WQ0002025_Regional Office Physical File Scan Up To 6/1/2020

•
ASHEVILLE REGIONAL OFFICE
November 16, 2001
MEMORANDUM
TO: Tom Cadwallader
THROUGH: Landon Davidso
FROM: Kay Dechant
Subject: Permit Renewal
Burnsville Car Wash
GW01200 WQ0002025
Yancey County
Renewal of the subject permit is recommended. Attached is the GW-48. Please call me at(828)
251-6208 if you have questions or comments.

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ASI-IEVILLE REGIONAL OFFICE.
November 16, 2001
MEMORANDUM
TO: Tom Cadwallader
THROUGH: Landon DavidsoW
FROM: Kay Dechant A tr`.
Subject: Permit Renewal
Burnsville Car Wash
GW01200 WQ0002025
Yancey County
Renewal of the subject permit is recommended. Attached is the GW-48. Please call me at(828)
251-6208 if you have questions or comments.

ASHEVILLE REGIONAL OFFICE
November 16, 2001
MEMORANDUM
TO: Tom Cadwalladercr
THROUGH: Landon Davidsor3Y1�'
FROM: Kay Dechant ,/.< ;
Subject: Permit Renewal
Burnsville Car Wash
GW01200 WQ0002025
• Yancey County
Renewal of the subject permit is recommended. Attached is the GW-48. Please call me at(828)
251-6208 if you have questions or comments.

DIVISION OF WATER QUALITY 1,
GROUNDWATER SECTION t ,;
// /6 o , I i I1 d 1 - 7 2001 �i` :
{ E'oundwete-Sadie, I
• Jheville 6 44510�8l S9aICe _ --'
MEMORANDUM —
TO: ClQ'v1 404 D6I—UCc-f_.S6v1
4S II v, /ie. Regional Office
FROM: / 0✓Yl Ca GJ a.. I(a c GVN
'SUBJECT: Application for X Permit Renewal, Permit Amendment
New Permit Repair/Alteration of Exist. Disposal System[DEHJ
COMMENTS:
Facility Name: air O$t///Ce C b./4 S h
County: y a in r e.-ti .
Type of Project: J-/ l>4a 4lc,q 4)/S,0 Sa_l �I.it-1
•
APPLICABLE PERMIT NO.s: WQ 40O O25 GW ®/ 2.490
DEH ANIMAL WASTE(DWQ)
EPA(CONST. GRANTS) A to C
The Groundwater Section has received ONLY ONE (1)copy of the referenced permit application.A copy of the
application should have been sent to your Regional Water Quality Supervisor,so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE,PLEASE LET ME
KNOW.
The Groundwater Section has received ONLY ONE (1)copy of the referenced permit application.A copy.of the
application should have been sent to ,DEH's Regional Soil Specialist,so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE,PLEASE
LET ME KNOW.
XThe Groundwater Section received two(2) copies of the referenced permit application. One copy of the
application documents we received is attached.
Please review the application materials for completeness. If you feel additional information is necessary,please
let me know no later than ////S`/ d( . A copy of any formal request for additional information
will be forwarded to you.
If you do of need any additional information to complete your review,please provide your final comments
by I/ ?2. l D . If you request and/or receive additional information,your final comments
are due no late than 14 days after you receive the additionaLinformation,
\9-9STRAN.SHL(rev.9/29/98)

1 ,
,I
.. , I ' II 41 •
0
Division of Environmental Management I PA'.
tik , NOV - 7 2001
li Date
11
li
MEMORANDUM
7(0 1101-11
To: g e•-Clae-e , Supervisor
. Permits ' & Compliance Unit
1
Groundwater Section cl
„ i CD zIE
li
. o . f"From:Viairi- ___ Dt))410\1 1(-- , Project Engineer cz,01
Pern1itS:1 & Engineering Unit cr
I
Water Quality Section
II . zlz E.r..1
1 li r-s
f\). WI
il 1' ry 2
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CD
'I
el
Subject: Groundwater Review
Non-Discharge Application No. Up 0 000 10.2 5
Facility *we: _Y-11 rnsv 0 ka r r I\ f\
bounty: 11 \anreL I!
(Gw # b' -2 t ..6--0 • ' )
i
Attached you will find plans, specifications, and supporting information
for the above project.
li
Plense 'let me Imliow whether you will or will not be conducting an
extensive review of the subject project by 0• ILL 0 1 .
,
If I can provide additional information, please contact me at ext. ;1
1 ,
• • • • . • * * * * * * • • • • • • • • • • • • • 0000000000000 * 0000000 .
tr I
q Kw.,
0ii
(1) ,The Groundwater Section will not* conduct an-Gictensiate_.
review of the subject
Groundwater Section will not review application for the reason
listed l'ibelow:
i
q .
1 P
I I'
IT
(2) A request for additional information will be forwarded to you by the
1
reviewer i listed below.
1; 1
11 1
GW Reviewer:1 '-\"-. CAI WcAkeae.1" Date:
,
II
} H
9/6/90 1
111 .
, . . .

Dale Austin ' '
P.O. Box 1300 *0 Gc 2'12®d�
Burnsville, NC 28714 e��e {��un9
vi9���sch�t9
October 16, 2001 '� q._
di , : 2.
NCDENR NOV _ 7 2001
1617 Mail Service Center w
Raleigh, NC 27699-1617 CrottndwateF Section
Asheville Regional J;fice '
Division of Water Quality
Re: Non-Charging Permitting Unit
Burnsville Car Wash
NCDENR Re-Submittal
Please find enclosed five copies of the required information for re-submittal to obtain approval for a new
permit for this project. The previous permit has expired and all operations have been suspended until the
new permit is issued.
Copies of the July and September water bills are also enclosed. Please note this is the only water meter
that services the Car Wash.
In addition,the pond does not get beyond full because there is not a large amount of water going into it at
• any one time. This allows the natural evaporation process to eliminate any overflow. The pond has not
needed to be pumped and as a result we have never needed to use the application area.
Sincerely,
Dale Austin
Owner
Enclosures

{ •
' State of North Carolina •
Department of Environment and Natural Resources
Division of Water Quality
Non-Discharge Permit application Form •
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
,41
DISTRIBUTION / INFILTRATION DISPOSAL SYSTEMS
I
A. GENERAL INFORMATION
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
DALE 4V 5 r/A/
2. Print owners or signing official"s name and title (the person who is legally responsible for the facility
and its compliance): D4C,E /f7Vsr/�•
3. Mailing address: 2. C--7• ;ox /3
City: 8V/2AJS v//ie State: /V - Zip: 2'7/1$
Telephone number: (. S Z 8 ) (a 8 2 — 9'3 Z0
4. Project name (subdivision, facility, or establishment name-'should be consistent with project name on plans,
specifications, letters of flow acceptance, operational agreements, etc.): PU2NSI///fie
�Z Ci/i41.1
• 5. Location of Distribution/Infiltration Disposal System:
Street address:
City: B v2NS vi/4 State: NC- Zip: a 87/4
6. Latitude: 03S 4"S1- '4/bJ",IY• 1 I 'Longitude: 082 °ZL/S_/,2 8 k, of system
7. Contact person who can answer questions about application:
Name: LAO2-Y tee. o Y Telephone Number: (B1fl ) ZSS-7s96
8. Application date: ///7/ct
• 9. Fee submitted: $400.00 [The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5)].
10. County (ies) where'project is located: '4N c E }
•
B. PERMIT INFORMATION:
1. Application number(to be completed by DWQ):' '
2. Specify whether project is: new;' renewal; modification
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the
existing permit number Ln/Q0002-DZS and its issue date /999
4. Specify whether the applicant is public or private.
Form: DIDS 01/00 page 1 of 8

ti
C. WASTEWATER INFORMATION:
1. Nature of wastewater: % domestic; /O'O % commercial; • % industrial;
% other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater, such as: school,
subdivision, hospital, commercial, industrial, apartments, etc.: Cr42 Lc./4S7a
3. If wastewater is NOT domestic in nature, what level of pretreatment has been provided to ensure protection
of the receiving wastewater treatment facility; A//4
4. Volume of wastewater generated by this project: 1 9-00 • gallons per day
• 5. Volume of solids (grit, sand, debris, etc.) generated by this pro Act: 1 lb, Th-P
•6. Explanation of how the wastewater and solids volumes were determined: Oe ' ..Vicki .r
• 7. Explanation of how and when (frequency) the solids will be properly disposed. At.a,Juoat T, O
LAtJCJ _
8. Brief project description: 30 C)OO . L�i¢L4DN (�c--'7'ENr/OA �o u Pc 2
&x,57/N,, 6412. Wits,/ / /M (Ai U L OvElZFLow
Aet1 Dtie flc.ZE Pi42.C.E(.. OF Lgeva SEE P a.0
D. FACILITY DESIGN CRITERIA
1. Provide a brief listing of the components of this distribution/infiltration disposal system including dimensions
and capacities of tanks/ponds/lagoons, pumping equipment (pumps, pipes, nozzles, etc.) high water alarms,
filters, treatment units, disinfection facilities, etc.: /,i// S /J/.572.413v770A) S//�m1
/tiCc.0 DeS /4 363000 G/ C. ( s'xcc ' Ze iTo't.' Po/vh
2. Name of closest downslope surface waters: P21 GE 62-ez/c
3. Classification of closet downslope surface waters: I— 772_0 U 7-
as established by the Environmental Management Commission and specified on page 6 of 8 of this package.
4. If a power failure at the pump station could impact waters classified as WS, SA, B, or SB, describe which of
the measures are bind implemented to prevent such impact, as required in 15A NCAC 2H.0200:
Ndf��,�
• Form: DIDS 01/00 ' . page 2 of 8

5. Specify the loading rate recommendations in inches/hour and inches/week and inches/year as determined by
the soils scientist. All rates must be provided. The Division will consider higher loading rates in the dry
months (June 1 -September 30) depending on the soils scientist recommendations. If only one loading rate
will be proposed, that rate must be the most restrictive loading rate.
Dry months (June 1 -September 30): O. co43 inches per hour; O.3 inches per week
Wet months (October 1 - May 31): 0. o43 inches per hour; 0.3 inches per week
Recommended maximum: /7 to/S',Z inches per year
• 6. For industrial wastewater generated by using cleaning solvents for cleaning equipment, engines, etc.,
an analysis of nutrients, heavy metals, total and synthetic organics must be provided along with appropriate
calculations showing the loading rate, based on the most limiting constituent. The chemical analysis must
include, but shall not be limited to: Total Organic Carbon, Biochemical Oxygen Demand, Chemical Oxygen
Demand, Chlorides, Phosphorus, Ammonia, Nitrates, Phenol, Total Trihalomethanes, Toxicity Characteristic
Leaching Procedure Analyses, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
What is the limiting non-hydraulic constituent for this waste? _ pounds per acre per year of
Sic So UL kS Vvepo''L.r ..
7. Specify the square footage of the wetted distribution/infiltration area: 43S-6 0 square feet,
and how the cover crop/ receiving site is managed. �E C/Eyi✓6 Sii`�- / S
/7 6/2-4SS C-o✓E2E7) /eL/) cu/r7i 40 Crf1147- 7 6-
2.F54-R.OF S/ re..) / 4/>! E) ri? n,P Po^,L O c/E/2..F4o4J
• 8. Specify the hydraulic loading rate that will occur on the distribution/infiltration area:
Dry Months (June 1 -September 30): O. 043 inches per hour; 2.3 inches per week
Wet Months (October 1 - May 31): O 043 inches per hour; 0..3 inches per week
Maximum Application: /2 /6-/YR inches per year
pounds per acre per year
of: (limiting constituent)
/
• 9. Is hydraulics the limiting constituent? V Yes; No. Explain:r
Q4
O.011 N/l-1ct_ �c �.4.U /DA,`f }� D ii J Nto )C"T fa = I.0 1J/WO
10. Specify the storage,volume required by the water balance: :0, 4On gallons; / days
11. Volume of storage provided: 3 0/ cop_ gallons and yields: 75 days
NOTE: Minimum thirty days required at the design flow rate. . -.
12. The treatment and distribution/infiltration disposal system must be posted and secured in some fashion to
prevent unauthorized entry. Briefly describe,the security measuresJ being taken: . 12E /S
�i✓ & i Sr/N(� PeNGC d 74.F✓eN J rT/v/ON E �lZ.D/r7 ZEA TEjjW6
T7 c 5.re- Or= 7 r(�F 7�.up c Sys i. Gv - 1. ;
c.� / e—e1 c/i R.&
No // 2-essPr4Zi,/( 5.i 64)S O,t/ GENCE . •
• Form: DIDS 01/00 page 3 of 8

