NCG551652_Regional Office Physical File Scan Up To 6/3/2020

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Division of Water Resources FOR AGENCY USE ONLY
RA National Pollutant Discharge Elimination System(NPDES) Dale Received
NCDENR Applicati for Coverage Under Genera[ Permit Ye 4°ntn mar
qq NCG550000 ,tr cede fcnre,ase 5
/ ling+e' annly Residences and/or facilities discharging
d v_
J'V _<IOOO gallons per dal�ofdon+estinvaslewaler Check It pm°+mn
NOTICE OF ENT AW,,sdTo:
[Required by NCAC 02H .0127 d );[ten.definition see 15A NCAC 02H.0103(19)1
(Press TAB to novigale form)
1. Regional Office contact(Please note: This application will be returned if you have not met with a
representative from the appropriate regional office.):
Please list the NCDENR Regional Office representative(s)with whom you have met:
Name(s); Date: Click hereto
enter a (late.
2. Mailing address of owner/operator: (address to which all correspondence should be ygpr/e6VE0/DFNR/
Owner Name Quiet Creek Properties LLC RGG O�l�
Street Address 1005 Cane Creek Road 1-1:6 0 5 LUL`)
City Fletcher State NC Zip28732- Walep(duahry
Telephone#(Ei) A286A4 Telephone#(W) 829-684-6740 Permlfting Section
Cell/Mobile# Email
3. Location of facility producing discharge: (Iffacihty is not yet consi+victed,give street address or lot#J
Street Address 133P Upper Brush Creek Road _
City Fairview State NC Zip 28730-
county Buncombe _
Telephone# Cell/Mobile#
4, Physical location information:
Please provide a narrative description of how to get to die facility(use street nuns,state road numbers,and distance
mid direction from a roadway intersection). From 140 in Asheville take 74 east to 6.7 miles to Cane Creek Road
Turn Right onto Cane Creek Road and Go3.3 miles to lower Brushy Creek Road,Turn Left onto Lower Brush
Creek Road and go 0.4 miles to Upper Brush Creek Road Turn left onto Upper Brush Creeek Road and so 0,5
miles.The uronerty is on the left,
5. This NPDES permit application applies to which of the following
® New[tend definition see 15A NCAC 0211,01030 of or Proposed(system not constructed)
❑ Existing[tens definition see 15A NCAC 02H 0103!11)k If previously permitted by local or county health
department,please provide the permit number _
and issue date Click here to enter R date,
❑ Modification; please describe the nature of the modification:
Page I of 4 Revised 911113

NCG550000 New Application
6, Description of Discharge: [Required by 15A NCAC 02H 0105(c)(I)]
4 a) Amount of wastewhter to be discharged:
Nmnber of bedrooms S x 120 gallons per bedroom= 960
1000 gallousper day to be permitted
b) Type of facility producing waste(please check one):
® Prima
ry residence ❑Vacation/second home
❑ Other: _
i
7. Please check the components that comprise the wastewater treatment system:
[Required by 15A NCAC 02H.0105(c)(3)1
®Septic tank ❑Dosing tank
®Primary sand filter ® Secondary sand filter ❑ Recirculating sand fiher(s)
® Chlorination ®Dechlorina0on ❑ Other form of disinfection: _
®Post Aer'ation(spech,tape) coscadQ
9. For new or proposed systems only-Please address the feasibility of alternatives to discharging for the
following options in the cover letter for this application:
(Evaluation required byG.S.li143-2151(b)(5)(a)and 15A NCAC 02H 0105(c)(2)1
a) Connection to a Regional or Municipal Sewer Collection System.
b) Letter from local or county health department describing die suitability or non-suitability of the site for all types of
wastewater ground adsorption and innovative non-discharge systems.Doctrinal the repair potential of the failed
system.
c) Land Application such as spray irrigation or drip irrigation.
9. Receiving waters: [Required by 15A NCAC 02H 0105(c)(1)l
a) What is die name of the body or bodies of water(creek,stream,river,lake,etc.)that the facility wastewater
discharges end up in? Unnamed tributary of Cane Creek.
b) Stream Classification(ifknown): Class C French Broad River Basin
10. The application most include the following or it will be returned,as allowed by 15A NCAC 02H 0107(b):
a) For Ccrificates of Coverage:
® An original letter and two(1)copy requesting coverage under NCG550000.
® A signed and completed original and one copy of this Notice of Intent Application.
® A check or money order for die permit fee of$60.00[per(3 ',s 1�43-215,3(a)U b)1 made payable to NCDENR,
❑ Invoice allowing that the septic lank has been pumped and serviced within the last 12 months(only when
existing service tank will be used).
Page 2 of 4 Revised 911113

NCG550000 New Application
New orproposerl facililles urnsa also inchule.
® Letter from the county health department evaluating the proposed site for all types of ground absorption and
innovative non-discharge systems.Document the repair potential of the failed system.
® Evaluation of correction to a regional sewer system(approximate distance&cost to correct).
® Provide a 7Q10 flow estimate at the proposed wastewater discharge point from the US Geological Survey(919-
571-4000)
b) For an Authorization to Constrr c1(ATC)only: (Note: There is lit foe for an ATC)
® A letter requesting an ATC
® Three sets of plans sad specifications (required by 15A NCAC 02H 01381 of proposed treatment system(see
Permit Application Checklist and Design Criteria for Single Family Discharge)
❑ Invoice showing that the septic tank has been pumped and serviced within the last 12 months (only when
existing septic tank will be used),
Additional Application Requirements:
a) If this application is being submitted by a consulting engineer(or engineering firm),include
documentation from the applicant showing that the engineer(or firm)submitting the application has
been designated an authorized Representative of the applicant,per 15A NCAC 0211 0138(b)(1),
b) If this application is being submitted by a consulting engineer(or engineering firm),final plans for the
treatment system most be signed and sealed by a North Carolina registered Professional Engines and -
stamped-"Final Design-Not released for construction;"per I5A NCAC 02H.0139.
c) If this application is being submitted by a consulting engineer(or engineering firm),final specifications
for all major treatment components must be signed and sealed by a North Carolina registered
Professional Engineer and shall include a narrative description of the treatment system to be
constructed;per 15A NCAC 02H 0139.
Page 3 of 4 Revised 911113

NCG550000 New Application
CERTIFICATION
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true,complete,and accurate,
Printed Name of Person Signing:
Title:
(Please review 115ANCAC 02H.0106(e)for authorized signing officials)
AN
Z�-- — 12� Click here to enter a date.
(Signallers ofApplica (Dare Signed)
North Carolina General Statute 4143,215.6a provides that•.
Any pamon who knowingly makes any false statement representation,or ramification In any application,record,report,plan,or other
document filed or required to be maintained under this Africa or a rule Implementing this Article;or who knowingly makes a false
statement of a material feet in a rulemaking proceeding or contested case under this Article; or who felslaes, tampers with, or
knowingly renders Inaccurate any recording or monitoring device or method required to be operated or maintained under this Article
or rule.of the Commisslon Implementing this Article, shall be guilty of a Clews 2 numemeanor which may Include a fine not to
exceed ten thousand dollars($10,000). 18 U.S.C.Section 1001 provides a punishment by a fine or imprisonment not more than 5
years,or both,for a similar offense,
Acme must be accomnan ed by a check or money order£or$60 00[per G S & 143 215 3(a)(1b)l
Made payable to:
NCDENR
• • • • •
Mail this application and one copy of the entire package(with check)to;
NC DENR/DWR/Water Quality Permitting Section
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Attn: Charles Weaver
I
Note; The submission of this document does not guarantee the issuance of an NPDES permit
it
I
I
Page 4 of 4 Revised 911113
i

