _
740 Chapel Hill Road = 041334
7.Burlington, N.C. 27215 . Nam, 2 .
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740 Chapel Hill Road(27215) - P.O. Box 1179 - Burlington, North Carolina 27216
Tel -[phone] - Fax—[phone] - awck.com
ESTABLISHED - 1960
1

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 government(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.
Name of local government 196-k,[A/G M Oooy-r-ti
(City/C tty)
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[ lo [ ] 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[4No[ ]
If there is a zoning or subdivision ordinance in effect,is the plan for the proposed facility consistent with the ordinance? Yes[V(
No [ ]
Date/ A/ V O O Signature444 C . 4.
(City Manager/ ounty i anager)
State of North Carolina ,County of_ Rockingham
On this ^Lk day of Y I OI 1.1AA`CX r , personally appeared before me,the said
name lance L. Metzler 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 axe true. ,,',�,�•,11 II{se is e, ,
4.
My Commission expires 1 ` a 1' �? (Signature of Notary Public) a .••••'•..• F`st
Notary PullIc = $e �' $
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EAA Guidance Document Recision:October 2019
Page 8 of 8

'�aH 'c° ROCKINGHAM COUNTY
! \
i -: �� .�� GOVERNMENTAL CENTER
\,*.'AlIllow y_*� Community Development
November 24,2020
To: Concerned Parties
From: Emily Bacon
Re: Verification of Zoning District
The following correspondence has been prepared regarding a parcel of land measuring(+/-) 6.57
acres. This parcel is located within the zoning jurisdiction of the Rockingham County. The parcel
is zoned Community Shopping and Residential Agriculture. The+/- 3.3 acres closest to NC 135
are zoned Community Shopping. This portion of the parcel contains buildings that were
previously used for a restaurant business. The back+/- 3.27 acres of the property are zoned
Residential Agriculture.
This property is described as:
Parcel Number: 177520
Tax PIN: 7958-02-58-3402
170 JOSES' DRIVE
STONEVILLE,NC 20748
Community Shopping is an old zoning classification of Rockingham County, it has been
determined to be most similar to the current Neighborhood Commercial zoning district.
This notice confirms that Restaurant is a permitted use in Rockingham County's Neighborhood
Commercial District.
Regards,
Emily Bacon,Planner
Rockingham County Department of Planning&Inspections
336-342-8364
[e-mail]
371 NC 65, Reidsville,NC 27320 I PO Box 105,Wentworth,NC 27375
Telephone: [phone] I Fax: [phone]

Attachment A. Local Government Re
view 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 governments) 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 government(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.
Name of local government City of Eden
(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[X] If no,please sign this form,have it notarised,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 N ovt q, Off,0 Signature .q i
(City Manager/County Manager)
State of NO(411 CCi t0[ ,County of gOL r.►npo1r»
On this I"1 day of NOdtnnWe' ,2ozo,personally appeared before me,the said
name J`n M. Menottnha I I 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 0 q- 702 S . (Signature of Notary Public) 1$61M J
Notary Public(Official Seal)
RL.
01 Nor
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EAA Guidance Document Revision:October 2019 % (>1 17,243' 0/
Page 8 of 8 ...••
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DWR Permits Map
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( (1 of.') ► D X
6 Straern Information:
e Stream Index. 22-37
•4 Stream Name Buffalo Creek
C I 0Description. From source to Dan
River
Classification WS-IV
Date of Class August 2 1992
Whet does this Class. More Info
mean'
River Base Roanoke
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11/27/2020, 11:39:42 AM 1:9,028
0 0.05 0.1 0.2 mi
Non Discharge Land Application Field Permits (View) I . ' ' .-' i . . ' • 1
0 0.1 0.2 0.4 km
--_ Surface Water Classifications
Rockingham County, State of North Carolina DOT, Esri, HERE, Garmin,
NM Major Basins Basin Planning Branch
nir ncn

