NCG551793_Fact Sheet_20240216

FACT SHEET FOR GENERAL PERMIT NCG550000
Discharge of Domestic Wastewater from Single Family Residences
and
Other 100% Domestic Discharges with Similar Characteristics
Basic Information
Permit Writer / Date
Siying Chen 11/13/2023
Permit Number
NCG551793
Owner Name
Mitchell County Animal Rescue (MCAR)
Facility Address
2492 US Highway 19E, Spruce Pine, NC 28777
Count / Re ional Office
Mitchell / ARO
Basin Name / Sub -basin number
French Broad / 04-03-06
Receiving Stream / HUC
UT to English Creek / 0601010801
Stream Classification / Stream Segment
C; Tr / 7-2-42
Latitude/Longitude
350 54' 17.9676" N, 820 6' 9.6048" W
Facility Overview:
This is an existing facility with one bathroom and a commercial washing machine, the facility is
designed to discharge 650 gallons per day (25 gpd/person for 10 employees) for commercial uses; it has
an unpermitted, pre-existing 1,000 gal septic tank and leaking disposal system.
Mitchell County Health Department denied their repair permit in March 2022, indicated that the site is
unsuitable for a sanitary system of sewage treatment and disposal due to insufficient space, unsuitable
for meeting required setbacks, and presence of fill material.
Proposed Improvements/Construction:
Replacement of the existing treatment system with the following new treatment system:
• Abandoning existing 1,000-gal septic tank
• Aqua -Safe Model AS750 EZ TOP unit
• UV disinfection
Hydrolo2ic Trespass:
Discharge point will be on the property, no easement is required.
Staff Report:
Staff report received from ARO (Rachel Rose) on 11/2/2023. ARO recommends issuance.
Page 1 of 2

Alternatives Summary (EAA):
Connection to an Existing Wastewater Treatment System
o City of Spruce Pine indicated that the property is not within the city's coverage area, and
the city has no plan to extend the service area. The closest sewer manhole is about 1 mile
away from the site, PVCA is approximately $1.09 million.
Land Application
o Ground (subsurface) Adsorption
■ No land available onsite or nearby, soil has high permeability but seeps and
springs cause excess wetness which interfere with absorption. PVCA is
approximately $76,800.
o Non -Discharge (Drip & Spray)
■ No land available onsite or nearby, soil has high permeability but seeps and
springs cause excess wetness which interfere with absorption. PVCA is
approximately $113,967.
Wastewater Reuse
o No land available onsite or nearby and little potential users. PVCA is approximately
$359,400.
Direct Discharge to Surface Waters
o The United States Geological Survey indicated that the stream has positive flow (annual
7g10 average about 0.05 cfs, average annual flow around 0.1 cfs). No TMDL and other
limitation in the French Broad River Basin that would limit the discharge. No presence of
endangered species. PVCA is around $32,624.
Combination of Alternatives
o There are no viable combinations of the above due to soil and cost limitations.
Page 2 of 2

DocuSign Envelope ID: 384F987A-CD8E-4D00-9F51-41109ABCF3DD
INCUUMJ11 MULJIV1101 W111L V - JWP SFR (NCG55) Staff Report Form
Verify permit Information against BIMs Information. Note any corrections required.
Date 2-Nov-23
To:(Permit Writer's Name) Siying Chen RO Contact Person: Rachel Rose
Regional Office ARO
Permit Number NCG551793
Permittee Mitchell County Animal Rescue
Facility Name/Address 2492 US Highway 19E
Facility County Mitchell
Maximum permitted flow 650 gallons/day
Date of Last inspection 30-May-22
Why is the permit needed? What is triggering the need for a Permit?
Unpermitted properly functioning sandfilter discharge system
Unpermitted failing sandfilter
Permitted failing conventional septic system
X Failed subsurface system
Expanding capacity of existing discharging system
Building a new single-family home, requesting a new coverage under NCG55
Functioning existing subsurface system: Owner can't expand existing system due to site constraints.
new discharging system to accommodate existing and new flow.
Other:
Possible alternatives: spray irrigation sewer subsurface discharge none other
Describe alternatives: NONE
Location of proposed/new Discharge Point(s): Latitude 35.904991 Approximate
Longitude-82.102668
Describe the outfall point in detail using information from the application and site visit.
Septic tank/Leach-field system will be replaced with an AquaSafe Pretreatment Unit along with UV disinfection
connected to the AquaSafe Unit. The outfall will be located within the property lines. The discharge point will be
along the bank of Compass Creek.
Outfall drains to: River Basin French Broad Receiving Stream Compass Creek
Sub -basin Stream Classification C; Tr
Stream Index (7-2-42)
Review Special Conditions/suggested changes/additional information needed/setback violations:
RO Recommendation
Supervisor approval
The ARO does not object to upgrading the existing failed facility and the issuance of
this permit in accordance with the current policy of Single Family NPDES Discharge.
Daniel Boss
Date: 11/6/2023
EvDocuSigned by:
cwut,�, j°jbSS
E397192DABFB4FF...