13. Is the treatment facility'Lapable.of treating the wastewater to at leastsecondary limits prior to storage?
(BODS< 30 mg/L; TSS < 30 mg/L; NH3 < 15 mg/L; Fecal Coliform < 200 colonies/100 ml)
Yes No. If No, what level of treatment can be achieved?
14. Is the distribution/infiltration disposal system located within 100-year flood plain? Yes ✓ No
If Yes, briefly describe the protective measures being taken to protect against flooding.
•15. List the field number of any field(s) that is/are located in area where the seasonal high water table is less than
3 feet below the surface? SIB TO n 1 µoh S ( _ (V'16. If domestic wastewater is generated, describe the disinfection facilities that are being provided: , n A
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•
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Form: DIDS 01/00 page 4 of 8

rr
PHIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER QUALITY
UNLESS ALL OF THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL:
A. One original and four copies of the completed and appropriately executed application form.
B. The appropriate permit processing fee, in accordance with.15A NCAC 2H .0205(c)(5).
C. Five (5) sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a topographic map, a site
map which indicates where borings or hand auger samples were taken, a map showing the land
application site, buffers, structures, and property lines; along with all wells, surface waters (100-
year flood elevation), and surface drainage features within 500 feet of the land application site.
Each sheet of the plans and the first page of the specifications must be signed and sealed.
D. Five (5) copies of all reports, evaluations agreements, supporting calculations, etc. must be
submitted as a part of the supporting documents which are signed and sealed by the NC
Professional Engineer. Although certain portions of this required submittal must be developed by
other professionals,, inclusion of these materials under the signature and seal of a NC Professional
Engineer signifies that he has reviewed this material and has judged it to be consistent with his
proposed design.
E. Five (5) copies of the existing permit if a renewal or modification. •
F. For Distribution/Infiltration Disposal Systems:
1 A water balance analysis showing annual amount of wastewater that will need to be applied and
the amount of land necessary to receive the wastewater at the given loading rate. Storage
requirements must.be addressed and supporting calculations provided.
2 A soils scientist report (signed) which includes texture, color, and structure of soils down to a depth
of seven feet, depth, thickness and type of any restrictive horizons, hydraulic conductivity in the
most restrictive horizon, Cation Exchange Capacity (CEC), depth of seasonal high water table, soil
pH, and soils map (if available).
3 For systems treating industrial waste or any system with a design flow greater than 25,000 GPD a
Hydro Geologic Report providing the extent and lithologic character of the unconfined aquifer,
transmissivity and specific yield of the unconfined aquifer, thickness and permeability of the first
confining bed, groundwater quality and direction of movement, and an evaluation of impacts of the
disposal system on water levels, movement and quality.
4 An agronomist report (signed) which states the type of vegetation that is planned for the
distribution/infiltration disposal system field(s), along with management and harvest schedules.
5 Proposal for groundwater monitoring.
6 An analysis of the.wastewater, including heavy metals,, total and synthetic organics, along with
calculations for the most limiting constituents.
Form: DIDS 01/00 page 5 of 8 .

d
,
This form must be completed by the appropriate
DWQ Regional Office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters.(the surface.waters that any overflow from the facility
would flow toward) in which this distribution/infiltration disposal system will be constructed must be
determined by the appropriate DWQ Regional Office. Therefore, you are required, prior to submittal of
the application package, to submit this form, with items 1 through.7 completed to the appropriated
Division of Water Quality Regional Water Quality Supervisor (see page 8,of 8). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minutes USGS Topographic Map which shows the
location of this distribution/infiltration disposal system and the downslope surface waters in which they will
be located. Identify the closest downslope surface waters on the attached map copy. Once the
Regional Office has completed the'classification, reincorporate this completed page and the
topographic map into,the.completed application form and submit,thie application package.
1. Name off applicant (specify name of the municipality, corporation,.individual, etc.):
L JA C.rc /wSTiN
2. Name & complete address of engineering firm: CAV,4wAU6N I-t/ Ssoc,4TT5 r,a,nc--,ecy
L EDFaE73 Eiv6,,ve-Er4li6) 3 v b lit/ /14 Siwovb sT .fi's 1i//r Nc o)ego i
• Telephone number: ( 82S ) gSr-739
3. Project name: ,Uk-.v5 v,/' 6,2 (A24,51/ //TT
4. Name of closest downslope surface waters: I�i246. C-726 2
I'��
5. County (ies) where this system and surface waters are located: TANcEy
6. Map name and date: 2ALp
(;AR
7. NC Professional„En ineer's name, signature, seal and date_c �N• " ;nl�
may) • L�F V. �/r `N y
CONNe CC Q . v�v
VIDa Z< rU".1„
ti
TO: REGIONAL WATER QUALITY SUPERVISOR -., � &MCC&%%%• ..
Please provide me with the classification of the watershed where this system will be constructed, as
identified on the attached map segment: , / I
Name of surface waters: �`���-�� G/ 'E- c`
Classification: (
as established by the Environmental Management Commission. .
Proposed classification, if applicable:, -;1/<=
Signature of Regional Office personnel: � ,-)GT 7 -� 7r
yy�� ,
Date: (D,i�-7-LGcC►=ee it e;2� . t� ; C
Form: DIDS 01/00 page 6 of 8

;7
All attachments must be signed
Name of engineering firm: CAVAxv4v6f/ �i`Fss oC.44pc (A7Z-#&24r ZEI)cola,2 Z6-NraL4J6)
Name of engineer: "ILc /n,c o"-WE- c
Complete address of firm: -S 0 •CV€ST' //`iTkt000Z Si
City: /ls, y///e State: /VC , Zip: a 950/
Telephone Number: ( F2-6 ) 2S5-----7.5-96
Professional Engineer's Certification: •
I, CAac /The Q.,)we c.C. , attest that this application for
Ups v/LCE ..,4-R_ W14SN
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that
to the best of my knowledge the proposed design has been prepared in accordance with the applicable
regulations. Although certain portions of this submittal package may have been developed by other
professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this
material have judged it to be consistent with the proposed design. •
North Carolina Professional Engineer's Seal, Signature, and Date: a___Q
1" 1/
Applicant"s15:M(-4<1.:•,c7.. ?..:',.‘ '
•
-nt Certification:�/
I, vA Le /YUST/A) _
attest that this application for U/Z,US!/i//, 64/Z t(,>r45// '
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if
all required parts of this application are not completed and that if all required supporting information and
attachments are not included, this application package will be returned to me as incomplete.
el
il fs
Signature �,��.. - Date 2 c" 9 - 0 C)
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
` ' NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
- PERMITS AND ENGINEERING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
'TELEPHONE NUMBER: [phone]
FAX NUMBER; -[phone]
Form: DIDS 01/00 page 7 of 8 •

r
DIVISION OF WATER QUALITY REGIONAL OFFICES
.sheville Region Mooresville Region
59 Woodfin Place Winston-Salem Region
Asheville, NC ac 801 919 N. Main Street 585 Waughtown Street
Mooresville, NC 28115 Winston-Salem, NC 27107
828/251-6208 704/663-1699
336/771-4600
828/251-6452 -Fax
704/663-6040 - Fax [phone] - Fax
Avery Macon Alexander 'Mecklenburg Alamance Rockingham
Buncombe Madison
Cabarrus Rowan Alleghany Randolph
Burke McDowell Catawba Stanley Ashe Caldwell Mitchell Gaston Union Stokes
Cherokee Polk Caswell Surry
Iredell Cleveland Davidson Watauga
Clay Rutherford Lincoln Davie Graham Swain Wilkes
Haywood Transylvania Forsyth Yadkin
Henderson Yancey - Guilford
Jackson
•
Raleigh Region Fayetteville Region g Wilmington Region
Post Office Box 27687
Suite 714-Wachovia Building 127 Cardinal Drive
Raleigh, NC 27611 Fayetteville, NC 28310
919/571-4700 Wilmington, NC 28405
919/571-4718 - Fax [phone] 910/395-3900
910/486-0707-Fax [phone] -Fax
Chatham Nash Anson Moore
Durham Northampton Bladen Brunswicka New Hanover
Robeson
Edgecombe Orange Carteret Onslow
g Cumberland Richmond Columbus Pender
Franklin Person Harnett Sampson Du lin
Granville Vance Hoke Scotland p
Halifax Wake Montgomery
Johnston Warren
Lee Wilson
•
Washington Region
943 Washington Square Mall
•
Washington, NC 27889
252/946-6481
252/946-9215 -Fax
3,eaufort Jones
3eitie• Lenoir •
:amden Martin
:howan Pamlico
:raven Pasquotank
:urrituck Perquimans
tare Pitt
sates Tyrell
;reene Washington
lertford Wayne
'yde
IAIL ALL CORRESPONDENCE TO THE ATTENTION OF: WATER QUALITY REGIONAL SUPERVISOR
Form: DIDS 01/00 page 8 of 8 •

/ • r' r _
p_y�.
March 13, 2000
Cavanaugh & Associates, P.A.
306 West Haywood Street
Asheville,North Carolina 28801
ATTENTION: Mr. Carl McConnell
REFERENCE: SOIL SCIENTIST EVALUATION
Burnsville Car Wash
Burnsville,North Carolina
S&ME, Inc. Project No. 1411-00-025
Dear Mr. McConnell:
In accordance with S&ME Proposal No. ENV-015-00, S&ME, Inc. (S&ME) has conducted a soil
scientist evaluation at the above referenced location to fulfill Item F.2 on Page 5 of 8 of Form DIDS
01/00 which has been included as Attachment I. This information will be used for inclusion in your
client's application to the North Carolina Department of Environment and Natural Resources
(NCDENR). The evaluation was performed on March 1, 2000.
METHODS AND PROCEDURES
The area evaluated was approximately 0.5 acres in size located to the west of the current retention
pond (see Attachment II). The evaluation consisted of two components: 1) hand auger borings to a
depth of 7 feet to characterize soils in the proposed application area 2) estimation of soil hydraulic
conductivity, and 3) collection of a composite surface soil sample to be analyzed for soil fertility
with fertilizer and liming recommendations.
S&ME, Inc. [phone]
3718 Old Battleground Road [phone] fax
Greensboro, North Carolina 27410 [phone] www.smeinc.com

•
Soil Scientist Evaluation S&ME Project No. 1411-00-025
Cavanaugh & Associates, P.A. March 13, 2000
FINDINGS AND DISCUSSION
Soil Characterization
A total of four hand auger borings were made in the proposed area to characterize the underlying
soils (see Attachment II). The borings were made to a depth of 7 feet below the land surface and
were terminated in the "C" horizon. A profile description of one representative boring has been
included (see Attachment III). Field observations confirmed preliminary information available
from the Yancey County Soil Survey that the Dillard soil series was encountered.
The Dillard soil is typically found on Mountain valleys formed from low stream terraces and
colluvial fans throughout the mountainous areas of Georgia, Tennessee, Virginia, South Carolina
and North Carolina. This soil is deep, moderately well drained, and slowly permeable. The soil
does have a seasonal water table that is within 36 inches of the soil's surface. Application should
be not be performed during the wetter periods of the year (December through March) when the
actual water table is within 36 inches of the soil's surface.
Hydraulic Conductivity
The hydraulic conductivity for this soil ranges from 0.02 to 0.6 inches per hour (in/hr) in the most
limiting horizon. EPA guidelines recommend that the design drainage rate be a portion (4 to 10
percent) of the minimum soil hydraulic conductivity. This design factor accounts for such site
conditions as slope, depth to seasonal high water table,thickness and texture of the surface horizons
and vegetation. Using a conservation design safety factor of 7 percent was chosen for this site.
Using a conservative value of the hydraulic conductivity found on the site and with the minimum
design safety factor of 7 percent, the minimum drainage rate can be estimated as:

i
Soil Scientist Evaluation S&ME Project No. 1411-00-025
Cavanaugh & Associates, P.A. March 13, 2000
0.02 in/hr X 24 hours/day X 30 days/month X 7%= 1.0 inches/month
A water balance was performed for this soil based on it's drainage, precipitation for the area, and
potential evapotranspiration (combined term for evaporation and plant transpiration) (see
Attachment IV). The water balance yielded a maximum application rate of 12 inches per year.
A weekly. value of 0.3 inches should be used as a maximum application rate during applicable
periods for this site. Based on the exclusion of application during December through March, a
separate application rate for wet and dry months are not necessary. A total of 9 inches of liquid is
viewed as a maximum for total application on the site.
Soil Fertility Sampling
A composite surface soil sample was collected and analyzed for Cation Exchange Capacity and soil
pH (See Attachment V). Soil fertility recommendations indicate no additional lime is needed for
this fescue field. Fertilizer should be applied as recommendations indicate. These
recommendations should promote fescue growth and proper runoff control. The application sites
should be fenced and grazing controlled.
3

r 7, •
1 �
Soil Scientist Evaluation S&ME Project No. 1411-00-025
Cavanaugh & Associates, P.A. March 13, 2000
CLOSING
S&ME sincerely appreciates the opportunity to assist Cavanaugh & Associates, P.A. in this
project. If you have any questions or require additional information, please contact us at your
convenience.
Sincerely,
S&ME, Inc.
Robert T. Branch, L.S.S.
Soil Scientist
Robert P. Willcox, Jr., L.S.S.
Residuals Management Manager
•
Attachments
•

