DWR Read File Archive Mar 2014

AVOW
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder John E.Skvarla, III
Governor Director
Secretary
March 3,2014
Mr.J.Robert Boyette
City of Marion
P.O.Box 700
Marion,NC 28752
Subject: Response to Notice of Deficiency
NOD-2013-PC-0445
Permit No.WQ0003698
Surface Disposal of Residuals
McDowell County
Dear Mr.Boyette,
This letter is to acknowledge receipt of your response to the subject Notice of Deficiency. The Notice of
Violation (NOV-2014-PC-0015) issued to you in a letter from this office dated January 24, 2014
regarding failure to report Total Suspended Solids (TSS) results for the November 2013 groundwater
monitoring of the subject facility has been rescinded.
We consider this matter closed and anticipate receiving TSS results during future monitoring at the
subject facility. If you have any questions concerning this matter, you may contact Andrew Moore via
email at [e-mail] or at(828)296-4684.
Sincerely,
G.Landon Davidson,P.G.
Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
cc: ARO-WQRO Files
WQ Central Files
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,N.C. 28778
Phone[phone]
FAX [phone]
Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer

ANIF 91 FA
4
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 6, 2014
DWR# 14-0160
Caldwell County
Earl W. &Lillie R Hindman
4391 Sidewinder Tr.
Middleburg, FL 32068
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION
PROJECT NAME: Earl and Lillie Hindman Shoreline Stabilization
Dear Mr. and Mrs. Hindman:
In accordance with your application dated January 29,2014 received on February 21,2014, approval has been
granted for the impacts listed in the table below.This approval requires you to follow the conditions listed in
the enclosed certification(s) or general permit and any additional conditions listed below.
.,?roject impacts are covered by the attached Water Quality General Certification Number 3898.and the
conditions listed below. This certification is associated with the use of General Permit Number 30 issued by the
U.S. Army Corps of Engineers. Please note that you should obtain or otherwise comply with any other federal,
state or local permits before proceeding with your project, including those required by(but not limited to)
Erosion and Sediment Control, Water Supply Watershed and Trout Buffer regulations.
IMPACTS APPROVED
The following impacts are hereby approved provided that all of the other specific and general conditions of the
Certification, General Permit and/or Buffer Rules are met. No other impacts are approved, including incidental
impacts.
Amount Approved
Type of Impact Permanent
Open Waters Above Pool Below Pool
0.03 (acres) 0.03 (acres)
450 (square feet)
Buffers—Zone 1 15 ft X 30 ft (square feet)
Temporary Access
Corridor Only
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.ncdenr.org/web/wq/ws _.
An Equal Opportunity 1 Affirmative Action Employer

Earl&Lillie Hindman
3/6/2014
Page 2 of 3
300�(square feet) \
Buffers—Zone 2 15 ft X 20 ft (square feet)
Temporary Access
Corridor Only
ADDITIONAL CONDITIONS
1. This approval is for the purpose and design described-in your application. The plans and specifications
for this project are incorporated by reference as part of the Certification/Authorization. If you change
your project, you must notify the Division and you may be required to submit a new application package
with the appropriate fee. If the property is sold,the new owner must be given a copy of this approval
letter and General Certification(s)/Permit/Authorization and is responsible for complying with all
conditions.
2. The Permittee shall replant the vegetation within temporarily disturbed areas located within 30 feet of
the shoreline or coastal wetland(whichever is more landward) associated with this project in an"in
kind"manner immediately following construction. (Example: Disturbed areas with pre-existing grassed
lawns must be replanted with grass. Disturbed areas with pre-existing trees or woody vegetation must
be replanted with trees and woody vegetation. Disturbed areas with pre-existing forest vegetation must
be replanted with forest vegetation including at least two different native hardwood tree species at a
density sufficient to provide 320 trees per acre at maturity. This density can usually be achieved by
planting approximately 436 (10 x 10 spacing)to 681 (8 x 8 spacing)trees per acre.)Replanting of
trees/shrubs/forest must be completed by the first subsequent planting season(November l through
March 30). Note, if the tree plantings do not survive,they will need to be replaced such that the density
is sufficient to provide 320 trees per acre at maturity.
3. The proposed access corridor(s)must be the minimum width required to get the construction equipment
to the shoreline and shall not exceed 15 feet in width. The number of access corridors should be limited
to the minimum number required to get the construction equipment to the shoreline(many times only a
single corridor is required) and shall not exceed 2 corridor(s). The access corridor(s) should cross the
buffer as close to perpendicular as practicable and disturbance to existing vegetation should be
minimized.
4. Replant or allow the re-establishment of native vegetation in areas within the project boundary where it
has been removed. Per Exhibit 1 of the Duke Shoreline Management Guidelines.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written
petition for an administrative hearing to the Office of Administrative Hearings(hereby known as OAH)within
sixty (60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/or by calling the OAH Clerk's
Office at(919) 431-3000 for information. A petition is considered filed when the original and one (1)copy
along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).

,ian
petition maybe faxed to the OAH at(919)431-3100,provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5)business days following the
taxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh,NC 27699-6714 Raleigh,NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act and the Catawba
Riparian Buffer Rules as described in 15A NCAC 02H 0.500. Please contact Tim Fox at 828-296-4664 or
tim.foxgncdenr.gov if you have any questions or concerns.
-sincerely,
H bA
G. Lando Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enclosures: GC 3898
Riparian Buffer Guidelines
Certificate of Completion
cc: Tasha McCormick- USACE Asheville Regulatory Field Office(via email)
Wade Harmon-Duke Energy
Caldwell County Planning
DWR ARO 401 files
DWR 401 and Buffer Permitting Unit
DG:\WR\WQ\Caldwell\401s\Non-DOT\Earl and Lillie Hindman Lot 11\APRVL.401Ear1HindmanLot11.03-06-14.doc

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_ ME
DENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reader John E. Skvarla, III
Governor Director Secretary
March 7,2014
Mr. Joseph M. Moore,H,E. P.
City of Brevard
95 West Main Street
Brevard,North Carolina 28712
Subject: NOTICE OF VIOLATION
NOV-2014-DV-0069
Permit No. WQCS00084
City of Brevard
Brevard Collection System
Transylvania County
Dear Mr.Moore:
A review has been conducted of Brevard Collection System's self-reported Sanitary Sewer Overflows
(SSO's)5-Day Report submitted by the City of Brevard. This review has shown the subject facility to be
in violation of the requirements found in Collection System Permit WQCS00084 and/or G.S. 143-
215.1(a)(1). The violation that occurred is summarized below.
Area Violation Date Description Violation Type
CSO/SSO (Sewer Overflow) 02/21/2014 Sanitary Sewer Overflow Discharge
Incident# 201400341 57,000 Gallons Total Without Valid
Permit
(49,500 to Lambo Creek)
Remedial actions should be taken to correct this problem. The Division of Water Resources may pursue
enforcement action for this and any additional violations of State law.
You should address the causes of noncompliance and all actions taken to prevent the recurrence of similar
situations. If you should have any questions,please do not hesitate to contact Asheville Regional
Staff or Janet Cantwell at 828-296-4500.
Sincer ly,
G. Lando 'r/avidson,P.G.,Regional Supervisor
Water Quality Regional Operations
A -
Cc: WQ ARO Files Asheville Region
WQ Central Files
PERCS Unit
G:\.WR\WQ\Transvlvania•.Collection Systems\13revard Collection System WQCS000841N{yv5&Enforcements.NOV-2014-DV-0069.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: finpJ/nortal.ncdenr.org/web/wg/ws
An Equal Opportunity/Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder John E. Skvarla, III
Governor Director Secretary
March 12, 2014
John Boone
Town of Elk Park
PO Box 248
Elk Park,NC 28622
SUBJECT: Compliance Evaluation Inspection
Elk Park WWTP
Permit No:NCO079561
Avery County
Dear Mr. Boone:
On February 19, 2014, I conducted a Compliance Evaluation Inspection at the Elk Park Wastewater Treatment
Plant (WWTP). You were briefly present; Tim Fox with the Division of Water Resources and Otis Ward with
the Town of Elk Park were also present. The facility had some maintenance needs that were diligently taken
care of following the inspection; therefore the facility is in compliance with permit NC0079561. The time and
efforts of the Towns personnel were appreciated.
Please refer to the enclosed inspection report for detailed observations and comments. If you or your staff have
any questions,please call me at 828-296-4500.
Sincerely,
��_i 16
Linda Wiggs
Enviromental Senior Specialist
Asheville Regional Office
Enc.Inspection Report
cc: Otis Ward,ORC(e-copy)
Central Files
Asheville Files
is\WR\WQ\Avery\Wastewater\Municipal\Elk Park 79561\CEI.02-2014.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.ncdenr.org/web/wglws
An Equal Opportunity 1 Affirmative Action Employer

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United States Environmental Protection Agency Form Approved.
EPA Washington,D.C.20460 OMB No.2040-0057
Approval expires 8-31-98
Section A: National Data System Coding(i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 15 I 31 NCO079561 111 121 14/02/19 117 1811 C I 19101 201
Remarks
2111111111111111111111111111111111111IIIIIIIIIII16
Inspection Work Days Facility Self-Monitoring Evaluation Rating 61 QA -------------------------Reserved-------------------
67I 169 70I I 71 I_I 72 L N I 73I ' '74 751 I I I I I I 1 80
Section B: Facility Data �1
Name and Location of Facility Inspected(For Industrial Users discharging to POTW,also include Entry Time/Date Permit Effective Date
POTW name and NPDES permit Number)
Elk Park WWTP 0300 PM 14/02/19 13/05/01
Elk River Rd NCSR 1305 Exit Time/Date Permit Expiration Date
Elk Park NC 28622 04:00 PM 14/02/19 17/09/30
Name(s)of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s) Other Facility Data
Name,Address of Responsible Official/Title/Phone and Fax Number
John Boone,PO Box 248 Elk Park NC 28622//828-733-9573/8287338696 ContactedNo
Section C: Areas Evaluated During Inspection(Check only those areas evaluated)
Permit Operations&Maintenance 0 Sludge Handling Disposal 0 Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s)and Signature(s)of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wiggs ARO WQ//828-296-4500 Ext.4653/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
7-P
EPA Form 3560-3(Rev 9-94)Previous editions are obsolete.
Page# 1

NPDES yr/mo/day Inspection Type (cont.)`.,,
3 NCO079561 111 12, 14/02/19 117
; 18l Cl
Section D: Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
Present during the inspection were Tim Fox with DWR and Otis Ward (ORC)with Elk Park.
Repairs and maintenance work are needed immediately. The town will report back to the inspector
documenting work accomplished.
Documentation of work completed by the town was received in Asheville Office on March 5, 2014.An
itemized list of work as well as photo and video documentation were sent verifying work completed.
Various components of the Wastewater Treatment plant(WWTP)were pumped by Appalachian Pumping
including the bar screens, digester, wet wells and troughs on clarifiers, splitter box, and contact chamber.
The skimmer/sweeper arm chain in the gear box on clarifier#1 was fixed.
Prior to next winter the town needs to consider moving the Isco sampler into the chemical building or build a
structure to protect the sampler from extreme weather. Along with the ongoing expense of maintenance of
the WWTP, this facility could use a separate blower for the aeration basin and the digester. Currently both
operate on same system which can starve 02 for one or the other depending on usage.
Overall the facility was not in bad shape even though there were maintenance issues that needed attention.
The ORC wears many hats for the town and has to manage his time for various functions. Regardless of
the other demands placed on the ORCs time, he does appear to be a conscientious operator and the town
did willingly supply him with immediate resources upon the request of the inspector.
Question Abbreviations:
Y-Yes
N-No
NA-Not Applicable
NE-Not Evaluated
Page# 2

Permit: NCO079561 Owner-Facility: Elk Park WWTP
,nspection Date: 02/19/2014 Inspection Type: Compliance Evaluation
Operations&Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ n n n
Does the facility analyze process control parameters,for ex:MLSS,MCRT,Settleable Solids, pH,DO,Sludge ■ n ❑ n
Judge,and other that are applicable?
Comment: The roofs of the buildings onsite will be repaired this year. There are debris
piles that will be relocated.
Process controls performed by ORC include pH, DO, sludge judge, settleable solids.
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? n n ■ n
Is the facility as described in the permit? ■ n n n
#Are there any special conditions for the permit? n o m n
Is access to the plant site restricted to the general public? ■ n 0 n
Is the inspector granted access to all areas for inspection? ■ n n n
Comment:
Bar Screens Yes No NA NE
Type of bar screen
a.Manual
■
b.Mechanical fl
Are the bars adequately screening debris? ■ n n 0
Is the screen free of excessive debris? ■ (_'I n n
Is disposal of screening in compliance? ■ (_'I n n
Is the unit in good condition? ■ n n n
Comment: There are two bar screens. Both require daily cleaning manually. The
second bar screen had excessive sediment at the bottom that will need to be removed.
At the time of the inspection there was a fair amount of material on the bar screens. It
appears that some debris is getting past the bar screens, it may be necessary to clean
them more frequently.
See summary.
Aeration Basins Yes No NA NE
Mode of operation
Type of aeration system Diffused
Is the basin free of dead spots? 0000
Are surface aerators and mixers operational? n n ■ n
Page# 3

Permit: NCO079561 Owner-Facility: Elk Park WWTP
Inspection Date: 02/19/2014 Inspection Type: Compliance Evaluation \
Aeration Basins Yes No NA NE
Are the diffusers operational? ■ fl n n
Is the foam the proper color for the treatment process? ■ n n
Does the foam cover less than 25%of the basin's surface? ❑ ■ n 11
Is the DO level acceptable? n n n ■
Is the DO level acceptable?(1.0 to 3.0 mg/1)
nnn ■
Comment: There was quite a bit of foam at the time of the inspection (75%). The ORC
stated he had wasted recently and believed that to be the reason for the foam.
ORC said the D.O. had been running around 3.0 mg/I.
All diffusers were replaced -5 years ago.
See summary.
Secondary Clarifier Yes No NA NE
Is the clarifier free of black and odorous wastewater? ■ 0 n 13
Is the site free of excessive buildup of solids in center well of circular clarifier? n ■ n n
Are weirs level? ■ 0 n n
Is the site free of weir blockage? ■ n n n
Is the site free of evidence of short-circuiting? ■ n 0 0
Is scum removal adequate? n ■ fl n
Is the site free of excessive floating sludge? ■ n n n
Is the drive unit operational? ■ n n n
Is the return rate acceptable(low turbulence)? ■ Q n n
Is the overflow clear of excessive solids/pin floc? ■ 0 ❑ 0
Is the sludge blanket level acceptable?(Approximately'/<of the sidewall depth) ■ n n n
Comment: There are two clarifiers (#1, #2), both of the center wells need to be
pumped out. Clarifier#1 is in need of immediate repair, the sweeper arm was not
functioning. Staff arrived onsite during the inspection to evaluate and repair the sweeper
arm. ORC stated pumper truck would be called the next day to schedule visits.
Sludge blanket in#1 at-3', #2 at- 2', ORC stated both clarifiers are 8' deep.
See summary.
Disinfection-Liquid Yes No NA NE
Is there adequate reserve supply of disinfectant? ■ n n n
(Sodium Hypochlorite)Is pump feed system operational? ■ ❑ 0 n
Is bulk storage tank containment area adequate?(free of leaks/open drains) ■ n n
Page# 4

Permit: NCO079561 Owner-Facility: Elk Park WWTP
inspection Date: 02/19/2014 Inspection Type: Compliance Evaluation
Disinfection-Liquid Yes No NA NE
Is the level of chlorine residual acceptable? 0 Q 0 M
Is the contact chamber free of growth,or sludge buildup? f_1 0 n 0
Is there chlorine residual prior to de-chlorination? 0 0 f1 m
Comment: There appeared to be adequate supply of chemicals.
The chlorine contact chamber also needs to be pumped. There was—2'of a sludge
blanket in a 6'deep tank.
See summary.
Aerobic Digester Yes No NA NE
Is the capacity adequate? M i] ❑ n
Is the mixing adequate? M 0 n 0
Is the site free of excessive foaming in the tank? n ■ fl Q
#Is the odor acceptable? 0 n n 0
#Is tankage available for properly waste sludge? 0 Cl Q
Comment: ORC says capacity is fine, but when using the air it does take away from
the aeration basin. Seperate blower system could resolve this. This system is pumped 4
times a year.
Page# 5

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WDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs .
Pat McCrory Thomas A. Reeder John E. Skvada, III
Governor Director Secretary
March 12,2014
John Boone
Town of Elk Park
PO Box 248
Elk Park,NC 28622
SUBJECT: Collection System Inspection
Elk Park
Permit No: WQCSD0557
Avery County
Dear Mr. Boone:
On February 19, 2014, I conducted a Compliance Evaluation Inspection of the Elk Park Collection System
Program. You were briefly present; Tim Fox with the Division of Water Resources and Otis Ward with the
Town of Elk Park were also present. There were maintenance needs at the two pump/lift stations that were
immediately taken care of following the inspection. The time and efforts related to the collection system
program by the Towns personnel are appreciated.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff
have any questions,please call me at 828-296-4500.
Sincerely,
Linda Wiggs
Enviromental Senior Specialist
Asheville Regional Office
Enc.Inspection Report
cc: Otis Ward,ORC(e-copy)
Central Files
Asheville Files
G:\WR\WQ\Avery\Collection Systems\Elk Park Collection System\CEI.Feb2014.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:hftp://portal.ncdenr.org/web/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

Compliance Inspection Report
Permit: WQCSD0557 Effective: 06/09/11 Expiration: Owner: Town of Elk Park
SOC: Effective: Expiration: Facility: Elk Park WWTP
County: Avery Elk River Rd NCSR 1305
Region: Asheville
Elk Park NC 28622
Contact Person: John Boone Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On-Site Representative(s):
Related Permits:
Inspection Date: 02/19/2014 Entry Time: 02:00 PM Exit Time: 03:00 PM
Primary Inspector: Linda S Wiggs Phone: [phone]
Secondary Inspectors):
Ext.4653
Reason for Inspection: Routine Inspection Type: Collection System Inspect Non Sampling
Permit Inspection Type: Deemed permitted collection system management and
operation
Facility Status: ■ Compliant 0 Not Compliant
Question Areas:
Miscellaneous Questions Performance Standards Operation&Maint Reqmts Records
■Monitoring&Rpting Inspections Pump Station Manhole
Reqmts
(See attachment summary)
Page: 1

Permit: WQCSDO557 owner-Facility: Town of Elk Park
Inspection Date: 02/19/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Inspection Summary:
Present during the inspection were Tim Fox with Division of Water Resources and Otis Ward the Operator in Responsible
Charge(ORC)with Elk Park.The Mayor was also present for some of the inspection.
System is fairly new; 1996 with 204 customers in town and 18 out of town.The system is smoke tested yearly. Personnel
stated right of ways are accessible if need be.
Both pump stations need work immediately.The town will respond back to the inspector with documentation of the work
completed.
Documentation of work completed by the town was received in the Asheville Office on March 5, 2014.An itemized list of
work as well as photo and video documentation were sent verifying work completed.
Both pump/lift stations were cleaned and pumped. The alarm systems were repaired and now work. Both had simple
repairs needed. It is suggested that these station be on a pumping schedule depending on fats/debris buildup.
On 2/21/2014 the inspector emailed the ORC the Operational Log Package which consists of various forms related to
collection systems.
Overall the program is well managed. These were pump station maintenance issues that needed immediate attention;
this will be an ongoing demand of the ORCs and towns time and resources. Another helpful ongoing maintenance
practice of a collection system is cleaning; if the the town plans to clean their system they should consider the feasibility of
purchasing a jetter system vs contracting this service out.
Question Abbreviations:
Y-Yes
N-No
NA-Not Applicable \1
NE-Not Evaluated
Page: 2

Permit: WQCSDO557 Owner-Facility: Town of Elk Park
Inspection Date: 02/19/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Performance Standards Yes No NA NE
Is Public Education Program for grease established and documented? ■ 0 0 n
What educational tools are used?
newpaper,bill insert
Twice a year customers are to be educated on grease.
Is Sewer Use Ordinance/Legal Authority available? ■ n Q [)
Does it appear that the Sewer Use Ordinance is enforced? ■ ❑ ❑ n
Is Grease Trap Ordinance available? ■ Q ❑ n
Is Septic Tank Ordinance available(as applicable,i.e.annexation) ■ ❑ 0 0
List enforcement actions by permittee, if any,in the last 12 months
There are 3 customers with grease traps.The ordinance requires them to pump quarterly.
Has an acceptable Capital Improvement Plan(CIP)been implemented? n o ■ ❑
Does CIP address short term needs and long term\"master plan\"concepts? n n ■ Cl
Does CIP cover three to five year period? 0 0 ■ ❑
Does CIP include Goal Statement? n n ■ o
Does CIP include description of project area? (_1 I_l ■
Does CIP include description of existing facilities? n Q ■ Q
Does CIP include known deficiencies? 0 Q ■ 0
Does CIP include forecasted future needs? n I_l ■
Is CIP designated only for wastewater collection and treatment? 0 ❑ ■
Approximate capital improvement budget for collection system?
Total annual revenue for wastewater collection and treatment? $9,276.00
CIP Comments
We discussed that a CIP is not required but the concepts and processes of a CIP should still be evaluated
by the town to maintain the integrity of the infrastructure.
Is system free of known points of bypass? 0 n 0
If no,describe type of bypass and location
Is a 24-hour notification sign posted at ALL pump stations? ■ 0 0 0
#Does the sign include:
Instructions for notification? ■ n ❑ ❑
Pump station identifier? ■ n 0 n
24-hour contact numbers ■ fl 0 Q
Page: 3

Permit: WQCSDO557 Owner-Facility: Town of Elk Park
Inspection Date: 02/19/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
If no,list deficient pump stations
#Do ALL pump stations have an"auto polling"feature/SCADA? 0 0 n n
Number of pump stations 2
Number of pump stations that have SCADA
Number of pump stations that have simple telemetry 2
Number of pump stations that have only audible and visual alarms 2
Number of pump stations that do not meet permit requirements
#Does the permittee have a root control program? n n M n
#If yes,date implemented?
Describe:
Comment:
Inspections Yes No NA NE
Are maintenance records for sewer lines available? n n n
Are records available that document pump station inspections? n n n
Are SCADA or telemetry equipped pump stations inspected at least once a week? n n n
Are non-SCADA/telemetry equipped pump stations inspected every day? n n ■ n
Are records available that document citizen complaints? ❑ ❑ n
#Do you have a system to conduct an annual observation of entire system? n Cl n
#Has there been an observation of remote areas in the last year? ❑ Q n
Are records available that document inspections of high-priority lines? ❑ ❑ ■ n
Has there been visual inspections of high-priority lines in last six months? 00 M n
Comment: There are no high priority lines.
Operation &Maintenance.Requirements Yes No NA NE
Are all log books available? ■ n ❑ fl
Does supervisor review all log books on a regular basis? 0011 n
Does the supervisor have plans to address documented short-term problem areas? ■ n ❑ ❑
What is the schedule for reviewing inspection, maintenance,&operations logs and problem areas?
Ongoing.
Are maintenance records for equipment available? n n n M
i
Is a schedule maintained for testing emergency/standby equipment?
rl rl n
Page: 4