From:
Michael Lash
To:
Chen. Sivina; Amber Lowery
Subject:
Re: [External] Follow-up Questions for Mitchell County Animal Rescue NPDES Permit Application
Date:
Friday, February 9, 2024 10:16:05 AM
Attachments:
imaae001.ona
imaae002.ona
USGS Low Flow Reoort.odf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button
located on your Outlook menu bar on the Home tab.
This is the right report for this project. Sorry for the confusion.
Lash Engineering, Inc.
Michael Lash, PE.
704-847-3031
[e-mail]
From: Chen, Siying <[e-mail]>
Sent: Thursday, February 8, 2024 2:58 PM
To: Michael Lash <[e-mail]>; Amber Lowery <[e-mail]>
Subject: RE: [External] Follow-up Questions for Mitchell County Animal Rescue NPDES Permit Application
Hi Michael,
Thanks for the information! Just one last thing I want to double check with you: In the USGS low flow report you provided, I
noticed that the location is a little different than the proposed site (see below), just wondering if this is the right report for
this project.

USGS response to DWR USGS Low Flows request # 2021-113 (bated 2021/03/17) for
Cane Branch Yancey County...RE: [EXTERNAL] Low -flow request approval
Weaver, )ohn C <[e-mail]>
Thu 3/18/2021 5:25 PM
To: Michael lash €mike)@lashengineering.com>
Cc: Hill, David A <[e-mail]3.; [e-mail] <adugna,kebedeoncdenr.gov5; Montebello,
Michael J<Michael.Montebello@ncdenr,gov>; Albertin, Klaus P <[e-mail]>; Weaver, John C
<[e-mail]>
Mr. Lash,
In response to your inquiry about the low -flow characteristics for a location on Cane Branch adjacent to Cane
Branch Road (Secondary Road 1146) in the vicinity of Micaville in east Central Yancey 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 deter ination for the point of interest, identified by the
lat{long coordinates (35.89221,-82.23696) provided via email dated 03/17/2021 from the DWR
USGS Low Flow portal following your request submission.
No USGS discharge records are likewise known to exist for the point of interest.
in the absence of site -specific discharge records sufficlent for a low -flow analysis, estimates of low -
flow characteristics at engaged 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 been
determined.
A basin delineation completed using the online USGS StreamStats application for North Carolina
(httQs { streamstats.usgs.gav/ssj) indicates the drainage area far the point of interest (StreamStats
adjusted coordinates 35.89222,-82.23689 NAD83) is 0.57 sgmi.
If there's another low flow report for the proposed discharge location (35° 54' 17.9676" N, 82- 6' 9.6048" W), could you send
it to me?
Thankyou!
Siying (Sylvia) Chen (she/her/hers)
Environmental Specialist Il, Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone]
siyine.chenPdeq.nc.gov
D_E ��
NORTH CAROLINA
Department of Environmental Duality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Michael Lash <[e-mail]>
Sent: Thursday, January 18, 2024 10:38 AM