FC6MR-
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R.van der Van
Governor Secretary
February 11,2015
William B. Taylor,II
Quiet Creek Properties,LLC
1005 Cane Creek Road
Fletcher,NC 28732
Subject: Acknowledgement of New Permit Application -
Permit#: NCG551652
133P Upper Brush Creek Road
Dear Mr.Taylor:
The Division of Water Resources received your application for coverage under NPDES General
Permit NC0550000(Check#2662 in the amount of$60.00)on February 05,2015.The application
has been assigned number NCG551652, and has been given to Derelc Denard for review,
The reviewer will perform a detailed review and contact you with a request for additional
information if necessary. To ensure the maximum efficiency in processing permit applications,the
division requests your assistant in providing a timely and complete response to any additional
information requested.
Please refer to the above application number when making inquiries on this project. If you have
any.questions,please contact Nh.Demad at 919-807-6307, or via e-mail at
dcr&[e-mail].
Sincerely,
WrewTltied ford.
Wren Thedford
Wastewater Branch
ce:Asheville Regional Office
Permit File NCO551652
1617 Mall Service Center,Ralsigh,North Carolina 27699-1617
Phone:[phone]ntemel:www.ncwaterquallty,org
An Equal nppadunlryl ormadva Mm Empnys—Made In pert by recyaMd paper

BUNCOMBE Department of Health
"COUNTY Gibbie Harris, MSPH, FNP, BSN
gibbie.harri.@buncom afth Director
NORTH CAROLINA Health Director
—GOVERNMENT
March 20,2014
William B Taylor II
1005 Cane Creek Road
Fletcher,NC 28732-7416
Re: Application for Improvement Permit for 133 P Upper Brush Creels Road
Parcel Identification No. 9674-98-8088
The Buncombe County Department of Health, Environmental Health Division on March 19,
2014 evaluated the above-referenced property at the site designated on the plat/site plan that
accompanied your application. According to your application the site is to serve a 4-bedroom
residence with a design wastewater flow of 480 gallons per day. The evaluation was done in
accordance with the laws and rules governing wastewater systems in North Carolina General
Statute 130A-333 and related statutes and Title 15A, Subchapter 18A, of the North Carolina
Administrative Code,Rule .1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina Administrative
Code, Rules .1940 through .1948, the evaluation indicated that the site is UNSUITABLE for a
ground absorption sewage system. Therefore, your request for an improvement permit is
DENIED. The site is unsuitable based on the following:
Unsuitable soil topography and/or landscape position(Rule .1940)
_Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
_X Unsuitable soil wetness condition(Rule .1942)
Unsuitable soil depth(Rule.1943)
Presence of restrictive horizon(Rule .104)
Insufficient space for septic system and repair area(Rule.1945)
Unsuitable for meeting required setbacks(Rule .1950)
Other(Rule .1946)
The site evaluation included consideration of possible site modifications, and modified, innovative
or alternative systems. However,.the-Buncombe County Department of Health has determined that
none of the above options will oveidome the conditions on this site. A possible option might be a
system designed to dispose of sewage to another area of suitable soil off-site to additional property.
P,O.Box 7407-Asheville, NC 28802
buncombecounty.org
P.828.280.5203
I. 628.250,6173

.1948SITE CLASSIFICATION
(a) Sites classified as SUITABLE may be utilized for a ground absorption sewage
treatment and disposal system consistent with these Rules. A suitable
classification, generally indicates soil .and site conditions favorable for the
operation of a ground absorption sewage treatment and disposal system or have
slight limitations that are readily overcome by proper design and installation.
(b) Sites classified as PROVISIONALLY SUITABLE may be utilized for a ground
absorption sewage treatment and disposal system consistent with these Rules but
have moderate limitations. Sites classified Provisionally Suitable require some
- modifications and careful planning, design, and installation in order for a ground
absorption sewage treatment and disposal system to function satisfactorily. -
(c). Sites classified UNSUITABLE have severe limitations for the installation and use
of a properly functioning ground absorption sewage treatment and disposal
system. An improvement permit shall not be issued for a site which is classified
as UNSUITABLE. However, where a site is UNSUITABLE, it may be
reclassified PROVISIONALLY SUITABLE if a special investigation indicates'
that a modified or alternative system can be installed in accordance with Rules
.1956 or,1957 of this Section.
(d) A site classified as UNSUITABLE may be used for a ground absorption sewage
treatment and disposal system -specifically identified in Rules .1955, .1956, or
.1957 of this Section or a system approved under Rule .1969 if written
documentation, including engineering, hydro geologic, geologic or soil studies,
indicates to the local health department that the proposed system can be expected
to function satisfactorily, Such sites shall be reclassified as PROVISIONALLY
SUITABLE if the local health department determines that the substantiating data
indicate that:
. (1) a ground absorption system can be installed so that the effluent
will be non-pathogenic, non-infectious, non-toxic, and non-
hmardous; .
(2) .the effluent will not contaminate groundwater or surface water;
and
(3) the effluent will not be exposed on the ground surface or be
discharged to surface waters where it could come in contact with
people,animals, or vectors.
The State shall review the substantiating data if requested by the local health
department. -

(2)
III A site classified as UNSUITABLE may be classified as PROVISIONALLY SUITABLE if
1 written documentation is provided that meets the requirements of Rule .1948(d). A copy of this
rule is enclosed. You may hire a consultant to assist you if you wish to try to develop a plan under
which your site could be reclassified as PROVISIONALLY SUITABLE.
.You have a right to an informal review of this decision. You may request an informal review by the
soil scientist or environmental health supervisor at the Buncombe County Department of Health.
You may also request an informal review by the N.C. Department of Environment and Natural
Resources regional soil specialist. A request for informal review by the regional soil specialist must
be made in writing to the Buncombe County Department of Health,Environmental Health Services.
You also have a right to a formal appeal of this decision. To pursue a formal appeal,you must file a
petition for a contested case hearing with the Office of Administrative Hearings, 6714 Mail Center,
Raleigh, N.C. 27699-6714. To get a copy of a petition form, you may write the Office of
Administrative Hearings or call the office at [phone] or from the OA14 web site at
www,oah.stwe.nc.us/farm.htm. The petition for a contested case hearing must be filed in
accordance with the provision of North Carolina General Statutes 130A-24 and ISOB-23 and all
other applicable provisions of Chapter 150B. N.C. General Statute 130A-335 (g) provides that your
hewing would be held in the county where your property is located.
Please note: If you wish to pursue a formal appeal, you must file the petition form with the Office
of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER The date
of this letter is March 20, 2014. Meeting the 30-day deadline is critical to your right to a formal
appeal. Beginning a formal appeal within 30 days will not interfere with any informal review that
you might request. Do not wait for the outcome of any informal review if you wish to file a formal
appeal.
If you file a petition for a contested case hearing with the Office of Administrative Hearings, you
are required by law (N.C. General Statute 15013-23) to send a copy of you petition to the North
Carolina Deportment of Environment and Natural Resources. Send the copy to: Office of General
Counsel, N.C. Department of Environment and Natural Resources, 1601 Mail Service Center, —
Raleigh, N.C. 27699-1601. Do NOT send the copy of the petition to the Buncombe County
Department of Health. Sending a copy of you petition to the Buncombe County Department of
Health will NOT satisfy the legal requirement in N.C. General Statute ISOB-23 that you send a
copy to the Office of General Counsel,NCDENR.
You may call or write the local health center if you need any additional information or assistance.
Sincerely,
Envirromnental Health Supervisor
Eric: (Copy of Rule .1948)