Permit: WQCSD0557 Owner Facility: Town of Elk Park
Inspection Date: 02/19/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
What is the schedule for testing emergency/standby equipment? monthly
Do pump station logs include:
Inside and outside cleaning and debris removal? (=1 ■
Inspecting and exercising all valves? ❑ ■ n n
Inspecting and lubricating pumps and other equipment? n ■ n n
Inspecting alarms,telemetry and auxiliary equipment? 0 M fl n
Is there at least one spare pump for each pump station w/o pump reliability? ■ n n n
Are maintenance records for right-of-ways available? n n-n ■
Are right-of-ways currently accessible in the event of an emergency? n n n ■
Are system cleaning records available? 1=1 0 n
Has at least 10%of system been cleaned annually? n ❑ n
What areas are scheduled for cleaning in the next 12 months?
Town does not own a jetter and cannot clean their lines. Contractors are hired if need be.This is a system
of<200,000 gpd and is not required to clean 10%. Regardless the town is interested in this maintenance
practice as a preventative measure.
Is a Spill Response Action Plan available? ■ n n n
Does the plan include:
24-hour contact numbers 0 n n 0
Response time ■ n n n
Equipment list and spare parts inventory ■ n n n
Access to cleaning equipment ■ n n
Access to construction crews,contractors,and/or engineers ■ n n n
Source of emergency funds M n n n
Site sanitation and cleanup materials ■ n n I_l
Post-overflow/spill assessment ■ ❑ n
Is a Spill Response Action Plan available for all personnel? 0 n n n
Is the spare parts inventory adequate? 0 n n 0
Comment: Highlight after hours number in Plan.
Town stated all right of ways are accessible.
Inspector emailed various logs to the ORC for use.
Records Yes No NA NE
Are adequate records of all SSOs,spills and complaints available? ❑ n ❑ ■
Page: 5

Permit: WQCSD0557 Owner-Facility: Town of Elk Park
Inspection Date: 02/19/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Are records of SSOs that are under the reportable threshold available? ❑ Q 0 0
Do spill records indicate repeated overflows(2 or more in 12 months)at same location? ❑ n 0 0
If yes,is there a corrective action plan? 0 n n Q
Is a map of the system available? n n
Does the map include:
Pipe sizes fl n 0
Pipe materials fl n 0
Pipe location 0 f1 0.
Flow direction n 0 0
Approximate pipe age 0
Number of service taps n 0
El
Pump stations and capacity fl D n
If no,what percent is complete?
List any modifications and extensions that need to be added to the map
Capacity of PS not listed.
The town commented that they have not had an SSO in years,so there were no reports to review.Town
stated only 1 SSO since the system was put in place.
#Does the permittee have a copy of their permit? 0 n 0
Comment:
Monitoring and Reporting Requirements Yes No NA NE
Are copies of required press releases and distribution lists available? n ❑ E n
Are public notices and proof of publication available? n ❑ E
#Is an annual report being prepared in accordance with G.S. 143-215.1C? n 0 0 0
#Is permittee compliant with all compliance schedules in the permits? Q 0 i 0
If no,which one(s)?
Comment: The town did not have an SSO in 2013.
DARK HOLLOW-
Pump Station Yes No NA NE
Duplex
Pump station type
Are pump station logs available? 0 n
Is it accessible in all weather conditions? 0 n El
Page: 6

Permit: WQCSD0557 Owner-Facility: Town of Elk Park
Inspection Date: 02/19/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
#Is general housekeeping acceptable? ■ 0 ❑ D
Are all pumps present? 01100
Are all pumps operable? ■ 0 n
Are wet wells free of excessive debris? ❑ ■ 0 n
Are upstream manholes free of excessive debris/signs of overflow? ■ 0 ❑ n
Are floats/controls for pumps/alarms operable? ❑ ■ 0 0
Is"auto polling"feature/SCADA present? ❑ El ■
Is"auto polling"feature/SCADA operational? 11 n ■ n
Is simple telemetry present? ■ 0 Q 0
Is simple telemetry operational? ■ ❑ 0 0
Are audio and visual alarms present? ■ 0 ❑ 0
Are audio and visual alarms operable? ■ n ❑ n
Is the Pump station inspected as required? ■ 0 0 13
Are backflow devices in place? ■ 11 0 C
Are backflow devices operable? 0 0 Q ■
Are air relief valves in place? ❑ 0 ■
Are air relief valves operable? 0 fl ■
# Is an emergency generator available? ■ ❑ ❑ 0
Can the emergency generator run the pumps? ❑ Q 0 ■
Is the pump station equipped for quick hook-up? ■ 0 ❑ 0
Is the generator operable? 0 0 0 ■
#Is fuel in tank and sufficient? ❑ o ■ o
Is the generator inspected according to their schedule? ❑ C1 ■
Is a 24-hour notification sign posted? ■ n fl 11
Does it include:
Instructions for notification? ■ ❑ n
Pump station identifier? ■ 0 0
Emergency phone number ■ n Q n
Is public access limited? ❑ ■ 0
Is pump station free of overflow piping? ■ 0 ❑ 11
Page: 7

Permit: WQCSD0557 Owner-Facility: Town of Elk Park
Inspection Date: 02/19/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Is the pump station free of signs of overflow?
■ nnn
Are run times comparable for multiple pumps? yes
Comment: Pump station needs work immediately. Evidence of surge to top of wet
well, however it does not appear it overflowed. The wet well and floats need cleaning.
Alarm worked under test; but the high water float/alarm did not work.A bracket is
broken that needs repair. The bracket needs to be repaired, the wet well needs
pumping and the floats and accessories need to be cleaned.
The town does not own a portable generator; they stated they have an agreement with
a Mountain City, Tenn. company that could be onsite in 30 minutes.
PS is not fenced but is locked.
See summary.
DARK HOLLOW RD -
Manhole Yes No NA NE
Is manhole accessible? ■ n n n
#Is manhole cover/vent above grade? n ■ n
Is the manhole free of visible signs of overflow? ■ n n
Is the manhole free of sinkholes and depressions? ■ ❑ n n
Is manhole cover present? ■ n n n
#Is manhole properly seated? ■ n n 0
#Is manhole in good condition? ■ n Cl n
#Is invert in good condition? n n n ■
Is line free-flowing and unrestricted in manhole? ■ n n 0
Is manhole free of excessive amounts of grease? n ❑ 0
Is manhole free of excessive roots? D 0 0
Is manhole free of excessive sand? ■ ❑ n
Is manhole's extended vent screened? ❑ ❑ ■ n
Are vents free of submergence? n n ■
Are manholes free of bypass structures or pipes? ■ 0
Comment: This manhole is at grade and the metal lid ring has been cracked. The
town stated the ring was damaged by a DOT plow.
SUBSTATION -
Pump Station Yes No NA NE
Pump station type Duplex
Page: 8

Permit: WQCSD0557 Owner-Facility: Town of Elk Park
Inspection Date: 02/19/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Are pump station logs available? ■ n n n
Is it accessible in all weather conditions? ■ n n n
#Is general housekeeping acceptable? ■ n n
Are all pumps present? ■ n n n
Are all pumps operable? ■ n n 0
Are wet wells free of excessive debris? n ■ n n
Are upstream manholes free of excessive debris/signs of overflow? ❑ n ❑ ■
Are floats/controls for pumps/alarms operable? ■ ❑ n n
Is"auto polling"feature/SCADA present? ❑ n ■ n
Is"auto polling"feature/SCADA operational? ❑ ❑ ■ n
Is simple telemetry present? ■ ❑ ❑ n
Is simple telemetry operational? ■ ❑ n n
Are audio and visual alarms present? ■ n n n
Are audio and visual alarms operable? ■ n ❑ ❑
Is the Pump station inspected as required? ■ n n
Are backflow devices in place? ■ ❑ ❑ n
Are backflow devices operable? ❑ n n ■
Are air relief valves in place? n n ■ n
Are air relief valves operable? n ❑ ■
# Is an emergency generator available? ■ ❑ ❑ n
Can the emergency generator run the pumps? Q n n ■
Is the pump station equipped for quick hook-up? ■ ❑ Cl n
Is the generator operable? n n ❑ ■
#Is fuel in tank and sufficient? n n Cl ■
Is the generator inspected according to their schedule? n n n m
Is a 24-hour notification sign posted? ■ n
Does it include:
Instructions for notification? ■ n n n
Pump station identifier? ■ ❑ ❑ n
Emergency phone number ■ n ❑ n
Page: 9

Permit: WQCSD0557 Owner-Facility: Town of Elk Park
Inspection Date: 02/19/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Is public access limited? n M n n
Is pump station free of overflow piping? o n n
Is the pump station free of signs of overflow? 0 n n
Are run times comparable for multiple pumps?
Comment: This pump station needs work immediately. The wet well and all of the
internal components need to be cleaned. The visual and audio alarm did not work.
PS is not fenced but is locked.
PS is in an area that likely floods.
The concrete around the PS is crumbling, the town needs to look into fixing this before it
gets worse.
Generator can be brought in by company within 30 minutes if need be.
See summary.
Page: 10

,4 L)''�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 12,2014
Division of Waste Management
DSCA Program,Attn: Scott Stupak
1646 Mail Service Center
Raleigh,NC 27699-1646
Re: Well Construction Permit: WM0100336
City of Asheville Property
Property PIN: 964818277800000
Buncombe County,NC
Dear Mr. Stupak,
In accordance with the application submitted on your behalf by Aaron Council,we are forwarding well
construction permit numbered WM0100336 dated March 12,2014.The permit is for the construction of
one monitoring well on the City of Asheville property as described in the applications and the attached
permit.
The permit will be effective from the date of issuance for a period of one year and is subject to the
conditions and limitations as specified therein.A Well Construction Record shall be completed and
signed by the certified drilling contractor for the well.This form shall be submitted to the Department
upon completion of the well and shall reference the permit number.Please review the attached permit
conditions.
If you should have any questions or need additional information contact Andrew Moore at 828-296-4500.
Sincerely,
G. Landon Davidson,P.G.
Regional Supervisor
Water Quality Regional Operations Section
cc: ARO/file
ec: Aaron Council,URS
Water Quality Regional Operations-Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,N.C. 28778
Phone[phone] FAX [phone]
Internet: http://portal.nodenr.org/webANq
An Equal Opportunity/Affirmative Action Employer

NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERMIT FOR THE CONSTRUCTION OF MONITORING WELL
In accordance with the provisions of Article 7, Chapter 87, North Carolina General Statutes, and other
applicable Laws,Rules and Regulations.
PERMISSION IS HEREBY GRANTED TO
NCDENR-DSCA Program
FOR THE CONSTRUCTION OF A MONITORING WELL SYSTEM consisting of one well owned by NCDENR-
DSCA, 1646 Mail Service Center,Raleigh,NC 27699-1646.The well will be located on the property owned by the
City of Asheville located in Buncombe County(PIN#964818277800000).This Permit is issued in accordance with
the application received on March 6,2014 in conformity with specifications and supporting data,all of which are
filed with the Department of Environment and Natural Resources and are considered integral parts of this Permit.
This Permit is for well construction only,and does not waive any provision or requirement of any other applicable
law or regulation. Construction of any well under this Permit shall be in strict compliance with the North Carolina
Well Construction Regulations and Standards (15A NCAC 02C .0100), and other State and Local Laws and
regulations pertaining to well construction.
If any requirements or limitations specified in this Permit are unacceptable, you have a right to an adjudicatory
hearing upon written request within 30 days of receipt of this Permit. The request must be in the form of a written
petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of
Administrative Hearings, 6714 Mail Service Center,Raleigh,North Carolina 27699-6714. Unless such a demand is
made,this Permit is final and binding.
This Permit will be effective for one year from the date of its issuance and shall be subject to other specified
conditions,limitations,or exceptions as follows:
1. Issuance of this Permit does not supersede any other agreement,permit, or requirement issued by
another agency.
2. The well(s)shall be located and constructed as shown on the attachments submitted as part of the
Permit application.
3. You are required to provide a copy of this permit to the property owner(s).
4. You are required to provide notification to the property owner upon well completion and upon
termination of monitoring.
5. Each well shall have a Well Contractor Identification Plate in accordance with 15A NCAC 02C
.0108(0)where applicable.
6. The monitoring well shall be maintained in accordance with 15A NCAC 2C.0108.
7. Well construction record (GW-1) for each well shall be submitted to the Division of Water
Resource's Information Processing Unit within 30 days of the well completion.
8. When the well is discontinued or abandoned,it shall be abandoned in accordance with 15A NCAC
02C.0113 and a`well abandonment record(GW-30) shall be submitted to the Division of Water
Resource's Information Processing Unit and the property owner within 30 days of the well
abandonment.
Permit issued the 12th day of March,2014
FOR THE NORTH CAROLINA ENVIRO TAL MANAGEMENT COMMISSION
Landon Davidson,Regional Supervisor
Water Quality Regional Operations Section
By Authority of the Environmental Management Commission
Permit No. #WM0100336
i

A4J;�
NcDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder John E.Skvarla, III
Governor Director Secretary
March 13,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 00021965 9585
Ms. Marcy Onieal, Town Manager
Town of Waynesville
P.O. Box 100
Waynesville,North Carolina 28786
Subject: NOTICE OF VIOLATION/ NOTICE OF INTENT TO ENFORCE
NOV-2014-DV-0070
Permit No. WQCS00039
Town of Waynesville
Waynesville Collection System
Haywood County
Dear Ms. Onieal:
A review has been conducted of Waynesville Collection System's self-reported Sanitary Sewer Overflows
(SSO's) 5-Day Report submitted by the Town of Waynesville. This review has shown the subject facility to be
in violation of the requirements found in Collection System Permit WQCS00039 and/or G.S. 143-215.1(a)(1).
The violation that occurred is summarized below:
Area Violation Date Description Violation
Type
CSO/SSO 02/03/2014 Sanitary Sewer Overflow Discharge
(Sewer Overflow) 20,000 Gallons Total Without Valid
Incident# 201400229 Permit
Remedial actions should be taken to correct this problem. The Division of Water Resources is considering
pursuing enforcement action for this violation.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.org/web/wgtws
An Equal Opportunity 1 Affirmative Action Employer

Ms. Marcy Onieal
March 13,2014
Page 2 of 2
This same type and location of spill/SSO also occurred in January 2014. Please respond in writing to this
office within ten (10)days of receipt of this letter and address what plans you have on how to rectify and
prevent these recurring SSO's.
If you should have any questions,please do not hesitate to contact Janet Cantwell or Asheville Regional Staff
at 828-296-4500.
Sincerely,
G. Landon Davidson,P.G.�, ional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: WQ Asheville Files
WQ Central Files
PERCS Unit
Fred Baker,Utilities Director/Waynesville
l
Cr. �['Ri4t'Q`1laywood\Collection Systerns`Wa)mesville WQCS00039+?vOL NOI-2014-DV-0070.doc

irciDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 17,2014
Ken Mills,Swain County Economic Director
Swain County
PO Box 2321
Bryson City, NC 28713
Subject: Permit No.WQ0036973
Swain County
Swain County 911 Call Center Pump Station
Wastewater Collection System Extension
Swain County
Dear Mr. Mills:
In accordance with your application received February 18, 2014,we are forwarding herewith Permit No.
WQ0036973, dated March 17, 2014, to Swain County for the construction and operation of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded, and shall be subject to the conditions and limitations as specified therein. This cover letter
and supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of Swain County to ensure that the as-constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to
the licensing board.
If any parts; requirements, or limitations contained in this permit are unacceptable, 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, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.orgAueb/wq
An Equal Opportunity 1 Affirmative Action Employer

Swain County
WQ0036973
If you need additional information concerning this matter, please contact Jeff Menzel at(828) 296-4500
or via e-mail [e-mail].
Sincerely,
)—
ZD��
for Thomas A.Reeder
Division of Water Resources
cc: Hudson Owen(e-copy)
Swain County Health Department
Swain County Building Inspections Department
Bryson City WWTP
ARO Files
Water Resources Central Files
PERCS(electronic copy)
G:\WR\WQ\Swain\Collection Systems\Bryson City Collection System\WQ0036973 Swain 911 Call Cntr.doc

MC DE RR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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
Swain County
for the construction and operation of approximately 841 linear feet of 2-inch force main to serve the
911 Call Center at the Swain County Regional Business Training and Education Center as part of the
Swain County 911 Call Center Pump Station project, and the discharge of 2550 gallons per day of
collected domestic, commercial wastewater into the Bryson City existing sewerage system, pursuant to
the application received February 18, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 17th day of the March,2014.
w
i
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number:WQ0036973

SUPPLEMENT TO PERMIT COVER SKEET
Swain County is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Bryson City Wastewater
Treatment Facility(NPDES Permit#NC0026557) prior to being discharged into the receiving stream
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina-licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as-constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
11.STANDARD CONDITIONS -
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee,a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved,and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable;and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system-wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required,the
following performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.

d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B.0506(a),and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1)and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map,which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number 828-296-4500, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill, regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO(or the most
current Division approved form)within five 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. Part II of Form
CS-SSO(or the most current Division approved form)can also be completed to show that the SSO was beyond
control.

6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt,,
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation,Declarations/Covenants/Restrictions,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One.copy of the project construction record drawings(plan & profile views of sewer lines&force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations,or the Minimum
'Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided,or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10%or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case-by-case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After-construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit;15A NCAC 2T;the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes§143-215.6A through §143-215.6C,construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the
licensing board.

10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take_immediate corrective action, including those as may be required
by this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations,or ordinances that may be imposed by other government agencies(local,state and federal)which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B.0200, erosion and
sedimentation control requirements in 15A NCAC Ch.4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 213.0200 and 15A NCAC 2H.0500.

,�
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,._
_-

RACK ENGINEERING CERTIFICATION
mittee: Swain County Permit No.WQ0036973
rroject: SWAIN COUNTY 911 CALL CENTER PUMP STATION Issue Date: 17/03/14
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines)of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s)or storage greater than longest past three year outage reliability option selected)for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria. Modifications should be submitted prior to certification
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑weekly, ❑ full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal,signature, and date:
........................................................................................
SEND THIS FORM &SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S. HWY 70
Swannanoa, NC 28778
:.......................................................................................:
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use 0111y:
Flow from this project is tributary to: NCO026557

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 17,2014
Joey Davis,Town Manager
Town of Tryon
301 N.Trade Street
Tryon, NC 28782
Subject: Permit No.WQ0037009
Town of Tryon
Tryon Sewer Improvements
Wastewater Collection System Extension
Polk County
Dear Mr. Davis.:
In accordance with your application received March 10, 2014, we are forwarding herewith Permit No.
WQ0037009, dated March 17, 2014,to Town of Tryon for the construction and operation of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
-- rescinded, and shall be subject to the conditions and limitations as specified therein. This cover letter
and supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of the Town of Tryon to ensure that the as-constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, 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 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
G:IWRIWQIPolklCollection SystemsVryon WQCS001111WQ0037009 Tryon Sewer Trunk Line.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:hftp://portal.ncdenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

Town of Tryon
WQ0037009
If you need additional information concerning this matter, please contact Linda Wiggs at(828)296-4500
or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
cc: Jonathan Hollifield (e-copy)
ARO Files
Water Resources Central Files
PERCS(e-copy)

NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Town of Tryon
Polk County
for the construction and operation of approximately 3242 linear feet of 24-inch gravity sewer, as well as
approximately 549 linear feet of 12-inch gravity sewer for the rehabilitation of the main trunk line and a
feeder line along E. Howard Street as part of the Tryon Sewer Improvements project, with no added
flow of collected domestic, commercial, industrial wastewater into the Town of Tryon's existing
sewerage system, pursuant to the application received March 10, 2014, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 171h day of the March, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number:WQ0037009

SUPPLEMENT TO PERMIT COVER SHEET \
Town of Tryon is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Town of Tryon Wastewater
Treatment Facility(NPDES Permit#NC0021601) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T;the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina-licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as-constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
I. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership,or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved,and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable;and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system-wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required,the
following performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented. �

d. Pump stations that are not connected to a.telemetry system shall be inspected every day(i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a),and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
L Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a)through(i) of this Rule for a minimum of three years
with exception of the map,which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number 828-296-4500, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill,regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO(or the most
current Division approved form)within five 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. Part II of Form
CS-SSO(or the most current Division approved form)can also be completed to show that the SSO was beyond
control.

6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupV_
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation,Declarations/Covenants/Restrictions,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings(plan &profile views of sewer lines&force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit,regulations,or the Minimum '
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided,or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case-by-case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After-construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit;15A NCAC 2T;the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains.adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes§143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the
licensing board.
i

10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take immediate corrective action, including those as may be required
by this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations,or ordinances that may be imposed by other government agencies(local,state and federal)which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 26.0200 and 15A NCAC 2H .0500.

i
'\
__

.cACK ENGINEERING CERTIFICATION
mittee: TOWN OF TRYON Permit No.WQ0037009
roject: TRYON SEWER IMPROVEMENTS Issue Date: 17/03/14
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings(plan& profile views and detail drawings of sewer lines)of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk)in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s)or storage greater than longest past three year outage reliability option selected)for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria. Modifications should be submitted prior to certification
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe(❑ periodically, ❑weekly, ❑ full time)the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal,signature, and date:
....................................................................................
...,
SEND THIS FORM&SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S.HWY 70
Swannanoa, NC 28778
................................................................................
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only:
Flow from this project is tributary to:NCO021601

A- LA.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 17,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 00021965 9592
Mr. Tony Konsul
Carolina Water Service Inc. of North Carolina
P.O. Box 240908
Charlotte,North Carolina 28224-0908
SUBJECT: Assessment of Civil Penalty
for Violations of North Carolina General Statute(G.S.) 143-215.1(a)(1)
and Collection System Permit WQCS00174
Carolina Water Service Inc. of North Carolina
Sugar Mountain Collection System
Case No. DV-2014-0005
Avery County
Dear Mr. Konsul•
This letter transmits an assessment of civil penalty in the amount of$1,147.50 ($1,000.00 civil penalty+
$147.50 enforcement costs) against Carolina Water Service Inc. of North Carolina.
This assessment is based upon the following facts: a review has been conducted of the Sanitary Sewer Overflow
(SSO) 5-Day Report submitted by Carolina Water Service Inc. of North Carolina. This review has shown the
subject facility to be in violation of the requirements found in Collection System Permit WQCS00174 and G.S.
143-215.1(a)(1). The violation that occurred is summarized in Attachment A to this letter.
Based upon the above facts,I conclude as a matter of law that Carolina Water Service Inc. of North Carolina
violated the terms, conditions or requirements of Collection System Permit WQCS00174 and G.S. 143-
215.1(a)(1) in the manner and extent shown in Attachment A. In accordance with the maximums established by
G.S. 143-215.6A, a civil penalty may be assessed against any person who violates the terms, conditions or
requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority provided by the
Secretary of the Department of Environment and Natural Resources and the Director of the Division of Water
Resources, I, G. Landon Davidson, Division of Water Resources Regional Supervisor for the Asheville Region,
hereby make the following civil penalty assessment against Carolina Water Service Inc. of North Carolina.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.ncdenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

$1,000.00 TOTAL CIVIL PENALTY
$147.50 ENFORCEMENT COST .
$1,147.50 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c),in determining the amount of the penalty I have taken into account the
Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-282.I(b),which are:
(1) The degree and extent of harm to the natural resources of the State,to the public health, or to private
property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or Resources or on air Resources;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over which the
Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice, you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural Resources(do note
include waiver form). Payment of the penalty will not foreclose further enforcement action for any continuing '
or new violation(s). Please submit payment to the attention of:
Pretreatment Emergency Response and Collection Systems Unit
Division of Water Resources
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
OR
2. Submit a written request for remission or mitigation including a detailed justification for such
request:
Please be aware that a request for remission is limited to consideration of the five factors listed below as they
may relate to the reasonableness of the amount of the civil penalty assessed. Requesting remission is not the
proper procedure for contesting whether the violation(s) occurred or the accuracy of any of the factual
statements contained in the civil penalty assessment document. Because a remission request forecloses the
option of an administrative hearing, such a request must be accompanied by a waiver of your right to an
administrative hearing and a stipulation and agreement that no factual or legal issues are in dispute. Please
prepare a detailed statement that establishes why you believe the civil penalty should be remitted, and submit it
to the Division of Water Resources at the address listed below. In determining whether a remission request will
be approved,the following factors shall be considered:

�) whether one or more of the civil penalty assessment factors in NCGS 14313-282.1(b)was wrongfully
applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
whether payment of the civil penalty will prevent payment for the remaining necessary remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted in writing.
The Director of the Division of the Division of Water Resources will review your evidence and inform you of
his decision in the matter of your remission request. The response will provide details regarding the case status,
directions for payment, and provision for further appeal of the penalty to the Environmental Management
Commission's Committee on Civil Penalty Remissions (Committee). Please be advised that the Committee
cannot consider information that was not part of the original remission request considered by the Director.
Therefore, it is very important that you prepare a complete and thorough statement in support of your request
for remission.
In order to request remission,you must complete and submit the enclosed"Request for Remission of Civil
Penalties, Waiver of Right to an Administrative Hearing,and Stipulation of Facts"form within thirty(30) days
of receipt of this notice. The Division of Water Resources also requests that you complete and submit the
enclosed"Justification for Remission Request." Both forms should be submitted to the following address:
Pretreatment Emergency Response and Collection Systems Unit
Division of Water Resources
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
AND
G. Landon Davidson
Division of Water Resources
2090 US Highway 70
Swannanoa,NC 28778
OR
3. File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition for an
administrative hearing. You may obtain the petition form from the Office of Administrative Hearings. You
must file the petition with the Office of Administrative Hearings within thirty(30) days of receipt of this notice.
A petition is considered filed when it is received in the Office of Administrative Hearings during normal office
hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:00
a.m. and 5:00 p.m., except for official state holidays. The original and one (1)copy of the petition must be filed
with the Office of Administrative Hearings. The petition may be faxed-provided the original and one copy of
the document is received in the Office of Administrative Hearings within five (5)business days following the
-axed transmission. The mailing address for the Office of Administrative Hearings is:

Office of Administrative Hearings
6714 Mail Service Center
Raleigh,North Carolina 27699-6714
Telephone[phone] Facsimile: [phone]
AND
Mail or hand-deliver a copy of the petition to
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,North Carolina 27699-1601
AND
Pretreatment Emergency Response and Collection Systems Unit
Division of Water Resources
1617 Mail Service Center
Raleigh,NC 27699-1617
Please indicate the case number(as found on page one of this letter) on the petition.
Failure to exercise one of the options above within thirty(30) days of receipt of this letter,as evidenced by an
internal date/time received stamp (not a postmark),will result in this matter being referred to the Attorney
General's Office for collection of the penalty through a civil action. Please be advised that additional penalties
may be assessed for violations that occur after the review period of this assessment.
Please be advised that any continuing violation(s)may be the subject of a new enforcement action, including an
additional penalty. If you have any questions about this civil penalty assessment,please contact Janet Cantwell
of the Water Resources Section staff of the Asheville Regional ice at 828-296-4500.
a e
Date G. Landon Davidson,P.G.,Regional Office Supervisor
Water Quality Regional Operations
Asheville Regional Office
ATTACHMENTS
cc: Regional Supervisor w/attachments
Public Information Officer
PERCS Unit Enforcement File w/attachments
Central Files w/attachments ,
G:\WR\WQ\Avery\Collection Systems\Sugar Mountain Collection System\DV-2014-0005.doc

STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF AVERY
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST
ADMINSTRATIVE HEARING AND
CAROLINA WATER SERVICE INC. OF ) STIPULATION OF FACTS
NORTH CAROLINA )
SUGAR MOUNTAIN COLLECTION SYSTEM )
PERMIT NO. WQCS00174 ) FILE NO. DV-2014-0005
Having been assessed civil penalties totaling$1,147.50 for violation(s)as set forth in the assessment
document of the Division of Water Resources dated March 17, 2014,the undersigned, desiring to seek
remission of the civil penalty, does hereby waive the right to an administrative hearing in the above-stated
matter and does stipulate that the facts are as alleged in the assessment document. The undersigned further
understands that all evidence presented in support of remission of this civil penalty must be submitted to the
director of the Division of Water Resources with thirty(30) days of receipt of the notice of assessment. No new
evidence in support of a remission request will be allowed after(30)days from the receipt of the notice of
assessment.
This the day of , 20
SIGNATURE
ADDRESS
TELEPHONE

JUSTIFICATION FOR REMISSION REQUEST
DWR Case Number: DV-2014-0005 County: AVERY
Assessed Party: CAROLINA WATER SERVICE INC. OF NORTH CAROLINA
Permit No.: WQCS00174 Amount Assessed: $1,147.50
Please use this form when requesting remission of this civil penalty. You must also complete the "Request For
Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form to request remission
of this civil penalty. You should attach any documents that you believe support your request and are necessary
for the Director to consider in evaluating your request for remission. Please be aware that a request for
remission is limited to consideration of the five factors listed below as they may relate to the reasonableness of
the amount of the civil penalty assessed. Requesting remission is not the proper procedure for contesting
whether the violation(s) occurred or the accuracy of any of the factual statements contained in the civil penalty
assessment document. Pursuant to N.C.G.S. § 143 B-282.1(c),remission of a civil penalty maybe granted only
when one or more of the following five factors applies. Please check each factor that you believe applies to
your case and provide a detailed explanation,including copies of supporting documents, as to why the factor
applies (attach additional pages as needed).
_ (a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.I(b)were wrongfully
applied to the detriment of the petitioner (the assessment factors are listed in the civil penalty assessment
document);
(b) the violator promptly abated continuing environmental damage resulting from the violation (i.e.,
explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident(i.e., explain why the violation was
unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial actions
(i.e., explain how payment of the civil penalty will prevent you from performing the activities necessary to
achieve compliance).
EXPLANATION:

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110ETrIR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvada, III
Governor Director Secretary
March 18,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED—70121010 00021967 8180
Mr. R. Belvin Hall
Buncombe County Schools
175 Bingham Road
Asheville,North Carolina 28806
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute(G.S.) 143-215.1(a)(6)
and NPDES PermitNCO066788
Buncombe County Schools
Fairview Elementary School WWTP
Case No. LV-2014-0023
Buncombe County
Dear Mr. Hall:
This letter transmits allotice of Violation and assessment of civil penalty in the amount of$347.50
($200.00 civil penalty+ $147.50 enforcement costs)against Buncombe County Schools.
This assessment is based upon the following facts: a review has been conducted of the discharge
monitoring report(DMR) submitted by Buncombe County Schools for the month of November
2013. This review has shown the subject facility to be in violation of the discharge limitations
and/or monitoring requirements found in NPDES Permit NC0066788. The violations which
occurred in November 2013 are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that Buncombe County Schools violated
the terms,conditions or requirements of NPDES Permit NCO066788 and G.S. 143-215.1(a)(6)in
the manner and extent shown in Attachment A. In accordance with the maximums established by
G.S. 143-215.6A(a)(2), a civil penalty may be assessed against any person who violates the terms,
conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Resources,I, G. Landon Davidson,Division of Water Resources
Regional Supervisor for the Asheville Region,hereby make the following civil penalty assessment
against Buncombe County Schools:
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: httpa/portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

2 of the 2 violations of G.S. 143-215.1(a)(6)and NPDES Permit No.
$200.00 NC0066788,by discharging waste water into the waters of the State
in violation of the Permit Daily Maximum limit for FEC COLI. \
$200.00 TOTAL CIVIL PENALTY
$147.50 Enforcement Costs
$347.50 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c),m determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 14313-
282.1(b),which are:
(1) The degree and extent of harm to the natural resources of the State,to the public health,or
to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or,failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8). The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice,you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s). Please submit payment to the
attention of:
Point Source Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
OR
2. Submit a written request for remission or mitigation including a detailed justification
for such request:
Please be aware that a request for remission is limited to consideration of the five factors listed
below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty
assessment document. Because a remission request forecloses the option of an administrative
hearing, such a request must be accompanied by a waiver of your right to an administrative
hearing and a stipulation and agreement that no factual or legal issues are in dispute. Please
prepare a detailed statement that establishes why you believe the civil penalty should be
I\i,
remitted, and submit it to the Division of Water Resources at the address listed below. In

..,mining whether.a remission request will be approved,the following factors shall be
zonsidered:
(1) whether one or more of the civil penalty assessment factors in NCGS 14313-282.1(b)
was wrongfully applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from
the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted
in writing. The Director of the Division of Water Resources will review your evidence and inform
you of his decision in the matter of your remission request. The response will provide details
regarding the case status, directions for payment, and provision for further appeal of the penalty to
the Environmental Management Commission's Committee on Civil Penalty Remissions
(Committee). Please be advised that the Committee cannot consider information that was not part
of the original remission request considered by the Director. Therefore, it is very important that
you prepare a complete and thorough statement in support of your request for remission.
In order to request remission, you must complete and submit the enclosed"Request for Remission
of Civil Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts"form
within thirty (30) days of receipt of this notice. The Division of Water Resources also requests that
you complete and submit the enclosed"Justification for Remission Request." Both forms should
be submitted to the following address:
Point Source Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
3. File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition
for an administrative hearing. You may obtain the petition form from the Office of Administrative
Hearings. You must file the petition with the Office of Administrative Hearings within thirty (30)
days of receipt of this notice. A petition is considered filed when it is received in the Office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m., except for
official state holidays. The original and one (1) copy of the petition must be filed with the Office
of Administrative Hearings. The petition may be faxed -provided the original and one copy of the
document is received in the Office of Administrative Hearings within five(5)business days
following the faxed transmission. The mailing address for the Office of Administrative Hearings
is:

Office.of Administrative Hearings
6714 Mail Service Center
Raleigh,North Carolina 27699-6714
Telephone[phone] Facsimile: [phone]
and
Mail or hand-deliver a copy of the petition to
General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,North Carolina 27699-1601
Please indicate the case number(as found on page one of this letter) on the petition.
Failure to exercise one of the options above within thirty (30) days of receipt of this letter, as
evidenced by an internal date/time received stamp (not a postmark),will result in this matter being
referred to the Attorney General's Office for collection of the penalty through a civil action. Please
be advised that additional penalties may be assessed for violations that occur after the review
period of this assessment.
If you have any questions,please contact Janet Cantwell of the Water Quality staff of the
Asheville Regional Office at 828-296-4500.
Since l-y
G. Landon Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
ATTACHMENTS
cc: WQ Regional Supervisor w/attachments
NPDES Point Source w/attachments
WQ Central Files w/attachments
RPB Systems/ORC w/attachments
ci:'1�4 R`wQ\,Buna:ritibe`Wastewater`::�linorstFairviecv Elementary 66788,1,V-2014-0()2 .doc

JUSTIFICATION FOR REMISSION REQUEST
DVVR Case Number: LV-2014-0023 County: Buncombe
Assessed Party: Buncombe County Schools/Fairview Elementary
Permit No.: NC0066788 Amount Assessed: $347.50
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts"
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. § 143B-282.1(c),remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please check each factor that you believe applies to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 14313-282.1(b)were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed in the civil
penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident(i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i.e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:

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.E OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF BUNCOMBE
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
BUNCOMBE COUNTY SCHOOLS / )
FAIRVIEW ELEMENTARY )
PERMIT NO. NCO066788 ) FILE NO._ LV-2014-0023
Having been assessed civil penalties totaling $347.50 for violation(s)as set forth in the
assessment document of the Division of Water Resources dated March 18, 2014,the undersigned,
desiring to seek remission of the civil penalty,does hereby waive the right to an administrative hearing
in the above-stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the Director of the Division of Water Resources within thirty(30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be
allowed after(30) days from the receipt of the notice of assessment.
This the day of , 20
SIGNATURE
ADDRESS
TELEPHONE

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 18, 2014
Stephen C.Austin, Manager
808 West, LLC
PO BOX 9775
Greensboro, NC 27455
Subject: Permit No.WQ0036993
808 West, LLC
808 West Phase II
Wastewater Collection System Extension
Jackson County
Dear Mr.Austin:
In accordance with your application February 28, 2014, we are forwarding herewith Permit
No.WQ0036993, dated March 18, 2014, to 808 West, LLC for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of issuance
until rescinded and shall be subject to the conditions and limitations as specified therein. This cover
letter and supplement shall be considered a part of this permit and are therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of 808 West, LLC to ensure that the as-constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, 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 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http:/Iportal.ncdenr.org/webtwq
An Equal Opportunity 1 Affirmative Action Employer

808 WEST, LLC
WQ0036993 808 West Phase II
If you need additional information concerning this matter, please contact Jeff Menzel at(828) 296-
4500or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
cc: Barret A.Hagen, PE
Jackson County Health Department
Jackson Building Inspections Department
TWSA Plant#1 NC0039578
ARO Files
Water Resources Central Files
PERCS(electronic copy) '

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MCDEN
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
808 West, LLC
Jackson County
for the construction and operation of approximately 310 linear feet of 8-inch gravity sewer; as well as
approximately 250 linear feet of 6-inch gravity sewer to serve as part of the 808 West Phase II project,
and the discharge of 18,183 gallons per day of collected domestic wastewater into the,Tuckaseigee
Water and Sewer Authority existing sewerage system, pursuant to the application received February 28.
2014 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 18th day of the March,2014.
for Thomas A. Ree er
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number:WQ0036993

808 West, LLC is hereby_authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the TWSA Wastewater �-
Treatment Facility(NPDES Permit#NC0039578) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T;the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina-licensed Professional
Engineer in the application._It shall be the Permittee's responsibility to ensure that the as-constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
I. SPECIAL CONDITIONS
1. This permit shall become voidable unless the agreement between 808 West, LLC and TWSA for the collection
and final treatment of wastewater is in full force and effect:

II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership,or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved,and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable;and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system-wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T.0403. If an individual permit is not required,the
following performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare, parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B.0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned ,collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, .enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.

2. For privately owned collection systems, the Grease Control Program shall include at least bi-annua'l�,
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs(a) through (i) of this Rule for a minimum of three years
with exception of the map,which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number 828-296-4500, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill, regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO(or the most
current Division approved form)within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be to ensure that the problem does not recur. Part 11 of Form
CS-SSO(or the most current Division approved form)can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation,Declarations/Covenants/Restrictions,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings(plan & profile views of sewer lines&force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated

with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps,system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit,regulations,or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided,or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case-by-case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After-construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit;15A NCAC 2T;the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take immediate corrective action,including those as may be required
by this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations,or ordinances that may be imposed by other government agencies(local,state and federal)which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch.4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 26.0200 and 15A NCAC 2H .0500.

��
`�_
�y

,.ACK ENGINEERING CERTIFICATION
mittee:. 808 West, LLC Permit No.WQ0036993
roject: 808 West Phase II Issue Date: 03/18/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings(plan &profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s)or storage greater than longest past three year outage reliability option selected)for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria. Modifications should be submitted prior to certification
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑weekly, ❑ full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal,signature, and date:
.......................................................................................
,
SEND THIS FORM&SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S. HWY 70
Swannanoa, NC 28778
Tlfu Fermitree rs-respon'sime-TO:r tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DViWR Use Only:
Flow from this project is tributary to: NCO039578

A&A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 18,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 0002 1967 8265
Jose Calderon
9 Overlook Circle
Asheville,NC 28803
Keith D. &Donna W. Prinz 7012 1010 00021967 8166
18 Concord Place
Asheville,NC 28803
Subject: NOTICE OF VIOLATION
NOV-2014-PC-0054 (Incident#201400417)
Illegal Discharge of Oil
9 Overlook Circle
Buncombe County,NC
Dear Mr. Calderon:
On March 4,2014,Tim Fox with The Division of Water Resources conducted an investigation at Dingle Creek in
Asheville,N.C. A visible oily sheen was observed in Dingle Creek. The oil sheen was followed to 9 Overlook
Circle Drive. As a result of this investigation,the following conditions were found on the property:
Fresh oil was observed on stained rocks near the stream. Oil was observed discharging into an unnamed
tributary to Dingle Creek. An empty plastic container used for removing fluids from vehicles was also observed
on the property.
Violations
As a result of the site inspection the following violations are noted:
(1) Oil Pollution and Hazardous Substances Control Act-Unlawful Discharge
Item I. Unlawful Discharge
G.S. 143-215.83 - It shall be unlawful, except as otherwise provided in this Part, for any person to discharge, or
cause to be discharged, oil or other hazardous substances into or upon any waters, tidal flats, beaches, or lands
-within this State, or into any sewer, surface water drain or other waters that drain into the waters of this State,
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:hftp:/Iportal.ncdenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

regardless of the fault of the person having control over the oil or other hazardous substances, or regardles;>,
whether the discharge was the result of intentional or negligent conduct, accident or other cause.
Required Response
This Office requests that you respond to this letter in writing within 15 days of receipt of this Notice. Your
response should be sent to the address below:
Water Quality Regional Operations—Asheville Regional Office
Attn: Tim Fox
2090 U.S. Highway 70
Swannanoa,NC 28778
Your response should address the following items:
1. Provide details of how the discharge of oil occurred.
2. Provide details of how any remaining oil was cleaned up from the property.
3. Submit steps to be taken to prevent future discharges.
Thank you for your attention to this matter. This office requires that the violations,as detailed above,be
abated immediately and properly resolved.
These violations and any future violations are subject to civil penalty assessments. The violations of the
Oil Pollution and Hazardous Substances Control Act are subject to civil penalties of up to $5,000 per
violation as per G.S. 143-215.88A. The violations are subject to civil penalties up to $25,000.00 per day
for each violation as per G.S. 143-215.6A(a)(2). Should you have any questions regarding these matters,
please contact Tim Fox at(828)296-4664.
Sincerely
G.Landon Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: McCray Coates—City of Asheville Stormwater Services
DWQ Central Files

MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 18, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED - 7012 1010 0002 1967 8258
North Carolina Wildlife Resources Commission
Attn: Powell Wheeler
20830 Great Smoky Mountains Expressway
Waynesville,NC 28786
Re: Water Supply Well Analytical Results
20830 Great Smoky Mountains Expressway
Haywood County,NC
Dear Mr. Wheeler,
Please find attached the analytical results for a water sample collected from the well located at
the address referenced above on January 8, 2014.. The water sample was submitted for
laboratory analyses of fecal coliform bacteria,total coliform bacteria, nitrates, semi-volatile
organic compounds(SVOCs), chlorinated pesticides,phosphorus-based pesticides,nitrogen-
based pesticides, acid herbicides,and selected metals.
No fecal coliform bacteria,total coliform bacteria, SVOCs,phosphorus-based pesticides,
nitrogen-based pesticides, or acid herbicides were detected in the water sample collected January
8th.Nitrates were detected at a concentration below any applicable State or federal standard.
Several naturally-occurring metals were detected in the water sample below applicable standards.
However, iron and manganese were detected above their North Carolina Administrative Code
(NCAC)Title 15A 2L .0202 groundwater standards. Dieldrin, a chlorinated pesticide,was
detected above the NCAC 21,groundwater standard.
The following table summarizes the results for parameters detected above their NCAC 2L
groundwater standards. The results are shown in units of micrograms per liter(µg/1) of water,
which is equivalent to part per billion(ppb).
WATER QUALITY REGIONAL OPERATIONS SECTION
North Carolina Division of Water Resources—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,N.C. 28778
Phone[phone]
FAX [phone]
Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer

Powell Wheeler
March 18,2014
Page 2 of 2
--------------------------
Iron 300 7,400
Manganese 50 240
Dieldrin 0.002 0.02 J
J indicates the parameter was detected above the laboratory's method detection limit,but below the
laboratory's practical quantitation limit.
Based on the detections of iron,manganese, and dieldrin,I requested that a Health Risk
Evaluation(HRE) of your water supply be performed by a toxicologist with the North Carolina
Department of Health and Human Services. The HRE,which is attached, recommends the water
not be used for drinking or cooking unless you install a water treatment system. In addition,the
HRE recommends limiting bathing and shower times to under ten minutes. This is the same HRE
provided to you in an email on February 28, 2014. If you have any questions regarding the HRE,
please contact Dr. Rudo at(919) 707-591 l
On February 25, 2014, I collected two soil samples from the area around the well house to
determine if the source of the dieldrin could be attributed to the application of a termiticide to the
foundation of the well house. The results are forthcoming. I will provide you a letter
summarizing the results when the analyses are complete.
If you have any questions,please contact me at(828)296-4684.
Sincerely,
Andrew Moore
Water Quality Regional Operations Section
Asheville Regional Office
Attachments:Laboratory Analytical Results
Health Risk Evaluation
cc: ARO/file
Haywood County Environmental Health Department

HAYWOODA Sample ID: AC03984
PO Number# 14G0001
o AROAP Date Received: 01/10/2014
£
Time Received: 07:30
lector. A MOORE
Region: ARID
Labworks LoginlD TASCENZO
Sample Matrix: GROUNDWATER Final Report Date: 2/17/14
Loc.Type:
Flti �"ReA rE Report Print Date: 02/20/2014
Emergency Yes/No VisitlD
COC Yes/No
Loc.Descr.: NC WILDLIFE RESOURCES COMMISSION
Location ID: 1C044BALSAMHATCHERY Collect Date: 01/08/2014 Collect Time: 13:51 Sample Depth
if this report is labeled preliminary report,the results have not been validated. Do not use for Regulatory purposes.
CAS# Analvte Name PQL Result/ Units Method Analysis Validated by
Qualifier Reference Date
LAB
Sample temperature at receipt by lab 3.0 °C 1/10/14 MSWIFT
NUT
NO2+NO3 as N in liquid 0.02 0.31 mg/L as N EPA 353.2 REV 2 1/10/14 CGREEN
Nitrate as N in liquid 0.02 0.30 mg/Las N EPA 353.2 REV 2 1/10/14 CGREEN
Nitrite as N in liquid 0.01 0.01 mg/L as N EPA 353.2 REV 2 1/10/14 CGREEN
SEM
Semivolatile Organics(BNAs)in liquid _TITLE_ ug/L EPA625/8270/3510 1/24/14 NGOOD
62-53-3 Aniline 12 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
108-95-2 Phenol 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
4-4 Bis(2-chloroethyi)ether - 10 Not detected ug/L EPA625/8270/3510 1/24114 NGOOD
95-57-8 Chlorophenol,2- 10 Not detected ug/L EPA625/8270/3510 1124/14 NGOOD
541-73-1 Dichlorobenzene, 1,3 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
106-46-7 Dichlorobenzene, 1,4- 10 Not detected ug/L EPA625/827013510 1/24/14 NGOOD
100-51-6 Benzyl alcohol 30 Not detected J2 ug/L EPA6251827013510 1/24/14 NGOOD
95-50-1 Dichlorobenzene, 1,2- 10 Not detected ug/L EPA625/8270/3510 1/24114 NGOOD
95-48-7 Methylphenol,2- 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
39638-32-9 BIs(2-chloroisopropyl)ether 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
106-44-5 Methylphenol,4- 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
621-64-7 N-nitrosodi-n-propylamine 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
67-72-1 Hexachloroethane 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
98-95-3 Nitrobenzene 10 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
78-59-1 Isophorone 10 Not detected ug/L EPA625/8270/3510 1124/14 NGOOD
88-75-5 Nitrophenoi,2- 10 Not detected ug/L EPA625/827013510 1/24/14 NGOOD
105-67-9 Dimethylphenol,2,4- 10 Not detected ug/L EPA625/8270/3510 1/24114 NGOOD
65-85-0 Benzoic acid 50 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
111-91-1 Bis(2-chloroethoxy)methane 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
120-83-2 Dichlorophenol,2,4- 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
120-82-1 Trichlorobenzene, 1,2,4- 10 Not detected ug/L EPA625/8270/3510 1/24114 NGOOD
91-20-3 Naphthalene(SV) 10 Not detected ug/L EPA625/8270/3510 1/24114 NGOOD
1.^ 47-8 Chloroaniline,4- 12 Not detected ug/L EPA625/8270/3510 1/24114 NGOOD
`3 HemkIllorobutadiene(SV) 10 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
Laboratory Section 1623 Mail Service Center,Raleigh,NC 27699-1623 [phone]
For a detailed description ofthe qualifier codes refer to nip oom.nmenr—/web/w /w/ab/ fl /wd..ist b n
Page 1 of 6