To: Chen, Siying <[e-mail]>; Amber Lowery <[e-mail]>
Subject: [External] Follow-up Questions for Mitchell County Animal Rescue NPDES Permit Application
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button
located on your Outlook menu bar on the Home tab.
I've completed the gravity sewer EAA alternative and have it attached. The public works director was very
helpful with the public system there in Spruce Pine, NC. We determined that the closest manhole was a
little over a mile away. The estimate and plan view is included in that pdf.
Amber worked with Mitchell County Environmental Health office when the facility first started having issues
with their onsite system. I've attached their "Turn -down letter" for the property. They never mentioned an
existing permit in their report. As I understand it, they never could locate the existing permit. This is the
reason that Amber and I went through the process of determining the existing flows that the facility needs
currently. That report is in our initial submittal. There are no facility expansion flows in our estimate.
Amber, if I'm not remembering correctly, please correct me.
Thanks,
Mike
Lash Engineering, Inc.
Michael Lash, PE.
704-847-3031
mikel e.lashengineering.com
From: Michael Lash <mikel anlashengineering.com>
Sent: Friday, December 1, 2023 1:39 PM
To: Chen, Siying <[e-mail]>; Amber Lowery <[e-mail]>
Subject: Re: [External] Re: Follow-up Questions for Mitchell County Animal Rescue NPDES Permit Application
Yes, I understand that.
Thanks,
Mike
Lash Engineering, Inc.
Michael Lash, PE.
704-847-3031
mikel glashengineering.com
From: Chen, Siying <siying.chenPdeq.nc.gov>
Sent: Friday, December 1, 2023 12:40 PM
To: Michael Lash <mikelPlashengineering.com>; Amber Lowery <director aPmitchellcountyanimalrescue.org>
Subject: RE: [External] Re: Follow-up Questions for Mitchell County Animal Rescue NPDES Permit Application
Hi Mike and Amber,
In addition to the distance to the nearby WWTP, we will also need to a PVCA for this connection alternative. If you can
identify the closest connection point is, an estimate based on that would be sufficient.
As for existing permit, it says unavailable in the application. I just want to double check and see if there's any permit that was
issued by the local government for the existing system?
Thankyou!
Siying (Sylvia) Chen (she/her/hers)
Environmental Specialist 11, Division of Water Resources

North Carolina Department of Environmental Quality
Office: [phone]
ss�ine.chen(@deq.nc.gov
E
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Michael Lash <mikelna lashen ig neering.com>
Sent: Wednesday, November 15, 2023 5:04 PM
To: Chen, Siying <s)1ing.chen(cDdeq.nc.gov>; Amber Lowery <directorPmitchellcountyanimalrescue.org>
Subject: [External] Re: Follow-up Questions for Mitchell County Animal Rescue NPDES Permit Application
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button
located on your Outlook menu bar on the Home tab.
Amber, I'll get this information for them.
Thanks,
Mike
Lash Engineering, Inc.
Michael Lash, PE.
704-847-3031
mikel&lashengineering. com
From: Chen, Siying <ssiyine.chen(cadeq.nc.gov>
Sent: Wednesday, November 15, 2023 4:00 PM
To: Amber Lowery <directorna mitchellcountyanimalrescue.org>
Cc: Michael Lash <mikel(@Iashengineering.com>
Subject: Follow-up Questions for Mitchell County Animal Rescue NPDES Permit Application
Hi Amber,
I'm preparing the NCG55 application for Mitchell County Animal Rescue for our internal EAA review and just have some
follow-up question. In the EAA, you provided an email with the city of Spruce Pine that says they don't have sewer coverage
at where the facility is located. I just want to know which WWTP is this referring to? And how far away is it from the MCAR
facility?
Thankyou!
Siying (Sylvia) Chen (she/her/hers)
Environmental 5pecialist 11, Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone]
ss�ing.chenPdeq.nc.gov

D_E
NORTH CAROLINA
Department of Environmental quali�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state
official.

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US _19E,
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VICINITY MAP not to stole
CLIENT:
Mitchell County Animal Shelter
2492 US Highway 19E
Spruce Pine, N.C.
28777
Contact Person:
INFOOMITCHELLCOUNTYANIMALRESCUE.ORG
[phone]
Date: 2-20-22
Wastewater Facility for:
MCAR
2492 US Highway 19E
Spruce Pine, NC
LASH
ENGINEERING
Consulting CMI Engineer/Planner
1104 Cindy Carr Drive
Matthews. N.C. 28105
Phone•. 704/847-3031
emall: mikel®lashengineering.com
Ucense #C-2433