August 17, 2014
North Carolina Department of -
-Environment and Natural Resources
Division of Water Resources/NPDES Unit
2090, US 70 Highway
Swannawoa,NC 2877
Re:NPDES General Permit Application
NCG550000
Quiet Creek Properties Sand Filter
r
authorize Carolina Civil Desigh Associates to act as myRepresentative related to the
submission of a permit application for a Waste Water Treatment System to serve lot 133P
Upper Brush Creek Road in the Cane Creek Valley Community. The property has - -
Buncombe County Pin Number.9674M.8480,
i.Thank ygu for yqur c'onsrderahon, ShouIdyouu have any questions Please contact'
'i. . pa4$2g 178 �705,
Sincerely,
Quiet Creek Properties, L .
William B Taylor II

Carolina Civil Design Associates P.A.
(ZC( Consulting Engineers
Wm, James Jones PE
i August 17,2014
aMaG� WntarR lo?urcef
North Carolina Department of
Environment and Natural Resources JAN 30 2015
Division of Water Resources/NPDES Unit
2090 US 70 Highway
Swannawoa,NC 2877 Water oualfly aenicnsl nnerenons
l Ah IIa P^rLrrel�.il'ne
J
Re:NPDES General Permit Application
j NCG550000 -
Quiet Creek Properties Sand Filter
CCDA# 14102
Dear Ms. Wiggs:
Transmitted herewith are one (1) original and one (1) copy of Notice of Intent
(NOI) permit application for a waste water discharge to serve the Quite Creek Properties
LLC in Buncombe County, NC, and the sixty (60) dollar application fee. Quiet Creek
Properties LLC is requesting coverage under the North Carolina general permit
NCO550000 to discharge one(1)thousands gallons per day of treated waste water into an
unnamed tributary of Cane Creek. A vicinity map is enclosed.
Additional information included in this application includes a letter from the
County Health Department evaluating the proposed site for a ground absorption system,
an evaluation on connecting to a regional wastewater system and information on the
7Q 10 flow estimate for the stream discharge point.
By this letter we are requesting an Authorization to Construct the waste water
treatment facility, Enclosed are three (3) copies of the Plans and Specification which are
included on the plan sheet for the project.
Thank you for your consideration of this application. Should you have any
questions please contact me at 828-779-0684.
Sincerely,
Carolina Civil Design Associates,P.A.
Wm. James Jones,P.E. Water Quality -
Permittinn SP01011
23 EmhnntOd Lnne, Flod,.,,NC Ph;828-779--0684

QUANTITY AND COST ESTIMATE
PROJECT: Quiet Creek Prooertlea LLC PROJECT NO.: 14102
LOCATION:Cane Creek Road SHEET NO.: I
SUMMARY WJJ PRICES BY: WJJ DATE: 8/17/2014
ITEM DESCRIPTION UNIT LAN. UNIT COST
NO. COST
41
Gmity Sewer Line LF 18667 $45.00 $839,565.00
Contingency at 15% LS 1 $125,934.75
Engineering at 8% LS 1 $77,239,98
Subtotal $1,042739.73

1
Introduction
I
This company conducted a soil site evaluation for Mr. W. B. Taylor on
part of 6.5 acres +/-on Lower Brush Creek Road near Burney Mountain Road in
Fletcher, NC on November 18, 2000. The purpose of the evaluation was to
provide general guidance on the size of a shared or common septic system the
land would accomodate (for off site three-bedroom houses) under current
sewage laws and rules 15A NCAC 18A .1900.
The evaluation was conducted with: a tax map, a compass, a 48 inch
mud/soil auger, a 10 foot tape measure, a 300 foot tape measure, a Munsell
color chart, and a clinometer. Nineteen auger borings were used to describe the
soil. They are marked by numbered blue pin flags. The borings are also located
approximately on the site map (Attachment 1) and described on the soil/site
i
evaluation sheets (Attachment II). The numbers on the pin flags correspond to
! the numbers on Attachments I and 11. Attachment III shows the math used to
i
derive the ballpark size of the drainfield.
The property consists of the terminal end of a footslope that rolls off
northward from Lower Brush Creek Road onto an old stream terrace, then into a
narrow flood plane, and finally terminates at a stream. The stream flows west to
east along the northern boundary. A small toe slope juts eastward into the
property at the northwest corner.
General
The evaluation primarily focused on the footsteps near the road and to a
much lesser degree on the toe slope in the northwestern corner. The other
lower lying land was quickly ruled out due to the shallow depth to soil wetness.
The toe, slope in the northwestern corner (borings 16-19) was also ruled out for
much the same reason.

3
alternating pumps will certainly be required unless each house has its own
pump.
5) A tri-party agreement will be needed to address ownership, maintenance, etc.
The three parties involved in the agreement are the homeowner, the developer,
and a non-profit homeowner's association, The agreement must be drawn up by
an attorney and recorded on all deeds.
6) If a joint drainfield is used for the houses, it appears that the property will
accomodate less than 14 bedrooms using a Type Ill.g. septic system (E-Z Flow
or Infiltrator) Q[less than 10 bedrooms using gravel drainfields, More practical
numbers will be closer to 12 or 9 bedrooms respectively. See Attachment
III, These figures are derived making several assumptions (such as even
contours, width of road right-of-way, width of power right-of-way, consistency of
soil conditions, etc.) that may not hold true. They are only intended as "ballpark"
or general numbers. The only way to know definite numbers is to have the
Health Department check the site using pits and flag out drainfield trenches with
a transit.
7) Soil conditions are sporadic and difficult to predict on this site. Final
drainfield size could vary significantly from what is suggested in item 6) above. -
Disclaimer
The findings of this report represent my professional opinion about soil
and site conditions based on the information available to me during a limited
evaluation.
Variability in the soils could result in conditions that are unpredictable and
different than What I found. Backhoe pits can also reveal different soil conditions
than those found in the auger borings. I cannot guarantee any permits. Only
the Health Department has the regulatory authority to issue.permits. They may
chose to differ with my opinion based upon their own findings.