Steve Buchanan
From: Hill, David A <[e-mail]>
Sent: Tuesday, December 8, 2020 11:37 AM
To: Steve Buchanan
Subject: Fw: USGS response to DWR USGS Low Flows request#2021-102 (dated 2020/11/25)for UT Buffalo
Creek Rockingham County...RE: [EXTERNAL] Low-flow request approval
Steve,
I've forwarded the low-flow results from USGS below. The 7Q10 flow is estimated to be zero with a small but
positive 30Q2 flow. Minimum treatment levels would be those specified in 15A NCAC 02B .0206(d)(1), BOD5=
5 mg/L, NH3-N = 2 mg/L, and DO= 6 mg/L. Please keep in mind these are minimum treatment levels and may
be lower, nor do they guarantee an issuance of an NPDES permit. Feel free to contact me if you have any
questions.
Sincerely,
David Hill
Environmental Specialist II
**Email preferred during this State of Emergency**
NC DEQ/Division of Water Resources/Water Quality Permitting
NPDES Industrial Permitting, Wastewater Branch
919 707 3612 office
919 707 9000 main office
[e-mail]
Physical Address: 512 North Salisbury St.,Raleigh, NC, 27604
Mailing Address: 1617 Mail Service Center, Raleigh, NC, 27699-1617
Email correspondence to and from tins address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From:Weaver,John C<[e-mail]>
Sent: Friday, December 4, 2020 3:00 PM
To: Hill, David A<[e-mail]>
Cc: Hill, David A<[e-mail]>; Kebede,Adugna <[e-mail]>; Montebello, Michael J
<[e-mail]>;Albertin, Klaus P<[e-mail]>;Weaver,John C
<[e-mail]>
Subject: USGS response to DWR USGS Low Flows request#2021-102 (dated 2020/11/25)for UT Buffalo Creek
Rockingham County...RE: [EXTERNAL] Low-flow request approval
CAUTION:External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
David,
In response to your inquiry about the low-flow characteristics for a location on an unnamed tributary to Buffalo
Creek in the vicinity of Eden in north central Rockingham County,the following information is provided:
1

A check of the low-flow files here at the USGS South Atlantic Water Science Center(Raleigh office) does not
indicates a previous low-flow determination for the point of interest, identified by the lat/long coordinates
(36.46778, -79.8325) provided via email dated 11/25/2020 from the DWR USGS Low Flow portal following your
request submission. However,the low-flow files do indicate some previous determinations at nearby locations
within the Buffalo Creek basin with the estimates having been computed using index sites having a somewhat wide
range of low-flow yields.
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, or cfsm) at nearby sites where estimates have previously been determined.
A basin delineation completed using the online USGS StreamStats application for North Carolina
(https://streamstats.usgs.gov/ss/) indicates the drainage area for the point of interest(StreamStats adjusted
coordinates 36.46778, -79.83249 NAD83) is 3.18 sqmi, which confirms the drainage area submitted as part of the
request information.
For streams in north central Rockingham 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 basin-wide report for the Roanoke River basin published in 1996. It is USGS Water-Resources
Investigations Report 96-4154, "Low-flow characteristics and profiles for selected streams in the Roanoke River
Basin, North Carolina" (Weaver, 1996). An online version of the report is available through
http://pubs.er.usgs.gov/publication/wri964154. The report provides the low-flow characteristics (based on data
through 1994)for continuous-record gaging stations and partial-record sites within the Roanoke basin. The report
also provides low-flow discharge profiles (7Q10, 30Q2, winter 7010, and 7Q2) for the reaches of Dan River and
Roanoke River in North Carolina as well as selected tributaries within the basin.
(3)The third 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.
Low-flow characteristics estimated for point of interest:
Inspection of the reports indicates the presence of seven (7) nearby selected USGS partial-record sites(7) and
continuous-record streamgages (0) in the general vicinity of the point of interest where low-flow characteristics
were published. Among these 7 index sites,the low-flow discharge yields for the indicated flow statistics are as
follows:
Annual 7Q10 low-flow yields==>0 cfsm (both average and median about 0 cfsm) (zero flow 7Q10 at all 7 index
sites)
2