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikeKDLashEn in_ e�ering com
Lash Engineering, Inc.
Engineering Alternatives Analysis (EAA)
Facility Name: Wastewater Facility for Mitchell County Animal Rescue (MCAR)
for Non -Municipal Applicant
2492 Hwy 19E Spruce Pine, NC 28777
Alternative B; Public Sewer Extension
Anthony Hensley with the Town of Spruce Pine was contacted for the availability of sewer for
this property. Anthony points out that the nearest sewer is currently very far from the site and
located within the Town of Spruce Pine, which is northeast of the site. There are no plans or
funds to extend the sewer toward the MCAR site. An address was privded to define the location
of the closest public manhole. Through GIS, we were able to create a map that shows both the
MCAR site and the location of the closest public sewer manhole. The sewer is within and
accessible through the public right-of-way of NC.HWY.19E and Greenwood Road. The MCAR
site is also approximately 108' in elevation higher than the existing manhole so gravity sewer is
at least physically possible. The distance to acquire this proposed public sewer is approximately
5,525 feet away.
Approximate cost for sewer main:
5,525'/8" gravity sewer laid adjacent to the existing road @ $195.00/ft. for pipe, manholes,
surveying and installation» $1,077,375. The City could require the extension to go past the
property to the end of the road, which is required for developments but for this example we will
assume that it stops at the property. There would also need to be installed a pump system to
pump the effluent from the property to the road. The cost of the pump, pump tank, and 2" force
main would be approximately $20,000 but that cost would not be part of the gravity public
extension so it will not be counted for this analysis. In addition to the cost of installation, the
costs of maintaining a 5,525 ft. of 8" main with 21 manholes over a 30-year period could
potentially be devastating. So, the sewer main would need to be turned over to the Town for
ownership and maintenance.
Tap fees » $1,500.00; Connection fee » $2,000.00
Total Approximate Cost for installation » $1,080,875

The Present Cost Analysis is included:
Present Value Cost Analysis:
PV = Co + C[(l+r)n-1 / r(1+r)n]
PV = Present Value of Costs
Co= Costs occurred in Present Year. $1,080,875 (installation costs)
C = reoccurring costs The City would take over maintenance costs. $0.00
Yearly Sewer Bill k $80/mth => 12 x 80 = $960.00
Total outlay of funds per yr. = 1960.00
t = time in years. (t=0 is the first year)
n = Ending year of the Facility (use 20 years)
r = current EPA discount rate (this value could be determined by the website provided or
Google search) therefore, we used the value from the example of 5.625%
PV = $1,080,875 + $960.00[(1+0.05625)20-1 / 0.05625(1+0.05625)20]
PV = $1,080,875 + 960.00[l.9877 / 0.1889]
PV = $1,080,875 + $960.00[10.520]
PV = 1 090 974
Conclusion:
Because the existing sewer is over a mile from the MCAR facility, the costs are cost prohibitive
for a single business. Extending these costs over a 30-year period and the costs of providing
sewer to a single business is cost prohibitive.

RE: Mitchell County Animal Rescue (MCAR)
[e-mail] <[e-mail]>
Tue 1/16/2024 1:41 PM
To:Michael Lash <[e-mail]>
Michael,
The proposed project for the Mitchell County Animal Rescue at 2492 Hwy 19E is outside the area served by
Spruce Pine public sewer. The nearest manhole is near 1111 Greenwood Road. Please let me know if you have
any questions.
Thank You,
Anthony Hensley
Public Works Director
Spruce Pine, NC
From: Michael Lash <[e-mail]>
Sent: Friday, January 12, 2024 11:17 AM
To: [e-mail]
Subject: Mitchell County Animal Rescue (MCAR)
Mitchell County Animal Rescue. I've attached some printouts to help give you a location for
the MCAR facility.
Anthony, you and I talked last Friday about the nearest manhole to server this facility. I need
to have the nearest manhole located and then I can take it from there with a cost estimate
and put it in the correct report format for the State.
Some municipalities do this with a No -Serve letter that basically states that your system
cannot serve this facility and with the letter they include the manhole location.
Let me know if you have any questions.
Thanks,
Mike
Lash Engineering, Inc.
Michael Lash, PE.
704-847-3031
[e-mail]