4
1 am not responsible for errors made due to unclear, unknown, or
misrepresented property lines.
There are circumstances beyond the scope of this report that could create
problems that might deny the use of the property as desired. Some of these
include: zoning laws; excessive grading; and mislocation of houses, drives,
property lines, wells, or utilities. Buried utilities and culvert runoff should not
jcross drainfields, septic tanks, or repair areas.
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N 55 1 b
©�r � National Division of Wate Resources FOR AGENCY USE ONLY
'�� Pollutant Discharge Elimination System(NPDES) Dote Received
NCDENR Application for Coverage Under General Permit Yen. M°nm nny
NCG550000 Cenincnteofcavemge
Single Family Residences andlarfacilines discharging N C 1 G 1 S 1 5
< 1000 gallons per day ofdomestic wastewater Check# Amount
NOTICE OF INTENT Assigned To:
[Required by 15A NCAC 02H.0127(d)l; [term definition see 15A NCAC 02H.0103(19)]
(Press TAB to navigate form)
1. Regional Office contact(Please note: This application will be returned if you have not met with a
representative from the appropriate regional office.):
Please list the NCDENR Regional Office representative(s)with whom you have met:
Name(s): Date: Click hereto
enter adate.
2. Mailing address of owner/operator: (address to which all correspondence should be mailed, l q
Owner Name Quiet Creek Properties LLC
Street Address 1005 Cane Creek Road
City Fletcher State NC Zip28732- .-) Cb
Telephone#(H) 828684 Telephone#(W) 828-684-6740
Cell/Mobile# Email @
3. Location of facility producing discharge: (Iffacility is not yet constructed,give street address or lot#)
Street Address 133P Upper Brush Creek Road
City Fairview State NC Zip 28730-
County Buncombe
Telephone# Cell/Mobile#
4. Physical location information:
Please provide a narrative description of how to get to the facility(use street naives,state road numbers,and distance
and direction from a roadway intersection). From 140 in Asheville take 74 east to 6.7 miles to Cane Creek Road
Turn Rk ht onto Cane Creek Road and Go3.3 miles to lower Brushy Creek Road.Turn Left onto Lower Brush
Creek Road and no 0.4 miles to Unner Brush Creek Road.Turn left onto Unner Brush Creeek Road and no 0,5
miles.The nroterty is on the left.
5. This NPDES permit application applies to which of the following
® New[tenn definition see 15A NCAC 0211 Ot O3(16)]or Proposed(system not constructed)
❑ Existing[tenn definition see BA NCAC 02H.0103(I1)l;If previously permitted by local or county health
department,please provide the permit number
and issue date Click here to entef a date.
❑ Modification; please describe the❑aline of the urodification:
Page 1 of 4 Revised 911113

NCG550000 New Application
6. Description of Discharge: [Required by 15A NCAC 02H.0105(c)(1)1
a) Amount of wastewater to be discharged:
Number of bedrooms 8 x 120 gallons per bedroom= 960
1000 gallons per day to be permitted
fill`Type of facility producing waste(please check one):
ED Primary residence ❑ Vacation/second home
/41 I • . ElOther: _
Ot hy"r 7. Please check the components that comprise the wastewater treatment system:
)t j [Required by 15A NCAC 02H 0105(c)(3)
f.
®Septic tank ❑ Dosing tank
r I ® Primary sand filter ® Secondary sand filter ❑ Recirculating sand filter(s)
Chlorination Dechlorination ❑ Other form of disinfection:
Post Aeration(specify type) cascade
6 •!�� 8. For new or proposed systems only-Please address the feasibility of alternatives to discharging for the
v1 following options in the cover letter for this application:
� S [Evaluation required by G.S.S 143-215 I(b)(5)(a)and 15A NCAC 02H.0105(c)(2)1
. t,yarro' a) Connection to a Regional or Municipal Sewer Collection System.
6 K b) Letter from local or calmly health deparment describing the suitability or non-suitability of the site for all types of
wastewater ground adsorption and innovative non-discharge systems.Document the repair potential of die failed
system.
c) Land Application such as spray irrigation or drip irrigation.
9. Receivingwaters: [Requiredby ISANCACO2H.0105(c)(1)l
a) What is the name of the body or bodies of water(creek,stream,river,lake,etc.)that the facility wastewater
discharges end up in7 Unnamed tributary of Cane Creek.
b) Strewn Classification(ifknown): Class C French Broad River Basin
10. The application must include the following or it will be returned,as allowed by 15A NCAC 02H .0107(b):
a) For Certificates of Coverage:
® Ali original letter and two(1)copy requesting coverage under NCG550000.
® A signed and completed original and one copy of this Notice of Intent Application.
® A check or money order for the permit fee of$60.00[per G.S.6 143-215.3(a)(16)1 made payable to NCDENR.
❑ Invoice showing that the septic tank has been pumped and serviced within the last 12 months(only when
existing service tank will be used).
Page 2 of 4 Revised 911113

NCG550000 New Application
New or proposed facilities must also include:
® Letter from the county health department evaluating the proposed site for all types of ground absorption and
innovative non-discharge systems.Document the repair potential of the failed system.
® Evaluation of connection to a regional sewer system(approximate distance&cost to connect).
® Provide a 7Q10 Flow estimate at ythe proposed wastewater discharge point from the US Geological Survey(919-
571.4000) r{ot{3 1.�.✓-^^� �f ngr,ra,{'
b) For an Authorization to Construct(ATC)only: (Note: There is no tee for an ATC)
® A letter requesting an ATC
® Three sets of plans and specifications (required by 15A NCAC 02H 0138) of proposed treatment system(see
Permit Application Checklist and Design Criteria for Single Family Discharge)
❑ Invoice showing that the septic tank has been pumped and serviced within the last 12 months (only when
existing septic tank will be used).
Additional Application Requirements:
a) If this application is being submitted by a consulting engineer(or engineering firm), include
documentation from the applicant showing that the:engineer(or firm)submitting the application has
been designated an authorized Representative of the applicant,per 15A NCAC 02H.0138(b)(l).
b) If this application is being submitted by a consulting engineer(or engineering firm),final plans for the
treatment system must be signed and sealed by a North Carolina registered Professional Engineer and
stamped- "Final Design-Not released for constructiorr per 15A NCAC 02H .0139.
c) If this application is being submitted by a consulting engineer(or engineering firm),final specifications
for all major treatment components must be signed and sealed by a North Carolina registered
Professional Engineer and shall include a narrative description of the treatment system to be
constructed;per 15A NCAC 02H .0139.
Page 3 of 4 Remised 911113