Annual 30Q2 low-flow yields==>from 0.081 to 0.27 cfsm (average about 0.21 cfsm, median about 0.22 cfsm)
Winter 7Q10 low-flow yields==>from 0.12 to 0.24 cfsm (both average and median about 0.2 cfsm)
Annual 7Q2 low-flow yields==>from 0.04 to 0.2 cfsm (average about 0.14 cfsm, median about 0.16 cfsm)
Average annual discharge yields==>from 0.9 to 1.2 cfsm (both average and median about 1.1 cfsm)
Application of the above range in yields to the drainage area (3.18 sqmi)for the point of interest results in the
following estimated low-flow discharges:
Annual 7Q10 low-flow discharges==>from 0 to 0 cfs(both average and median about 0 cfs)
Annual 30Q2 low-flow discharges==>from 0.26 to 0.86 cfs(average about 0.67 cfs, median about 0.7 cfs)
Winter 7010 low-flow discharges==>from 0.38 to 0.76 cfs(both average and median about 0.64 cfs)
Annual 7Q2 low-flow discharges==>from 0.13 to 0.64 cfs (average about 0.45 cfs, median about 0.51 cfs)
Average annual discharge discharges==>from 2.9 to 3.8 cfs(both average and median about 3.5 cfs)
Of note,the basin upstream from the point of interest is located within the Triassic basin geologic unit. As stated in
the basin-wide report for the Roanoke River basin (page 10), "The noted exception is the Triassic basin across parts
of Stokes and Rockingham Counties that is underlain by basalt and sedimentary rocks, which include sandstone,
siltstone, and shale." From a hydrologic perspective, streams underlain by this geologic unit have very little to no
potentials for sustained base flows during extended dry periods. At sites underlain by the Triassic basin where the
USGS has collected sufficient records for low-flow analyses,the low-flow characteristics for sites having drainage
areas that would typically be expected to have sustained flows actually have some of the lowest low-flow estimates
in the state.
Please note:
(1)The estimated flows are provided in units of cubic feet per second (cfs).
(2)The low-flow yields provided above are rounded to 2 significant figures. Estimated low-flow discharges less
than 1 cfs are rounded to 2 significant figures. If between 1 and 100 cfs,then rounded to 1 decimal place; if greater
than 100, then rounded to the nearest whole number(zero decimal places).
(3)The information provided in this message is based on a preliminary assessment and considered
provisional, subject to revision pending collection of future data and further analyses.
These provisional streamflow statistics are provided via the DWR USGS Low Flows cooperative agreement between
the USGS and the N.C. Department of Environmental Quality, Division of Water Resources.
Hope this information is helpful.
Thank you.
Curtis Weaver
J.Curtis Weaver, Hydrologist,PE Email:icweaveratusos.00v
USGS South Atlantic Water Science Center Online:https://www.usas.aov/centers/sa-water
North Carolina-South Carolina-Georgia
3916 Sunset Ridge Road
Raleigh,NC 27607
Phone:[phone] // Fax:[phone]
3

From:Albertin, Klaus P<[e-mail]>
Sent:Wednesday, November 25, 2020 3:15 PM
To: Hill, David A<[e-mail]>
Cc:Albertin, Klaus P<[e-mail]>; Hill, David A<[e-mail]>; [e-mail];
Weaver,John C<[e-mail]>; Montebello, Michael J<[e-mail]>
Subject: [EXTERNAL] Low-flow request approval
This email has been received from outside of DOI-Use caution before clicking on links,opening attachments,or responding.
Your request has been approved and will be forwarded to USGS.A response from USGS usually takes 7-10 business
days.
Request Flow Statistic Approval
Request ID: 102
Requestor: David Hill
Requestor e-mail:[e-mail]
Requestor Phone:[phone]
Local Government:
Public Water Supply:
Consultant:
Contact:
Reason: Permit
River/Stream: UT to Buffalo Creek, Rockingham County
Drainage Area (sq. mi.): 3.18
Latitude: 36.46778
Longitude:-79.8325
Other Information:
Statististics: ["7Q10","7Q10-Winter","30Q2","Average Annual"]
Approved by:Albertin, Klaus P
4

2018 NC Category 5 Assessments "303(d) List" Final DE
-�
Q ,0)
Pasquotank River Basin Pamlico Sound Subbasin 03020105 .^^� � �a-.. "'
30-22-30a Sandy Bay
DEH Closure Area
Classification SA;HQW I engtli or Area 38 Units S Acres Previous AU Number
(Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria SH PRO Shellfish Growing Area Status (Fecal,SH,SA) 5
30-22-30-1 The Slash
From source to Sandy Bay
Classification SA;HQW Length or Area 31 Units S Acres Previous AU Number
(Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria SH PRO Shellfish Growing Area Status (Fecal, SH,SA) 5
6u��to Eck Roanoke River Basin Middle Roanoke Subbasin 03010102
15 ;n Rxnolze- Rlu►- 6014:n Middle Roanoke Subbasin 03010102
23-8-(1)a Nutbush Creek (Including Nutbush Creek Arm of John H. Kerr Reservoir below normal pool elevation)
From source to NC 39
Classification C Length or Area 2 Units FW Miles Previous AU Number
r
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Fair Benthos (Nar,AL, FW) 5
23-8-(1)b Nutbush Creek (Including Nutbush Creek Arm of John H. Kerr Reservoir below normal pool elevation)
From NC 39 to SR 1317
Classification C Length or Area 2 Units FW Miles Previous:AU Nuriib r
!Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Fair Benthos (Nar,AL, FW) 5
Exceeding Criteria Fair Fish Community(Nar,AL, FW) 5
Upper Dan Subbasin 03010103
6/3/2019 2018 NC Category 5 Assessments "303(d) List" Approved by EPA May 22,2019 Page 139 of 262