NC OWQ Ga6oratorySection 1&sufts
Location ID: 1C044BALSAMHATCHERY Sample ID: AC03984 Collect Date: 01/08/2014 Collect Time;; 11.
SEM
Result/ Method Analysis
CAS# Analyte Name PQL Units validates.
Qualifier Reference Date
59-50-7 Chloro-3-methyl phenol,4- 15 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
91-57-6 Methylnaphthalene,2- 10 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
77-47-4 Hexachlorocyclopentadiene 12 Not detected ug/L EPA625/8270/3510 1/24114 WOOD
88-06-2 Trichlorophenol,2,4,6- 10 Not detected ug/L EPA625/827013510 1/24/14 WOOD
95-95-4 Trichlorophenol,2,4,5- 12 Not detected ug/L EPA625/8270/3510 1124/14 NGOOD
91-58-7 Chloronaphthalene,2- 10 Not detected- ug/L EPA625/8270/3510 1/24/14 WOOD
88-74-4 Nitroaniline,2- 10 Not detected ug/L EPA625/827013510 1/24/14 WOOD
131-11-3 Dlmethyl phthalate 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
208-96-8 Acenaphthylene 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
606-20-2 Dinitrotoluene,2,6-. 10 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
99-09-2 Nitroaniline,3- 50 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
83-32-9 Acenaphthene 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
51-28-5 Dinitrophenol,2,4- 50 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
100-02-7 Nitrophenol,4- 50 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
132-64-9 Dibenzofuran 10 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
121-14-2 Dinitrotoluene,2,4- 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
84-66-2 Diethyl phthalate 10 Not detected ug/L EPA62518270/3510 1/24/14 NGOOD
7005-72-3 Chlorophenyl phenyl ether,4- 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
86-73-7 Fluorene 12 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
100-01-6 Nitroaniline,4- 50 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
534-52-1 Dinitro-2-methyl phenol,4,6- 50 Not detected ug/L EPA625/8270/3510 1/24114 NGOOD
86-30-6 N-nitrosodiphenylarnine 10 Not detected J2 ug/L EPA625/8270/3510 1/24/14 WOOD /
101-55-3 Bromophenyl phenyl ether,4- 10 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
118-74-1 Hexachlorobenzene 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
87-86-5 Pentachlorophenol 30 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
85-01-8 Phenanthrene 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
120-12-7 Anthracene 10 Not detected ug/L EPA625/827013510 1/24114 WOOD
84-74-2 Di-n-butyl phthalate 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
206-44-0 Fluoranthene 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
129-00-0 Pyrene 10 Not detected ug/L EPA625/827013510 1124/14 WOOD
85-68-7 Butylbenzyl phthalate 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
91-94-1 Dichlorobenzidine, 3,3'- 30 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
56-55-3 Benzo(a)anthracene 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
218-01-9 Chrysene 10 Not detected ug/L EPA62518270/3510 1/24/14 NGOOD
117-81-7 BIS(2-ethylhexyl)phthalate 10 Not detected ug/L EPA625/8270/3510 1/24114 WOOD
117-84-0 DI-n-Octyl phthalate 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
205-99-2 Benzo(b)fluoranthene 10 Not detected ug/L EPA62518270/3510 1124/14 WOOD
207-08-9 Benzo(k)fluoranthene 10 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
50-32-8 Benzo(a)pyrene 10 Not detected ug/L EPA625/8270/3510 1/24114 WOOD
193-39-5 Indeno(1,2,3-cd)pyrene 15 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
53-70-3 Dibenz0(a,h)anthracene 15 Not detected ug/L EPA625/8270/3510 1/24/14 WOOD
191-24-2 Benzo(g,h,i)perylene 15 Not detected ug/L EPA625/8270/3510 1/24/14 NGOOD
Laboratory Section>>1623 Mail Service Center,Raleigh,NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to Litp://oar.�i.nceenr oralwehiwa/iaolstafinflolce:haststaoa:a aua=Fer cedes mcu/l oorcaLncaencoreiwcaNwalah/scar,a+rechass se>
Page 2 of 6

NC O WQ Ga6oratory Section&suits
1C0446ALSAMHATCHERY Sample ID: AC03984 Collect Date: 61/08/2014 Collect?ime:: 13:51
Analyte Name PQL Result/ Units Method Analysis Validated by
Qualifier Reference Date
120-82-1 Chlorinated Pesticides in Liquid _TITLE_ ug/L EPA608 1/21/14 JHAYES
15972-60-8 Alachlor 0.28 Not detected ug/L EPA608 1/21/14 JHAYES
309-00-2 Aldrin 0.06 Not detected ug/L EPA608 1/21/14 JHAYES
319-84-6 BHC-Alpha 0.03 Not detected ug/L EPA608 1121/14 JHAYES
319-85-7 BHC-Beta 0.03 Not detected ug/L EPA608 1/21/14 JHAYES
319-86-8 BHC_Delta 0.06 Not detected ug/L EPA 608 1/21/14 JHAYES
58-89-9 BHC-Gamma(Lindane) 0.03 Not detected ug/L EPA608 1/21/14 JHAYES
57-74-9 Chlordane,Technical 0.5 Not detected ug/L EPA608 1/21/14 JHAYES
5103-71-9 Chlordane,Alpha 0.03 Not detected ug/L EPA 608 1/21/14 JHAYES
5103-74-2 Chlordane,Gamma 0.03 Not detected ug/L EPA608 1/21/14 JHAYES
3734-48-3 Chlordene 0.03 Not detected ug/L EPA608 1/21/14 JHAYES
510-15-6 Chlorobenzilate 0.48 Not detected ug/L EPA608 1/21/14 JHAYES
1861-32-1 DCPA 0.03 Not detected ug/L EPA608 1/21/14 JHAYES
53-19-0 DDD 2,4 0.06 Not detected ug/L EPA 608 1/21/14 JHAYES
72-54-8 DDD 4,4 0.03 Not detected ug/L EPA608 1/21114 JHAYES
3424-82-6 DDE 2,4 0.05 Not detected ug/L EPA 608 1/21114 JHAYES
72-55-9 DDE 4,4 0.03 Not detected ug/L EPA 608 1/21/14 JHAYES
789-02-6 DDT 2,4 0.05 Not detected ug/L EPA608 1/21/14 JHAYES
50-29-3 DDT 4,4 0.03 Not detected ug/L EPA 608 1/21114 JHAYES
6rl-e7-1 Dieldrin 0.03 0.02 J9 ug/L EPA 608 1/21/14 JHAYES
8-8 Endosulfan I 0.03 Not detected ug/L EPA 608 1/21/14 JHAYES
33213-66-9 Endosulfan ll 0.03 Not detected ug/L EPA608 1121/14 JHAYES
1031-07-8 Endosulfan sulfate 0.03 Not detected ug/L EPA608 1/21/14 JHAYES
72-20-8 Endrin 0.03 Not detected ug/L EPA608 1/21114 JHAYES
7421-93-4 Endrin Aldehyde 0.06 Not detected ug/L EPA 608 1/21/14 JHAYES
53494-70-5 Endrin Ketone 0.03 Not detected ug/L EPA608 1/21/14 JHAYES
2593-15-9 Ethazole 0.09 Not detected ug/L EPA608 1/21/14 JHAYES
76-44-8 Heptachlor 0.06 Not detected ug/L EPA608 1/21/14 JHAYES
1024-57-3 Heptachlor epoxide 0.03 Not detected ug/L EPA 608 1/21/14 JHAYES
118-74-1 Hexachlorobenzene(Pest) 0.02 Not detected ug/L EPA608 1/21/14 JHAYES
2385-85-5 Mirex 0.03 Not detected ug/L EPA608 1/21/14 JHAYES
39765-80-5 Trans Nonachlor 0.05 Not detected ug/L EPA608 1/21/14 JHAYES
27304-13-8 Oxychlordane 0.05 Not detected ug/L EPA608 1/21/14 JHAYES
52645-53-1 MixedPermethrin 1.20 Not detected ug/L EPA608 1/21/14 JHAYES
1918-16-7 Propachlor 0.54 Not detected ug/L EPA608 1/21/14 JHAYES
117-18-0 Tecnazene 0.03 Not detected ug/L EPA 608 1/21/14 JHAYES
1582-09-8 Trifluralin 0.05 Not detected ug/L EPA608 1/21/14 JHAYES
12674-11-12 Aroclor 1016 1 Not detected ug/L EPA 608 1/21/14 JHAYES
11104-28-2 Aroclor 1221 1 Not detected ug/L EPA608 1/21/14 JHAYES
11141-16-5 Aroclor 1232 1 Not detected ug/L EPA 608 1/21/14 JHAYES
-9-21-9 Aroclor 1242 1 Not detected ug/L EPA608 1/21/14 JHAYES
Laboratory Section»1623 Mail Service Center,Raleigh,NC 27699-1623 (919)7333908
For a detailed description of the qualifier codes refer to nt:t o,rrai,ncaencore/web�wanab�-tae fl h-n utaoat a• sir; C de<ht:�yorc i nmen ore/wenlwg/lablst�rintiohechassst>
Page 3 of 6

.9VC DWQ Ga6oratory Section 1&sufts
Location ID: 1C044BALSAMHATCHERY Sample ID: AC03984 Collect Date: 01/08/2014 Collect Time:: 13e.
PES
Result) Method Analysis yalidatea�
CAS# Analvte Name PQL Qualifier Units Reference Date
12672-29-6 Aroclor 1248 1 Not detected ug/L EPA608 1/21/14 JHAYES
11 0 97-6 9-1 Aroclor 1254 1 Not detected ug/L EPA608 1121/14 JHAYES
11 0 9 6-8 2-5 Aroclor 1260 1 Not detected ug/L EPA608 1121/14 JHAYES
37324-23-5 Aroclor 1262
1 Not detected ug/L EPA608 1/21/14 JHAYES
8001-35-2 Toxaphene
3 Not detected ug/L EPA608 1/21/14 JHAYES
Acid Herbicides in liquids _TITLE_._ ug/L EPA 615 1/22114 JHAYES
50594-66-6 Acifluorfen(Blazer) 0.33 Not detected J2 ug/L EPA 615 1/22114 JHAYES
25057-89-0 Bentazon 0.42 Not detected ug/L EPA 615 1/22/14 JHAYES
94-75-7 2,4-D
0.45 Not detected J2 ug/L EPA 615 1/22J14 JHAYES
94-82-6 2,4-DB
1.35 Not detected ug/L EPA 615 1/22114 JHAYES
1918-00-9 Dicamba 0.15 Not detected J2 ug/L EPA 615 1/22114 JHAYES
51-36-5 3 5-Dichlorobenzoic Acid 0.18 Not detected ug/L EPA 615 1/22/14 JHAYES
120-36-5 Dichlorprop
0.54 Not detected ug/L EPA615 1/22114 JHAYES
e8-85-7 Dinoseb
0.63 Not detected ug/L EPA 615 1/22114 JHAYES
100-02-7 4-Nitrophenol(Pest) 0.24 Not detected J2 ug/L EPA 615 1/22114 JHAYES
87-86-5 Pentachlorophenol(PCP) 0.09 Not detected ug/L EPA 615 1/22/14 JHAYES
93-76-5 2,4,5-T
0.18 Not detected J2 ug/L EPA 615 1122J14 JHAYES
93-72-1 2,4,5-TP(SIIvex) 0.18 Not detected ug/L EPA 615 1/22/14 JHAYES
886-50-0 Phosphorus based Pesticides in Liquid TITLE_ ug/L EPA 614 1115/14 JHAYES
786-19-6 Carbophenothion 0.80 Not detected ug/L EPA614 1/15/14 JHAYES
2921-88-2 Chlorpyrifos 0.40 Not detected ug/L EPA614 1/15/14 JHAYES
78-4e-8 DEF(Oxidized merphos)
0.40 Not detected ug/L EPA614 1/15/14 JHAYES
126-75-0 Demeton 0.80 Not detected ug/L EPA614 1/15/14 JHAYES
62a3-7 Dichlorvos
0.6 Not detected ug/L EPA614 1/15/14 JHAYES
333-41-5 DIBZIIIon
0.40 Not detected ug/L EPA614 1/15/14 JHAYES
60-51-5 Dlmethoate 1.6 Not detected J2 ug/L EPA 614 1/15114 JHAYES
298-04-4 Disulfoton 0.9 Not detected ug/L EPA614 1/15/14 JHAYES
2497-06-5 Disulfoton Suifone 0.40 Not detected ug/L EPA614 1/15/14 JHAYES
2497-07-6 Disulfoton Sulfoxide 10. Not detected ug/L EPA614 1/15/14 JHAYES
2104-64-5 EPN 0.40 Not detected ug/L EPA614 1/15/14 JHAYES
563-12-2 Ethion 0.40 Not detected ug/L EPA614 1/15/14 JHAYES
13194-48-4 Ethoprop
0.40 Not detected ug/L EPA614 1/15/14 JHAYES
55-38-9 Fenthion 0.40 Not detected ug/L EPA614 1115/14 JHAYES
115-90-2 Fensulfothion 6 Not detected J2 ug/L EPA 614 1115/14 JHAYES
121-75-5 Marathion
0.5 Not detected ug/L EPA 614 1/15/14 JHAYES
6923-22-4 Monocrotophos 1.0 Not detected ug/L EPA614 1/15114 JHAYES
300-76-5 Naled 3.0 Not detected ug/L EPA614 1/15/14 JHAYES
56-38-2 Ethyl Parathion 0.40 Not detected ug/L EPA614 1/15/14 JHAYES
298-00-0 Methyl Parathion 0.40 Not detected ug/L EPA614 1/15114 JHAYES
7786-34-7 Mevinphos 0.9 Not detected ug/L EPA614 1/15/14 JHAYES
298-02-2 Phorate 0.40 Not detected ug/L EPA614 1/15/14 JHAYES
299-84-3 Ronne)
0.40 Not detected ug/L EPA 614 1/15/14 JHAYES
Laboratory Section>>1623 Mail Service Center,Raleigh,NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to taw/Portal-denr�jvreblw ia�stasi H k-�•z'stpoata QuaFfer Code,<htc'{for_ncdenr are/webhva!' nafinHnhechassist>
Page 4 of 6
....._.....

AV 1n/WQ Laboratory Section&suits
1C044BALSAMHATCHERY Sample ID: AC03984 Collect Date: 01/08/2014 Collect Time:: 13:61
Analyte Name PQL Result/ Units Method AnalvsiS Validated by
— Qualifier Reference Date
24-5 Sulfotepp 0.40 Not detected ug/L EPA614 1/15/14 JHAYES
13071-79-9 TerbufoS 0.6 Not detected ug/L EPA614 1/15/14 JHAYES
2675-77-6 Nitrogen based Pesticides in Liquid TITLE_ ug/L EPA619 1/16/14 JHAYES
834-12-8 Ametryn 9 Not detected ug/L EPA 619 1/16/14 JHAYES
1610-17-9 Atraton 9 Not detected ug/L EPA619 1/16/14 JHAYES
1912-24-9 Atrazine 9 Not detected ug/L EPA619 1/16/14 JHAYES
314-40-9 Bromacil 27 Not detected ug/L EPA619 1/16/14 JHAYES
23184-66-9 Butachlor 24 Not detected ug/L EPA619 1/16114 JHAYES
2008-41-5 Butylate 9 Not detected ug/L EPA619 1/16/14 JHAYES
101-21-3 chlorpropham 33 Not detected ug/L EPA619 1/16/14 JHAYES
21725-46-2 Cyanazine 9 Not detected ug/L EPA619 1/16/14 JHAYES
1134-23-2 Cycloate 9 Not detected ug/L EPA 619 1/16/14 JHAYES
957-51-7 Diphenamid 9 Not detected ug/L EPA619 1/16/14 JHAYES
759-94-4 EPTC(Eptam) 9 Not detected ug/L EPA619 1/16/14 JHAYES
60168-88-9 Fenarimol 12 Not detected ug/L EPA619 1/16/14 JHAYES
59756-60-4 Fluridone 80 Not detected ug/L EPA619 1/16/14 JHAYES
51235-04-2 Hexazinone 6 Not detected ug/L EPA619 1/16/14 JHAYES
000950-35-6 Methyl Paraoxon 9 Not detected ug/L EPA 619 1/16/14 JHAYES
51218-45-2 Metolachlor 18 Not detected ug/L EPA619 1/16/14 JHAYES
21087-64-9 Metribuzin 18 Not detected ug/L EPA619 1/16/14 JHAYES
27"?767-1 Molinate 9 Not detected ug/L EPA 619 1/16/14 JHAYES
-,J-99-7 Napropamide 15 Not detected ug/L EPA619 1/16/14 JHAYES
27314-13-2 Norflurazon 12 Not detected ug/L EPA619 1/16/14 JHAYES
1114-71-2 Pebulate 9 Not detected ug/L EPA619 1/16/14 JHAYES
1610-18-0 Prometon 9 Not detected ug/L EPA619 1/16/14 JHAYES
7287-19-6 Prometryn 9 Not detected ug/L EPA619 1/16/14 JHAYES
23950-58-5 Pronamide 33 Not detected ug/L EPA619 1/16/14 JHAYES
139-40-2 Propazine 9 Not detected ug/L EPA619 1/16/14 JHAYES
1014-70-6 Simetryn 9 Not detected ug/L EPA 619 1/16/14 JHAYES
5902-51-2 Terbacil 15 Not detected ug/L EPA619 1/16/14 JHAYES
34014-18-1 Tebuthiuron 30 Not detected ug/L EPA619 1/16/14 JHAYES
886-50-0 Terbutryn 9 Not detected ug/L EPA619 1/16/14 JHAYES
43121-43-3 Triadimefon 9 Not detected ug/L EPA 619 1/16/14 JHAYES
41814-78-2 Tricyclazole 48 Not detected J2 ug/L EPA 619 1/16/14 JHAYES
961-11-5 Tetrachlovinphos 6 Not detected ug/L EPA619 1116/14 JHAYES
1929-77-7 Vernolate 9 Not detected ug/L EPA619 1116/14 JHAYES
2675-77-6 Chloroneb 0.21 Not detected ug/L EPA608 1/21114 JHAYES
1897-45-6 Chlorothalonil 0.2 Not detected ug/L EPA608 1/21/14 JHAYES
72-43-5 Methoxychlor 0.15 Not detected ug/L EPA608 1/21/14 JHAYES
Laboratory Section>>1623 Mail Service Center,Raleigh,NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to nto:/! QuatiRer Codes<hto.'/!oo^.zi.ncdenr.ora/web!wa�ablstafirifio/sechazstst>
Page 5 of 6

9VC O WQ Laboratory Section 4Z�sufts
Location ID: 1C044BALSAMHATCHERY Sample ID: AC03984 Collect Date: 0 1/0 612 01 4 Collect Time:: 13:
PES
Result/ Method Analysis yaGdateo,
CAS# Analyte Name PQL Qualifier Units Reference Date
Sample Comments
PES-ONP-J2-estimated-1 analyte failed<LCL in the CV2.
PES-OPP-J2-estimated-2 analytes failed<LCL in the CV2.
SEMI:SV-J2-estimated-1 analyte(s)failed<LCL in the CV2NSI.
SEMI:SV-J2-estimated-1 analyte(s)failed to meet curve fit criteria.
PES-OCP-J9-estimated-1 analyte is<PQL but>MDL.
PES:AH-J2-estimated-5 analytes failed<LCL in the LCS.
r�
Laboratory Section»1623 Mail Service Center,Raleigh,NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to ht: -Locdenrco web/wa/labf tafinfiohriwssizt#nat au rF Cod«hto'/�oo^I nCdenr.o wet/ug(lab,tafin'otm<hass!sts
Page 6 of 6

HAYWOOD A, Sample ID: AC04000
'n } PO Number# ARO
t To AROAP � o Date Received: 01/08/2014
ollector. A MOORE Cl_
# Time Received: 16:30
Region: ARp Labworks LoginlD KJIMISON2
Sample Matrix: GROUNDWATER Final Report Date: 2/5/14
Loc.Type: WATER SUPP Report Print Date: 02/20/2014
Emergency Yes/No Visitio
CDC Yes/No
Loc.Descr.: NC WILDLIFE RESOURCES COMMISION
Location ID: 1CO44BALSAMHATCHERY Collect Date: 01/08/2014 Collect Time: 13:61 Sample Depth
if this report is labeled preliminary report,the results have not been validated. Do not use for Regulatory purposes.
CAS# Analyte Name PQL Result/ Units Method Analysis validated by
Qualifier Reference Date
Others
Sample temperature at receipt by lab 2.8 °C 1/8/14 RBYRD
Coliform, MF Fecal in liquid 1 1 B2 CFU/100ml APHA9222D-20th 118/14 CGREEN
Coliform, MF Total in liquid 1 1 B2 CFU/100ml APHA9222B-20th 1/8/14 CGREEN
Laboratory Section>>1623 Mail Service Center,Raleigh,NC 27699-1623 (919)7333908
For a detailed description of the qualifier codes refer to hto:/.+oo[tai.nceenr,arw,eb/ 3o staen'o echaszistaeata nua fie Code,<hto;/1�0,,. Incdenr.are/web w iab,tafinfichechassst>
Page 1 of 1

n DWk4aborutat Sectxdf wIis
HAYWOOD Sample ID.;
AC03905
astn PO T+Iurriber 1400009
"Art Td AROAP bate Received; q1"ffQ%2Q14
Collector: A M069
Time.Receive—d 07:3O;i
tabworks Login, TAS,CENZO.
Regi©rtt AR0 tt i tilt Ct 1 V Final ROMDatd: 2*0114.
Sample Matrix: .GROUNDWATER
Loa Type;. Ffi[i1l R4p01't';
Report Print Date;.; U212012014
Emergency Yes/No V"I.s tlD:
COG Ye"slW
Loc.0"cr.>; NC.VAL©LIFE RESOUMM.COMMISSION
LOcalion ID: 1C044BALSAMHATCHiERY O alle9t DOtc 01108/2014" CollectT ms: I&S.1 $ampte Depth`.
If this-report is labeled preliminary report,the results.have not been vatldafsd Do,not use,for Regulatory purposes..
C "#_ Analute Name: a SUIV LM Methotl bA sis va�faafE�by
Qualifier Referehce: Date"
LAB
Sample temperatureatTeCeipt by lab, ^c 1110114 MSWIFT
MET
7440-22>4 Ag by 4PM 1;,0 1,.0 a 401L EPA>26DA 11.07M4 ESTAFFt3�tLi1
74 Ai�y'fQ.Pr, $ uglL EPA 2W 1 14 ESTAFF.QRQ1
/3S by 49/L L ICPMS 2.0 2,0 U PA 200:t1 1/11114 eSTAFF4RD1
7440�8-2 _ .
7440463. B1 by IGP 10' _.. 94. ...._ ug/L EFA200:7 %i5(14 . ESTAFFORDI._..
7440 70:2 Ga by ICP 0.1 or. 14 mgfL EPA200.7 11104 ESTAFFORDI
7440.43-E Cd bylOPMS O. t3 0.50;U ug1L EPAIOOS. 111;711.4 ESTAFFORD7
�44U 47=3 ,[ ? I.GPIVIS 10 10• ug1t. EMMA 3117114 ESTAFFORDI
Cu by-ICP-S 20 _ 2t
��40-5U-S uitiL EPA2001 1/21114 ESTAFFQRDI '
7439.80-6 Fe 4y I..CP' S0' 7400 UOL, EPA200.7 1115/14 EsT PFOR01
7440-097 K by:IGP Q;10 2.1 rrg1L EPA200;T 1115114 ESTAFFORp1
7439 95-4: Mg;ktjr IGP 0'10 3 2 n1J1L EPA 2a,7 1TI5114 ESTAFPQR51
743J-96 5 1t1111"by IGP 'qQ ug?L EPA 00.7' 1"14 ESTAFFORQ1
744D-23-.5 Na by 10P 0;10 44 m9/L EPA 2001 111,644 t $UFF0001
7440-0Z0 NI by ICF'MS 2 0 Zo U: uglL: EPA200.$ 1117114 ESTAFFORDI
7439-92-:1. Pb by IGISMS 2;x0 1.9 !xg/L EPA2 QA '1117114 ESTAFFQRDI
7782-49 2 Se by tGPMS 5d0 ;0 U uglt EPA.2001. VI'M4 ESTAFFQRb1
7440-66-6 Zn by IGPMS I:0 t6 ug/L EPA'OOA 1147114 ESTAFFORD1
Laboratory Sectian�1$9823.Mail"Seri toe Centek,"Raleigh,;NC 27699-1623 (9119}"133.3908
Foa-atletaite�#descom nfffiai]aBYlfierf;ud�3Ykfierinfii-r-��`. :n Di.., rw rs&�-�eo ieetrav -.s`Ea 9 �i�aaNs .a ra nstafihn nxs�is:.._
Page I of 1