NCG550000 New Application
CERTIFICATION
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is tine,complete,and accurate.
Printed Name of Person Signing:
Tide:
(Please review 1 A NCAC 02H.0106 for authorized signing officials)
Click here to enter a date.
(Signature o(Applicant) (Date Signed)
North Carolina General statute S 143,215.613 provides that:
Any person who knowingly makes any false statement representation,or certification in any application,record,report,plan,or other
document filed or required to be maintained under this Article or a rule Implementing this Article;or who knowingly makes a false
statement of a material fact In a rolemaking proceeding or contested case under this Article; or who falslBes, tampers with, or
knowingly random inaccurate any recording or monitoring device or method required to be operated or maintained under this Article
or rules of the Commission implementing this Article, shall be guilty of a Class 2 misdemeanor which may Include a fine not to
exceed ten thousand dollars.($10,000). 16 U.S.C. Secron 1001 provides a punishment by fine or Imprisonment not more than 5
years,or both,for a similar offense. -
Application must be accompanied by a check or money order for$60 00[per G S 4 143 215 3(a)(lb)l
made payable to:
NCDENR
Mail this application and one copy of the entire package (with check)to:
NC DENR/DWR/Water Quality Permitting Section
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Attn: Charles Weaver
Note: The submission of this document does not guarantee the issuance of an NPDES permit
Page 4 of 4 Revised 911113

AAWA
�ICIDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R.van der Van
Governor Secretary
February 11,2015
-,nat l to Rv:k
William B. Taylor,II
Quiet Creek Properties, LLC -�
1005 Cane Creek Road Q�11�;6at 3, 771/ar,
Fletcher,NC 28732
Subject: Acknowledgement of
Permit#: NCG551652
133P Upper Brush Creek Road
Dear Mr.Taylor:
The Division of Water Resources received your application for coverage under NPDES General
Permit NC0550000(Check#2662 in the amount of$60.00)on February 05, 2015. The application
has been assigned number NCG551652, and has been given to Derek Denard for review.
The reviewer will perform a detailed review and contact you with a request for additional
information if necessary. To ensure the maximum efficiency in processing permit applications,the
division requests your assistant in providing a timely and complete response to any additional
information requested.
Please refer to the above application number when making inquiries on this project. If you have
any.questions,please contact Mr. Denard at 919-807-6307, or via e-mail at
derek.denard&cdem.gov.
Sincerely,
. W�Zw TIER OIfOYO�
Wren Thea ford
Wastewater Branch
cc:Asheville Regional Office '
olv „e 1 vacwrces
Permit File NCG551652
FED 1 6 2015
water Ghiellry p�glonal OoerntlOne
1617 Mall Service Center,Reelgh,North Carolina 27 991817 A hr.Juo H r __
Phone:[phone]Internet xnvay.ncwaterquality.org
An Equal Opportunityl Amre alive Action Employer-Made in part by reaycled paper

Carolina Civil Design Associates, P.A.
Consulting Engineers
(ZC(
Wm. James Jones PE
August 17,2014
aaecr-_ivies
DNislon of Water aesourCOY
North Carolina Department of
Environment and Natural Resources ,JAN 30 2015
Division of Water Resources/NPDES Unit. .
2090 US 70 Highway
Swannawo NC2877 Water Ouallty Regional Operations
Aehemlle Re. irl nml 0 ro
Re:NPDES General PemritApplication
NC0550000
Quiet Creek Properties Sand Filter
CCDA 4 14102
Dear Ms.Wiggs:
Transmitted herewith are one (1) original and one copy of Notice of Intent
(NOI) permit application for a waste water discharge to serve the Quite Creek Properties
LLC in Buncombe County, NC, and the sixty::(60) dollar.application fee. Quiet Creek
Properties LLC is requesting coverage .under the. North Carolina general. permit
NCG550000 to discharge one (1):thousands gallons per day of treated waste water into an
unnamed tributary of Cane Creek.A vicinity map is enclosed.
Additional information included in thisapplication includes: a letter from the
County Health Department evaluating the proposed site for a ground absorption system,
an evaluation on connecting to a regional wastewater system and information on the
7Q 10 flow estimate for the stream discharge point.
�By this letter we are requesting an Authorization to Construct the waste water.
treatment facility.Enclosed are three (3) copies of the Plans and Specification which are
included onthe plan sheet for the:project.
Thank you. for your consideration of this application. Should you have any
questions please contact me at828-779-0684.
Sincerely,_.
Carolina Civil Design Associates,P.A.
Wm. James Jones, P.E.
23 Timbered Lane, Fletcher,NC email ioneey��,yblycerol'na�r l,rQv I,rp Ph:828-779..0684

(ZC(
Carolina Civil Design Associates, P.A.
Consulting Engineers
Wm. James Jones PE
August17, 2014 .
7JAN
' LIVe;D
t Water ResourcesNorth Carolina Department of
Environment and Natural Resources 0 0 2015
Division of Water Resources/NPDES Unit 1�' / I5
2090 US 70 Highway VV 0 e' " ualm,Reriional operations
Swannawoa,NC 2877 i ,er,iie Pnry,onai o"ep
I
plication - -
r
�R/+'� � �G tt d Filter
l ,r i-r 111L
Dear Ms. Wiggs
Transmitted herewith are one (1) original and one (1). copy of Notice of Intent
(NOI) permit application for a waste water discharge to serve the Quite Creek Properties
LLC in Buncombe County, NC, and the sixty (60) dollar.application fee. Quiet Creek
Properties LLC is requesting coverage under the North Carolina general permit
NCG550000 to discharge one(1).thousands gallons per day of treated waste water into an
unnamed tributary of Cane Creek.A vicinity map is enclosed.
Additional information included in this application includes a letter from the
County Health Department evaluating the proposed site fora ground absorption system,
an evaluation on Connecting to a regional wastewater. system and information:on the
7Q10 flow estimate for the stream discharge point.
By this letter we are requesting ah Authorization to Construct the waste water -
treatment facility. Enclosed are three (3) copies of the Plans and Specification which are
included on the plan sheet for the project.
Thank you for your consideration of this application. Should you have any
questions please contact me at 828-779-0684.
Sincerely,
Carolina Civil Design Associates,P.A.
Wm. James Jones,P.E.
23 Enchanted Lane, Pletcher,NC email iim paRsarnlinadv I Conn Ph:828-779--0684

August 17,2014
North Carolina Department of
it Environment and Natural Resources
Division of Water Resources/NPDES Unit
.' •-709Q US 70 H,ighiway .
-�ivafinav✓oa;NC 2877 "
Re: NPDES General Permit Application
NCG550000
_Quiet Creek Properties.Sand Filter
audxorize Crolina Civil Design Associates to act as my Representative-related to the
submission of a permit application for a Waste Water Treatment System to"serve lot.133P
Upper Brush Creek Road in the Cane Creek Valley Community._The:property-has
Buzxeamke-County PixiNumbex:9�7�38�84Zd0. .; �, r_
Thank you 1'or,y xtu c'onsxderatiow ouid<you have any questions'please contact'
Sincerely, ,
Quiet Creek Properties,L
William B Taylor II