IM
2018 NC Category 5 Assessments "303(d) List" Final
iirenD
Roanoke River Basin Upper Dan Subbasin 03010103 Nmetneei: ......moo..\
22-27-(7) Belews Creek (including Belews Lake below elevation 725) (1)
From Southern Railroad Bridge to to a point 1.8 mile downstream of Forsyth-Stokes County Line
Classification C Length or Area 790 Units FW Acres Previous AU Number
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria > 10%and>90 conf Water Temperature (32°C,AL, LP&CP) 5
22-27-(7.5)a Belews Creek (including Belews Lake below elevation 725) (1)
From a point 1.8 mile downstream of the Forsyth-Stokes County Line to a line across the reservoir 1.75 miles upstream of the dam, excluding the
Arm of Belews Lake described below which are classified "WS-IV&B"
Classification WS-IV Length or Area 427 Units FW Acres Previous AU Number 22-27-(7.5)
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria > 10% and >90 conf Water Temperature(32°C,AL, LP&CP) 5
22-(1)b DAN RIVER (North Carolina portion)
From Little Dan River to Peters Creek
Classification C;Tr Length or Area 12 Units FW Miles Previous AU Number i
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Turbidity(10 NTU,AL,Tr) 5
22-18 Mill Creek
From source to Dan River
Classification C Length or Area 5 Units FW Miles Previous AU Number
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Fair Benthos (Nar,AL, FW) 5
6/3/2019 2018 NC Category 5 Assessments "303(d) List"Approved by EPA May 22,2019 Page 140 of 262

2018 NC Category 5 Assessments "303(d) List" Final DE
Q0)
Roanoke River Basin Upper Dan Subbasin 03010103
22-40-(1) Smith River
From North Carolina-Virginia State Line to a point 0.8 mile downstream of Rockingham County SR 1714 (Aiken Road)
Classification WS-IV Length or Area 3 Units FW Miles Previous AU Number
,Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Fair Benthos (Nar,AL, FW) 5
22-40-(2.5) Smith River
From a point 0.8 mile downstream of Rockingham County SR 1714 (Aiken Road)to Fieldcrest Mills Water Supply Intake
Classification WS-IV;CA Length or Area 1 Units FW Miles Previous AU Number
'Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Fair Benthos (Nar, AL, FW) 5
22-40-(3) Smith River
From Fieldcrest Mills Water Supply Intake to Dan River
Classification C Length or Area 2 Units FW Miles Previous AU Number
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Fair Benthos (Nar,AL, FW) 5
Lower Dan Subbasin 03010104
22-56-(3.5)a Country Line Creek (Farmers Lake)
Upper reservoir- From a point 0.5 mile upstream of mouth Nats Fork to dam at Farmer Lake (Town of Yanceyville water supply intake located 1.8
mile upstream of N.C. Hwy. 62)
Classification WS-II;HQW,CA Length or Area 91 Units FW Acres Previous AU Number 22-56-(3.5)
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria > 10% and >90 conf Turbidity(25 NTU, AL, FW acres &SW) 5
Exceeding Criteria > 10%and >90 conf Chlorophyll a (40 µg/I,AL, NC) 5
6/3/2019 2018 NC Category 5 Assessments "303(d) List" Approved by EPA May 22,2019 Page 141 of 262