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28/2014 03:35 9198704807 QEEB MERA PAGE 01rr02
'NO6 Carolina Division of Public Health
OccupatlOD21 and NNirow ental Epidemiology Brach,Epidemiology Seolaen
L' IIY Q►MGANIC CHEMICAL ANALYSIS REPORT
Prlvare welt water information stud recommendations
County:_ � Name: �11�� f Sample i�d Number; d _
Location: I aU j 61'8�ruA ,6i/t Vvee f �U►M ik i%1�n4+ ��a,
Reviewer
ANAL` S REPORT
Xoctr well water was tested.for 1.5-motals,plus nitrates,nitrites,and p1l. The results were evaluated using the
federal drinking water standards. The PH is a measwe of the acidity of the water, Drhddng water may
contain substances that can occur naturally in water or can be introduced into the water fxom manmade
sources,
TEST RESULTS AND US7Ci REComMC+NDA'HONS
Your well water meets federal drir►1cir,g water standards. Yom water cau,be used for drinking,cooking,
washing, cleaning,bathing,and showering.
The following substance(s)dxceeded federal drinking water standards. Your water can be used far
drinking, cooping,washing,oleanimg,bathing,and showering, but aesthed problems such as bad taste,odor,
staining ofporoelain,ote.may oee< r. you m4y want to i>nstall a household water treatment"into address
aesthetic problems.
Barium jiadiitinm thmmium pluaridc ]ranI Ma ium
Mast attesc Seleinium SiFver 5odiwn Zino H
ZTW f'olluwi q substance(s)exceeded federal ri ' i -�>tdc ng ova telr steoda�ls.'4'Ve xecolxlitte>,xd that your well
water not be used for drinking and cooking,unless you install a water treatmont system to r >r�mg.the circle
substance(s).
S 4rva�r '`th+�J tic 1c MtrQo�S• ..
Arsenic Barium
Cadmium autn Co er Fluoride bead an
an na Merc NitratWitrite Selenium Silyer Sodium Vino i� fir
--V/Re-sxn li is recommended i
__...�._.. F .... ,,. ., A.ts months,
Fast-ir Fax Norte 7671TO
,tg{a sort From ),r, A et, 44 , miirlute,grid IS wiauW ample inside the house
col t )j A.
Me and a 15 minute sample at the well head to -
Phane# Phone#
Fax It . l "'I Q7•-� Fax#
RATIONS
,ld.outin$well water sampfina for the above substances is recommended every two to throe years. sample Your well water when there is a known problem or contamination in your area,after repairs or replacement of
Your well,or after a flooding event. Contact your local health department for sampling instructions.
For further information please contact your county Stealth departwout or the Oceerpatxonal and Eitvirournentat —
y Epidemiology Bramnck at 919-707-5900,
�} RevlaedJnnrrary,7,Oit

IVA
-WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvada, III
Governor Director Secretary
March 18, 2014
Sapphire Lakes Group, LLC
The Honorable Mark Meadows,Manager&
Kimberly R. Coward, Registered Agent
Post Office Box 1918
Cashier,NC 28717
Subject: Incident Closure
Burlingame Development
NOV-2014-PC-0017
Transylvania County
Dear Mr. Meadows and Ms. Coward:
I completed a follow-up inspection at the subject site on March 5,2014 related to the Notice of
Violation and Recommendation for Enforcement NOV-2014-PC-0017.
The sediment and erosion control work performed have satisfactorily resolved the concerns related
to water quality impacts on the site.
Your attention and cooperation is greatly appreciated. Should you have any questions regarding
this matter or other water quality issues or concerns,please contact me at(828) 296-4650 or
chuck.cranfordna,ncdenr.gov .
Sincerely,
Chuck Cranford "
Assistant Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: Karen Higgins-401 and Buffer Permitting Unit
Laura Herbert -Division of Energy,Mineral, and Land Resources
ARO File Copy
G:\WR\WQ\Transylvania\Complaints\BurlingameWO VClosure.03.18.14.docx
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone]\FAX:[phone]
Internet:http://portal.nodenr.org/web/wq
An Equal Opportunity\Affirmative Action Employer

WDENR
North Carolina.Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 19,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 0002 1965 9639
Mr. Aaron Hamlin
Wedgefield Acres Mobile Home Park
558 Pond Road
Asheville,North Carolina 28806
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.1(a)(6)
and NPDES Permit NCO062634
Wedgefield Acres Mobile Home Park
Wedgefield Acres MHP WWTP
Case No. LV-2014-0026
Buncombe County
Dear Mr. Hamlin:
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of$597.50
($450.00 civil penalty+ $147.50 enforcement costs) against Wedgefield Acres Mobile Home Park.
This assessment is based upon the following facts: a review has been conducted of the discharge
monitoring report (DMR) submitted by Wedgefield Acres Mobile Home Park for the month of
November 2013. This review has shown the subject facility to be in violation of the discharge
limitations and/or monitoring requirements found in NPDES Permit NC0062634. The violations
which occurred in November 2013 are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of lava that Wedgefield Acres Mobile Home
Park violated the terms, conditions or requirements of NPDES Permit NCO062634 and G.S. 143-
215.1(a)(6)in the manner and extent shown in Attachment A. In accordance with the maximums
established by G.S. 143-215.6A(a)(2),a civil penalty may be assessed against any person who
violates the terms, conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above fmdings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Resources, I, G. Landon Davidson, Division of Water Resources
Regional Supervisor for the Asheville Region, hereby make the following civil penalty assessment
against Wedgefield Acres Mobile Home Park:
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.nodenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

2 of the 2 violations of G.S. 143-215.1(a)(6)and NPDES Permit No.
$200.00 NC0062634,by discharging waste water into the waters of the State
in violation of the Permit Daily Maximum limit for TSS -Conc.
_ OO �1 of the 1 violations of G.S. 143-215.1 a 6 and NPDES Permit No.
$250.00 NC0062634,by discharging waste water into the waters of the State
in violation of the Permit Monthly Average limit for TSS - Conc.
$450.00 TOTAL CIVIL PENALTY
$147.50 Enforcement Costs
$597.50 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282.1(b),which are:
(1) The degree and extent of harm to the natural resources of the State,to the public health, or
to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures. '
Within thirty days of receipt of this notice,you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s). Please submit payment to the
attention of:
Point Source Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
OR
2. Submit a written request for remission or mitigation including a detailed justification
for such request:
Please be aware that a request for remission is limited to consideration of the five factors listed
below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty
assessment document. Because a remission request forecloses the option of an administrative

_ing, such a request must be accompanied by a waiver of your right to an administrative
_.earing and a stipulation and agreement that no factual or legal issues are in dispute. Please
prepare a detailed statement that establishes why you believe the civil penalty should be
remitted, and submit it to the Division of Water Resources at the address listed below. In
determining whether a remission request will be approved,the following factors shall be
considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 14313-282.1(b)
was wrongfully applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from
the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted
in writing. The Director of the Division of Water Resources will review your evidence and inform
you of his decision in the matter of your remission request. The response will provide details
regarding the case status, directions for payment, and provision for further appeal of the penalty to
the Environmental Management Commission's Committee on Civil Penalty Remissions
(Committee). Please be advised that the Committee cannot consider information that was not part
of the original remission request considered by the Director. Therefore, it is very important that
you prepare a complete and thorough statement in support of your request for remission.
In order to request remission,you must complete and submit the enclosed"Request for Remission
of Civil Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts form
within thirty(30)days of receipt of this notice. The Division of Water Resources also requests that
you complete and submit the enclosed"Justification for Remission Request." Both forms should
be submitted to the following address:
Point Source Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
OR
3. File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition
for an administrative hearing. You may obtain the petition form from the Office of Administrative
Hearings. You must file the petition with the Office of Administrative Hearings within thirty(30)
days of receipt of this notice. A petition is considered filed when it is received in the Office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m., except for
official state holidays. The original and one(1) copy of the petition must be filed with the Office
of Administrative Hearings. The petition may be faxed-provided the original and one copy of the
document is received in the Office of Administrative Hearings within five(5)business days

following the faked transmission. The mailing address for the Office of Administrative Hearin,,,,
is: \
Office of Administrative Hearings
6714 Mail Service Center �
Raleigh,North Carolina 27699-6714
Telephone[phone] Facsimile: [phone]
and
Mail or hand-deliver a copy of the petition to -
General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,North Carolina 27699-1601
Please indicate the case number(as found on page one of this letter)on the petition.
Failure to exercise one of the options above within thirty(30)days of receipt of this letter, as
evidenced by an internal date/time received stamp (not a postmark),will result in this matter being
referred to the Attorney General's Office for collection of the penalty through a civil action. Please
be advised that additional penalties may be assessed for violations that occur after the review
period of this assessment.
If you have any questions,please contact Janet Cantwell of the Water Quality staff of the
Asheville Regional Office at 828-296-4500.
Sincerel
G. Landon Davidson, P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
ATTACHMENTS
cc: WQ Regional Supervisor w/attachments
NPDES Point Source w/attachments
WQ Central Files w/attachments
James&James Environmental/ORC w/attachments
G:', iWR'; Q\BtincorribeiG4'astew,itee�N inors\ edgetield Acres MHP 62634TV-2014-0026.doe
(Prior NQV 2014.1.-V-0070} �`

JUSTIFICATION FOR REMISSION REQUEST
DWQ Case Number: LV-2014-0026 County: Buncombe
Assessed Party: Wedgefield Acres Mobile Home Park
Permit No.: NC0062634 Amount Assessed: $597.50
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts"
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s)occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. § 143B-282.1(c),remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please check each factor that you believe applies to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies(attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.1(b)were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed in the civil
penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident(i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
_ (e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i.e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:

E OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF BUNCOMBE
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
WEDGEFIELD ACRES MHP )
PERMIT NO.NCO062634 ) FILE NO. LV-2014-0026
Having been assessed civil penalties totaling$597.50 for violation(s)as set forth in the
assessment document of the Division of Water Resources dated March 19, 2014,the undersigned,
desiring to seek remission of the civil penalty, does hereby waive the right to an administrative hearing
in the above-stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the Director of the Division of Water Resources within thirty(30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be
allowed after(30) days from the receipt of the notice of assessment.
This the day of ,20
SIGNATURE
ADDRESS
TELEPHONE

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 19, 2014
Mr. Andy Price, LFMC POA President
Linville Falls Club Property Association Inc.
45 Blue Ridge Drive
Marion, North Carolina 28752
Subject: NOTICE OF VIOLATION
NOV-2014-LV-0107
Permit No. NCO080098
Linville Falls Mountain Club and Preserve WWTP
McDowell County
Dear Mr. Price:
A review of Linville Falls Mountain Club and Preserve's WWTP monitoring report for November
2013 showed the following violation:
Parameter Date Limit Value Reported Value Limit Type
Solids, Total Suspended - 11/14/2013 7.5 mg/I 10 mg/I Daily Maximum
Concentration Exceeded
It was also noted that the Compliance box on the back of the DMR was marked "Compliant"when in
fact it should have been marked "Non-Compliant"with an explanation for the non-compliance.
Remedial actions should be taken to correct this problem. The Division of Water Resources may
pursue enforcement action for this and any additional violations of State law. If you should have any
questions, please do not hesitate to contact Janet Cantwell or me at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
cc: WQ Asheville Files Water Quality Regional Operations
WQ Central Files
James &James Environmental/ORC
G:\WR1WQ\McDowell\WastewaterlMinors\Slue Ridge Country Club 80098\NOV-2014-LV-0107.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://podal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 19, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 00021965 9622
Mr. Ron Shemesh, CEO
Excelsior Packaging Group
1379 Old Rosman Highway
Brevard,North Carolina 28712
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.1(a)(6)
and NPDES Permit NC0000108
Excelsior Packaging Group
Excelsior Packaging Group WWTP
Case No. LV-2014-0025
Transylvania County
Dear Mr. Shemesh:
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of$597.50
($450.00 civil penalty+ $147.50 enforcement costs) against Excelsior Packaging Group.
This assessment is based upon the following facts: a review has been conducted of the discharge
monitoring report(DMR) submitted by Excelsior Packaging Group for the month of November
2013. This review has shown the subject facility to be in violation of the discharge limitations
and/or monitoring requirements found in NPDES Permit NC0000108. The violations which
occurred in November 2013 are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that Excelsior Packaging Group violated
the terms, conditions or requirements of NPDES Permit NC0000108 and G.S. 143-215.1(a)(6) in
the manner and extent shown in Attachment A. In accordance with the maximums established by
G.S. 143-215.6A(a)(2), a civil penalty may be assessed against any person who violates the terms,
conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Resources, I, G. Landon Davidson, Division of Water Resources
Regional Supervisor for the Asheville Region, hereby make the following civil penalty assessment
against Excelsior Packaging Group:
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Water Quality Programs John E. Skvarla, III
Governor Thomas A. Reeder Secretary
Director
March 19, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 00021966 9608
The Honorable Mel L. Cohen
City of Morganton
P.O. Box 3448
Morganton, North Carolina 28680
Subject: NOTICE OF VIOLATION
NOV-2014-LV-0105
EMC-SOC-WQ-S10-005
Permit No. NCO026573
Catawba River Pollution Control WWTP
Burke County
Dear Mayor Cohen:
On December 1, 2010, the Environmental Management Commission entered into the subject
Special Order by Consent (SOC)whereby the subject WWTP was granted relaxed effluent limitations for
BOD, TSS and Fecal Coliform from those imposed by the NPDES Permit, in exchange for Morganton's
commitment to a schedule of wastewater treatment plant improvements that will return the WWTP to
compliance with the terms of the NPDES Permit. The SOC contains provisions for the assessment of
stipulated penalties when modified limits are exceeded or schedule dates are not met.
A review of Catawba River Pollution Control Facility WWTP's monitoring report for December 2013
showed the following violations:
Parameter Date Interim Limit Reported Value Limit Type
BOD 12/28/2013 120 mg/I 169 mg/I Weekly Average Exceeded
TSS 12/28/2013 150 mg/I 256.33 mg/I Weekly Average Exceeded
You are directed to immediately take whatever remedial actions are necessary to correct the
problems that have led to this violation. Section III of the SOC stipulates that a penalty in the amount of
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone [phone] FAX [phone]
Internet: http://portal.nodenr.orgAveb/wq
An Equal Opportunity/Affirmative Action Employer

Mayor Mel L. Cohen
March 19,2014
Page Two
$1,000 be paid for noncompliance with any modified limit contained in the SOC. However, Section IV of the
SOC lists circumstances under which stipulated penalties are not due, essentially stating this provision is
applicable when the Division of Water Resources can be satisfied the non-compliance was caused by
events or circumstances beyond the control of the Catawba River Pollution Control WWTP.
If you have information that will prove to the Division that any or all of the criteria set forth in Section
IV have been met, you must submit this information in writing to the Asheville Regional Office within ten
(10) days after receipt of this notice. In the absence of evidence justifying the application of the provision
within Section IV, this Office will proceed with assessment of stipulated penalties as provided for in the
SOC.
If you should have any questions, please do not hesitate to contact Janet Cantwell or me at
8281296-4500.
Sincerely,
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: WQ-NPDES Asheville Files
WQ-NPDES Central Files '
WQ-NPDES Point Source Branch
Brad Boris/Catawba River Pollution Control
G:\WR\WQ\Burke\Wastewater\Municipal\Morganton WWTP 26573WOV-2014-LV-0105-SOC.doc

BEIM
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 19, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7012 1010 00021965 9615
Ms. Jan W. Grove
Midway Medical Center P.A.
P.O. Box 1409
Canton,North Carolina 28716-1409
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.1(a)(6)
and NPDES Permit NCO022454
Midway Medical Center P.A.
Midway Medical Center WWTP
Case No. LV-2014-0024
Haywood County
Dear Ms. Grove:
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of$597.50
($450.00 civil penalty+ $147.50 enforcement costs) against Midway Medical Center P.A.
This assessment is based upon the following facts: a review has been conducted of the discharge
monitoring report(DMR) submitted by Midway Medical Center P.A. for the month of November
2013. This review has shown the subject facility to be in violation of the discharge limitations
and/or monitoring requirements found in NPDES Permit NC0022454. The violations which
occurred in November 2013 are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that Midway Medical Center P.A.
violated the terms, conditions or requirements of NPDES Permit NCO022454 and G.S. 143-
215.1(a)(6) in the manner and extent shown in Attachment A. In accordance with the maximums
established by G.S. 143-215.6A(a)(2), a civil penalty may be assessed against any person who
violates the terms, conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Resources, I, G. Landon Davidson, Division of Water Resources
Regional Supervisor for the Asheville Region,hereby make the following civil penalty assessment
against Midway Medical Center P.A.:
r
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

2 of the 2 violations of G.S. 143-215.1(a)(6) and NPDES Permit No.
$200.00 NC0022454, by discharging waste water into the waters of the State
in violation of the Permit Daily Maximum limit for TSS - Conc. \
1 of the 1 violations of G.S. 143-215.1(a)(6) and NPDES Permit No.
$250.00 NC0022454,by discharging waste water into the waters of the State
in violation of the Permit Monthly Average limit for TSS -Conc.
$450.00 TOTAL CIVIL PENALTY
$147.50 Enforcement Costs
$597.50 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282.1(b), which are:
(1) The degree and extent of harm to the natural resources of the State,to the public health, or
to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
Within thirty days of receipt of this notice,you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s). Please submit payment to the
attention of:
Point Source Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
OR
2. Submit a written request for remission or mitigation including a detailed justification
for such request:
Please be aware that a request for remission is limited to consideration of the five factors listed
below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty
assessment document. Because a remission request forecloses the option of an administrative

hearing, such a request must be accompanied by a waiver of your right to an administrative
hearing and a stipulation and agreement that no factual or legal issues are in dispute. Please
prepare a detailed statement that establishes why you believe the civil penalty should be
remitted, and submit it to the Division of Water Resources at the address listed below. In
determining whether a remission request will be approved,the following factors shall be
considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 14313-282.1(b)
was wrongfully applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from
the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted
in writing. The Director of the Division of Water Resources will review your evidence and inform
you of his decision in the matter of your remission request. The response will provide details
regarding the case status, directions for payment, and provision for further appeal of the penalty to
the Environmental Management Commission's Committee on Civil Penalty Remissions
(Committee). Please be advised that the Committee cannot consider information that was not part
of the original remission request considered,by the Director. Therefore, it is very important that
you prepare a complete and thorough statement in support of your request for remission.
In order to request remission,you must complete and submit the enclosed"Request for Remission
of Civil Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts"form
within thirty(30) days of receipt of this notice. The Division of Water Resources also requests that
you complete and submit the enclosed"Justification for Remission Request." Both forms should
be submitted to the following address:
Point Source Compliance/Enforcement Unit
Division of Water Resources
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
OR
3. File a petition for an administrative hearing with the Office of Administrative Hearings:
If you wish to contest any statement in the attached assessment document you must file a petition
for an administrative hearing. You may obtain the petition form from the Office of Administrative
Hearings. You must file the petition with the Office of Administrative Hearings within thirty(30)
days of receipt of this notice. A petition is considered filed when it is received in the Office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m., except for
official state holidays. The original and one (1) copy of the petition must be filed with the Office
of Administrative Hearings. The petition may be faxed-provided the original and one copy of the
r
document is received in the Office of Administrative Hearings within five (5)business days

following the faxed transmission. The mailing address for the Office of Administrative Hearings
is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh,North Carolina 27699-6714
Telephone [phone] Facsimile: [phone]
and
Mail or hand-deliver a copy of the petition to
General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,North Carolina 27699-1601
Please indicate the case number(as found on page one of this letter) on the petition.
Failure to exercise one of the options above within thirty(30) days of receipt of this letter, as
evidenced by an internal date/time received stamp (not a postmark),will result in this matter being
referred to the Attorney General's Office for collection of the penalty through a civil action. Please
be advised that additional penalties may be assessed for violations that occur after the review
period of this assessment.
If you have any questions,please contact Janet Cantwell of the Water Quality staff of the
Asheville Regional Office at 828-296-4500.
Sincerely.
C�-
G. Landon Davidson,P.G., Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
ATTACHMENTS
cc: WQ Regional Supervisor w/attachments
NPDES Point Source w/attachments
WQ Central Files w/attachments
James&James Environmental/ORC w/attachments
Ci:\ RN Q\H,tvi ood',, "aste-,Niatee..Minors lurid,aay Medical Center 22454"IN-2014-0024.doe
(Prior NOV 201=4-LV-0054)

JUSTIFICATION FOR REMISSION REQUEST
DWQ Case Number: LV-2014-0024 County: Haywood
Assessed Party: Midway Medical Center P.A.
Permit No.: NC0022454 Amount Assessed: $597.50
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. § 143B-282.1(c),remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please check each factor that you believe applies to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.1(b)were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed in the civil
penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident(i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
_ (e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i.e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:

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STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
COUNTY OF HAYWOOD
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINSTRATIVE HEARING AND
MIDWAY MEDICAL CENTER P.A.
MIDWAY MEDICAL CENTER WWTP ) STIPULATION OF FACTS
PERMIT NO.NCO022454 ) FILE NO. LV-2014-0024
Having been assessed civil penalties totaling $597.50 for violation(s)as set forth in the
assessment document of the Division of Water Resources dated March 19, 2014,the undersigned,
desiring to seek remission of the civil penalty, does hereby waive the right to an administrative hearing
in the above-stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the Director of the Division of Water Resources within thirty(30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be
allowed after(30)days from the receipt of the notice of assessment.
This the day of 920
SIGNATURE
ADDRESS
TELEPHONE