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Price, Bev
From: Denard, Derek
Sent: Friday, February 20, 2015 10:30 AM
To: Price, Bev
Subject: NCG651652 Quiet Creek Properties LLC/example staff report
Attachments: Derek C Denard.vcf; Copy of Sandbox Society LLC.xlsx; Sandfilter Inspection Check List
-.pdf; Tech Bulletin NCG550000.pdf
Bev,
Please find the attached RRO staff report example and wastewater system checklist.What is interesting is that the
setbacks for this check list rely on 2H setbacks replaced by 2T setbacks. The general permit does not cite 2T at all, but
the technical bulletin does(see attached).
There is not a standard fora staff report at this time. You can adapt what I sent you to whatever you and Landon would
like to use. I will even take a modified non-discharge staff report or an e-mail is fine..
Some add info needed:
• The cover letter with the application mentioned including the 7D10 information from USGS, but I could notfind
anything in the application.
• The setback from the nearest house needs to be included on the set map.
• Once the plans are finalized, I need an electronic copy of the plans to print as 8.5 x 11 to attached to the COC.
You are welcome to mention these to the engineer if you have any contact, but we can wait and do a add info request
with anything you find.
Let me know if you need anything.
Thanks,
Derek
altDerek Derord
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161]1hncEMfa- f{CT1�9" -163i
x'*FYh0.�+++cAcursrs,anpHpNeuf�e/ni<a-
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
1

Raleigh Regional Office - SWP Staff Report Form
To: I Derek Denard
Verify permit I_nfo_rmation against BIMs Information. Note any corrections required.
Permit Number NCG55
Permittee
Facility Name
Facility County
Regional Office Asheville_ _
RO Contact person -
Date
Facility Location �
Status of existing treatment: �
Discharoe Point(sl: _
Latitude
Longitude �s. —
Waterbodv:
Receiving Stream
Stream Classification
River Basin _
Sub-basin
Stream Index
I'M I 1��.,�, W,; n ir.. 1 �J7.h7F,
k
Maximum flow
Last inspection ,t
P�[r . 'w:V, 'NK-arESE
� �' E
Review Special Conditiens j
.i + iv'••••.v _ w:.eiF sa�S, ,13-, ,. .wi�t+<i� �Cu-Ee a':B kl '=19 �ES� ',�`�E
Alternatives:
Spray irrigation
---
Regional sews rconnection _
Subsurface
tither dispo�#sal options -
"a-
Recommendation: Hold
WIN �. �hh �l��l � a.I
Supervisor approval:

i
Recirculating Sand Filters
Wastewater Treatment System Checklist
REVIEW AIDE
PROPOSED ACTION
1. Check for an SOC. Is this action allowed?
2. Check the permit. Can the proposed system meet the permit limits?
3. Check with the regional office. Do they agree with the proposal?
4. For New Sites:] If 7Q10 =0 cfs & 30Q2 = 0 efs, Then no new discharge of 02 consuming waste.
5. Check flow. Is It in line with our regulations,permit limits, project scope and actual flow data?
0. Have engineering calculations been provided?
SITE PLAN
1. Does the plan show the building, property lines, wells, system components, receiving stream,
discharge point, north arrow, and vicinity map?
2. Is the facility above the 100 yr. flood elevation?
3. Does the system maintain the following setbacks (in feet)21.7
'distance from minimum actual O.K.?
WS sources, WS reservoirs, lakes 100
drinking wells 100
adjacent residence 100
place of assembly 100
SA or SB waters 100
other streams, marshes, canals 50
_ property lines 50
any building toundation/basement 15 .
NPDES DESIGN FLOW
1, NPDES Design Flow Rate Establishment Type:
2.' Daily Flow'' gpd/unit x units= gpd
COMPONENTS
SEPTIC TANK _
1. Nominal Size: gal
2. Detention Time (meet one of the following):
Nominal detention time: (REG.1 day minimum)3
[gal]tank size - [gpd] NPDES flow rate = days
Actual minimum detention time: (REC.0.5 day minimum)4
[gal] tank size (1 • 0.3) + ( [gpd] NPDES flow rate x
Peak Flow factors = days
(note 30% reduction In septic tank vol. for solids accumulation)
1Nc Admin.coda 2e.0206
2NC Admin Code 211.0219
3EPA On site WN &D%poeeipg.lot
4Melcall&Eddy ekempie page tog,
55ee MatosI&Eddy Peaking laclor from Bto t(Pg.102o), per EPMUSI MSpp.C6 use Peaking FaMl03
Recire Sand Fillers Checklist 03/11/99 draft SDP

r
PIPING
1. Slope from establishment to septic tank: (REC. 2%to 51%)1
2. Is piping located in an area susceptible to vehicular traffic and protected?
3. Are cleanouts and long sweep elbows provided for easy maintenance?
4. Is a detail of the cleanout provided?
DISTRIBUTION BOX (If applicable)
1. Is a detail of the box provided?
2. Is there a way to divert flow from one line to the other?
I
3. Is there a way to ensure equal flow to each line?
SYSTEM HEAD
1. Gravity System (If applicable):
Is there sufficient head to promote flow? (TYP: >3.25 ft)2
2. Pumped System (If applicable): (TYP. 3 to 5+11)3
Are dual pumps provll and are they easy to change?
Are pumps sized to handle flow& head?
What is the method of pump control?
Is a pump curve provided?
Can the amount dosed on each zone be easily adjusted in the field?
Is there some measure to prevent pump overheating (ensure positive suction pressure)
and pressure surges?5
Have check valves and manual valves been installed on the discharge side of pumps?
Does the system have a high water alarm?
SAND FILTER BEDS
1. Bed Sizes: - beds ft x ft EA. = at
2. Design Cl
FA TOR UNIT RANGE TYPICAL I THIS DESIGN OK?
Medls:_effective size mm io F.S .0
Unit. Coeff UC < 2.5 2.0
dustcontent <0.5%
---__Depth in 12 to 367 24
'LHydraulic Loadin gpd/sf to 5 4
adin a aooldraf � 33
002 to 0.008 < 0.005
Recirc Ratio Rec:Fwrd :1 to 5:1 4:1
Dosing Time min/30 min 1 to 10 4
Doses per da /dav 5 to 8 6
his Tmeon Area Office Technical.Provlelone
2EPk625FAV005 p>O
;from Metcalf&Eddy p 10 6;
41TWO are eaoepllona for SFRl Thay am not reghlm0 to have chat pum lncnuregec.
5Ensure adequate motor HP,eliminate possillly of pupa leg against vaWee.
6frcm Metcalf&Eddy p 1No:
TPolicy on NPOES Permits for U llrq Schools,MEMO Mar.16,1694; EPk025IR-9l p71; NEHA On Sit.rem, 24"
J Aerim Send Filter Checklist 03/11/99 drat SDP
J