7
•
ATTACHMENT I
PAGE 5 of 8 FORM DIDS 01/00

.i3/09/2000 17:29 4 PAGE 06
•
THIS APPLICATI
ON PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER QUALITY
UNLESS ALL OF THE APPLICABLE ITEMS.ARE INCLUDED WITH THE SUBMITTAL:
A. One original and four copies of the completed and appropriately executed application form.
B. The appropriate permit processing fee,.in accordance with 15A NCAC 2H .0205(c)(5).
C. Five (5) sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a topographic map, a site
map which indicates where borings or hand auger samples were taken, a map showing the land
application site, buffers, structures, and property lines; along with all wells, surface waters (100-
year flood elevation), and surface drainage features within 500 feet of the land application site.
Each sheet of the plans and the first page of the specifications must be signed and sealed.
D. Five (5) copies of all reports, evaluations agreements, supporting calculations, etc, must be
submitted as a part of the supporting documents which are signed and sealed by the NC
Professional Engineer. Although certain portions of this required submittal must be developed by
other professionals, inclusion of these materials under the signature and seal of a NC Professional
Engineer signifies that he has reviewed this material and has judged it to be consistent with his
proposed design.
E Five (5) copies of the existing permit if a renewal or modification.
F. For Distribution/Infiltration Disposal.Systems:
1 A water balance analysis showing annual amount of wastewater that will need to be applied and
the amount of land necessary to receive the wastewater at the given loading rate. Storage
requirements must be addressed and supporting calculations provided.
2 A soils scientist report (signed) which includes texture, color, and structure of soils down to a depth
of seven feet, depth, thickness and type.of any restrictive horizons, hydraulic conductivity in the
most restrictive horizon, Cation Exchange Capacity (CEC), depth of;seasonal high water table, soil
pH, and soils map (if available).
3 For systems treating industrial waste or any system with a design flow greater than 25,000 GPO a
Hydro Geologic Report providing the extent and lithologic character of the unconfined aquifer,
transmissivity and specific yield of the unconfined aquifer,`thickness and permeability of the first
confining bed, groundwater quality and direction of movement, and an evaluation of impacts of the
disposal system on water levels, movement and quality, •
4 An agronomist report (signed) which states the type of vegetation that is planned for the
distribution/infiltration disposal system field(s), along with management and harvest schedules,
5 Proposal for groundwater monitoring.
6 An analysis of the wastewater, including heavy metals, total and synthetic organics, along with
calculations for the most limiting constituents.
Form: DIDS 01/00 page 5 of 8
•

•
ATTACHMENT II
BORING LOCATION MAP'

Old Highway 19 `,,
.9 _
4gay
•
sii,,,,-- Car Wash
1i
2 i 6•Drain �r �� ® HA HA-2
Equipment Pipe
Room __* i Pond
3 i -* ► 30,000 GAL ® HA-3
--L` 1
4 2
. L ® HA1 ® HA4
Existing —
Approximate
Fence1/11
tVartfi
I
Legend
�(��� I(yam SCALE: Not}o Wile FIGURE NO
® Approximate Loca CHECKED BY: �\ `if:5 m Burnsville Car Wash
Of Soil Borings DRAWN BY: MW *S81111/E E • Hand Auger Boring Location Plan 1
DATE: Q3/17100 ENVIRONMENTAL SERVICES JOB NO. 1411-00-025
�J ��J1�� ENGINEERING TESTING

•
•
//
• • •
ATTACHMENT III
REPRESENTATIVE SOIL BORING •

/ TABLE 1
•
S&ME, INC.
SOIL PROFILE DESCRIPTION
Client: Cavanaugh& Associates, P.A. Date: 03/01/00
Project Name: Burnsville Car Wash Project#: 1411-00-025
County: Yancey State: N.C.
Location: Burnsville Car Wash Boring: 1
Soil Series: Dillard Variant
Apparent Water Table: 52 inches Seasonal High Water Table: 18 inches Slope: 2-4 percent
Vegetation: Fescue
Boring terminated at 84 Inches
Horizon Depth Matrix Mottles Textur Structure Consistence Boundary
Ap 0-8" 10 YR 3/2 --- sil lmgr mvfr a
BE 8-18" 10 YR 5/4 --- sil lmgr mvfr cs
Bt1 18-23" 10 YR 5/6 10 YR 6/2 corn cl 2msbk mfr gs
Bt2 23-42" 10 YR 6/6 10 YR 6/2 corn cl 2msbk mfr gw
2Bt 42-52" 7.5 YR 5/8 10 YR 6/2 man c 2msbk fi gs
2Cg 52-84" 10 YR 7/1 10 YR 5/6 corn
•
COMMENTS: LEGEND:
18" - seasonal water table sil - silt loam
42" - sticky plastic clay cl - clay loam
52" - actual water table c-clay
1 mgr-weak medium granular
2msbk - moderate medium subangular blocky
mvfr- moist very friable
mfr- moist friable
fi -firm
a- abrupt
es - clear smooth
gs - gradual smooth
gw- gradual wavy
com - common mottles
man-many mottles
DESCRIBED BY: Robert T. Branch, L.S.S., No. 1180 DATE: 3/1/00

•
ATTACHMENT IV'
SOIL WATER BALANCE

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ATTACHMENT V
SOIL FERTILITY ANALYSIS

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a t l
REPORT NUMBER A&L EASTERN AGRICULTURAL ABORATORIES, INC. •
m R069-206 7621 Whitepine Road •• Richmond, Virgi-1i23237•• [phone] ;:r
- Fax No. (804) 271 -E16
•
o
DJACCT it 45470
SAMPLES
alS ND S&NE P009218 ..181 SUBDAITTED 1411-00-025 BOB BRANCH
TO: ATTN: RICK BAKER GROWER: DALE AUJ N BY:
E 3718 OLD BATTLEGROUND RD
•
GREENSBORO NC 27410-2314 •
DATE RECEIVED 03/08/2000
03/10/2000 1 SOIL ANALYSIS RS]RT - DATE OF ANALYSIS 03/09/2000
LATE Of REPORT PAGE
•
'ofGANIOMATrER PHOSPHO Rya.;;• .;: : ' `POTASSIUM,: .!..V IUM. -_: CALCIU1 :'': SODR1M',`' s ';:.: ri,+ pH; ,"_::" ;-ACIjlte.'. QEA:`T
`D SAMPLE BRAYP1 ' BRAY'P2•• - ;
'•-.K .• -._fi r; CA A `'SO�IL :. BUFFER;. :: H::: —
H MBER - 1psA .PPm•• _• RAr : :.1.TAE Pm.:•:••;RATE; PP—=:RA?E : PQ1>:.;�i-RAr _: ppm- . ....i i a::'PI •- rt • g •.�eAL'7.q .
•
:- 1 04688 4. 1 121H 75 VH, 118 VH 47 VL =I VH 1000 M 6:3 6.85 0.8 7_
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f.
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•
0
•
-_
PERCENT BASE SATURATION• :. ` ,i NI?RATE;:: ._"SULFUR F .21NC•:: 43,CiANSSE ' IRO -=.COPPER:'''-'BQRdN- :SQI;USLE CHLORIDE i `:40LYB
SAMPLE _ -; 7:
K Ca Na H NO'-N. :SCl-s:. .zN _ �N` FE:-•::•-rt,: ':d4':::::``.3•....,._8•,,- - CL:;:�
NUGI6ER . :.. :• •RATE p m. `RATE :pp 1 RATE is RATE ii:Ppmta:HATE%:.'•ppm;'_ *r..E: 1. : ;.RATE?(1 .RATEppm -RA • IhC:Ilk. .
_ 1 - - _ _ . 1 .5 24_1 63.8 10.6
i - - - -
al
¢ I
0
¢
Be W -
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a Values on this report represent the plant available nutrients in the soil- This npoA tippling I°the Sa'Th(s)ua+ed. savories we r.l°Y'c ,
•- Explanation of symbols:Values are expressed as%(percent),ppm(parts per million),or lbs11 cunds per acre). "a.+.«,.,°Inlay days aterlosing.Sal A""'gspupa,ed by:
o
Rating after each value:VL(Very Low),L(Low),M(Medium),H (High),VH(Very High). AaL EASTERN AGRICULTURAL LABORATORIES.INC.
e= ENR-Estimated Nitrogen Release.C.E.C.-Cation Exchange Capacity. M 0
`` To convert to lbs/A,multiply the results in ppm by 2. br_ _ _ , L

�tI (?i=7h1JN a.(cv A & L EASTERN AGRICULTURAL LABORATORIES, INC.
F .,.
a.
N Fax No. 804
E ; ,`} _ 2 237• 743-94
7621 Whitepine Road • Richmond, Vircinia D (804) 01
s 271-6 ::AIL.:
)
m ACCT i# 45470
ccv - SENO GROWER: SAMPLES
a TO: S&14E PO#9218 J©8i 411-00-025�MITTED BOB BRANCH l
- ATTN: RICK BAKER . - DALE AUSTEN
ro 371B OLD BATTLEGROUND RD
-" GREENSBORO NC 27410-2314
DATE �'3/t0I 4000 PAGE 1 SOIL FERTILITY RECOMMENDL IONS (tbsJA)
� -• ia ' • �" - �- :E
.. Y tI. •:
•
•
I YOUR NAMENDT - N .._� '$ K2 Mg ' s .: . .� = NESE ;.:FeaeMD
REFER;
SAMPLE CROP, -- - YIELD: - - ' M£. [GYPSUM fl.EMBr,� • : ' O SEC7TOi
‘.0 I NUMBER - - • 7NVsw Towwa •�.SURt9 rnlWia f.:-.s- POTASH wG .B.,*we :ZINC ' .L I OPPEi CRUI ,,CaetroxaYI
DEUM <avyc
-
ry50 10 120 0 D-C
i. 'FESCUE. .PASTUR 1 03 T 0_ • - '
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03 11
W I
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a i
•
! • i
—�-1 -1 T ( 30 0 c0) PE-R-; �EA��; DELI IS PA^� C �e:iN.
•
REMARKS: - - - - --- .
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t EASTERN AGRICULTUFtAL LABORATORIES.INC.
J eiq
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ed
a
•
LeLelecurnrneiidatioivs are based on research data and experience,but NO GUARANTEE or WARRANTY. - BY
ex�•es sed or impr<od,concerning crop pedorrnance is made." C. N O R M A N 3 TV t S
Le_ �.MoeJ w Al.)....hp..t..w mop a-.Wy,eaD.:It m:/s=
O�repn.wfbrava we.nrsW V,j ad../
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State of North Carolina
Department of" Environment, , _ � `� "'� :,
Health and Natural Resources •
,. Division of Environmental Managementt-A •
.: q►
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary G E R M
( 1 A. Preston Howard, Jr.,_P.E., Director
January 14, 1994. �_V. _. 1 0
0
Ms.Octavia Austin Ji JAN 191994
Burnsville Car Wash'
Route 1,Box 1164 ti' TER gLIALlTY SECTIONBurnsville,North Carolina 28714 -ASHEVILLE REGIONAL OFFICE
Subject: Permit No.WQ0002025
Burnsville Car Wash
Wastewater Lagoon Treatment and
Spray Irrigation
Yancey County .
Dear Ms.Austin: .
,
In accordance with your permit renewal application received November 30, 1993, we are
forwarding herewith Permit No. WQ0002025 dated January 14, 1994, to Ms. Octavia Austin-for.the..
continued operation of the subject wastewater treatment and spray irrigation disposal system. -
`This permit shall be effective from the date of issuance until December 31, 1998, and shall be
subject to the conditions and limitations as specified therein. Please pay particular attention to the
monitoring requirements in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.Issuance of this
\ permit hereby voids Permit No.WQ0002025 issued September 5, 1989.
If any parts,requirements,or limitations contained in this permit are unacceptable to you,you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh,NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter,please contact Mr.John Seymour at 919/
733-5083. .
Sincerely,
I. Li (KIS, A
1 4
A. Prest%n Howard, Jr., P.E.
cc: Yancey County Health Department
Asheville Regional Office,Water Quality ,. '
4 � he Re 'onalzOffize tGround aterr
Group Niei-Section,Jack Floyd .
Training and Certification Unit '
Facilities Assessment Unit .
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143,General Statutes of North Carolina
as amended, and other applicable Laws,Rules,and Regulations '
PERMISSION IS HEREBY GRANTED TO
Burnsville Car Wash
Yancey County
FOR THE '
continued operation of a 1,000 GPD wastewater treatment facility consisting of a 30,000 gallon holding
pond, a 3-inch discharge 5 HP pump, a 2-inch discharge 3 HP pump,portable irrigation piping and spray
apparatus, and approximately one acre of irrigation field with enclosed berm, and all associated piping,
valves, controls, and appurtenances to serve the four wash bays of the Burnsville Car Wash with no
discharge of wastes to the surface waters,pursuant to the application received November 30, 1993,and in
conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment,Health and Natural Resources and considered a part of this
permit. -
This permit shall be effective from the date of issuance until December 31, 1998, and shall be
subject to the following specified conditions and limitations: -
I. PERFORMANCE STANDARDS
1. The spray irrigation facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters
which will render them unsatisfactory for normal use. In the event that the facilities fail to
perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately absorb the wastewater,the Permittee shall take such immediate
corrective action to correct the problem, including actions as may be required by the
Division of Environmental Management.
2. . The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
3. ' The sludge generated from these treatment facilities must be disposed of in accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
Environmental Management. = '
4. Diversion or bypassing of the untreated wastewater 'from'the treatment facilities is
prohibited.
1

f
5. The following buffers shaW-be maintained: -
a) 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
"e) 50 feet between wetted area and public right of ways,
f) 10afeet between wastewater treatment units and wells,
g) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for
this waste treatment and disposal system. These buffers are not intended to prohibit or
prevent modifications,which are required by the Division,to improve performance of the
existing treatment facility. These buffers do, however, apply to modifications of the
treatment and disposal facilities which are for the purpose of increasing the flow that is
tributary to the facility. These buffers do apply to any expansion or modification of the
• spray irrigation areas and apply in instances in which the sale of property would cause any
of the buffers now complied with, for the treatment and disposal facilities, to be violated.
The applicant is advised that any modifications to the existing facilities will require a permit
modification.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge(ORC)of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A,Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202.
• 3. A suitable vegetative cover of the wastewater irrigation field shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.
5., Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non-discharge system to
• prevent the discharge of any wastewater resulting from the operation of this facility.
7. The average annual weekly application rate shall not exceed 1.0 inches per acre at a daily
application rate not to exceed 0.25 inches per acre.
8. No type of wastewater other than that from Burnsville Car Wash's wash bays shall be
sprayed onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
2