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 19,2014
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
Stefan Haymond-7012 1010 00021967 8289
128 Brigadoon Br.
Whittier,North Carolina 28789
Harley Owen Parton—7012 1010 00021967 8333
910 Davis Branch Road
Bryson City,North Carolina 28713
SUBJECT: NOTICE OF VIOLATION and
RECOMMENDATION,FOR ENFORCEMENT
Parton Property along Old Barn Road
NOV-2014-PC-0065
Stream Standard Violation-Other Waste(In-stream sediment)
Failure to Secure 401
Swain County
Response deadline: March 31,2014
Dear Mr. Haymond and Mr. Parton:
On March 6,2014, staff from the Asheville Regional Office of the Division of Water Resources(DWR)
conducted a site inspection at your properties along Old Barn Road in Swain County.
Stream standard and 401 WQC violations were noted during the inspection and file review. Sediment
impacts to an unnamed tributary to Davis Branch, Class C waters,were documented.
As a result of the site inspection and file review,the following violations were identified:
VIOLATIONS
I. Stream Standard Violation-Other Waste(In-stream sediment) 15A NCAC 02B .0211 (3)f-
Approximately 300 linear feet of an an unnamed tributary to Davis Branch, Class C waters,was
impacted by sediment deposition measured to be at least 3 inches in depth throughout the stream
reach,representing Water Quality Stream Standard violation of 15A NCAC 02B .0211 (3)(f).
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone]\FAX:[phone]
Internet:hftp://portal.ncdenr.org/web/wq/ws
An Equal Opportunity\Affirmative Action Employer

Haymond and Parton Site Development
March 19,2014
Page 2 of 4
H. Failure to Secure a 401 Water Quality Certification(WQC)
A review of records confirmed that neither the DWR nor the US Army Corps of Engineers
(USACOE)has received an application for a 404 Permit or 401 WQC,prior to installation of
approximately 20 linear feet of culvert. Such an application is required pursuant to Section 404
of the Clean Water Act and Part 15A of North Carolina Administrative Code 2H.0500.
REQUIRED RESPONSE
The DWR requests that you respond by March 31,2014. Your response should be sent to the attention
of Chuck Cranford,Division of Water Resources,2090 US HWY 70, Swannanoa,NC 28778 and should
address the following items:
1. Stream Standard-Other Waste(In-Stream Sediment)
a. Please provide a map of the project area.The map must include all streams and wetlands,
detailing impacts both on-and off-site.
b. Please submit a Sediment Removal Plan(Plan)to this office for review and approval.
The Plan must address removal of accumulated sediment from all surface waters.You
must secure an environmental consultant experienced in stream restoration to assist you
with developing your Plan, and obtaining any necessary approvals. It is recommended
that your consultant contact Chuck Cranford of the Asheville Regional Office for
additional guidance during Plan development. The Plan should include:
• A narrative explaining how sediment will be removed including techniques,'
manpower and tools to be used.
• A proposed schedule with dates that indicate when you expect to begin and complete
the removal of sediment.
• A diagram of the stream channel,referenced with photo documentation of sediment
impacts before and after removal.
• A narrative explaining how and where the removed sediment will be disposed and
stabilized.
• Please explain how turbidity standards will not be exceeded.
c. Once the work is complete,a final report documenting the results of the sediment
removal activities should be submitted to Chuck Cranford.
2. Failure to Secure 401 Water Quality Certification
a. Please explain why these impacts occurred without prior authorization.
b. Please provide a map of the project area.The map must include all streams and wetlands
on-site,detailing all impacts(i.e.,culverts and/or fill).
Two(2)options exist to resolve the violations related to the 401 Water Quality Certification:

.taymond and Parton Site Development
March 19,2014
Page 3 of 4
1. Apply to the U.S.Army Corps of Engineers for and receive a 404 Permit pertaining to the
culvert installation,stream modifications or fill that has occurred. A 401 WQC will be
required if the activities are permitted by the Corps. The application process as described
does not guarantee the impacts will be approved.
2. Restore the stream to pre-existing conditions.
a. includes the removal of the impacts,restoration of the stream channel as well as
the restoration of the streambank and buffer along the stream.
If pursuing Option 1:
1. Contact the U. S.Army Corps of Engineers to determine the permitting needs of the
activities you have undertaken. The Asheville office phone number is(828)271-7980.
2. Provide a proposed schedule of when you expect to have the required Pre-Construction
Notification(401 WQC application) submitted to DWR.
If pursuing Option 2:
a. Please submit a Stream Restoration Plan to this office for review and approval. You must
secure an environmental consultant experienced in stream restoration to assist you with
development of your plan and authorization necessary to achieve compliance.
The plan must include the removal of the impacts,restoration of the stream channel as well as
the restoration of the streambank and buffer along the stream.
It is recommended that your consultant contact Chuck Cranford of the Asheville Regional
Office for additional guidance during plan development. The plan should include the
following:
b. A proposed schedule with dates that indicate when you expect to begin and complete the
restoration work.
c. Once the plan has been implemented and is complete,a final report documenting restoration
of the stream should be submitted to Chuck Cranford.

Haymond and Parton Site Development
March 19,2014
Page 4 of 4
Thank you for your attention to this matter.This Office is considering sending a recommendation for
enforcement to the Director of the Division of Water Resources regarding these issues and any
future/continued violations that may be encountered. Your above-mentioned response to this
correspondence will be considered in this process. This office requires that the violations,as detailed
above,be abated immediately. These violations and any future violations are subject to a civil
penalty assessment of up to$25,000.00 per day for each violation. Should you have any questions
regarding these matters,please contact Chuck Cranfordat(828)296-4650 or
chuck.cranfordCncdenngov
Sincerely,
4
G.Landon Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: Karen Higgins-401 &Buffer Permtting Unit
David Brown,US Army Corps of Engineers
ARO File Copy
Laura Herbert-Division of Energy,Mineral,and Land Resources
Swain County Planning
G:\WR\WQ\Swain\Complaints\Parton-DavisBranch\NOV2012PCO065.doc
1

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 19, 2014
Certified Mail
Return Receipt.Requested
7012-1010-0002-1967-8302
Crystal Spillman
667 North Washington Street
Rutherfordton, NC 28139
Dear Mrs. Spillman,
On December 19, 2012, you received a Notice of Violation (NOV-2012-OP-0017) requiring
corrective action pursuant to 15A NCAC 02C .0206(b). 15A NCAC 02C (b)(3)(C) requires you to
identify all receptors and exposure pathways related to the unpermitted discharge (injection).
On February 20, 2014,the Division of Water Resources,Asheville Regional Office (Ted
Campbell) sent you a request for information, via electronic mail,to be provided to our office
by March 5th. Since we have not received a response we are requesting this information once
again via certified letter. As stated in the electronic mail, we have received and are reviewing
the well receptor survey you provided, along with the most recent sampling results. Please
complete the information on the survey that was omitted-some of the fields were
inadvertently left blank (see yellow fields in the attached sheet). We understand that you were
not able to reach some of the well owners. Please make another attempt (and note the date of
the attempt) at these contacts and let us know the results by the close of business on April 2,
2014.
Also, please certify whether anything (water, chlorine, other) has been placed in the well at 116
Woodside Drive since November 2013. If so, please list exactly what was placed in the well and
the date. Please provide this statement to our office along with the remaining well survey
information discussed above by April 2.
The Division has continued to assist you with your regulatory requirements through sampling
and analysis of the groundwater, assisting with the supply wells survey, etc. Please note
WATER QUALITY SECTION
North Carolina Division of Water Resources—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,N.C. 28778
Phone[phone]
FAX [phone]
Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer

Ms. Crystal Spillman
September 11, 2013
Page 2 of 2
however that failure to comply with the State's rules, in the manner and times specified, could
result in the assessment of civil penalties and/or the use of other enforcement mechanisms
available to the State. Each day that a violation continues may be considered a separate
violation.
Please let me know if you have any questions. If you should have any questions, please do not
hesitate to call me direct at 828-296-4680.
Sincerely,
Landon Davidson, P.G.
Regional Supervisor
Water Quality Regional Operations Section
...._......__....

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NCD NR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder John E Skvarla,III
Governor Director Secretary
March 19,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7012 1010'0002 1965 9646
Mr. Freddie Boan
Trillium Links&Village LLC
Trillium Links&Village WWTP
One Trillium Center
Cashiers,North Carolina 28717
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking#: NOV-2014-LV-0108
Trillium Links &Village WWTP
- NPDES Permit No.NCO059200
Jackson County
Dear Mr. Boan:
A review of the November 2013 self-monitoring report for the subject facility revealed violations of the
following parameter:
Date Outfall Parameter Reported Value Permit Limit
11/26/2013 001 TSS 49 mg/1 30 m�g/l
11/30/2013 001 TSS 21 mg/1 20
A Notice of Violation/Notice of Recommendation for Enforcement(NOV/NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No.NC0059200.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00)may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request technical assistance, or discuss overall compliance please respond in
writing within ten(10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the November 2013 Discharge Monitoring Report. You will then be notified
of any civil penalties that may be assessed regarding the violations. If no response is received in this Office
.within the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.nodenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

Mr. Freddie Boan
March 19, 2014
Page Two
Remedial actions,if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature,not related to operation and/or maintenance problems, and you anticipate remedial
construction activities,then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter,please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
cc: WQ Asheville Files
WQ Central Files
WQ Point Source Branch
G ,.WRiWQ\Jackson;Waszewalef\Minors\'Criliiuui Links L; Village M00\N0V-tiRF-20l4-LV-0l04.doc

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla,.III
Governor Director Secretary
March 19,2014
CERTIFIED MAIL -7012 1010 0002 8272
RETURN RECEIPT REQUESTED
Gary F.Pryor
258 Pryor Dr
Hendersonville NC 28792
SUBJECT: NOTICE OF VIOLATION and
RECOMMENDATION FOR ENFORCEMENT
Capps Property along North Ridge Road
NOV-2014-PC-0064
Stream Standard Violation-Other Waste(In-stream sediment)
Henderson County
Response deadline: March 31,2014
Dear Mr.Pryor:
On March 6,2014,staff from the Asheville Regional Office of the Division of Water Resources(DWR)
conducted a site inspection at property you lease along North Ridge Road in henderson County.
Stream standard violations were noted during the inspection and file review. Sediment impacts to an
unnamed tributary to Byers Creek, Class C;Tr waters,were documented. Additionally, it appears that
the culvert that was relocated within this unnamed tributary to Byers Creek is undersized for the channel
dimensions,which ultimately will result in either a culvert failure,or a blockage of the stream at this
location.
As a result of the site inspection and file review,the following violations were identified:
VIOLATIONS
I. Stream Standard Violation-Other Waste(In-stream sediment) 15A NCAC 02B .0211 (3)f-
Approximately 800 linear feet of an an unnamed tributary to Byers,Class C;Tr waters,was
impacted by sediment deposition measured to be at least 3 inches in depth throughout the stream
reach,representing Water Quality Stream Standard violation of 15ANCAC 02B .0211 (3)(f).
REQUIRED RESPONSE
The DWR requests that you respond by March 31,2014. Your response should be sent to the attention
of Chuck Cranford,Division of Water Resources,2090 US HWY 70,Swannanoa,NC 28778 and should
address the following items:
Water Quality Regional Operations-Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nedenr.org/web/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

Capps Property
March 19,2014
Page 2 of 3
1. Stream Standard-Other Waste(In-Stream Sediment)
a. Please provide a map of the project area.The map must include all streams and wetlands,
detailing impacts both on-and off-site.
b. Please submit a Sediment Removal Plan(Plan)to this office for review and approval.
The Plan must address removal of accumulated sediment from all surface waters.You
must secure an environmental consultant experienced in stream restoration to assist you
with developing your Plan,and obtaining any necessary approvals. It is recommended
that your consultant contact Chuck Cranford of the Asheville Regional Office for
additional guidance during Plan development. The Plan should include:
• A narrative explaining how sediment will be removed including techniques,
manpower and tools to be used.
• A proposed schedule with dates that indicate when you expect to begin and complete
the removal of sediment.
• A diagram of the stream channel,referenced with photo documentation of sediment
impacts before and after removal.
• A narrative explaining how and where the removed sediment will be disposed and
stabilized.
• Please explain how turbidity standards will not be exceeded.
c. Once the work is complete,a final report documenting the results of the sediment
removal activities should be submitted to Chuck Cranford.
Thank you for your attention to this matter.This Office is considering sending a recommendation for
enforcement to the Director of the Division of Water Resources regarding these issues and any
future/continued violations that may be encountered. Your above-mentioned response to this
correspondence will be considered in this process. This office requires that the violations,as detailed
above,be abated immediately. These violations and any future violations are subject to a civil
penalty assessment of up to$25,000.00 per day for each violation. Should you have any questions
regarding these matters,please contact Chuck Cranford at(828)296-4650 or
chuck.cranfordnncdenr.gov .
Sincerely,
-"�_K
G. Landon Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office

apps Property
March 19,2014
Page 3 of 3
cc: L.D.Capps
1000 North Ridge Road,Hendersonville NC 28792
Karen Higgins-401 &Buffer Penntting Unit
ARO File Copy
Laura Herbert-Division of Energy,Mineral,and Land Resources
Henderson County Planning
G:\WR\WQ\Henderson\Complaints\LDCappsProperty on NRidgeRd\NOV2014PC0064.doc

i
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��/
�� i

t
DENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 19,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Joseph Della-Rodofa—70121010 00021967 8319
Pilots Knob Holdings,LLC.
.9715 Valley Woods Lane
Knoxville,Tennessee 37922
Pilots Knob Holdings,LLC.-70121010 00021967 8326
c/o Corporation Service Company,Registered Agent
327 Hillsborough Street
Raleigh,North Carolina 27603
Rodman Ward,III,President- 70121010 00021967 8296
Corporation Service Company
2711 Centerville Road
Suite 400
Wilmington,Delaware 19808
SUBJECT: NOTICE OF VIOLATION and
RECOMMENDATION FOR ENFORCEMENT
Pilots Knob Holding,LLC.
NOV-2014-PC-0062
401 Water Quality Certification(WQC)Conditions
Removal of Best Usage
Jackson County
Response deadline: March 31,2014
Dear Mr.Della-Rodolfa and Mr.Ward:
On March 10,2014,staff from the Asheville Regional Office of the Division of Water Resources(DWR)
were notified of pond construction activities at your property off Pilot Knob Road in Jackson County.
Removal of Best Use and 401 WQC violations were noted during the file review. Excavation and fill
(dam construction)impacts to Betsy Branch,Class WSHI waters,were documented.
As a result of the file review,the following violations were identified:
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nedenr.org[web/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

Pilots Knob Holdings,LLC.
March 19,2014
Page 2 of 3
VIOLATIONS
I. Removal of Best Usage—15A NCAC 0211.0211 (2)—Approximately 20 feet of Betsy Branch, a
Class WSHI water,was impacted by fill,representing Water Quality Stream Standard violation of
15A NCAC 02B .0211 (2).
ff. 401 WQC Condition Violations—WQC#2005-1081 Ver.2 was issued on March 20,2006 To
Pilot Mountain Associates,LLC for the Pilot Knob Subdivision. The WQC issued for the project
impacts specifies that the activities must follow all conditions listed therein. The following
condition violations were noted:
• Paragraph two of the approval letter states that:No other impacts to waters of the
State are authorized under this approval.
® .Additionally,paragraph two of the approval letter states:If the property is sold,the new owner must be given a copy of this Certification and approval letter and is
thereby responsible for complying with all conditions.
REQUIRED RESPONSE
The DWR requests that you respond by March 31,2014. Your response should be sent to the attention
of Chuck Cranford,Division of Water Resources,2090 US HWY 70, Swannanoa,NC 28778 and should
address the following items:
1. Removal of Best Usage-15A NCAC 02B.0211 (2)and 401 Water Quality Certification
a. Please explain why these impacts occurred without prior authorization.
b. Please provide a map of the project area.The map must include all streams and
wetlands on-site,detailing all impacts(i.e., culverts and/or fill).
2. 401 Water Quality Certification Condition Violation
Two(2)options exist to resolve the violations related to the 401 Water Quality Certification:
1. Apply to the U.S.Army Corps of Engineers for and receive a 404 Permit pertaining to the
culvert installation,stream modifications or fill that has occurred. A 401 WQC will be
required if the activities are permitted by the Corps. The application process as described
does not guarantee the impacts will be approved.
2. Restore the stream to pre-existing conditions.
a. includes the removal of the impacts,restoration of the stream channel as well as
the restoration of the streambank and buffer along the stream.
If pursuing Option 1:
a. Contact the U. S.Army Corps of Engineers to determine the permitting needs of
the activities you have undertaken. The Asheville office phone number is(828)
271-7980.
b. Provide a proposed schedule of when you expect to have the required Pre-
Construction Notification(401 WQC application)submitted to DWR.

Pilots Knob Holdings,LLC.
March 19,2014
Page 3 of 3
If pursuing Option 2:
a. Please submit a Stream Restoration Plan to this office for review and approval.
You must secure an environmental consultant experienced in stream restoration
to assist you with development of your plan and authorization necessary to
achieve compliance.
The plan must include the removal of the impacts,restoration of the stream
channel as well as the restoration of the streambank and buffer along the stream.
It is recommended that your consultant contact Chuck Cranford of the Asheville
Regional Office for additional guidance during plan development. The plan
should include the following:
b. A proposed schedule with dates that indicate when you expect to begin and
complete the restoration work.
c. Once the plan has been implemented and is complete,a final report documenting
restoration of the stream should be submitted to Chuck Cranford.
Thank you for your attention to this matter.This Office is considering sending a recommendation for
enforcement to the Director of the Division of Water Resources regarding these issues and any
future/continued violations that may be encountered. Your above-mentioned response to this
correspondence will be considered in this process. This office requires that the violations,as detailed
above,be abated immediately. These violations and any future violations are subject to a civil
penalty assessment of up to$25,000.00 per day for each violation. Should you have any questions
regarding these matters,please contact Chuck Cranford at(828)296-4650 or
[e-mail].
Sincerely,
G.Landon Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: Karen Higgins-401 &Buffer Permtting Unit
ARO File Copy
Laura Herbert-Division of Energy,Mineral,and Land Resources
Steve Beasley,Jackson County Planning
G:\WR\WQ\Jackson\Complaints\PilotsKnobHoldingsLLC\NOV2014PC0062.doc

•.:_:
i-�\
1
�.

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 20, 2014
Mr. Charlie Ball, CEO
XO Steel LLC
965 Pine Cove Road
Old Fort, NC 28762
Subject: XO Steel, LLC Pump & Haul Permit by Regulation
Dear Mr. Ball,
The Asheville Regional Office has received notification of the pump & haul activity (for untreated
wastewater from "anti-corrosion ceramic coating" manufacturing) being considered for your
facility. Based on the information provided, it appears that your facility is deemed permitted for
this activity in accordance with North Carolina Administrative Code Title 15A 02T .0203 (a)(2)
Permitting By Regulation. This deemed permitted status is for the material described in City of
Marion's Corpening Creek WWTP letter of acceptance. If the material constituents change, a
separate acceptance letter should be submitted to the Asheville Regional Office.
If you or your staff have any questions concerning this matter, please contact me at (828) 296-
4685.
Sincerely, t
Beverly Price
Environmental Specialist
cc: Larry Carver, VVVVTP Superintendent Corpening Creek VVVVTP P.O. Drawer 700 Marion,
NC 28752
WATER QUALITY SECTION
North Carolina Division of Water Resources—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,N.C. 28778
Phone[phone]
FAX [phone]
Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer

-'.
_�\
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_._._..

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder John E Skvarla,III
Governor Director Secretary
March 20,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 0002 1965 9653
Mayor Lawrence Ponder
Town of Marshall
Marshall WWTP
P.O. Box 548
Marshall,North Carolina 28753
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking#: NOV-2014-NW-0018
Marshall WWTP
NPDES Permit No.NCO021733
Madison County
Dear Mayor Ponder:
A review of the December 2013 self-monitoring report for the subject facility revealed violations of the
following parameters:
Date Outfall Parameter Measuring Frequency Violation
12/31/2013 001 Total Nitrogen Quarterly Failure to Monitor
12/31/2013 001 Total Phosphorus Quarterly Failure to Monitor
A Notice of Violation/Notice of Recommendation for Enforcement(NOV/NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No.NC0021733.
Pursuant to G.S. 143-215.6A,a civil penalty of not more than twenty-five thousand dollars ($25,000.00)may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation,request technical assistance, or discuss overall compliance please respond in
writing within ten(10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the December 2013 Discharge Monitoring Report. You will then be notified
of any civil penalties that may be assessed regarding the violations. If no response is received in this Office
within the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: hftp://portal.ncdenr.org/weblwq
An Equal Opportunity/Affirmative Action Employer

Mr. Lawrence Ponder
March 20, 2014
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division off
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature,not related to operation and/or maintenance problems, and you anticipate remedial
construction activities,then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter,please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
c
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
cc: WQ Asheville Files
WQ Central Files
WQ Point Source Branch
G:'.WR'b%WQ\.;N4adisoii ltWastewater''\Mtinicipal\Marshall WWTl'21733\N0V-NRF-2014-NIV-0018.doc

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 20,2014
Dana Jones
46 Tony Candler Court
Candler, NC 28715
Subject: Permit No.WQ0037012
Dana Jones
Asbury Acres-Asbury Development and Management, LLC
Wastewater Collection System Extension
Buncombe County
Dear Ms.Jones:
In accordance with your application received March 10, 2014, we are forwarding herewith Permit No.
WQ0037012, dated March 20, 2014, to Dana Jones for the construction and operation of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded, and shall be subject to the conditions and limitations as specified therein. This cover letter
and supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of Dana Jones to ensure that the as-constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, 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 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
(3MRIMBuncombelCollection SystemslMSD Collection System WQCS000041Fast Tracks IssueMWQ0037012.Asbury Acres.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http,.//portal.nodenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

Dana Jones
WQ0037012
r
If you need additional information concerning this matter, please contact Linda Wiggs at(828) 296-4500
or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
cc: Jesse Gardner-Civil Design Concepts(e-copy)
Buncombe County Health Department
Buncombe Building Inspections Department
MSD
ARO Files
Water Resources Central Files
PERCS(e-copy)

NODE R
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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
Dana Jones
Buncombe County
for the construction and operation of approximately 578 linear feet of 6-inch gravity sewer to serve
Asbury Acres as part of the Asbury Acres-Asbury Development and Management, LLC project, and the
discharge of 6,300 gallons per day of collected domestic wastewater into the Metropolitan Sewerage
District existing sewerage system, pursuant to the application received March 10, 2014, and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 20th day of March,2014.
�7
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number:WQ0037012

SUPPLEMENT TO PERMIT COVER SHEET
Dana Jones is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Metropolitan Sewerage
District Wastewater Treatment Facility (NPDES Permit # NC0024911) prior to being discharged into the
receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina-licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as-constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. This permit shall become voidable unless the agreement between DANA JONES and the Metropolitan
Sewerage District for the collection and final treatment of wastewater is in full force and effect.
2. Construction of the subject wastewater collection system shall not commence until approval of the
construction and operation of these sewers has been obtained from the Metropolitan Sewerage District of
Buncombe County
3. No flow in excess of the quantity permitted herein, 6300 GPD, shall be made tributary to the subject sewer
system until an application for permit modification for an increase in flow has been submitted to and
approved by the Division of Environmental Management.
4. By copy of this permit,the Buncombe County Building Inspections Department is hereby notified that building
or occupancy permits shall only be issued for 21 three bedroom mobile homes as part of the ASBURY ACRES-
ASBURY DEVELOPMENT AND MANAGEMENT, LLC project until a modified permit is issued by the Division
indicating additional connections.
��J

II.STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership,or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved,and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable;and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system-wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T.0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including. pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B.0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
f .,, grease entering the system from other public and private satellite sewer systems.