PRESSURE SYSTEMS
1. Daily Application Rates :
Recirculating Filter: (Use < 6.0 gpd/sl)l
[gpd] NPDES Flow rate_ [sf] filter area = gpd/sf
Calc. Total filter Flow [gpd]:
ReclriaRatio: (Use =< 3:1 ratio)z
[gpd] NPDES Flow rate x (lactic ratio+ 1) _ [gpd]
Calc. Volume per Dosing Cycle:
[gpm) pump cap. x [min.] pump cycle= gal/cycle
Calc. Number of Cycles per day:
[gpd] Total filter flow + [gal/cycle] _ Vol. per cycle
Celc. Flooding depth per dose(If applicable): - (REC 2In. m1n)3
[gal/cycle]Vol. per cycle+ [sf] filter area (x 1.6)4 = —in
2. Required Dosing Tank Size : (choose the larger of the following) = gal
I. NPDES Daily Flow Rate_Dosing frequency [doses/day]
it. Volume per dose
iii. 1 day detention times
3. Dosing Method: (circle a or b) a. surface flooding (should have spash pads or gravel)
b. spray nozzles/orifices
DISTRIBUTION & COLLECTION LINES
1. Distribution lines; Size: in. (REC. 1 to 2ln.)6
2. Underdrain lines (typ. 10 feet o.c.): Size: in. (REC. 3to 6 in.)7
Slope: % (REC. 0 to 1 %)6
3. Are pipes embedded In gravel or crushed rock (typ IT)?
4. Are ends of collection lines plugged, capped, or vented (for aeration)to the surface?
5. Is there a provision to drain exposed piping or is freeze protection provided?
6. Provisions should be made for the adjustment of flow at each discharge point or line.
7. Are elevations set to ensure proper flow from component to component?
B. Are splash slabs required and installed?
9. Provisions should be made for the adjustment of flow at each discharge point or line.
lfdr forward flow.NC OEM Not for NCG550000; 3 to 5 gpWel from MBIoaII&Eddy,WW Eng, p.t096
214C DEM Not for NCG550000; 30 to 5'.1 fram MBIcWf&Eddy M Eng,plies
3EPA On-Slle pg 127
41.6.(i21nchW.caf ♦(Tea gaVd)
5Hlrws&Funewo.III OPH
6greNry lines,NEHA On Site; I to 2Im pressure tins,Metcalf&Eddy,M End P10e6;
Metcalf&Eddy,Waalewater Engineering p1096
sMetwlf&Eddy,Waeleweler Engineering Pi mB
krnw Send Filters Checklist 03MI99 draft SDP

DISINFECTION
For UV : Are dual units provided?
Has manufacturers literature been provided?
For Chlorine contact: Method of Chlorine application:
Detention time in the Contact Chamber (T=V/Q x 24 hr. x 60 min) min
(30 min. minimum)
If there Is a TRC limit, has dechlorination been provided?
DISCHARGE
Has the need for energy dissipating devices or erosion reduction measures(i.e.: riprap)at the point of
discharge been investigated? -
FREEZE PROTECTION
Any pipe &components exposed to ah may be subject to freezing, especially full& pressure pipes.
1. If drain-back valves are proposed
is a detail shown?
Are drains placed to ensure flow to the drain and emptying the pipe?
Are pipes sloped back towards the drain?
2. If special drain lines are utilized, ensure they do not pressurize other lines during pumping.
OPERATION MAINTENANCE AND REPAIR
Effluent Samples. Can these be easily collected?
Are samples collected after all of the treatment processes?
Meters and valves. Have manufacturers literature been provided?
Are ranges of operation acceptable?
Will they be installed In boxes for easy access?
Bypass lines are not allowed except in extreme circumstances.
Are any by-pass lines proposed?
In what Instances will the system by-pass?
Do floor and freeze drain lines return to the dosing tank, recirc tank or send filter?
Do floor drains have a water trap?
Can tanks be isolated with out threatening treatment? (Install a manual valve on outside of tank)
Is the facility protected from public access? Are pumps etc. In lockable containers?
LOST POWER
In case of lost power,
1.) Does the facility continue to produce wastewater?
2.) Is auxiliary power supplied? How is it activated?
3.) Can effective treatment be achieved?
4.) Can wastewater be stored? For how long?
5.) Is there an automatic emergency call up system?
Aeeirr SMd Fillers CCherkhst 03/11/99 dm/t SDP

Wiggs, Linda
From: Wiggs, Linda
Sent: Tuesday, March 24,2015 12:35 PM TO: Denard, Derek
Subject: NCG551652
Attachments: NCG551652R0Comments.March2015.docx
See attached.
ARO recommends issuance of this permit.
Linda.W ieesCcDncdenr.zov
Environmental Senior Specialist
North Carolina Dept.of Environment and Natural Resources
Asheville Regional Office
Division of Water Resources-Water Quality Regional Operations
2090 U.S.70 Highway
Swannanoa, NC 28778
Tel:[phone]
Fax: [phone]
Link to Division of Water Resources Home Page
httw//oortal.ncdeonore/web/wa
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
1

Wiggs, Linda
From: Canard, Derek
Sent: Tuesday, March 24, 2015 10:53 AM
To: Wiggs, Linda
Subject: RE: new permit Taylor
Yes. I got it it all. I needed a staff report before we can issue.
Hope you are doing well.
Thanks
Derek
Sent from my Sprint Samsung Galaxy®Note 4.
-------- Original message--------
From: "Wiggs, Linda" <linda.wia s a ncdenr.g_ov>
Date: 03/24/2015 10:39 AM(GMT-05:00)
To: "Denard, Derek" <[e-mail]>
Subject: new permit Taylor
Hi Derek,
Did you get everything you needed forthe application Quiet creek properties at 133 upper brush crk rd?You and Bev
corresponded at some point, but this is my county/facilities so I have it now.
""i-
Linda.Wiaes(o7ncdenr.gov
Environmental Senior Specialist
North Carolina Dept.of Environment and Natural Resources
Asheville Regional Office
Division of Water Resources-Water Quality Regional Operations
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel:[phone]
Fax:[phone]
Link to Division of Water Resources Home Page
htto://Ponal.ncdenr.org/web/-w--q
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
t

PAT MCCRORY
(:rrara.a.a.
DONALD R. VAN DER VAART
Water Resources~ 1—'.,
ENVIRONMENTAL ONALIiY S. JAY ZIMMERMAN
June22,2016 opef f WALL,R. lLlorn
CERTIFIED MAIL.7013 2630 0001 8998 4414
RETURN RECEIPT REQUESTED JUN 3 0 2011
Mr.William B.Taylor,D Water C2uallty neglenal Operations
Quiet Creek Properties, LLC n111:e; lour aib_o _ .
1005 Cane Creek Road
Fletcher,North Carolina 28732
Subject: Denial of NPDES Permit Application
Application NCG551652,Return#2294
for a Single-Family Residence located at
133P Upper Brush Creek Road,Fairview 28730
Buncombe County
Dear Mr.Taylor
On February 5,2015,the Division of Water Resources(Division)received your application,requesting
coverage under NPDES General Permit NCG550000 from the Division for subject residence.Additional
information was requested on March 31,2015. and the application was returned on June 19,2015 after not
receiving the additional information within 60 calendar days in accord with 15A NCAC 2110107(b). On
January 5,2016,the Division received an application to reapply with the additional information that was
requested.Pursuant to 15A NCAC 0211.0107(d),a certificate of coverage(COC)shall be issued when the
Director determines that water quality standards are met.The application has not met the following
requirements:
• In accordance with 15A NCAC 02B .0206(d)(2),if the 30Q2 and 7Q1O flows are both estimated to be
zero,no new or expanded(additional)discharge of oxygen consuming waste will be allowed.The
7QI0 for the purposed was estimated by the United States Geological Survey(USGS)to be zero(0)
for the location at the purposed rattail discharging to receiving waters designated as an unnamed
tributary to Cane Creek[stream segment 6-57-(9)], a waterbody currently Classified C within the
French Broad River Basin.No information for 30Q2 was provided in the application.Coverage under
General Permit is being denied because the purposed facility is"new"and has a 7Q10 of zero(0).
In accordance with 15A NCAC 02H .0112(6), your application for Certificate of Coverage (COC)
NPDES General Permit NCG550000 is hereby refused coverage, In accordance with 15A NCAC
211.0107(d),we hereby return your application received on January 05,2016.
This decision can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written
petition for an administrative hearing to the Office of Administrative Hearings (OAH) within sixty (60)
calendar days.
A petition form maybe obtained from the OAH at htty://www ncoah coin/or by calling the OAH Clerk's
Office at(919)431-3000 for information.A petition is considered filed when the original and one(1)copy
Stale ofNonh Carolina I Enviran nenlal Quality I Water Resources
1617Mellservice Center I Releigh.NmNCarollns27699-1617
9198066300