•
10. Public access to the land application sits shall be controlled during active site use. Such
controls may include the posting of"signs showing the activities being conducted at each
site.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses)
deemed necessary by the Division of Environmental Management to insure surface and
ground water protection will be established and an acceptable sampling reporting schedule
shall be followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to the following
information:
a) date of irrigation,
b) volume of wastewater irrigated,
c) field irrigated,
d) length of time field is irrigated,
e) continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for
each field,
0weather conditions,and
g) maintenance of cover crops..
3. Three copies of all operation and disposal records (as specified in condition III 2), any
required effluent monitoring data and any other data as may be required shall be submitted
on or before the last day of the following month to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
4. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office,telephone no.704/
251-6208 as soon as possible, but in no case more than 24 hours or on the next working
day following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such
as the dumping of the contents of a sludge digester, the known passage of a slug of
hazardous substance through the facility; or any other unusual circumstances.
a .
b. Any process unit failure, due to known or unknown reasons,that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures
of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-
pass directly to receiving waters without treatment of all or any portion of the
influent to such station or facility.
d. Any time that self-monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
-3

Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the-occurrence. This report must outline
the actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
1. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three(3)feet below land surface.
2. - . Oil drained from engine crankcases or degreasing solvents wastes shall not be discharged
into the disposal system.,
3. : Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
1. Adequate inspection, maintenance,-and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities
to prevent malfunctions and deterioration,operator errors and discharges which may cause.
or lead to the release of wastes to the environment,a threat to human health, or a nuisance.
The Permittee shall keep an inspection log or summary including at least the date and time
of inspection, observations made, and any maintenance, repairs, or corrective actions
taken by the Permittee: This log of inspections shall be maintained by the Permittee for a
period of three years from the date of the inspection and shall be made available upon
request to the Division of Environmental Management or other permitting authority.,
3. Any duly authorized officer,employee,or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site and facility,at any reasonable time for the
purpose of determining compliance with this permit; may inspect or copy any records that
must be kept under the terms and conditions of this permit; or may obtain samples of
groundwater, surface water,or leachate.
VI. GENERAL CONDITIONS -
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans, specifications, and other supporting data:
a
2. This permit is effective only with respect to the nature and volume of f wastes described in
the application and other supporting data
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will-be considered on its merits and may or may
not be approved.

•
4.• Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
5. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules,regulations, or ordinances which may be imposed by other government
agencies (local, state,and federal)which have jurisdiction.
6. A set of approved plans and.specifications for the subject project must be retained by the
Permittee for the life of the project,if available at this time.
•
7. The annual administering and compliance fee must be paid by the Permittee-within thirty
days after being billed by the Division. Failure to pay the fee accordingly may cause the
Division to initiate action to revoke this permit as specified by 15 NCAC 2H.0205 (c)(4).
8. The Permittee,at least six(6)months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein,and if warranted,will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
9. The subject wastewater treatment and disposal facilities shall be connected to an operational
publicly owned wastewater collection system within 180 days of its availability to the
subject facilities, if the subject wastewater.treatment or disposal•facilities are in
noncompliance with the terms and conditions of this non-discharge permit or the governing
statutes or regulations. Prior to the initiation of these connection activities, appropriate ,
approval must be received from this Division.-
10. Issuance of this permit hereby voids Permit No.WQ0002025 issued September 5, 1989.
Permit issued this the 14th day of January, 1994
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION -
A. Preston Howard, Jr., P1LE., Director 1 -
Division ooEnvironmental Management
By Authority of the Environmental Management Commission ,
Permit Number WQ0002025
5

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]7500omE , . •n,..

• DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
April 4, 1984
•
MEMORANDUM
TO: Arthur Mouberry, Head
Groundwater Operations Branch
THROUGH: Roy, M. Davis , Regional Supervisor RThY
Division of Environmental Management
FROM: Don Link, Regional Hydrologist
Groundwater Section•
SUBJECT: Burnsville Car Wash
Charles Austin-
APN 003628
Yancey County, North Carolina
I initially reviewed the application on June 9, 1978, and at that
time, I did not feel that any groundwater monitoring was necessary. It
is still my opinion that no groundwater monitoring is necessary at this
time for permit renewal .
DL/ar
Attachments
cc: ‘ Parker

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GR'OUND1'JATER POLLUTI QN SOURCE E"VA� LU -AT •
•
ON
• RANKING CRI TERI. A
F.
1 ' THREAT TO GROUNDWATER 3 THREAT TO PEOPLE OR ECONOMY THREAT OF POLLISTAfI'iS
Probability of Groundwater Violations How Hazardous to Health/Economy 2 How Toxic are Pollutants (use Sax)
3 Violations documented or highly,probable 3 People or business advised of contamination 3 High value
•
07 Default 2 Default . 2 hod value
1 Violations unlikely ll No expected impacts on people or business 6) Low or. None value ,
•
Extent of Groundwater Contamination Number of People at Risk Quantity of .Pollutants in Ground
3 Mappable, migrating plume 3 4 or more family units, or $1O,OOO loss 3 Reportable quantity of hazardous macer�ial
(CERCLA def.) or quantity of real rnn'ern • '
'2 Default 2 Default (V Default
D. Insignificant contamination expected 1 No people or other interests at risk l Not of concern to regional office
Seriousness of Groundwater Threat Seriousness of People Threat Seriousness of Pollutant Threat
3 One of most serious in DEM region . 3 Strong DEM concern over threat to people :3 One of most 'serious in DEM region
2 Default , • O Default 2=- Default
V . Not considered a serious problem ' ' I No threat to •people or economy - 0 Not a serious threat '
9 FEASIBILITY FOR TAKING ACTION Cal FEASIBILITY OF RECLASSIFYING GROUNDWATERti:; _ RANK :SCORE: /7
Feasibility for Remedial Action Need to Reclassify Groundwater , .
3 Remedial action both feasible and desirable 3 Groundwater should he relassified RS or Gt `Source Name: clN ;[Ji//L° r jr
2 Default 2 Default ' /14,3A ^— ,
0 No remedial action recommended 1 No reclass, nor remedial action recommended Control Number:
.
Desirability of Remedial Action Desirability of Reclassification , , '
3 One of top regional office priorities 3 One of top reclassification priorities County: �6•1/1/ 'Jl,.y /___ _
2 Default 2 Default Ranker: r%c./I ,eec_/,1 7
---- 1 Not a priority incident 6> Not a priority incident Date: l/d14/_ _�_ _ —
,i

tNVIHUNMtN I1kL
`�-"o-•, MANAGEMENT
. - n_ . . North Carolina Department of Natural
. Robert F.Helms
�,,. �► Resources &Communrty Development Director
. ,. � � : ,.
James B.Hunt,Jr.,Governor James A.Summers,Secretary Telephone [phone]
--- = July 20, 1984 RECEIVED
Water Quality Division
JUL 26 1984
Mr. Charles Austin, Owner •
Burnsville Car Wash Western Regional Office '
Route 3, Box 306 - Asheville, North Carolina '
Burnsville, North Carolina 28714 - - .
SUBJECT: Permit No. 4834R --
Burnsville Car Wash .
Wastewater Spray Irrigation System .
Yancey County
Dear Mr. Austin:
In accordance with your request for renewal received February 28, 1984,
we are forwarding herewith Permit No. 4834R, dated July 20, 1984, to you for
the continued operation of 1,000 GPD wastewater treatment facilities consisting •
of a 30, 000 gallon holding pond with 2-feet of freeboard, 3-inch discharge
5 HP pump, 2-inch discharge 3 HP backup pump, portable irrigation piping, -and
approximately 1 acre of irrigation field' with enclosing berm to serve Burnsville '
• Car Wash, so that there is not any discharge to the surface waters of the State. .
This is a Class I Wastewater Treatment Facility which requires the responsible
operator in charge to hold a valid Grade I Certificate.
This permit shall be effective from the date of its issuance until August •
31, 1989, shall void Permit No. 4834,. dated June 14, 1978, and shall be subject
to the conditions and limitations as specified therein.
' If you have any questions or need any additional information concerning
this matter, please contact Mr. A. R. Hagstrom, telephone No. 919/733-5083,
ext. 103.
Sincerely yours,
Original Signed By
A. PRESTON HOWARO. ,
For •
Robert F. Helms
cc: Yancey County Health Department
Mr. Forrest R. Westall /
Asheville Regional Supervisor
ARH/cgc .
•
P.O.Box 27687 Raleigh,N.C.27611-7687
f (i2�t� An Equal Opportunity Affirmative Action Employer -
If r 'l:
.'

f NORTH CAR.LINA
ENVIRONMENTAL MANAGEMENT COMMISSION
RECEIVED
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT_
ater Quality Division
RALEIGH
JUL 26 1984
PERMIT
Western Regional Office
For the Discharge of Sewage, Industrial Wastes, or other Wa�[s�gville, North Carolina
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable -Laws, Rules, and
Regulations
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PERMISSION IS HEREBY GRANTED TO
Burnsville Car Wash
Wastewater Spray Irrigation System
Yancey County
FOR THE
construction and operation of 1,000 GPD wastewater treatment facilities consisting
of a 30,000 gallon holding pond with 2-feet of freeboard, 3-inch discharge 5 HP
pump, 2-inch discharge 3 HP backup pump, portable irrigation piping, and approximately
1 acre of irrigation field with enclosing berm to serve Burnsville Car Wash, so
that there is not any discharge to the surface waters of this State,
pursuant to the request for renewal Feoruary 28, 1984, and in conformity with the
project plans, specifications, and other supporting data, 'subsequently filed and
approved by the Department of Natural Resources and Community Development and
considered a part of this permit.
This Permit shall be effective from the date of issuance until August 31, 1989,
shall void Permit No. 4934 dated June 14, 1978, and shall be subject to the following
specified conditions and limitations:
1. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
2. The facilities shall be properly maintained and operated at all times.
3. This permit is not transferable.
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4. This permit shall become voidable in the event of failure of the soil to
adequately absorb the wastes, and may be rescinded unless the facilities are
installed, maintained and operated in a manner which will protect the assigned
water quality standards of the surface waters and ground waters.

ermii No. 4834R
Page Two
5. In event the facilities fail to perform satisfactorily including the creation
of nuisance conditions, the Permittee shall take such immediate corrective
action as may be required by this Division, including the construction of
additional or replacement wastewater treatment or disposal facilities.
6. Any monitoring deemed necessary by the Division of Environmental Management
to insure surface and ground water protection will,be established and an
acceptable sampling reporting schedule shall be followed.
7. The wastewater treatment shall be effectively maintained and operated at all
times so that there is no discharge to the surface waters, nor any contamination
of ground waters which will render them unsatisfactory for normal use. In
event the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, or failure of the irrigation area to adequately absorb
the wastewater, the Permittee, shall take such immediate corrective action
as may be required by the Division of Environmental Management.
8. A suitable year round vegetative cover shall be maintained.
9. There shall be no spray irrigation when the ground is frozen or the wind exceeds
15 mph.
10. Soil tests shall be taken on an annual basis and remedial action taken in accordance
with the results of the soil tests if needed.
11. Dikes shall be constructed so as to prevent surface water runoff from the spray
field.
12. Diversion or bypassing of the untreated wastewater from the treatment facility
is prohibited.
13. The Permittee, at least six (6) months prior to the expiration of this Permit,
shall request its extension. Upon receipt of the request, the Commission will
review the adequacy of the facilities described therein, and if indicated,
will extend the Permit for such period of time and under such conditions and
limitations as it may deem appropriate.
14. The application rates shall not exceed It inch/acre/day with a total accumulation
not to exceed 1 inch/acre/week.
15. The sludge generated from these treatment facilities must be disposed of in
accordance with General Statutes 143-215.1 and in a manner approvable by the
North Carolina Division of Environmental Management.
16. The Permittee shall employ a certified wastewater treatment plant operator
in responsible charge of the wastewater treatment facilities. Such operator
must hold a certificate of the grade at least equivalent to the classification
assigned to the wastewater treatment facilities by the Certification Commission.