2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map,which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number 828-296-4500, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill,regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO(or the most i
current Division approved form)within five 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. Part II of Form
CS-SSO(or the most current Division approved form)can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation,Declarations/Covenants/Restrictions,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines&force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
i
digital media (CD or DVD disk)and are defined as the design drawings that are marked up or annotated

with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit,regulations,or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided,or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case-by-case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After-construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit;15A NCAC 2T;the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes§143-215.6A through §143-215.6C,construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take immediate corrective action,including those as may be required
by this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations,or ordinances that may be imposed by other government agencies(local,state and federal)which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 26.0200 and 15A NCAC 2H .0500.

1
�/
\`�
\��
/i

_aT TRACK ENGINEERING CERTIFICATION
Permittee: Dana Jones Permit No.WQ0037012
Project: ASBURY ACRES-ASBURY DEVELOPMENT AND MANAGEMENT, LLC Issue Date: 20/03/14
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan &profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk)in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s)or storage greater than longest past three year outage reliability option selected)for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria. Modifications should be submitted prior to certification
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time)the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal,signature, and date:
........................................................................................
SEND THIS FORM&SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S. HWY 70
Swannanoa, NC 28778
:........................................................................................
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only:
Flow from this project is tributary to:NCO024911

�✓
� �
�i

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 20, 2014
Bert Ledbetter,Owner
134 Windover Drive
Forest City, NC 28043
Subject: Permit No. WQ0036992
Bert Ledbetter
Subway Store#94954
Wastewater Collection System Extension
County
Dear Mr. Ledbetter:
In accordance with your application received February 28, 2014, we are forwarding herewith Permit No.
WQ0036992, dated March 20, 2014,to Bert Ledbetter for the construction and operation of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as specified therein. This cover letter
and supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
Condition IIA: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of Bert Ledbetter to ensure that the as-constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, 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 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.org/webtwq
An Equal Opportunity 1 Affirmative Action Employer

Bert Ledbetter
WQ0036992
If you need additional information concerning this matter, please contact Jeff Menzel at(828) 296-4500
or via e-mail at [e-mail].
Sincerely,
c
for Thomas A. Reeder
Division of Water Resources
cc: Larissa M.Coles, PE
Rutherford County Health Department
Forest City Building Inspections Department
Town of Forest City Wastewater Plant NC0025984
ARO Files
Water Resources Central Files --
PERCS(electronic copy)

NCENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Bert Ledbetter
Rutherford County
for the construction and operation of a 15—gallon per minute pump station with duplex pumps, on-site
audible and visual high water alarms, telemetry, and a portable generator receptacle with telemetry as
well as approximately 130 linear feet of 2-inch farce main to serve a 48-seat restaurant as part of the
Subway Store #54954 project, and the discharge of 1920 gallons per day of collected domestic
wastewater into the Town of Forest_City's existing sewerage system, pursuant to the application
received February 28, 2014,and in conformity with 15A NCAC 2T;the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 20th day of March,2014.
for Thomas A.Reeder
Division of Water Resources "
By Authority of The Environmental Management Commission
Permit Number:WQ0036992
i

Bert (Ledbetter is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Town of Forest City's
Wastewater Treatment Facility(NPDES Permit# NC0025984) prior to being discharged into the receiving
stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T;the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina-licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as-constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. in the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved,and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
f
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable;and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system-wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T.0403. If an individual permit is not required,the
following performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week. j

e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B.0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a)through (i) of this Rule for a minimum of three years
with exception of the map,which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number 828-296-4500, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill,regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences'shall file a spill report by completing and submitting Part I of Form"CS-SSO(or the most
current Division approved form)within five 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. Part II of Form
CS-SSO(or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.

7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation,Declarations/Covenants/Restrictions,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan &profile views of sewer lines &force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations,or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided,or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit(including pipe length increases of 10%or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case-by-case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After-construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T;the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes§143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take immediate corrective action, including those as may be required
by this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations,or ordinances that may be imposed by other government agencies(local, state and federal)which

have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B.0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Bert Ledbetter Permit No.WQ0036992
Project: Subway Store#54954 Issue Date: 20/03/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings(plan &profile views and detail drawings of sewer lines)of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk)in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s)or storage greater than longest past three year outage reliability option selected)for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resultinq in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time)the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal,signature,and date:
SEND THIS FORM&SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S.HWY 70
Swannanoa, NC 28778
Tl ff Nermittee is-responslore-ror tracking all partial certifications up until a final certification is received. Any -
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only:
Flow from this project is tributary to:NCO025984

FIFWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 20, 2014
Jeff Brown
Tryon Equestrian Properties, LLC
2659 Sandy Plains Road
Tryon NC 28782
Subject: Permit No.WQ0037006 Pump and Haul
Tryon Equestrian Properties, LLC
Tryon International Equestrian Center
Polk County
Dear Mr. Brown:
In accordance with your application received March 7, 2014, we are forwarding herewith
Permit No.WQ0037006, dated March 20, 2014,to the Tryon Equestrian Properties, LLC for the
construction and operation of a sewage pump and haul system to serve the Tryon International
Equestrian Center until such time as access to permanent sewer is available.This permit shall
be effective from the date of issuance until September 20, 2014, and shall be subject to the
conditions and limitations as specified therein. This cover letter and supplement shall be
considered a part of this permit and are therefore incorporated therein by reference.
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.
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. The 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, 6714 Mail Service Center, Raleigh, N. C. 27699-6714. Unless such are
made,this permit shall be final and binding.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:hftp://portal.nodenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

If you need additional information concerning this matter, please contact Jeff Menzel at (828)
296-4500 or via e-mail at [e-mail]
Sincerely,
for Thomas A. Reeder, Director
Division of Water Resources
cc: Polk County Building Inspector
Town of Columbus NCO021369
Odom Engineering PLLC
WQ Asheville Files
WQ Central Files
PERCS Files (efile)
G:\WR\WQ\Polk\Z-Loose Docs\WQ0037006 Pump and Haul Tryon Equestrian Center.doc

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER PUMP AND HAUL 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 the
Tryon International Equestrian Center
Polk County
for the operation of to serve the Tryon International Equestrian Center with no discharge of
wastes to the surface waters, pursuant to the application received March 7, 2014 and in
conformity with the project plan, specifications, and other supporting data subsequently filed
and approved by the Department of Environment and Natural Resources and considered a part
of this permit.
This permit shall be effective from the date of issuance until September 20, 2014, and
_ shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the subject pump and haul activities are
carried out in a manner which has been approved by this Division.
2. This permit is effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. This permit is not transferable. In the event there is a desire for a change in facility
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Resources 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.
5. No type of wastewater other than that from Tryon International Equestrian Center
cabins,RV park, bathrooms, and wash stalls shall be included in the pump and haul
activities.

6. The permit shall become voidable unless the agreement between All Bright Sanitation,
INC. NCS00795 and the Tryon Equestrian Properties, LLC.for the collection,
transportation, and ultimate disposal of the wastewater is in full force and effect.
7. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall cease operation of all pump and haul activities
and take such immediate corrective action as may be required by this Division.
8. This Pump and Haul Permit shall not be renewed.
9. The sewage and wastewater collected by this system shall be treated in the Town of
Columbus WWTP NCO021369 prior to being discharged into the receiving stream.
10. The Asheville Regional Office,telephone number 828/296-4500, shall be notified at least
forty-eight (48) hours in advance of operation of the pump and haul activities so that an
in-place inspection may be made. Such notification to the regional supervisor shall be
made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding State Holidays.
11. The Permittee is liable for any damages caused by a spill or failure of the pump and haul
operations.
12. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
13. The Permittee or his designee shall inspect the collection 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 as long as the pump and haul activities are being conducted and shall be
made available upon request to the Division of Water Resources or other permitting
authority.
14. Any duly authorized officer, employee, or representative of the Division of Water
Resources may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the collection facilities at any reasonable time for the
purpose of determining compliance with this permit; inspect or copy any records that
must be kept under the terms and conditions of this permit; and may obtain samples.
15. An accurate record of the monthly pump and haul activities must be maintained by the
Permittee, indicating:
a) date wastewater is removed from the facility,

b) name of facility from which wastewater is removed,
c) name of facility receiving wastewater,
d) volume of wastewater removed, and
e) status of permanent disposal option.
These records shall be submitted to the.Asheville Regional Office on or before the
fifteenth(15) day of the following month.
16. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to an enforcement action by the Division of Water Resources in
accordance with North Carolina General Statute 143-215.6.
17. 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.
18. The Permittee shall provide for the installation and maintenance of an audible and
visual highwater alarm.
19. A leakage test shall be performed on the septic tank and dosing tank to insure that any
exfiltration occurs at a rate which does not exceed twenty (20)gallons per twenty-four
(24) hour per 1,000 gallons of tank capacity. The engineer's certification will serve as
proof of compliance with this condition.
20. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the project.
21. Non-Compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, at telephone
number 828/296-4500, 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 process unit failure, due to known or unknown reasons, that render the
facility incapable of adequate wastewater treatment such as mechanical or
electrical failure of pumps, aerators, compressors, etc.
b. Any failure of a pumping station, sewer line, etc. resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such
station or facility.
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.
22. Upon completion of construction and prior to operation of the subject pump and haul
activities, a certification must be received from a professional engineer certifying that
the permitted facilities have been installed in accordance with this permit, the approved
plans and specifications. Mail the certification to the Division of Water Resources Water
Quality Programs Section, US Highway 70, Swannanoa, NC 28778
23. The annual administering and compliance fee must be paid by the Permittee within
thirty (30) 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
2T.0105 (e)(2).
Permit issued this the 20th day of March, 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Thomas A. Reeder, Director
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037006

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 20,2014
Dr.Jeff Church,Assistant Superintendent
Caldwell County Board of Education
1914 Hickory Blvd.
Lenoir, NC 28645
Subject: Permit No.WQ0037013
Caldwell County Board of Education
William Lenoir Middle School
Wastewater Collection System Extension
Caldwell County
Dear Mr.Church:
In accordance with your application received March 13 2014, we are forwarding herewith Permit No.
WQ0037013, dated March 20, 2014, to Caldwell County Board of Education for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter and supplement shall be considered a part of this permit and are therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of the Caldwell County Board of Education to ensure that the as-constructed
project meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction of
additional or replacement wastewater collection facilities,and/or referral of the North Carolina-licensed
Professional Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, 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 150E of North Carolina
General Statutes,and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
G:1WRIWQICaIdwell1Collection SystemslLenoir Collection System\WQ0037013.William Lenoir School.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.ncdenr.org/weblwq
An Equal Opportunity 1 Affirmative Action Employer

Caldwell County Board of Education
WQ0037013
If you need additional information concerning this matter, please contact Linda Wiggs at(828)296-4500
or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
cc: Miles Wright(e-copy)
Caldwell County Health Department
Lenoir Building Inspections Department
Lower Crk WWTP-Radford Thomas, Public Works
ARO Files
Water Resources Central Files '
PERCS(e-copy)

74i `
NC
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Caldwell County Board of Education
Caldwell County
for the construction and operation of approximately 895 linear feet of 8-inch gravity sewer to serve
1392 students as part of the William Lenoir Middle School project, and the discharge of 20,880 gallons
per day of collected domestic wastewater into the City of Lenoir's existing sewerage system, pursuant to
the application received March 13, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 20th da March, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number:WQ0037013

SUPPLEMENT TO PERMIT COVER SHEET
Caldwell County Board of Education is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Lower Creek Wastewater
Treatment Facility(NPDES Permit#NC0023981) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T;the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina-licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as-constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. This permit shall become voidable unless the agreement between CALDWELL COUNTY BOARD OF EDUCATION
and City of Lenoir for the collection and final treatment of wastewater is in full force and effect.
I
II.STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee,a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved,and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable;and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system-wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T.0403. If an individual permit is not required,the
following performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.

b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B.0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map,which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number 828-296-4500, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill, regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or.[phone]. Persons reporting any of

the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO(or the most
current Division approved form)within five 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. Part II of Form
CS-SSO(or the most current Division approved form)can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation,Declarations/Covenants/Restrictions,and Bylaws that have been appropriately filed with the
applicable County'sRegister of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines&force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations,or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided,or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10%or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case-by-case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After-construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit;15A NCAC 2T;the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee town enforcement action by the Division, in accordance with

North Carolina General Statutes§143-215.6A through §143-215.6C,construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take immediate corrective action,including those as may be required
by this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations,or ordinances that may be imposed by other government agencies(local,state and federal)which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC-213 .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 26.0200 and 15A NCAC 2H .0500.

I�/
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.ST TRACK ENGINEERING CERTIFICATION
Permittee: CALDWELL COUNTY BOARD of EDUCATION Permit No.WQ0037013
Project: WILLIAM LENOIR MIDDLE SCHOOL Issue Date: 20/03/14
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan &profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk)in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s)or storage greater than longest past three year outage reliability option selected)for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑weekly, ❑ full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal,signature,and date:
.......................................................................................
SEND THIS FORM &SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S. HWY 70
Swannanoa, NC 28778
.......................................................................................
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only:
Flow from this project is tributary to:NCO023981

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WDEN
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 21, 2014
DWR# 14-0178
Burke County
Joseph&Kimberly Santucci
13655 Smokey Ridge Place
Carmel, IN 46033
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION
PROJECT NAME:Joseph&Kimberly Santucci Shoreline Stabilization
Dear Mr. &Mrs. Santucci:
In accordance with your application dated January 23, 2014 received on February 27, 2014, approval has been
granted for the impacts listed in the table below. This approval requires you to follow the conditions listed in
the enclosed certification(s)or general permit and any additional conditions listed below.
?roject impacts are covered by the attached Water Quality General Certification Number 3898 and the
conditions listed below. This certification is associated with the use of General Permit Number 30 issued by the
U.S.Army Corps of Engineers. Please note that you should obtain or otherwise comply with any other federal,
state or local permits before proceeding with your project, including those required by(but not limited to)
Erosion and Sediment Control, Water Supply Watershed and Trout Buffer regulations.
IMPACTS APPROVED
The following impacts are hereby approved provided that all of the other specific and general conditions of the
Certification, General Permit and/or Buffer Rules are met. No other impacts are approved, including incidental
impacts.
Type of Impact Amount Approved
Permanent
Open Waters Above Pool Below Pool
0.004 (acres) 0.004 (acres)
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.orgtweb/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

Joseph&Kimberly Santucci
March 21,2014
Page 2 of 3
ADDITIONAL CONDITIONS
1. This approval is for the purpose and design described in your application. The plans and specifications for this
project are incorporated by reference as part of the Certification/Authorization. If you change your project, you
must notify the Division and you may be required to submit a new application package with the appropriate fee.
If the property is sold, the new owner must be given a copy of this approval letter and General
Certification(s)/Permit/Authorization and is responsible for complying with all conditions.
2. All banks shall be laid back to at least a 2:1 (length : height) slope and riprap applied at the water/land interface
(at full pool). Riprap shall be placed as a linear protective measure upon the regraded slopes. Stone used in
stabilization shall be of a size and density sufficient to prevent movement by wave or current action and shall
consist of clean rock or masonry material free of debris or toxic pollutants. The rip-rap shall be installed over a
toed in filter fabric to prevent soil erosion behind the stabilized area. All exposed soils, above the Riprap
stabilized area,to a distance of 30 feet from the top of bank shall be replanted in accordance with the attached
Guidelines for Riparian Buffer Restoration. This authorization shall in no way be construed as allowing the
installation of a bulkhead or seawall.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written
petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH)within
sixty(60) calendar days.
C
A petition form may be obtained from the OAH at http://www.ncoah.com/or by calling the OAH Clerk's )
Office at(919) 431-3000 for information. A petition is considered filed when the original and one(1) copy
along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays). y,
The petition may be faxed to the OAH at(919)431-3100,provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5)business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh,NC 27699-6714 Raleigh,NC 27609-6285
One(1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,NC 27699-1601 f

..nberly Santucci
,2014
of 3
this letter completes the review of the Division under section 401 of the Clean Water Act as described in 15A
NCAC 02H 0.500. Please contact Tim Fox at 828-296-4664 or tim.fox(wncdenr.gov if you have any questions
or concerns.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enclosures: GC 3898
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: Carissa Parker—Bernick Enterprises, LLC (via email)
Tasha McCormick- USACE Asheville Regulatory Field Office(via email)
Wade Harmon—Duke Energy Lake Services
Burke County Planning
DWR ARO 401 files
DWR 401 and Buffer Permitting Unit
DocumeG:\WR\WQ\Burke\401s\Non-DOT\joseph Santucci Lot 175\APRVL.401JosephSantucciLot175.3-19-14.docntl

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 21,2014
DWR# 14-0123
Buncombe County
Hathaway Development Partners, LLC
Attn:Nick Hathaway
5901-C Peachtree Dunwoody Road, Suite 125
Atlanta Georgia 30328
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION
PROJECT NAME: Ansley at Roberts Lake
Dear Mr. Hathaway:
In accordance with your application dated February 6,2014 received on February 18,2014, approval has been
granted for the impacts listed in the table below. This approval requires you to follow the conditions listed in
—the enclosed certification(s) or general permit and any additional conditions listed below.
Project impacts are covered by the attached Water Quality General Certification Numbers 3885 and 3890 and
the conditions listed below. This certification is associated with the use of Nationwide Permit Numbers 27 and
29 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should obtain or
otherwise comply with any other federal, state or local permits before proceeding with your project, including
those required by(but not limited to)Erosion and Sediment Control, Water Supply Watershed and Stormwater
regulations.
IMPACTS APPROVED
The following impacts are hereby approved provided that all of the other specific and general conditions of the
Certification, General Permit and/or Buffer Rules are met. No other impacts are approved, including incidental
impacts.
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:hftp://portal.ncdenr.org/web/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

Ansley at Roberts Lake
March 21,2014
Page 2 of 3
Type of Impact Amount Approved Amount Approved
Permanent Temporary '�---
Stream 145 (linear feet) (linear feet)
Impact#2 120 ft.
Impact#5 25 ft.
Wetlands 0.07 (acres) (acres)
Open Waters 1.49 (acres) (acres)
Impact#3 1.42 acres
Impact#4 0.07 acres
ADDITIONAL CONDITIONS
1. This approval is for the purpose and design described in your application. The plans and specifications
for this project are incorporated by reference as part of the Certification/Authorization. If you change
your project, you must notify the Division and you may be required to submit a new application package
with the appropriate fee. If the property is sold,the new owner must be given a copy of this approval
letter and General Certification(s)/Permit/Authorization and is responsible for complying with all
conditions.
2. Visual monitoring of the stabilization project shall be conducted at a minimum of quarterly for the first
year or two bankfull events (whichever is longer), and then annually until the site is stable (particularly
after storm events) and vegetation is successful. Any failures of structures, stream banks,or vegetation
may require future repairs or replacement, which requires coordination with the Asheville Regional'
Office to ensure the stability and water quality of the stream and downstream waters.
3. The SMP approved by Buncombe County on February 25,2014 meets the requirements of the 401
Certification Program. The SMP may not be modified without prior written authorization from
Buncombe County. A copy of the approval letter and the modified SMP shall be submitted to the DWR
401 &Buffer Permitting Unit(1650 Mail Service Center,Raleigh,NC 27699-1650)prior to the
commencement of the modifications.
4. The designer shall supervise the installation of in-stream structures.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written
petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH)within
sixty (60) calendar days.
A petition form may be obtained from the OAH at http://w-ww.ncoah.com/or by calling the OAH Clerk's
Office at(919)431-3000 for information. A petition is considered filed when the original and one (1) copy
along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at(919) 431-3100,provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five(5)business days following the �-
faxed transmission.