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USGS response to DWR USGS Low Flows request # 2022-219 (dated 2022/08/07) for
UT Brushy Creek Mitchell County ...RE: [EXTERNAL] Low -flow request approval
Weaver, John C <[e-mail]>
Wed 8/17/2022 9:42 AM
To: Michael Lash <[e-mail]>
Cc: [e-mail] <[e-mail]>;Montebello, Michael J
<[e-mail]>;Dowden, Doug<[e-mail]>;Litzenberger, Kristin S
< Kristin. Litzenberg [e-mail]>-Dena rd, Derek<[e-mail]>;Albertin, Klaus P
<[e-mail]>,-Weaver, John C <[e-mail]>
Mr. Lash,
In response to your inquiry about the low -flow characteristics for an unnamed tributary to Brushy Creek
adjacent U.S. Highway 19 near Estatoe in southern Mitchell County, the following information is provided:
A check of the low -flow files here at the USGS South Atlantic Water Science Center (SAWSC, Raleigh office)
indicates low -flow estimates previously determined within the Brushy Creek basin upstream and downstream
from the point of interest, identified by the lat/long coordinates (35.90558,-82.10416) provided via email
dated 08/07/2022 from the DWR USGS Low Flows portal following your request submission.. Completed
between 1986 and 1990, the low -flow characteristics were estimated based on transfer of flow characteristics
(by drainage -area proration) from nearby index sites in vicinity of the requested stream locations.
No USGS discharge records are known to exist for the point of interest.
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 35.90558,-82.10416 NAD83) is 0.13 sgmi, which confirms the drainage area submitted as part of
the request information.
For streams in Mitchell 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 sgmi 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
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at http://pubs.usgs.ggv/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 latter two reports indicates the presence of seven (7) nearby selected USGS partial -record
sites (4) and continuous -record streamgages (3) across southeastern Yancey County, southern Mitchell County,
and northern McDowell County 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 ==> from 0.16 to 0.52 cfsm (average about 0.36 cfsm, median about 0.35 cfsm)
Annual 30Q2 low -flow yields ==> from 0.36 to 1 cfsm (average about 0.74 cfsm, median about 0.83 cfsm)
Winter 7Q10 low -flow yields ==> from 0.22 to 0.7 cfsm (average about 0.51 cfsm, median about 0.58 cfsm)
Annual 7Q2 low -flow yields ==> from 0.28 to 0.78 cfsm (average about 0.6 cfsm, median about 0.66 cfsm)
Average annual discharge yields ==> from 1.5 to 3.4 cfsm (average about 2.5 cfsm, median about 2.8 cfsm)
Application of the above range in yields to the drainage area (0.13 sgmi) for the point of interest results in the
following estimated low -flow discharges:
Annual 7Q10 low -flow discharges =_> from 0.021 to 0.068 cfs (average about 0.047 cfs, median about 0.046
cfs) (rounded to 0.05 cfs)
Annual 30Q2 low -flow discharges =_> from 0.047 to 0.13 cfs (average about 0.096 cfs, median about 0.11
cfs) (rounded to 0.1 cfs)
Winter 7Q10 low -flow discharges =_> from 0.029 to 0.091 cfs (average about 0.066 cfs, median about 0.075
cfs) (rounded to 0.07 cfs)
Annual 7Q2 low -flow discharges ==> from 0.036 to 0.1 cfs (average about 0.078 cfs, median about 0.086 cfs)
(rounded to 0.08 cfs)
Average annual discharge discharges ==> from 0.2 to 0.44 cfs (average about 0.33 cfs, median about 0.36
cfs)
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.
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Hope this information is helpful.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist, PE Email. jcweaver@usg. gov
USGS South Atlantic Water Science Center Online: https://www.usgs.gov/centers/sa-water
North Carolina - South Carolina - Georgia
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone: [phone] // Fax; [phone]
From: Albertin, Klaus P <[e-mail]>
Sent: Sunday, August 7, 2022 10:09 AM
To: [e-mail]
Cc: Albertin, Klaus P <[e-mail]>; [e-mail]; Weaver, John C
<[e-mail]>; Montebello, Michael J <[e-mail]>; Dowden, Doug
<[e-mail]>; Litzenberger, Kristin S<[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: 219
Requestor: Michael Lash with Lash Engineering, Inc.
Requestor e-mail: [e-mail]
Requestor Phone: [phone]
Local Government:
Public Water Supply:
Consultant: Lash Engineering, Inc.
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Contact: Michael Lash
Reason: Permit
River/Stream: River Basin: French Broad Upper Tributary of Brushy Creek
Drainage Area (sq. mi.): 0.13
Latitude: 35.90558
Longitude:-82.10416
Other Information:
Statististics: ["7Q10","30Q2","7Q2"]
Approved by: Dowden, Doug
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