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`.Permit No. 4834R
Page Three
17. Freeboard in- the storage lagoon shall 'not be less than two (2) feet at any
time.
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18. The issuance of this permit shall not relieve Burnsville Car Wash of the
responsibility for damages to surface'or ground waters resulting from the
operation of this facility.
19. The facilities shall be effectively maintained and operated as a non-discharge
system to prevent the discharge of any wastewater into the surface waters
of the State.
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20. No type of wastewater other than that from Burnsville Car Wash shall be
sprayed onto the irrigation area.
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21. No traffic or equipment shall be allowed on the disposal area except while
installation occurs or while normal maintenance is being performed.
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22. Monitoring wells shall be constructed and sampling schedules arranged as
required by the Division of Environmental Management and constructed in
accordance with - 10 NCAC 2C 0.0100. •
Permit issued this the 20th day of July, 1984.
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NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C7'iginal S rigid By
A. PRESTON HOWARD, JR.
• For •
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. 4834R

Y
ASheV%/e,1)? 83D OF ENVIRONMINTAL_MANAGEMENT
°r1h Tice June 14, 1978
C�r0/q-
M . Charles Austin, Owner
Burnsville Car Wash
Route 3 - Box 306
Burnsville, North Carolina 28714
SUBJECT: Permit No. 4834
Burnsville Car Wash
Wastewater Spray Irrigation System
(Yancey County
Dear Mr. Austin: _
In accordance with your application received April 27, 1978, we are forwarding
herewith Permit No. 4834, dated June 14, 1978, to you for the construction and opera-
tion of 1,000 GPD wastewater treatment facilities consisting of a 30,000 gallon hold-
ing pond with 2-feet of freeboard, 3-inch discharge 5 HP pump, 2-inch discharge 3 HP
backup pump, portable irrigation piping, and approximately.1 acre of irrigation field
with enclosing berm to serve -Burnsville Car Wash, so that there is not any discharge
to the surface waters of this State.
This is a Class I Wastewater Treatment Facility which requires the responsible
operator in charge to hold a valid Grade I Certificate.
This permit shall be effective from the date of its issuance until June 30,
1983, and shall be subject to the conditions and limitations as specified therein.
Also, enclosed is a copy of WPC Form #50 "Cost of Wastewater Treatment Works."
This form is to be completed and returned to this office within thirty (30) days
after the project is completed.
One (1) set of approved plans and specifications is being forwarded to you.
O cgre13?rTon s,
A. p cRORIE
A. F. NcRorie
Director -
Enclosures -
cc: Yancey County Health Department
Lyda Associates
✓Mr.. Roy Davis
Mr. W. S. Hoffman
Planning and Management Section

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NORTH CAROLING • - 2
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. ENVIRONMENTAL MANAGEMENT cciiiiISSiorg 2) . .
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DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT • .
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nsiliGaebOtdahTeewith the4i8vir`SiOi'iS iiiTiirte ''ii. Weaiiipter 143, General Statutes
of North,Carolina as„amendest,-an&othert applicable?Laws .i.Rules,•And ake,gulations. -,-1,,,.. • .
v.,1
• PERMISSION IS HEREBY GRANTED TO
:,:*1;11-.g .. 7-!:•Al,t,J..;. ...i. - .-..-_ -:_- 1. h3,- ao r.,s1 ,c, z; 11:_t'fzi,L. 9. -,,--..:: :: 1-1..mcf-: in7an --,;,.1:-:i.,-., •
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.:..Z litiptewater Spray Irrigation Systen J r,,
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*:1:42r,1:7,: t --f•. ..v e.:Zn7,2.:z t,:. ccIA- E,9,,RAIIEdi.s.- i-5 pf ii4,7,:j.L 12-1-„:47.- kx. Ii!:',1) rive-.74- % •consiiiticilialine4iirationiAl.;000TrO Wastiikatet-treatmat fiEilities consisting of a'.
30,000 ga19414392413181Por.dewitheetcofdreeboardize34.1xichtdisehargel-5,11P parap;v24.inch . ,.
disolvr-1: :. 3,-APbacleup pyimpii .tablefirrigaticna.ldpilig;Jandcapproximatalyza_acre6ofairri.‘ . •••
gationAield with,ienclosingibermutin servel:Rurnsvilleitar tWastrecannthat theretts notcany-',. •••:-- ;
. disqbarggkiWthe• ourface 3raters othing3tateiensl, Ims i,-:- .....rc.,:,: e.z...vL,-..;-1,.., •,
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V4.D vv-fdclr . '7''z• 4-!-',:cit rd."-''' te,4:1 zn-,at'a .clir Ix i'.f.ila plvatio31. f.IS t1-41:4,
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purguarit'btof-theilaPPIiCiition-'redii4eerit of L.1.2,,G1 s'-`errict-19_2.2... V•Irl°aild'-flifirdiiiifofini.ty With' "'-'e",'' .
the cproject gilaiirs;. SpeakiCati&iiVitid- e ,supportingtate-,-- s sequently- 1.-led :. : -•-• • .- •
and 4/5providA5k-ttlieDePi-ftmalit oT4litfiral Itigdilfde-Sv3and,iCcliliiiiiiiiitY'DeVeloPifeliCarid‘-'7-''.1. - '.••
c'paYer (; ; part Pf.attliq '::•-.,,r- -5..-a...:-7••tp.ift. Pluatt:..Vkl-P:i::\ I'e•:•-1-,,'-:-.7.70,n '',..,'',,',: '::1--1-,,t :Lri'-'1- 1.
rrc .,7,T11, ,1 ,-; 7ad16 (Y1-a4t,.) 7 Cc•::,--,:i-Fvgn , •
ThiiPermit shall be effective from the date of issuance until ,
19 '-•'-;- alidifiaIV:he' SUb'e..ite:thbe -SiYeCiffea .bonditlaiier-iiiicVaiiitiabiis i::••'r-'--'7;
......d.1.1,..., . , . ., .3 C
' 1111t2..1 ... ..', 1.7- -.111,- ,1,-- J-i. i. ::cLt:::uir:.:.4 by --.
le 41tifilmitaitc-ifsliall become voidable unless the facilities are constructed in accordance •
with.Ahe Appmetdop4ns 92:..epaiefikfigqpipnk.And other supporting data.
2. This permit is effective only with respect to•the nature and volume of wastes -described .
in thaapplkcAtionisqdtother supporting data..i ce juyF , :one. . , • .
3.• The facilities shall be effectiyiely, maiqained„..and oper4ted441_04e,s so that
. there is no discharge to thel:70fitirie'e-Waterr4:ifee4iii‘r'doiiiiiiiiiiation'efj'iliebund waters , .
Which will render them unsatisfactory for:,:ekoreadl use. In event, the facilities fail to
perform satisfactorily, including-ifusied-Wnditifing-fiLithi- irrigation area
to adequately absorb the vrastewater, tthe.aewne.rAshallki.A!us:h:AmmgAiat.fa corrective action
as may be required by this office. ?•:r 4•,u6:;,.zy‘v,..:5 e:-.20' thtl.,. :';,1,“".11,:e.t.trr-7 ,I.'„)f '171,1,7, . .
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4. In the event the irrigatinca'46-isiltiiM: Ciiiiiiii" fticiiiliiiiiiiiNiii''taiiiii"
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. problems, the owner shall discontinue car wash operations, which discharge to these
facilitiesonsitathe....system can be restored to proper operation. •
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Burnsville Car Wash
. Wastewater Spray Irrigation System
- Yancey County . . .
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,,e5. There shall be no spray irrigation When- the-ground is ,frosewor the-wind • • .
S.s exceeds 15 mph. .
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,6. Soil tests shall be taken on an annual basis and remedial action taken in .
accordance with the results of the soil tests if needed.
-7. A-maxim= spry application rate of heinch/acreiday with a total accumulation
- - of 1-incheper week shall not be exceeded.B. Dikes shall be constructed so as to -prevent surface water runoff from washing
nutrients from the spray field into the surface waters as required by the Division
of Environmental Management.
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9. Solide, sludges, or other pollutants removed or resulting from the wastewater
treatment process shall be contained and disposed of in such a manner as to prevent •
any contamination of the surface or ground waters of the State.
10. Nothing in this permit shall be deemed to preclude the institution of any legal
action nor relieve the permittee from any responsibilities, liabilities, or penelties--
- to which the permittee is or may be subject to -under the provisions of North Carolina.
- General Statutes 143-215, or -under any Federal, State or local law or regulation. 1.
11. The Owner, at least six (6) months prior to the expiration of this permit, shall .
request its extension. Upon receipt of the request, the Commission will review the
adequacy of the facilities described therein, and ifindicatedawill extend the permit
for such period of time and under such conditions and limitations as deemed proper.
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,42. This is a Class I Wastewater Treatment Plant which requires that the operator
in responsible charge hold a valid Grade I Certificate.
„13. Monitoring facilities shall be constructed sad a groundwater monitoring program
shall be established as required by the Division of Environmental Management Water
Quality Section. . •
14. This permit is not transferable. •
Permit issued this the 14TH day of JUNE , 1978.
NORTH CAROLWEVTARNREMAL MANAGEMENT =MISSION
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rIt',...313dieE.ORIE
By . .
. A. F. MeRorie, Director '
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• Division of Environmental Management
. By Authority of the Secretary of the
- Department of Natural Resources and Community Development
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PERMIT NO. 4834 .
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State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor Ann B. Orr
William W. Cobey, Jr., Secretary Regional Manager
DIVISION OF. ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
August 16, 1989 •
MEMORANDUM
0 0
TO: Carolyn McCaskill
Permits and Engineering Section
THROUGH: Forrest R. Wes al�
Water Quality Re•T..r .r • Supervisor
FROM: Michael R. Parker itlfc
Environmental Specialist
SUBJECT: Staff Report and Recommentations
Burnsville Car Wash
Permit No. WQ0002025
Yancey County
Mr. Charlie Austin has requested renewal of State Permit No.
WQ0002025 for the continued operation of his four bay wand type car
wash. The discharge is to ' a holding pond from which theeleaches into
the ground. When necessary the wastewater is pumped from the °pond
onto a one acre irrigation field for disposal.
Recent inspections have found the pond to be overflowing or
leaking onto adjacent property but this problem has been corrected by
.Mr. Austin and the pond pumped for maintenace. The facility now.
appears to be operating properly with no discharge to surface waters.
The nearest' residence is approximately 200 feet northwest of the
car wash and no odor problems have been received or detected.
After complying with Groundwater Section requirements, it is
recommended that the permit be reissued.
Cc: kpOn/ .e,A/k,
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 •Telephone [phone]
An Equal Opportunity Affirmative'Action Employer

. , - . ,9014ceci . 4mm/3 .
Control NumbeYi - - - County Number
- GROUNDWATER POLLUTION SOURCE INVENTORY
Source Name /� / `/ OWNERSHIP 4
l. slid ncu/�//f� CLIP 1454 - . 1 'Private
Source Address - -
lets. /� 2 Municipal
(1.`J 3 County
City _ - - -- - County Region 4 State -
rDdrAS,adie- 4,7ce /7!1 D 5 Federal
Owner/Operator (�
6 Military
(4aW/5 Alisgn .
7i' Quad Name TtipTe Sources at Site itoun1y Source Vs
YES
E_ -
POTENTIAL SOURCE OF GROUNDWATER POLLUTION
LOCATION OPERATION TYPE - TYPE OF WASTE DISPOSAL FACILITY OTHER SOURCE
1 Facility 1 • Municipal - 1 Gasoline/diesel' D Lagoon, etc. 1 Agricultural. Activity •
2 Highway 2 .Industrial 2 Other oil 2 ' Landfill-contro. , 2 Salt water intrusion
3 Railroad 3 Agricultural 3 Solvents 3 Landfill-uncont. - 3 Chemical stock pile
4 Waterway 4 Oil and gas , 4 Corrosives 4 Land.application 4 River infiltration
5 Pipeline 5 Mining . 5 Other chemical 5 Abandoned site 5 Mine drainage
6 Dumpsite 6 Other Source .6 Sewage/septage: 6 Sewer system 6 Intentional dump
7 Other 7 Sludge _ 7 Septic tank 7. Spill
'8 Leachate 8 Injection well 8 Leak--above ground '
9 Other solids 9 - Disposal well 9 Leak--underground
O In use 10 Gas WASTE:
STATUS OF SOURCE: 2 Inactive 11 Pest/herbicides /l
3 Other l2. Fertilizers 3D ADD G1iv c4� �Q��D�I`
' POLLUTION STATUS,AND CROSS-REFERENCES
GROUNDWATER POLLUTION - FACILITY PERMITTED: Yes No
1 Confirmed 1 Rank 1 NPDES 6 " Mining
© Potential . 2 Tabulate ' No: ' " . - . No: •
MONITORING WELLS 2 DEM.Nondischarge 7 Hazardous Waste "(RCRA)
No: No: -
D No monitoring _ • ,-
2 State has- data . 3 Well Construction - ' 8 Solid Waste (Landfill)
3 Data at facility No.: _ . No:
4 Status unknown '
4 Capacity Use 9 " Oil Terminal Registration .
DATABASE CROSS-REFERENCE . No: No:
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1. -ERRIS. (CERCLA) list 5 UIC - - 0 Air Quality
ID: No:.
No.:
2 Surface Impoundment (SIA) .
Comments
ID; - -
3 GW Pollution. Source Inv. ' • _
Date:
4 Other DEM investigation ' - - _ -
Date: Compiler:- ', -Date:: •
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GROUNDWATER SECTION •
DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
POTENTIAL GROUNDWATER POLLUTION SOURCE SITE DESCRIPTION •
REVIEW BY: jiyay . .. JeCk7 I . DATE: ,s17,4/ / J%7,5 W.D. PERMIT NO. � e/e,
TOWN: igui ISUi��P COUNTY: cq/'Icea
NAME OF FACILITY OR. INSTALLATION: Gifu// ///- Cz:7/" /(/4::5,,
ADDRESS: 316, / ii(/_S////Ip /IL ; 7//' TELEPHONE:. ::
OPERATOR OR CONTACT PERSON: Cfit/e s 4-6/517/1
ADDRESS: tp,„1,2_, .3 ,,34A jinn si//1e ,/G! .e� : 614 TELEPHONE:
LOCATION (SKETCH ON BACK) : //S M- east ,Affzist ie,
QUAD. NO. J iV,e, LAT. 3S CS* 4,4,2 LONG. Kip „5/ ELEV. - 4500
TYPE SOURCE (LANDFILL, LAGOON, ETC.) : ,Sam ,'ftl. -te 9 '&Q /A/�/�.SfF Sbr4lrP,91 Z443 5 7c, >J� A id/ /G�Gi�3l�,t7 / G/!'1/I�l�el�f
`/' J
Wt4M° S//ll%a4 ,TYPE AND QUANTITY OF POLLUTANTS: G/1 h/ ;)c, ICt4°r/k 'il 75 i ' a 'CI' '"
9
DESCRIPTION OF FACILITY OR SITE (SKETCH ON BACK) : _See atE761/nr2"
e /`:�d
HYDROGEOLOGIC CONDITIONS AT SITE: 7,lig �v �o �� �.` �.S 1E c /e
q/'tP.S%bA 67/§1 fr a/ay nf- 1/1P. 7/%I/7!�/7' 5/('�`Y1 /!1
DESCRIPTION OF UNCONSOLIDATED MATERIALS: 311P n,5 a®p /"i�=rrp fa 'S/i

e''2
THICKNESS OF UNCONSOLIDATED MATERIALS (FEET) : 7
TYPE OF, BEDROCK (FRACTURED GRANITE :GNEISS, ETC.) : /Meta/eel 1,67han.4 ,l,:cS
DEPTH TO BEDROCK .(FEET) : . . g%
HYDROGEOLOGIC .UNIT: .. . .4/ P / .iMY Tr a?x 4644 P,a-Ovt
DEPTH TO WATER TABLE (FEET) :
TOPOGRAPHY (PERCENT SLOPE, COPY OF TOPO. , ETC.) : G (2 17, ,5 �'���' . %,-n ,i a#
P r
NEAREST STREAM: n'i C c,)r cie et DISTANCE (FEET) : m ,f 4eo
NEAREST WATER-SUPPLY WELL: LTSVre A DISTANCE (FEET) : �-'44
SUB-BASIN: . AlO/ckue124
J
POLLUTION CONFIRMED BY ANALYSIS: /Lfj DATE: /O " ANALYST: F/,4-
EXPLAIN: . 4// - .
MONITORING FACILITIES INSTALLED: NO. OF WELLS: 1,ki°'
MONITORING WELL QUADRANGLE NO. :
/
SAMPLING SCHEDULE: //// '
SAMPLED BY: 4/1/9-
PARAMETERS: yi .
ANALYSES AND OTHER DATA AVAILABLE: //a/6^ atte7 k 25-:/eS
REMARKS:

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
August 30, 1989
MEMORANDUM
TO: Dale Overcash C E 4 'V
THROUGH: Bob Cheek (2.1(' AUG 21 1989
Groundwater Section
FROM: Bill Reid (init
( Asheville Regional Office
\
\ SUBJECT: CanQRive Car Wash
Renewal of Permit No. 4834R
Yancey County
WQ0002025/GW89254
`.� (Babette McKemie: DEM SERG Review Engineer)
The ,Groundwater Section has reviewed the subject permit
renewal request and has no objection to reissuance of the
permit with the following conditions :
1 . Any groundwater quality monitoring, as deemed
necessary by the Division, shall be provided.
MC/tej
cc: Don Link 4
Central Files
Permit Issuance Files

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State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
William W. Cobey, Jr., Secretary Director
August 7 , 1989
._. --.
Mrs . Charlie W. Austin ,
CE V Et
Route 1 , Box 1164
Burnsville, NC 28714 AUG 18 1989
. Groundwater Section
Dear Mrs . Austin
Asheville Regional Office
SUBJECT: Cane River Car Wash
Renewal of Permit No. 4834R
Yancey County
WQ0002025/GW89254
As part of the Division of Environmental Management ' s comprehen-
sive approach in addressing the impact of waste treatment, storage, or
disposal projects on the environment, your permit application has been
forwarded to us for assessment of the potential impact of the project
on groundwater quality.
Our initial review indicates that the data submitted is not suf-
ficient to make this assessment.
Before your application- can be processed therefore, you' are re-
quested to submit the following information to the Groundwater Sec-
tion. This information should be submitted in full within 60 days of
the date of this letter. Failure to comply may result in the returning
of this application as incomplete .
1 ) Information as to the presence or absence of any wells
located within 500 feet of the waste treatment/disposal
facility . Any such wells should be accurately located on
the site map, and labeled as to their primary usage ( ie.
drinking water, monitoring, etc . ) .
2 ) If available, please provide construction details for the
holding pond. Is the pond lined? If so, please provide
information on the type and thickness of liner material
used.
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P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
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An Equal Opportunity Affirmative Action Employer

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WATE UAL1TrSE DION
•q�
8LIVI
S E
0!Pe:1:g
Non-DtschaMAY .g
March 13,2000
Cavanaugh&Associates, P.A.
306 West Haywood Street
Asheville, North Carolina 28801
ATTENTION: . Mr. Carl McConnell
REFERENCE: SOIL SCIENTIST EVALUATION
Burnsville Car Wash
Burnsville,North Carolina
S&ME, Inc. Project No. 1411-00-025
Dear Mr. McConnell:
In accordance with S&ME Proposal No. ENV-015-00, S&ME, Inc. (S&ME) has conducted a soil
scientist evaluation at the above referenced location to fulfill Item F.2 on Page 5 of 8 of Form DIDS
01/00 which has been included as Attachment I. This information will be used for inclusion in your
client's application to the North Carolina Department of Environment and Natural Resources
(NCDENR). The evaluation was performed on March 1, 2000.
METHODS AND PROCEDURES
The area evaluated was approximately 0.5 acres in size located to the west of the current retention
pond (see Attachment II). The evaluation consisted of two components: 1) hand auger borings to a
depth of 7 feet to characterize soils in the proposed application area 2) estimation of soil hydraulic
conductivity, and 3) collection of a composite surface soil sample to be analyzed for soil fertility
with fertilizer and liming recommendations.
S&ME, Inc. [phone]
3718 Old Battleground Road [phone] fax
Greensboro, North Carolina 27410 [phone] www.smeinc.com

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Soil Scientist Evaluation S&ME Project No. 1411-00-025
Cavanaugh& Associates, P.A. March 13, 2000
FINDINGS AND DISCUSSION
Soil Characterization
A total of four hand auger borings were made in the proposed area to characterize the underlying
soils (see Attachment II). The borings were made to a depth of 7 feet below the land surface and
were terminated in the "C" horizon. A profile description of one representative boring has been
included (see Attachment III). Field observations.confirmed preliminary information available
from the Yancey County Soil Survey that the Dillard soil series was encountered.
The Dillard soil is typically found on Mountain valleys formed from low stream terraces and
colluvial fans throughout the mountainous areas of Georgia, Tennessee, Virginia, South Carolina
and North Carolina. This soil is deep, moderately well drained, and slowly permeable. The soil
does have a seasonal water table that is within 36 inches of the soil's surface. Application should
be not be performed during the wetter periods of the year (December through March) when the
actual water table is within 36 inches of the soil's surface.
Hydraulic Conductivity ,
The hydraulic conductivity for this soil ranges from 0.02 to 0.6 inches per hour (in/hr) in the most
limiting horizon. EPA guidelines recommend that the design drainage rate be a portion (4 to 10
percent) of the minimum soil hydraulic conductivity. This design factor accounts for such site
conditions as slope, depth to seasonal high water table, thickness and texture of the surface horizons
and vegetation. Using a conservation design safety factor of 7 percent was chosen for this site.
Using a conservative value of the hydraulic conductivity found on the site and with the minimum
design safety factor of 7 percent, the minimum drainage rate can be estimated as:
2

Soil Scientist Evaluation S&ME Project No. 1411-00-025
Cavanaugh& Associates, P.A. March 13, 2000
0.02 in/hr X 24 hours/day X 30 days/month X 7%= 1.0 inches/month
A water balance was performed for this soil based on it's drainage, precipitation for the area, and
potential evapotranspiration (combined term for evaporation and plant transpiration) (see
Attachment IV). The water balance yielded a maximum application rate of 12 inches per year.
A weekly. value of 0.3 inches should be used as a maximum application rate during applicable
periods for this site. Based on the exclusion of application during December through March, a
separate application rate for wet and dry months are not necessary. A total of 9 inches of liquid is
viewed as a maximum for total application on the site.
Soil Fertility Sampling
A composite surface soil sample was collected and analyzed for Cation Exchange Capacity and soil
pH (See Attachment V). Soil fertility recommendations indicate no additional lime is needed for
this fescue field. Fertilizer should be applied as recommendations indicate. These
recommendations should promote fescue growth and proper runoff control. The application sites
should be fenced and grazing controlled. -
3

•
Soil Scientist Evaluation S&ME Project No. 1411-00-025
Cavanaugh & Associates, P.A. March 13, 2000
CLOSING
S&ME sincerely appreciates the opportunity to assist Cavanaugh & Associates, P.A. in this
project. If you have any questions or require additional information, please contact us at your
convenience.
Sincerely,
•
S&ME, Inc.
Robert T. Branch,L.S.S.
Soil Scientist
0/ea:, AA-k
Robert P. Willcox, Jr., L.S.S.
Residuals Management Manager
Attachments
4

ATTACHMENT I
PAGE 5 of 8 FORM DIDS O1/00

33/09/2000 17:28 4 _ s PAGE. 06
/.., /
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER QUALITY
/ .
UNLESS ALL OF THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL:
A. One original and four copies of the completed and appropriately executed application form.
B. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
C. Five (5) sets of detailed plans and specifications signed and sealed by a North Carolina .
Professional Engineer. The plans must include a general location map, a topographic map, a site
map which indicates where borings or hand auger samples were taken, a map showing the land
application site, buffers, structures, and property lines; along with all wells, surface waters (100-
year:flood elevation), and surface drainage features within 500 feet of the land application site.
• Each sheet of the plans and the first page of the specifications must be signed and sealed.
D. . Five (5) copies of all reports, evaluations agreements, supporting calculations, etc. must be
submitted as a part of the supporting documents which are signed and sealed by the NC
Professional Engineer. Although certain portions of this required submittal must be developed by
- '• other professionals, inclusion of these materials under the signature and seal of a NC Professional
Engineer signifies that he has reviewed this material and has judged it to be consistent with his
proposed design. •
- E Five (5) copies of the existing permit if a renewal or modification.
F. For Distribution/Infiltration Disposal Systems: .
1 A water balance analysis showing annual amount of wastewater that will need to be applied and
the amount of land necessary to receive the wastewater at the given loading rate. Storage
• requirements must be addressed and supporting calculations provided.
2 A soils scientist report (signed) which includes texture, color, and structure of soils down to a depth
of seven feet, depth, thickness and type.of any restrictive horizons, hydraulic conductivity in the
most restrictive horizon, Cation Exchange Capacity (CEC), depth of seasonal high water table, soil
pH, and soils map (if available).
' 3 For systems treating industrial waste or any system with a design flow greater than 25,000 GPO a
Hydro Geologic Report providing the extent and lithologic character of the unconfined aquifer,
transmissivity and specific yield of the unconfined aquifer, thickness and permeability of the first
confining bed, groundwater quality and direction of movement, and an evaluation of impacts of the
. •disposal system on water levels, movement and quality,
' 4 An agronomist report (signed)which states the type of vegetation that is planned for the
distribution/infiltration disposal system field(s), along with management and harvest schedules.
5 - Proposal for groundwater monitoring.
6 An.analysis of the wastewater, including heavy metals, total and synthetic organics, along with
calculations for the most limiting constituents.
Form: DIDS 01/00 • page 5 of 8

ATTACHMENT II
BORING LOCATION MAP

•
• Old Highway 19
) 1 , .
•
4 Bay
N
A,/-- Car Wash
1 ,
2 i 6'Drain �� ® HA 2 fii'
/
1 Pipe Pond
Room k
30,000 GAL
� - J
4
® HA-1 ® HA-4
Easting1 lApproximate , ,
Fence ,
Legend
0
Appr� � SCALE: Not l ro Scale Burnsville Car Wash FIGURE NO
l0 CHECKED BY:
fn
Of Soil Borings DRAWN BY: MW �_' VIE Hand Auger Boring Location Plan 1
DATE: 03113100 ENGINEERIN TALSERVICE3 JOB NO. 1411.00-025
UJI l.7lW ENGINEERING T[STING

TABLE 1
S&ME,INC.
SOIL PROFILE DESCRIPTION
•
Client: Cavanaugh& Associates, P.A. Date: 03/01/00
Project Name: Burnsville Car Wash Project #: 1411-00-025
County: Yancey State: N.C.
Location: Burnsville Car Wash Boring: 1
Soil Series: Dillard Variant
Apparent Water Table: 52 inches Seasonal High Water Table: 18 inches Slope: 2-4 percent
Vegetation: Fescue
Boring terminated at 84 Inches
•
Horizon Depth Matrix Mottles Textur Structure Consistence Boundary
Ap 0-8" 10 YR 3/2 --- sil lmgr mvfr a
BE 8-18" 10 YR 5/4 --- sil lmgr mvfr cs
Bt1 18-23" 10 YR 5/6 10 YR 6/2 corn cl 2msbk mfr gs
Bt2 23-42" 10 YR 6/6 10 YR 6/2 corn cl 2msbk mfr gw
2Bt 42-52" 7.5 YR 5/8 10 YR 6/2 man c 2msbk fi gs
2Cg 52-84" 10 YR 7/1 10 YR 5/6 corn c
COMMENTS: LEGEND:
18" -seasonal water table sil - silt loam
42" - sticky plastic clay • cl - clay loam
52" - actual water table c- clay
lmgr-weak medium granular
2msbk- moderate medium subangular blocky
mvfr-moist very friable
mfr-moist friable
fi - firm
a- abrupt
cs - clear smooth
gs - gradual smooth
gw- gradual wavy
corn- common mottles
man - many mottles
DESCRIBED BY: Robert T. Branch, L.S.S., No. 1180 DATE: 3/1/00

ATTACHMENT IV
SOIL WATER BALANCE

N 4
_t>c:rT NJMaE:• A & L EASTERN AGRICULTURAL LABORATORIES, INC. ;
__ 7621 Whitepine Road • Richmond, Vircini D237• [phone]
N. R'}`' b Fax No. (804) 271-6
`i
m ACCT # 45470
tm01 SEND GROWER: SAMPLES
TO: P011921B J©BU 411-00-025SM1HED BOB BRANCH I.
A1'TN: RICK BAKER
m PALE AUSTEN BY:
TTN
m 3718 OLD BATTLEGROUND RD
z GREENSBORO NC 27410-2314 ,s
03/1012000 1 tta T"E PAGE SOIL FERTILITY RECOMMENDL IONS (IbsJA)
"• .' . AMENDMENTS - • "N... . ._• • K20.••. Mg. S . .7n . :Mn -Fe" -co`, B' =Mo' REFER]
CYOUR • • . . sEc,rol
CROP. •, YIELD LIME. �YPyUTA EI EA1U TJ L rNO1CATl
SAMPLE . : ! td1TT -�- . .POTASH tus•• SULFUR ZINC AANGA .E1ON OOPPEIT t3CROP1 dtoava
NUMBER
• - 70N • {TONS!A .SUIS/A • • GEN ". e- E " NESLIAl. - '- -- • NE'" . DENUM. (O 4 81,. i
4.0-Kr .• NUMBER f : .. - • �
4 .
N .
•
1 'FESCUE. .PASTUR 1 03 T 0. 50 10 120 0 0-G
c
ci ( �.
I
ci
z •
0 _.
If_
1-{4 1 APPLY t 3-3 0• 601 PER ACRE EACH TINE IICLC IS PAST-Hi-EC ±HON. .
REMARKS:
uT
ai
J
c
a
z
w • "
( - - - A&L EASTERN AGRICULTURAL LABORATORIES,INC.
Q
w
t.: recommendations are based on research data and experience,but NO GUARANTEE or WARRANTY, eiq , . i
BY
Fx;;-esserf or implied.concerning crop performance is made." C. N t]R R H 3 N E S
o .
rya veiv,is I thu to S CE S.0 of VV 0A a4.0Allnyrit,o crass C4 cawpanrow.:co eels r le,:is a n♦C.0 MAitY 00 NI"itb.v.CVVJ — .