Mr.Taylor
June 22, 2016
Page 2 of 2
along with any applicable OAR filing fee is received in the OAH during normal office hours (Monday
through Friday between 8:OOam and S:OOpm,excluding official state holidays).
The petition may be faxed to the OAH at(919)431-3100,provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five(5)business days
following the faxed transmission.
Mailing addregtfot the O4H%
If sending via USPostal Service: If sending via delivery service(UPS, FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh,NC 27699-6714 Raleigh,NC 27609-6285
One(1)copy of the petition most also be served to DEQ:
Sam M.Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,NC 27699-1601
This completes the review of the Division under 15A NCAC 02H.0100. Please be aware that you have no
authorization under North Carolina General Statute 143-215.1 to discharge wastewater to waters of the state
for this activity and any work done within waters of the state would be a violation of North Carolina General
Statutes and Administrative Code. Contact Derek Denard at 919-807-6307 or derek.denard(n).nedenr eov if
you have any questions or concerns.
Sincerely,
S.Jan,P.G.,Director
Division of Water Resources
1
he; NPDES General Permit Files
Wm, James Jones,P.E.,Carolina Civil Design Associations,P.A.,23 Enchanted Ln,Fletcher,NC 28732
W'VWWARO Landon Davidson.a

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Rand McNally - Get Directions Page 2 01\,
8 Take Monticello Rd Ramp < 0.1 miles
......................................................................-.......I...................................I....,.............I.......................................I................................
9 Bear right onto Monticello Rd 0.1 miles
........................I........................................I............................... ..........................................................................................................
10 Continue onto Dula Springs Rd 1 miles
...................................I.........-.1.....I.............................................I.......I.................................-....... .................................................................
11 You are at 201 Dula Springs Rd,Weaverville,NC
..................... ................I............................................................. .........................................................................
Destination: 201 Dula Springs Rd
Wasaverville, NC 28787-8396
01 Oulla'springs
it Rd
-a hand St
AV 6��%All
NAVrEQ
We hope that you find our maps and driving directions helpful and easy to use.The driving directions you get on randmcnally.com are our best
suggestions based on our currently available data and routing calculations. It's always a good Idea to consult a printed Rand McNally map or road atlas
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http://www.randmcnally.com/rmc/directions/dirPrintDirectionsjsp?re€dim&col-color&sStartName=&s... 12/5/2005

,tnd McNally - Get Directions Page I of 2
*RAM M9.NAUY Back
www.rBndmcnally.com Use the print feature in your browser to print this page.
............................................................................................................................................................... .....................................................
Asheville, NC 28801
to
201 Dula Springs Rd
Weaverville, NC 28787-8396—
Ml As.&
201 Dgft,"as il
ot
03
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A�,
Find it In the 2006 Road Ate.
Asheville, NC Weaverville, NC
• page 74,Asheville detail map , page 74, grid section K-5,
•page 74, grid section L-5, Western North Carolina map
Western North Carolina map , page 74, grid section E-1
• page 74, grid section E-1
Estimated Total Driving Time: Estimated Total Driving Distance: Total Number of Steps:
16 minutes 11 miles 11
Step Directions Distance
You are at Asheville,NC.
..........11........................................................................................ ............................................................................................................
2 Go SE on Haywood St for 0.11 miles 0.1 miles
....................................................I.........11.........-I............ .....................................................................................................I.................
3 Turn right onto College St 0.1 miles.
.....................................................................................................................................................................................................I........
4 Bear right onto Patton Av 0.5 miles
............................................................................................. ................I.......... .................................I.................................
5 Bear right on ramp to US-19 N (US-23 N, US-70 W) 0.4 miles
............ ........................................................................................................................................................................................-.1...
6 Continue on US-19 N (US-23 N, US-70 W) 8.7 miles
....I.................................... ...... ...........................................................................................................................
7 Bear right onto off-ramp at exit 18 to Monticello Rd 0.1 miles
-..............I.......................I...I........................................I............—..... ...................................................................................................
http://ww .randmenally.com/rmc/directions/dirPrintDirections.jsp?ref�—dim&col=color&sStartName=&s... 12/5/2005

Driving Directions from 101 Hidden Falls Dr ,Asheville,NC to 10 S Turkey Creek Rd , ... Page 1 of 1
MAVQNEST ao m:;;., ss 'u"rr;,:sr.:r;r,
®101 Hidden Falls OF ®1 L08Tu1kay Cyeek RAI
Asheville,NC 2816700 ....s a[NC Sal(LAND
TRAI Eellmaned Time:35 rmatea
Tam Estimated Distance:10A0 miles
1.1m Eellmand PRO Coed: Fool Co 10
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D App,NORTHEAST,,HIDDEN FALLS OR III NEW STOCK 01m1
aO.
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W a.eby STRAIGHT I,a„n1,MACEDONIA RD 14m1
® at 684 111....Rd pal ED deal
ENmakO Time:17 m mobs Estimated 0estams 8.RB miles
♦ OIro0110ns VA.0 LO Ol
® FEW NORTHWEST„MACEDONIA RO EAFEW RICH HILL 0eml
Tar.LEFT apse 1EKKIRE VA1iEV ad S Em
.9 a ENMMSVAUEY RO ce,omee OLD HIGHWAY OF Fall
®W4 Par,RIGHT,no OLD LEICESTER HWY. 3,1 IT
® ,m ,n, 3.3 ml
6 T RIGHT 1 NEW LEICESTER HWY/NC3]
,al el}wa LEFT Is,s TURKEY CREEK RD. 0.0 m1
®" ].Engel 10 GT k Ed DI...E,NO 3WIAEAR
Estimated The a]m ands, Etlimelsl Distance:8.20 miles
Tom l Estimated Time 35 all Tottl limmtlaE O1mlmoe11 a 49 mllee
Sgonsu"Lay, __ /qa Untn
as 1-1 da IF ap Haml map avea rq Yo„� a15001,Om Ham Na
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http://w .mapquest.com/maps?lc=Asheville&ls=NC&1a=101+Hidden+Falls+Dr&iz=... 1/27/2009