2018 NC Category 5 Assessments "303(d) List" Final DE
Q
Roanoke River Basin Lower Dan Subbasin 03010104 ..:i .„ r •—....o..� /'i
22-(55.75) DAN RIVER (North Carolina portion) �/
From the City of Roxboro's intake to the last crossing of North Carolina-Virginia State Line
Classification C Length or Area 1 Units FW Miles Previous AU Number 22-(39)b
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Turbidity(50 NTU,AL, FW miles) 5
22-58-12-6a Marlowe Creek
From source to Mitchell Creek
Classification C Length or Area 7 Units FW Miles Previous AU Number
,Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Fair Benthos(Nar, AL, FW) 5
22-58-12-6b Marlowe Creek
From Mithcell Creek to Storys Creek
Classification C Length or Area 5 Units FW Miles Previous AU Number
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Copper Dissolved Chronic(varies,AL, FW) 5
22-58-4-(1.4)a South Hyco Creek (Lake Roxboro)
From backwaters of Lake Roxboro to 1.6 miles downstream
Classification WS-II,B;HQW Length or Area 124 Units FW Acres Previous AU Number 22-58-4-(1.4)
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria > 10% and>90 conf Chlorophyll a (40 µg/I, AL, NC) 5
Roanoke Rapids Subbasin 03010106
6/3/2019 2018 NC Category 5 Assessments "303(d) List"Approved by EPA May 22,2019 Page 142 of 262

2018 NC Category 5 Assessments "303(d) List" Final
D
E Q„„)
Roanoke River Basin Roanoke Rapids Subbasin 03010106 6-.7.^ 1 ^ �.1\4000'0'
23-10-3 Blue Mud Creek
From source to Smith Creek
Classification C Length or Area 2 Units FW Miles Previous AU Number
;Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria > 10% and >90 conf Dissolved Oxygen (4 mg/I, AL, FW) 5
23-10-2 Newmans Creek (Little Deep Creek)
From source to Smith Creek
Classification C Length or Area 6 Units FW Miles Previous AU Number
Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Fair Benthos (Nar,AL, FW) 5
23-10a Smith Creek
From source to Cabin Branch
Classification C Length or Area 6 Units FW Miles Previous AU Number
'Assessment Criteria Status Reason for Rating Parameter of Interest Category -
Exceeding Criteria Fair Benthos(Nar,AL, FW) 5
23-10c Smith Creek
From SR1208 to North Carolina-Virginia State Line
Classification C Length or Area 3 Units FW Miles Previous AU Number
'Assessment Criteria Status Reason for Rating Parameter of Interest Category
Exceeding Criteria Fair Benthos (Nar,AL, FW) 5
Tar-Pamlico River Basin Subbasin
Subbasin
6/3/2019 2018 NC Category 5 Assessments "303(d) List"Approved by EPA May 22,2019 Page 143 of 262

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NPDES PERMIT NO. Np 0085189 DISCHARGE NO. MONTH, Kai a re-1-1.. YEAR aD O �o
FACILITY NAME Jose's Resi-allrant CLASS COUNTY Rockirvjharn
OPERATOR IN RESPONSIBLE CHARGE(ORC) Dillard Wyatt GRADE. - PHONE [phone]
CERTIFIED LABORATORIES(I) Mrs ar1'1r (2)
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DIVISION OF WATER QUALITY (SIGNATURE OP OPERA R IN RESPONSIBLE CHARGE) DATE
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DIVISION OF WATER QUALITY (SIGNATURE OF OPERATOR t,...Q a IN PONSIBLE CHARGE) , 66
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/19
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ace Analytical 370 West Meadow Road
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ANALYTICAL RESULTS
Project: Joses WW Testing
Pace Project No.: 9213784
Sample: EFFLUENT Lab ID: 9213784001 Collected: 02/19/08 12:45 Received: 02/19/08 13:07 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qua]
MB1O 9222D Fecal Collform EDN Analytical Method:SM 9222D
Fecal Coliforms NO CFU/100 mL 1.0 1 02/19/08 13:52
HEM,Oil and Grease Analytical Method:EPA 1664A
Oil and Grease ND mg/L 5.0 1 03/03/08 13:10
2540D Total Suspended Solids Analytical Method:SM 2540D
Total Suspended Solids ND mg/L 3.3 1 02/24/08 10:46
5210E BOO,Low Level Analytical Method:SM 5210E
BOD,5 day 3.5 mg/L 2.0 1 02/21/08 07:30 02/26/08 08:30
350.1 Ammonia Analytical Method:EPA 350.1
Nitrogen,Ammonia 0.46 mg/L 0.10 1 02/24/08 11.10 7764-41-7
Date:03/04/2008 09:58 AM REPORT OF LABORATORY ANALYSIS Page 3 of 9
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without the written consent of Pace Analytical Services,Inc.