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DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
1 1,_ 2 i9f39
MEMORANDUM
�: Groundwater.SaGUon
TO• Pori �1 4 k r ¢ Asheville Regional Ofii,:e
- � 9
DATE:. 7/f`/ti
FROM: Bill Reid
SUBJECT: Application for Y Renewa /Amendment of Permit No. 11/t.3Crn
-rmit
• Facility Name Cq Q i oer (-Or 14.4
County • Yancey _
Type of Project : .5P/'a y rre 1;61
Applicable Permit Numbers : WQ poo AO 5 GW 8•7 }.Sy
EPA AC
We have received a copy of the above referenced application,
which was sent to your regional office for comment on or about
..Tuly /7 _, 1989 .
You should review the application package for completeness and
adequacy of relevant information and submit your request for
additional information to me (via telephone or memo) by
rid,/ 3/ , 1989 so that all required information can be
requested from the applicant at one time. A copy of our formal
request to the applicant for additional information will be
provided to you.-
If you do not require additional information from the
applicant 'to complete your evaluation of the project, you should
review the application package and submit your comments to me by
-Gt // 1989 .
If a copy of the application package has not been made
available to your 'office , PLEASE LET ME KNOW IMMEDIATELY so that a
copy can be forwarded to you as soon as possible .
MDC/APPMEMO

1 •
. .• :!'''..
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watilidesarrosuP1*2 6"11 cif . 'Distance In: 62C0+ 11:01-31C0 251-500 : • 101-140 31-(0
4 feet 3100-62:0 601-I003 161-250 61-100 ; •- 0-30
V%Motet table h perrapable bedrock pt.yoke v6:In poody permeable bedrock
pt.value.4 !.
2221 . Point value 0 1 2 3 4 5 6 7 6 9
Estlrnate the depth Meters ' '60+ 30-60 20-29 12-29 _..) 6-7 3+I 16.25 6'1 0 Depth Pt.Value
brow con
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• tow icdoct..-",:-.c.ii':':- --. :"grodbentand away tern_ almost les than les Mari 1. greater 170919! •
. from conkirnkr-''-: : Sas/direction al water iat • 2 percent. •,•.;2 percent A,•Alian 2... •than 21
• . - . - 'are closer ' Viater %%gator ' 'toward toward •
thcri 1000 ouPP./but -KIP* • " "'water victor-- .
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• drection of flow
of flow
.
Zeal . - .
• .
( lmate of
sorption for We • Clay vAlh
no more Sand with Sand with gravel or
wart.disposal site.
than 50% 15-30 IL less than Clem this coarse
C2)A Ra:i-Pock>1i:0
.- Cloy land =Ay 15%clay sand
feet be4,41)--°' Wore than 30 OA CZ 2A 4A 6A SA 9A More than 95
knd ) f
'atrface g
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1 OB IC ID (--") 3E 4G Ef 6E 7F BE OG 9k4 75-94
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M
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Of Vefy
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ZE— •
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Note:If iedroc.k a land surface.use 10.(plus approalate letter)
_
(51oP 4)
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. i .

•
GROUNDWATER SECTION GW #
DIVISION OF ENVIRONMENTAL MANAGEMENT
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BY PI L iE 7 DATE 7- 2-1-`Z1 FIELD INVESTIGATION? (Y/N)
FACILITY NAME CA/Jr Q,JEt2, k\A54.1 COUNTY 11A1.Y y
LOCATION .f7C- frk tz-Hv,v\1-1 IG i•\, , c4-1 nor �� R�<a ratJ (.e), (6i />,Nr� Sty I l 2_(-
TYPE OF DISPOSAL SYSTEM (LAGOON. ETC.) 1-U-/.-pi•J4. f r 17 DESIGN CAP.(GPO) tom
DESCRIPTION OF FACILITY :5Dj x7 /-Po Fv)Uo(Qz- ' � a 3 r�r',��1 AFC �` t-vP Pr., MP1 2 (" ,:e.�A
�3 -k KA Kt Pr.'" F)Y.I4A rV k) t7( f•-) N11> A-ARE I WI( .1 t<p \i\lik1-1 M
SIZE OF IMPOUNDMENT(FT. SQ) &/OR SIZE OF APPLICATION AREA ( A!-ec
WASTE SOURCE Q MUN. SLUDGE MUN. W. WATER : El PRIMARY OSECONDARY 0 TERTIARY
ElIND. SLUDGE ✓IND. W. WATER OTHERS
DISTANCE FROM WASTE"-SOURCE TO NEAREST: STREAM Ir)a FT., WELL FT.
FOR WELL• TYPE OF USE .DEPTH , ,PUMP RATE(EST.)
WHAT DESIGN CONDITIONS WILL REDUCE/INCREASE CHANC!' OF GW CONTAMINATION:
WHAT NATURAL SITE CONDITIONS WILL REDUCE/INCREASE CHANCE OF GW CONTAMINATION: -i' rk;N,F 1
I'.77'�NAI 1k4r4s,
DEPTH TO: BEDROCK Ze, ..FT. ,SEASONAL HIGH W.T. = 2--e7 FT. , ANNUAL W.T. FLUX: FT.
SURFICIAL AQUIFER BEDROCK /ARTESIAN AQUIFER
• GEN. LITHOLOGY
HYD. COND. FT./DAY MEASURED FT./DAY 0 MEASURED
0 ESTIMATED ESTIMATED
THICKNESS FT.
NO. OF MONITOR WELLS: PROPOSED:UP DOWN ; EXISTING : UP DOWN
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION = £ `IZE —
T 1 2 3 4 5 6 6A 68
SITE GRADE (HYDROGEOL.) = 17 SITUATION GRADE = A
PROPOSED SAMPLING SCHEDULE & PARAMETER(S) :
REMARKS/RECOMMEN(DATIONS i-�►�1� Mnnti'roR���- 9EME r� +-� -C"' A�,�
�I )un. c�F f /.3-4 ME_U�At� Iv11�1L1A 1- n� .I(` Tb ���4�FS i(t,4T .�Raunit�\�Ai fZ
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60m,24.1
GW-4R Ravkari aiA7 1-n/n Dcr_innjAI cl IDFDVIcnn

FILE COPY
ASHEVILLE REGIONAL OFFICE
June 19, 2000
MEMORANDUM:
TO: Brian Wootton
THROUGH: Landon l avidsS
FROM: Kay Dechant
SUBJECT: Permit Renewal
Burnsville Car Wash
GW00111 WQ0002025
Yancey County
Renewal of the subject permit is recommended. Attached is the GW-48. Please call me at
[phone] if you have any questions.

6. ^:1.
DIVISION OF WATER QUALITY AUG - 2000•
Groundwater Section
GROUNDWATER SECTION Asheville Rezional Office-----
July 17, 2000
MEMORANDUM
• To: Kim Colson
Water Quality Section
Through: Ted Bush
From: Brian Wootton ,29Xv
7.
Subject: Permit Renewal Request for
Burnsville Car Wash
Wastewater Spray Irrigation System
Permit No. WQ0002525/GW00111
Yancey County
Susan Cauley,Review Engineer
The Groundwater Section has reviewed the subject permit request for the continued
operation and disposal of 1000 GPD of wastewater from the car wash facility via spray irrigation
onto the existing one acre site. Groundwater monitoring is not necessary at this time, since no
water supply wells are located downgradient of the spray disposal area and the site is located
adjacent to a flood plain(which is an area of groundwater discharge).
Based upon the Groundwater Section's review of the subject permit application and
supporting documentation, the Groundwater Section makes the following recommendations.
*1. No crank case oil, antifreeze, solvents, de-greasers, or any hazardous waste shall not be allowed
to enter the disposal system.
2: No land application of waste activities shall be undertaken when the seasonal high water
table water table is less than three (3) feet below land surface.
3. • The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAA 2L, Groundwater Classifications and Standards. The Compliance Boundary
for the disposal system individually permitted prior to December 31, 1983 is established
at either(1) 500 feet from the waste disposal area, or(2) at the property boundary,
whichever is closest to the waste disposal area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation
action in addition to the penalty provisions applicable under General Statute 143-
215.6A(a)(1). 5 "

In accordance with IDA NCAA 2L, a REVIEW BOUNDAR .-is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
4. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided. •
*Denotes different language than the shell document.
cc: "Landon Davidson
Permit Files

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I i

DIVISION OF WATER QUAI1TY
GROUNDWATER SECTION
•
j n 27 20Oa. JUN - 6 2000
•
MEMORANDUM
TO: 1,� -. Qad14 -)
AZ////k Regional Office
FROM: ice-"J h/06/ . r+
SUBJECT: Application for ("‘nit Renewal, Permit Amendment
New Permit Repair/Alteration of Exist Disposal System[DEHJ
COMMENTS:
•
Facility Name: LS&r+/a.57/i7/_ (i,-- %% c'`l
County: c-e
Type of Project: f ,-,y44 1 L�4/ Tis• •
APPLICABLE PERMIT NO.s: WQC7C0,20. C GW 00
DEH A to C
EPA(CONST. GRANTS) UIC
The Groundwater Section has received ONLY ONE(1)copy of the referenced permit application.A copy of the
application should have been sent to your Regional Water Quality Supervisor,so please use that copy for
your review IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE,PLEASE LET ME KNOW.
The Groundwater Section has received ONLY ONE(1)copy of the referenced permit application.A copy of the
application should have been sent to ,DEH's Regional Soil Specialist,so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE,PLEASE
LET ME KNOW.
The Groundwater Section received two(2)copies of the referenced permit application. One copy of the application
documents we received is attached.
Please review the application,paaterials for completeness. If you feel additional information is necessary,please let
me know no later than v Lv+ti e . A copy of any formal request for additional information will be
forwarded to you.
Ifou do not need any additional information to complete your review,please provide your final comments by
L •Y%-f 2 06 . If you request and/or receive additional information,your final comments are due no
later than 14 days after you receive the additional information.
\6-98TRAN.SHL(rev.6/22/98)
j
f
1

1 f - ! _
State_o.f North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECEIVED
Non-Discharge Permit application Form. • WATER QUALITY SECTION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) mu 0 3 20mU
DISTRIBUTION / INFILTRATION DISPOSAL SYSTSischarge Permitting
A. GENERAL INFORMATION
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
DALE AV s rm./
2. Print owners or signing official"s namel1 and title (the person who is legally responsible for the facility
Zand its compliance): 4 Le" Hvs7i,.J
. 3. Mailing address: 0. /3
City: &)%2JOS vi lk State: N L Zip: Z 8 7/44
Telephone number: ( gZ 8 ) 82 — 93ZC>
4. Project name (subdivision, facility, or establishment name-should be consistent with project name on plans,
specifications, letters of flow acceptance, operational agreements, etc.): BU2NSV///e
L.A-IZ C O/4S.'
• 5. Location of Distribution/Infiltration Disposal System:
Street address:
• City: B L ZA)SVi/h 'State: Al Zip: a 87/4 •
• 6. Latitude: 035-"'St '4/b� AY• ( I • ' Longitude: 082 °22'S7.3 8 k' of system
7. Contact person who can answer questions about application:
Name: LAoa&Y .4e-'774>✓c-prig Telephone Number: (8ZB ) ZSS-7.5-06
8. Application date: //l 7/e7r._,
• 9. Fee submitted: $400.c0 [The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5)1.
10. County (ies)where project is located: Y,4N Ge
B. PERMIT INFORMATION:
1. Application number(to be completed by DWQ):
2. Specify whether project is: new; renewal; modification
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the
existing permit number IA/Q0002_4,ZS' and its issue date l989
4. Specify whether the applicant is public or � private.
Form: DIDS 01/00 page 1 of 8

- !; _ i f & -
j C. WASTEWATER INFORMATION: -1
i" 1. Nature of wastewater: % domestic; /00 % commercial; % industrial;
% other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater, such as: school,
subdivision, hospital, commercial, industrial, apartments, etc.: C42 LtiA11 -1
3. If wastewater is NOT domestic in nature, what level of pretreatment has been provided to ensure protection
of the receiving wastewater treatment facility: RJ/A
4. Volume of wastewater generated by this project: /,UC2G, gallons per day
5. Volume of solids (grit, sand, debris, etc.)generated by this project: I I . / DA V
•6. Explanation of how the wastewater and solids volumes were determined: 0eRVip,zao1�1 ,
• 7. Explanation of how and when (frequency) the solids will be properly disposed. A1..71,,,)UitSeL..Y —G
LhtJCJ E-1 LL _
• 8. Brief project description: 3 C7, C)OO 2 ivZ P0R
ff�l CXj Sr/&f 6412_ W145N / 1/A7- !•v/C.C. Ove/ZFGow /,UTTv
At [WE Ac,2E ?A2.CEC". OF 4441D, (S EE Poekv-Sh'Ec7�
D. FACILITY DESIGN CRITERIA
1. Provide a brief listing of the components of this distribution/infiltration disposal system including dimensions
and capacities of tanks/ponds/lagoons, pumping equipment()pumps, pipes, nozzles, etc.) high water alarms,
filters, treatment units, disinfection facilities, etc.: ///i s /Jis7-12-JISV770 cJ Si 'i
/kcJCl._(..) ZfS A 3UC'00 Gf1G ( 'XSO XZ eTENT/Oti POND,
— l —
•
2. Name of closest downslope surface waters: PIZ/GE C,zezie
3. Classification of closet downslope surface waters: C— %72o cJ 7-
as established by the Environmental Management Commission and specified on page 6 of 8 of this package.
4. .If a power failure at the pump station could impact waters classified as WS, SA, B, or SB, describe which of
the measures are bind implemented to prevent such impact, as required in 15A NCAC 2H.0200:
No /k,
Form: DIDS 01/00 page 2 of 8

F
I _ _
5. Specify the loading rate recommendations in inches/hour and inches/week and inches/year as determined by
the soils scientist. All rates must be provided. The Division will consider higher loading rates in the dry
months (June 1 -September 30) depending on the soils scientist recommendations. If only one loading rate
will be proposed, that rate must be the most restrictive loading rate.
Dry months (June 1 -September 30): O. 043 inches per hour; 0.3 inches per week
Wet months (October 1 - May 31): 0. o43 inches per hour; O.3 inches per week
Recommended maximum: 12 /to,/vie_ inches per year
• 6. For industrial wastewater generated by using cleaning solvents for cleaning equipment, engines, etc.,
an analysis of nutrients, heavy metals, total and synthetic organics must be provided along with appropriate
calculations showing the loading rate, based on the most limiting constituent. The chemical analysis must
include, but shall not be limited to: Total Organic Carbon, Biochemical Oxygen Demand, Chemical Oxygen
Demand, Chlorides, Phosphorus, Ammonia, Nitrates, Phenol, Total Trihalomethanes, Toxicity Characteristic
Leaching Procedure Analyses, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
What is the limiting non-hydraulic constituent for this waste? pounds per acre per year of
7. Specify the square footage of the wetted distribution/infiltration area: L}•35-6 O square feet,
and how the cover crop/ receiving site is managed. 2-E c./Evi.✓6 /.S
,a4sS c—ovE2e7) `/El./) GJ/774 ,4. /TGN ,47- THE
2_F5412..oF S/2" Pc, Coj-TchH/k V L TI? AWL O v E/2- 4011.!
• 8. Specify the hydraulic loading rate that will occur on the distribution/infiltration area:
Dry Months (June 1 -September 30): O. 043 inches per hour; 0.3 inches per week
Wet Months (October 1 - May 31): 0. 043 inches per hour; 0.3 inches per week
Maximum Application: 12 /tu/Y inches per year
pounds per acre per year
of: (limiting constituent)
• 9. Is hydraulics the limiting constituent? ✓ Yes; No. Explain:
0.01tN/HR k24XS/DAB k. t (S JMD kTro = 1.0 iNlta
10. Specify the storage volume required by the water balance: // oco gallons; / days
• 11. Volume of storage provided: 3 0/ 47o0 gallons and yields: 3 0 days •
NOTE: Minimum thirty days required at the design flow rate.
12. The treatment and distribution/infiltration disposal system must be posted and secured in some fashion to
prevent unauthorized entry. Briefly describe the security measures being taken:-7 2E /5
JI EXIS%/NG FeluG / /—,rF✓E/v J rTNYDN6 ijo/7 ;enNT_FIL�6
S/T� i,c 'WE Pi,Jlc iSTvi'I. ( IF. [.viL - / e cJ/4e
#" ZESS445SiiJ4 S/6N5 O,J /NGE .
Form: DIDS 01/00 page 3 of 8

I' a.
.13. Is the treatment facility capable of treating the wastewater to at least:secondary limits prior to storage?
(BOD5< 30 mg/L; TSS < 30 mg/L; NH3 < 15 mg/L; Fecal Coliform < 200 colonies/100 ml)
✓ Yes No. If No, what level of treatment can be achieved?
14. Is the distribution/infiltration disposal system located within 100-year flood plain? Yes VNo
If Yes, briefly describe the protective measures being taken to.protect against flooding.
•15. List the field number of any field(s) that is/are located in area where the seasonal high water table is less than
3 feet below the surface? Si—LTD 1v RicSi %4P) S444..... @, ( L1 16. If domestic wastewater is generated, describe the disinfection facilities that are being provided: n
•
•
•
Form: DIDS 01/00 page 4 of 8

f
_ r -. _
PHIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER QUALITY
UNLESS ALL OF THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL:
A. One original and four copies of the completed and appropriately executed application form.
B. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
C. Five (5) sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a topographic map, a site
map which indicates where borings or hand auger samples were taken, a map showing the land
application site, buffers, structures, and property lines; along with all wells, surface waters (100-
year flood elevation), and surface drainage features within 500 feet of the land application site.
Each sheet of the plans and the first page of the specifications must be signed and sealed.
D. Five (5) copies of all reports, evaluations agreements, supporting calculations, etc. must be
submitted as a part of the supporting documents which are signed and sealed by the NC
Professional Engineer. Although certain portions of this required submittal must be developed by
other professionals, inclusion of these materials under the signature and seal of a NC Professional
Engineer signifies that he has reviewed this material and has judged it to be consistent with his
proposed design.
E. Five (5) copies of the existing permit if a renewal or modification.
F. For Distribution/Infiltration Disposal Systems:
1 A water balance analysis showing annual amount of wastewater that will need to be applied and
the amount of land necessary to receive the wastewater at the given loading rate. Storage
requirements must.be addressed and supporting calculations provided.
2 A soils scientist report (signed) which includes texture, color, and structure of soils down to a depth
of seven feet, depth, thickness and type of any restrictive horizons, hydraulic conductivity in the
most restrictive horizon, Cation Exchange Capacity (CEC), depth of seasonal high water table, soil
pH, and soils map (if available).
3 For systems treating industrial waste or any system with a design flow greater than 25,000 GPD a
Hydro Geologic Report providing the extent and lithologic character of the unconfined aquifer,
transmissivity and specific yield of the unconfined aquifer, thickness and permeability of the first
confining bed, groundwater quality and direction of movement, and an evaluation of impacts of the
disposal system on water levels, movement and quality.
4 An agronomist report (signed) which states the type of vegetation that is planned for the
distribution/infiltration disposal system field(s), along with management and harvest schedules.
5 Proposal for groundwater monitoring.
6 An analysis of the wastewater, including heavy metals, total and synthetic organics, along with
calculations for the most limiting constituents.
Form: DIDS 01/00 page 5 of

/
_ r _
This form must be completed by the appropriate
DWQ Regional Office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility
would flow toward) in which this distribution/infiltration disposal system will be constructed must be
determined by the appropriate DWQ Regional Office. Therefore, you are required, prior to submittal of
the application package, to submit this form, with items 1 through 7 completed to the appropriated
Division of Water Quality Regional Water Quality Supervisor (see page 8 of 8). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minutes USGS Topographic Map which shows the
location of this distribution/infiltration disposal system and the downslope surface waters in which they will
be located. Identify the closest downslope surface waters on the attached map copy. Once the
Regional Office has completed the classification, reincorporate this completed page and the
topographic map into the completed application form and submit the application package.
• 1. Name"off applicant (specify name of the municipality, corporation, individual, etc.): •
2. Name & complete address of engineering firm: CAV,4,vAU6H --Associ4m5 Ckain&Ec,Y
L 7 Fav7 Eiv6,N6 iv6) 3°.6 IA/ LMSiwoaD 57.' /7 ✓EYi/� Nc a ego/
Telephone number: ( 929 ) a SS=-7596
3. Project name: 2 uZv5 vi qi2 (AA4s1/
4. Name of closest downslope surface waters:
5. County (ies) where this system and surface waters are located: AtiCEY
6. Map name and date: 2.A 0.140i2.,4N64,,,<<+111J-44 ?9,0
7. NC Professional Engineer's name, signature, seal and datep�• �x��.R�r��.
.a,� •r
�,v
CA2c- � CQ, e CC 4's
r
r'� a
e
•
i
TO: REGIONAL WATER QUALITY SUPERVISOR - �L McCOOt,,'
Please provide me with the classification of the watershed where this system will be constructed, as
identified on the attached map se9,mrt: , 7 I
Name of surface waters:
Classification: L,
as established by the Environmental Management Commission.
Proposed classification, if applicable: -714L
Signature of Regional Office personnel: �-'Cp �%7l L
Uy:z",-,G-t��ti E7, �, - _
Date: e-YLL.Gta 1,12 ,;;If:O
Form: DIDS 01/00 page 6 of 6

f
'
1 / S -
All attachments must be signed
/ Name of engineering firm: CA(/,9,v4v6,4 *i5/ssoc..647Wt 0:01Z)11E2LY 41)Lo,r2Z �N6,NE Z,/t.)6)
Name of engineer: C_r4 lac... /ffGCo,v/✓E-z..<
Complete address of firm: 3o( 6Vesr //7/1P/4voab Si
City: 4.silet4/e State: /i'lL Zip: a b' '/
Telephone Number: ( gz£3 ) 25.E 7S9S
Professional Engineer's Certification:
I, CAlac in[_CGQNNEC.0 , attest that this application for
V S v,LLE (42 WASN
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that
to the best of my knowledge the proposed design has been prepared in accordance with the applicable
regulations. Although certain portions of this submittal package may have been developed by other
professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this
material have judged it to be consistent with the proposed design. •
North Carolina Professional Engineer's Seal, Signature, and Date: ., . U}, .
(tiv,
:;'i. .:
•
Applicant"s Certification: '"<<:tt`t,
I, b,4 Le- AST/A)
attest that this application for -8U/Z.,V5 vi//' C_FF/Z Gt_,4s•/I
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if
all required parts of this application are not completed and that if all required supporting information and
attachments are not included, this application package will be returned to me as incomplete.
Signature //' iz.. -L Date 2- c' 9 - 0 U
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
Form: DIDS 01/00 page 7 of 8

- .• ' ` DIVISION-OF WATER' QUALITY. REGIONAL OFFICES
':sheville Region Mooresville Region
�
91
59 Woodfin Place Winston-Salem Region
9 N. Main Street 585 Waughtown Street
Asheville, NC 28801 . Mooresville, NC 28115
828/251-6208 � Winston-Salem, NC 27107
828/251-6208452 -Fax •
704/663-1699 . 336/771-4600
704/663-6040 -Fax [phone] -Fax
Avery Macon Alexander Mecklenburg Alamance Rockingham
Buncombe Madison Cabarrus Rowan
Burke McDowell Catawba StanleyAllegheny Randolph
Caldwell Mitchell Ashe Stokes
CherokeeldwellPolk Gaston Union Caswell Surry
Iredell Cleveland Davidson Watauga
Clay Rutherford Lincoln Davie
Graham Swain Wilkes
Haywood Transylvania Forsyth Yadkin
Henderson Yancey Guilford
Jackson
Raleigh Region Fayetteville Region g Wilmington Region
Post Office Box 27687
Suite 714-Wachovia Building 127 Cardinal Drive
Raleigh, NC 27611 Fayetteville, NC 28310 Wilmington, NC 28405
919/571-4700 910/486-1541
910/395-3900
919/571-4718 -Fax
910/486-0707 -Fax [phone]- Fax
Chatham Nash Anson Moore Brunswick New Hanover
Durham Northampton Bladen : Robeson
Edgecombe Orange Carteret Onslow
g Cumberland . Richmond Columbus Pender
Franklin' Person Harnett Sampson Du lin
Granville Vance Hoke Scotland p
Halifax Wake Montgomery
Johnston Warren
Lee Wilson
Washington Region V
943 Washington Square Mall
Washington, NC 27889
252/946-6481
252/946-9215-fax
Beaufort Jones
Bertie Lenoir
Camden Martin .
Chowan Pamlico •
Craven Pasquotank
Currituck Perquimans •
Dare Pitt .
Gates Tyrell -
Greene Washington
Hertford Wayne
Hyde
MAIL ALL CORRESPONDENCE TO THE ATTENTION OF: WATER QUALITY REGIONAL SUPERVISOR
Form: DIDS 01/00 page 8 of 8