,oerts Lake
,2014
of 3
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh,NC 27699-6714 Raleigh,NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act as described in 15A
NCAC .0500. Please contact Tim Fox at 828-296-4664 or tim,fox(a7ncdenr.gov if you have any questions or
concerns.
Sincerely,
G. Landon Davidson,P.G., Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enclosures: GC 3885 &3890
Certificate of Completion
cc: Andrew Bick PE—Confluence Engineering(via email)
Clement Riddle—Clearwater(via email)
Tasha McCormick-USACE Asheville Regulatory Field Office (via email)
Mike Goodson PE—Buncombe County Stormwater Services (via email)
DWR ARO 401 files
DWR 401 and Buffer Permitting Unit
G:\WR\WQ\Buncombe\401s\Non-DOT\Ansley at Roberts Lake(Hathaway Apartments)\APRVL.401AnsleyatRobertsLake.03-21-14.doc

i\-/

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 21, 2014
Mr. Mike Molling
USDI National Park Service
199 Hemphill Knob Road
Asheville, North Carolina 28803
Subject: NOTICE OF VIOLATION
NOV-2014-LV-0114
Permit No. NCO072729
Mount Pisgah Lodge & Recreation Area WWTP
Haywood County
Dear Mr. Molling:
A review of Mount Pisgah Lodge & Recreation Area WWTP's monitoring report for October 2013
showed the following violation:
Parameter - Date Limit Value Reported Value Limit Type
Coliform, Fecal MF, M-FC 10/22/2013 400#/100ml 600#/100ml Daily Maximum
Broth,44.5C Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the
comments section on the reverse of the relevant DMR provided an adequate explanation for the subject
violation, it is not requested that a response be submitted.
The Division of Water Resources may pursue enforcement action for this and any additional violations
of State law. If you should have any questions, please do not hesitate to contact Janet Cantwell or me
at 8281296-4600.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations
cc: WQ Asheville Files
WQ Central Files
GtWR\WQ\Haywood\Wastewater\Minors\Mt.Pisgah Lodge&Rec Area 72729\NOV-2014-LV-0114.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 24, 2014
DWR# 14-0172
Henderson County
Michael Kahn
Empire Distributors of North Carolina, Inc.
13833 Carowinds Blvd.
Charlotte,NC 28723
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION
Empire Distributors of North Carolina, Inc.
Dear Mr. Kahn:
In accordance with your application dated February 19, 2014, approval has been granted for the impacts listed
in the table below. This approval requires you to follow the conditions listed in the enclosed certification(s)
---,,or general permit and any additional conditions listed below:
y Project impacts are covered by the attached Water Quality General Certification Number 3884 and the
conditions listed below. This certification is associated with the use of Nationwide Permit Number 12 once it is
issued to you by the U.S. Army Corps of Engineers. Please note that you should obtain or otherwise comply
with any other federal, state or local permits before proceeding with your project, including those required by
(but not limited to) Erosion and Sediment Control, Water Supply Watershed and Trout Buffer regulations.
IMPACTS APPROVED
The following impacts are hereby approved provided that all of the other specific and general conditions of the
Certification, General Permit and/or Buffer Rules are met. No other impacts are approved, including incidental
impacts.
Type of Impact Amount Approved
Temporary
Stream 50 (linear feet)
ADDITIONAL CONDITIONS
1. This approval is for the purpose and design described in your application. The plans and specifications
for this project are incorporated by reference as part of the Certification/Authorization. If you change
i' your project,you must notify the Division and you may be required to submit a new application package
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.ncdenr.org/web/wgANs
An Equal Opportunity 1 Affirmative Action Employer

Michael Kahn
March 24,2014
Page 2 of 3
with the appropriate fee. If the property is sold,the new owner must be given a copy of this approval
letter and General Certification(s)/Permit/Authorization and is responsible for complying with all
conditions.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written
petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH)within
sixty(60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/or by calling the OAH Clerk's
Office at(919)431-3000 for information. A petition is considered filed when the original and one(1) copy
along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at(919)431-3100,provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5)business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh,NC 27699-6714 Raleigh,NC 27609-6285
One(1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,NC 27699-1601

,in
2014
of 3
This letter completes the review of the Division under section 401 of the Clean Water Act as described in 15A
NCAC .0500. Please contact Chuck Cranford at 828-296-4650 or chuck.cranford@,ncdenr.gov if you have any
questions or concerns.
Sincerely,
G. Landon Davidson,P.G., Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enclosures: GC 3884
Certificate of Completion
cc: C1earWater(via email)
USACE Asheville Regulatory Field Office(via email)
DWR ARO 401 files
DWR 401 and Buffer Permitting Unit
G:\WR\WQ\Henderson\401s\Non-DOT\Empire Distributors\APRVL.032414.docx

•... �`�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 24, 2014
DWR# 14-0096
Transylvania County
Kenneth McCall
Lake Toxaway Community Association, Inc.
16801 Rosman Hwy
Lake Toxaway,NC 28747
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION
Westshore Drive Culvert Replacement
Dear Mr. McCall:
In accordance with your application dated January 14,2014 and additional information received on March 20,
2014, approval has been granted for the impacts listed in the table below. This approval requires you to
follow the conditions listed in the enclosed certification(s) or general permit and any additional conditions
`.__listed below.
Project impacts are covered by the attached Water Quality General Certification Number 3883 and the
conditions listed below. This certification is associated with the use of Nationwide Permit Number 3 once it is
issued to you by the U.S. Army Corps of Engineers. Please note that you should obtain or otherwise comply
with any other federal, state or local permits before proceeding with your project,including those required by
(but not limited to)Erosion and Sediment Control, Water Supply Watershed and Trout Buffer regulations.
IMPACTS APPROVED
The following impacts are hereby approved provided that all of the other specific and general conditions of the
Certification, General Permit and/or-Buffer Rules are met. No other impacts are approved, including incidental
impacts.
Type of Impact Amount Approved
Permanent
Stream 100 (linear feet)
ADDITIONAL CONDITIONS
1. This approval is for the purpose and design described in your application. The plans and specifications
for this project are incorporated by reference as part of the Certification/Authorization. If you change
your project, you must notify the Division and you may be required to submit a new application package
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:hftp://portal.nodenr.org/web/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

Kenneth McCall
March 24,2014
Page 2 of 3
with the appropriate fee. If the property is sold,the new owner must be given a copy of this approval
letter and General Certification(s)/Permit/Authorization and is responsible for complying with all
conditions.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written
petition for an administrative hearing to the Office of Administrative Hearings(hereby known as OAH)within
sixty (60)calendar days.
A petition form may be obtained from the OAH at http•//www.ncoah.com/or by calling the OAH Clerk's
Office at(919)431-3000 for information. A petition is considered filed when the original and one (1) copy
along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at(919) 431-3100,provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five(5)business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh,NC 27699-6714 Raleigh,NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell,General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,NC 27699-1601

,Call
2014
of 3
Phis letter completes the review of the Division under section 401 of the Clean Water Act as described in 15A
NCAC .0500. Please contact Chuck Cranford at 828-296-4650 or chuck.cranfordAncdenngov if you have any
questions or concerns.
Sincerely,
G. Landon Davidson, P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enclosures: GC 3883
Certificate of Completion
cc: Terry Allen (via email)
USACE Asheville Regulatory Field Office (via email)
DWR ARO 401 files
DWR 401 and Buffer Permitting Unit
G:\WR\WQ\Transylvania\401sWon-DOT\Lake Toxaway Community Association\APRVL.03242014.docx

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 24, 2014
Mr. David S. Wack
Fletcher Academy Inc.
P.O. Box 5335
Fletcher, North Carolina 28732
Subject: NOTICE OF VIOLATION
NOV-2014-LV-0118
Permit No. NCO036641
Fletcher Academy WWTP
Henderson County
Dear Mr. Wack:
A review of Fletcher Academy WWTP's monitoring report for December 2013 showed the following
violation:
Parameter Date Limit Value Reported Value Limit Type
BOD, 5-Day (20 Deg. C) - 12/31/2013 30 mg/I 34.53 mg/I Monthly
Concentration Average
Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the
comments section on the reverse of the relevant DMR provided an adequate explanation for the subject
violation, it is not requested that a response be submitted.
The Division of Water Resources may pursue enforcement action for this and any additional violations
of State law. If you should have any questions, please do not hesitate to contact Janet Cantwell or me
at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations
cc: WQ Asheville Files
WQ Central Files
James &James Environmental/ORC
G:\WR\WQ\Henderson\Wastewater\Minors\Fletcher Academy 36641\NOV-2014-LV-0118.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http:l/portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

2h
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 24, 2014
Mr. Roger C. Floren, II
Flesher's Fairview Rest Home
P.O. Box 1160
Fairview, North Carolina 28730-1160
Subject: NOTICE OF VIOLATION
NOV-2014-LV-0117
Permit No. NCO034924
Flesher's Fairview Rest Home WWTP
Buncombe County
Dear Mr. Floren:
A review of Flesher's Fairview Rest Home's WWTP monitoring report for December 2013 showed
the following violation:
Parameter Date Limit Value Reported Value Limit Type
BOD, 5-Day (20 Deg. C) - 12/23/2013 45 mg/I 57.5 mg/I Daily Maximum
Concentration Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the
comments section on the reverse of the relevant DMR provided an adequate explanation for the subject
violation, it is not requested that a response be submitted.
The Division of Water Resources may pursue enforcement action for this and any additional violations
of State law. If you should have any questions, please do not hesitate to contact Janet Cantwell or me
at 828/296-4600.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations
cc: WQ Asheville Files
WQ Central Files
James&James Environmental/ORC
G:\WR\WQ\Buncombe\Waste�Nater\Minors\Flesher's Rest Home 34924\NOV-2014-LV-0117.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

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WDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 24, 2014
Mrs. Bertha S. Burnette
41 Dix Creek Road#1
Leicester, North Carolina 28748
Subject: NOTICE OF VIOLATION
NOV-2014-LV-0116
Permit No. NCO029882
Briarwood WWTP
Buncombe County
Dear Mrs. Burnette:
A review of Briarwood WWTP's monitoring report for December 2013 showed the following
violation:
Parameter Date Limit Value Reported Value Limit Type
Solids, Total Suspended - 12/31/2013 30 mg/I 31.78 mg/I Monthly
Concentration Average
Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the
comments section on the reverse of the relevant DMR provided an adequate explanation for the subject
violation, it is not requested that a response be submitted.
The Division of Water Resources may pursue enforcement action for this and any additional violations
of State law. If you should have any questions, please do not hesitate to contact Janet Cantwell or me
at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations
cc: WQ Asheville files
WQ Central Files
James &James Environmental/ORC
G:\WR\WQ\Buncombe\Wastewater\Minors\Briarwood Subdivision 29882\NOV-2014-LV-0116.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder John E Skvarla,III
Governor Director Secretary
March 24,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 0002 1966 9677
Ms. Anne Vance
Pavillon International
Britten Creek WWTP
P.O. Box 199
Mill Spring,North Carolina 28756
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking#: NOV-2014-LV-0119
Britten Creek WWTP
NPDES Permit No. NCO085294
Dear Ms. Vance: Polk County
A review of the December 2013 self-monitoring report for the subject facility revealed violations of the
following parameter:
Date Outfall Parameter Reported Value Permit Limit
12/04/2013 001 BOD 55.8 mg/1 45 mg/1
12/31/2013 001 BOD 45.7 mg/1 30 mg/1
A Notice of Violation/Notice of Recommendation for Enforcement(NOV/NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No.NC0085294.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00)may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation, request technical assistance, or discuss overall compliance please respond in
writing within ten(10)days after receipt of this Notice. A review of your response will be considered along
with any information provided on the December 2013 Discharge Monitoring Report. You will then be notified
of any civil penalties that may be assessed regarding the violations. If no response is received in this Office
within the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal,ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

Ms. Anne Vance
March 24,2014
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division off
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature,not related to operation and/or maintenance problems, and you anticipate remedial
construction activities,then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter,please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson,P.G.
Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
cc: WQ Asheville Files
WQ Central Files
WQ Point Source Branch
G:\w,,;,,\w)\polk",wastewater:\iinors:pavillion Britten Creek.85294,.\0V-N.RF-2014-LV-0119.doc

NCD NR
North Carolina Department of Environment and Natural Resources
Division.of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder John E Skvarla,III
Governor Director Secretary
March 24,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7012 1010 0002 1965 9684
Mr. George W. Ware
Jonas Ridge Adult Care Facility WWTP
P.O. Box 519
Newland,North Carolina 28657
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking#: NOV-2014-LV-0120
Jonas Ridge Adult Care Facility WWTP
NPDES Permit No.NCO060224
Burke County
Dear Mr. Ware:
A review of the December 2013 self-monitoring report for the subject facility revealed violations of the
following parameters:
Date Outfall Parameter Reported Value Permit Limit
12/31/2013 001 BOD 31.47 mg/1 30 mg/1
12/31/2013 001 Ammonia Nitrogen 10.97 mg/1 4 mg/1
A Notice of Violation/Notice of Recommendation for Enforcement(NOV/NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No.NC0060224.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars($25,000.00)may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation,request technical assistance, or discuss overall compliance please respond in
writing within ten(10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the December 2013 Discharge Monitoring Report. You will then be notified
of any civil penalties that may be assessed regarding the violations. If no response is received in this Office
within the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/webtwq
An Equal Opportunity/Affirmative Action Employer

Mr. George W. Ware
March 24,2014
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division o
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature,not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter,please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
cc: WQ Asheville Files
WQ Central Files
WQ Point Source Branch
G:%WR"WQY-[Bu€I:e wastewater:hiinors`,:lonas Ridge Adult Care 60224 NOV-NRE-20l4-Lv-0120.doc _

FqCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder John E. Skvada, III
Governor Director Secretary
March 24, 2014
Richie Crowder
Mitchell County Board of Education
72 Ledger School Rd
Bakersville NC 28705
Steve Adkins
Bradshaw Fire Department
PO Box 39
Green Mountain,NC 28740
SUBJECT: Compliance Evaluation Inspection
Tipton Hill Elementary School WWTP
Permit No:NCO066729
Mitchell County
Dear Messrs Crowder and Adkins:
On February 17, 2014, 1 conducted a Compliance Evaluation Inspection of the Tipton Hill School Wastewater
Treatment Plant (WWTP). Both of you were present for the inspection and we discussed areas that needed
attention. I have received photo documentation indicating the areas in need of attention have been taken care
of,therefore the facility is considered in compliance with permit NC0066729.
This property will no longer be used as a school; it will be used by the Bradshaw Fire Department and will not
discharge more than 1,000 gallons of wastewater per day. A General Permit(NCG550000)has been applied for
and issued(NCG551618).
Please refer to the enclosed inspection report for observations and comments. If you or your staff have any
questions,please call me at 828-296-4500.
Sincerely,
Linda Wiggs
Environmental Senior Specialist
Asheville Regional Office
Enc.Inspection Report
cc: Central Files
Asheville Files
G:\WR\WQ\Mitchell\Wastewater\Minors\Tipton Hill 66729 also see NCG55\CEI.Feb2014.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swarmanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:hftp://portal.ncdenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

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United States Environmental Protection Agency
Washington,D.C.20460 Form Approved.
EPA OMB No.2040-0057
Approval expires 8-31-98
Section A: National Data System Coding(i.e., PCs)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 LI 3I NCO066729 111 121 14/02/17 117 1811 Cl 19I S I 20I_I
2111111111111111111 Remarks
1111111111111111111111111111116
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 QA --------------------Reserved----------—------
67I 169 70I I 71 I 72I N I 73't_I
.u'74 75I I I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected(For Industrial Users discharging to POTW,also include Entry Time/Date Permit Effective Date
POTW name and NPDES permit Number)
Bradshaw Fire&Rescue W WTP —P ry d i ov 51 X Ti pf 4o, N i i I Sc),.A 11:30 AM 14/02/17 11/03/01
4256 NC Hwy 197 Exit Time/Date Permit Expiration Date
Green Mountain NC 287407709 12:00 PM 14/02/17 16/02/29
Name(s)of Onsite Representative(s)/Tities(s)/Phone and Fax Number(s) Other Facility Data
Name,Address of Responsible Official/Title/Phone and Fax Number
Richie Crowder,72 Ledger School Rd Bakersville NC 28705//828-766-2220/8287662221 Contacted
Yes
Section C: Areas Evaluated During Inspection(Check only those areas evaluated)
Permit ■Operations&Maintenance E Facility Site Review N Effluent/Receiving Waters
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s)and Signature(s)of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wiggs Aky ARO WQ//828-296-4500 Ext.4653/
Signature of Management Q A Reviewer fie. Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3(Rev 9-94)Previous editions are obsolete.
Page# 1

NPDES yr/mo/day Inspection Type (cont.) 1 ,
3 NCO066729 I11 12I 14/02/17 117 18I d
Section D: Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
Present during the inspection were Steve Adkins with the Bradshaw Fire Department and Richie Crowder
with Mitchell County Schools.
Bradshaw Volunteer Fire and Rescue, Inc. is now the owner of the school property. It is a small Fire
Department, so there will be limited flow to the wastewater system (<1,000 gallons per day GPD). They may
host a couple of community events during the year, but still expect the flow to be <1,000 GPD.Therefore,
they have applied for coverage under the General Permit NCG550000,which has been issued
(NCG551618).
The facility has not been in use for a couple of years so during the inspection there were some maintenance
needs pointed out to Mr. Adkins and Mr. Crowder. The maintenance needs included vegetation growth in
the sand bed and chlorine chamber, a crack in the 2nd lateral, the tablet cylinders' broken bottom and the
effluent pipe was buried in sediment. I also pointed out an eroding streambank that should be repaired.
Photo documentation was received via email 3/11/2014 from Richie Crowder verifying these maintenance.
needs had been addressed.
The inspector discussed the importance of operation and maintenance with the new owner; such as the
pumps and alarms (checking floats), keeping vegetation from growing in the sandbeds, and making sure
chemicals are used correctly so they don't cause a problem in the receiving stream. It was also suggested
the chemicals be stored inside. The effluent pipe is at a culvert and the junction of two streams. This is
naturally a depositional area for a stream, so checking on the effluent pipe will be an ongoing maintenance
need to keep it from being covered up. Finally there was some streambank erosion of the corner of the
security fence. If this erosion is not repaired it could get worse and compromise the fence.
Question Abbreviations:
NA= Not Applicable
NE = Not Evaluated
Page# 2

Permit: NCO066729 Owner-Facility: Bradshaw Fire&Rescue WWTP
Inspection Date: 02/17/2014 Inspection Type: Compliance Evaluation
Operations&Maintenance Yes. No NA NE
Is the plant generally clean with acceptable housekeeping? ■ n n n
Does the facility analyze process control parameters,for ex: MLSS,WIRT,Settleable Solids,pH,DO,Sludge n n ■ 0
Judge,and other that are applicable?
Comment: The system has not been in operation for over a year. It has recently been
sold. There is vegetation that needs to be removed throughout the treament units.
See summary for update.
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? n ❑ ■ n
Is the facility as described in the permit? ■ Cl n n
#Are there any special conditions for the permit? n n ■ n
Is access to the plant site restricted to the general public? ■ n n n
Is the inspector granted access to all areas for inspection? ■ n n ❑
Comment: There is a new owner, the local fire department. This sytem will not
discharge more than 1,000 gallons per day, therefore the new owners are requesting
coverage under the NCG550000 general permit.
See summary.
-' Grease Removal Yes No NA NE
#Is automatic grease removal present? n n ■ n
Is grease removal operating properly? n n ■ n
Comment: There are no grease traps. The school used to freeze their grease and
discard appropriately. This same practice is suggested for new owners.
Septic Tank Yes No NA NE
(If pumps are used)Is an audible and visual alarm operational? ■ n n n
Is septic tank pumped on a schedule? ■ n n n
Are pumps or syphons operating properly? ■ n n 0
Are high and low water alarms operating properly? ■ n n n
Comment: There is no visual alarm on this system. The audio alarm works, it is in the
building.
Sand Filters(Low rate) Yes No NA NE
(If pumps are used)Is an audible and visible alarm Present and operational? n n n
Is the distribution box level and watertight? n n ■ ci
Is sand filter free of ponding? 000 n
Page# 3

Permit: NCO066729 Owner-Facility: Bradshaw Fire&Rescue WWTP
Inspection Date: 02/17/2014 Inspection Type: Compliance Evaluation
Sand Filters(Low rate) Yes No NA NE
Is the sand filter effluent re-circulated at a valid ratio? n n ■ n
#Is the sand filter surface free of algae or excessive vegetation? n ■ n n
#Is the sand filter effluent re-circulated at a valid ratio?(Approximately 3 to 1) n n ■ n
Comment: This system has not been in operation for over a year, and now has a new
owner. Repairs to the 2nd lateral will have to be made; there is a crack midway up the
line. Also the vegetation that has grown in the filter will have to be removed. As
discussed, vegetation roots can cause a direct pathway for water through the sand. The
water needs to be well dispersed across the sand so it can flow through the largest area
possible for treatment.
See summary for update.
Disinfection-Tablet Yes No NA NE
Are tablet chlorinators operational? ■ 00 n
Are the tablets the proper size and type? ■ ❑ Cl n
Number of tubes in use? 1
Is the level of chlorine residual acceptable? n n n ■
Is the contact chamber free of growth,or sludge buildup? n ■ n n
Is there chlorine residual prior to de-chlorination? n n n ■
Comment: Vegetation also needs to be removed from this unit. The bottom of the
tablet dispenser is broken; this needs to be fixed so tablets do not fall through.
See summary.
De-chlorination Yes No NA NE
Type of system? Tablet
Is the feed ratio proportional to chlorine amount(1 to 1)? n n ■ n
Is storage appropriate for cylinders? n n ■ n
#Is de-chlorination substance stored away from chlorine containers? n n ■ n
Comment:
Are the tablets the proper size and type? ■ n n n
Are tablet de-chlorinators operational? ■ n n n
Number of tubes in use? 2
Comment:
Effluent Pipe Yes No NA NE
Is right of way to the outfall properly maintained? ■ [I n n
Page# 4

Permit: NCO066729 owner-Facility: Bradshaw Fire&Rescue WWTP
Inspection Date: 02/17/2014 Inspection Type: Compliance Evaluation
Effluent Pipe Yes No NA NE
Are the receiving water free of foam other than trace amounts and other debris? D ❑ n
If effluent (diffuser pipes are required) are they operating properly? n o m n
Comment: The effluent pipe is at the junction of two streams and a culvert, which is an
area of a stream that will accumulate sediment buildup. We had to dig to find the
effluent pipe. The effluent pipe needs to remain exposed. Keeping sediment buildup off
of the effluent pipe will be an ongoing maintenance issue. Also there is some bank
erosion by the corner of the fencing around the chlori ne/dech lori nation units. This
should be repaired to avoid further erosion which could compromise the fence.
Page# 5

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North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A.Reeder John E Skvarla,III
Governor Director Secretary
March 24,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 0002 1965 9660
Mr. Jeffery V. Morse
Town of Valdese
Lake Rhodhiss WWTP
P.O. Box 339
Valdese,North Carolina 28690
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking#: NOV-2014-LV-0115
Lake Rhodhiss WWTP
NPDES Permit No.NCO041696
Burke County
Dear Mr. Morse:
A review of the December 2013 self-monitoring report for the subject facility revealed violations of the
following parameter:
Date Outfall Parameter Reported Value Permit Limit
12/31/2013 001 TSS 38.72 mg/1 30 mg/1
12/28/2013 001 TSS 327.6 mg/1 45 mg/1
A Notice of Violation/Notice of Recommendation for Enforcement(NOV/NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No.NC0041696.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars($25,000.00)may be
assessed against any person who violates or fails to act in accordance with the terms, conditions,or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation,request technical assistance, or discuss overall compliance please respond in
writing within ten(10) days after receipt of this Notice. A review of your response will be considered along
with any information provided on the December 2013 Discharge Monitoring Report. You will then be notified
of any civil penalties that may be assessed regarding the violations. If no response is received in this Office
within the 10-day period, a civil penalty assessment may be prepared.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/weblwq
An Equal Opportunity/Affirmative Action Employer

Mr. Jeffery V. Morse
March 24,2014
Page Two
Remedial actions, if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature,not related to operation and/or maintenance problems, and you anticipate remedial
construction activities,then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter,please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson,P.G.
Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
cc: WQ Asheville Files
WQ Central Files
WQ Point Source Branch
0:'•.WR`,WQ\8urke� ante«!aterl:MLinieipal;:Valclese WWTP 41696"NO 'ARE-2014-1..V-0115.doe

A4J?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 26,2014
DWR# 14-0233
McDowell County
Oakmark Investments LLC
Attn: Jane Fisher, Manager
2042 Maynard Road
Charlotte,NC 28270
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION
PROJECT NAME: Oakmart Investments LLC Shoreline Stabilization
Dear Ms. Fisher:
In accordance with your application dated March 6,.2014, approval has been granted for the impacts listed in
the table below. This approval requires you to follow the conditions listed in the enclosed certification(s)
- r general permit and any additional conditions listed below.
Project impacts are covered by the attached Water Quality General Certification Number 3898 and the
conditions listed below. This certification is associated with the use of General Permit Number 30 issued by the
U.S. Army Corps of Engineers. Please note that you should obtain or otherwise comply with any other federal,
state or local permits before proceeding with your project, including those required by(but not limited to)
Erosion and Sediment Control, Water Supply Watershed and Trout Buffer regulations.
IMPACTS APPROVED
The following impacts are hereby approved provided that all of the other specific and general conditions of the
Certification, General Permit and/or Buffer Rules are met. No other impacts are approved,including incidental
impacts.
Type of Impact Amount Approved
Permanent
Open Waters Above Pool Below Pool
0.01 (acres) 0.01 (acres)
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.orglweb/wgiws
An Equal Opportunity 1 Affirmative Action Employer

Oakmart Investments LLC
March 26,2014
Page 2 of 3
ADDITIONAL CONDITIONS
1. This approval is for the purpose and design described in your application. The plans and specifications J
for this project are incorporated by reference as part of the Certification/Authorization. If you change
your project, you must notify the Division and you may be required to submit a new application package
with the appropriate fee. If the property is sold,the new owner must be given a copy of this approval
letter and General Certification(s)/Permit/Authorization and is responsible for complying with all
conditions.
2. All banks shall be laid back to at least a 2:1 (length: height) slope and riprap applied at the water/land
interface (at full pool). Riprap shall be placed as a linear protective measure upon the regraded slopes.
Stone used in stabilization shall be of a size and density sufficient to prevent movement by wave or
current action and shall consist of clean rock or masonry material free of debris or toxic pollutants. The
rip-rap shall be installed over a toed in filter fabric to prevent soil erosion behind the stabilized area. All
exposed soils, above the Riprap stabilized area,to a distance of 30 feet from the top of bank shall be
replanted in accordance with the attached Guidelines for Riparian Buffer Restoration. This
authorization shall in no way be construed as allowing the installation of a bulkhead or seawall.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written
petition for an administrative hearing to the Office of Administrative Hearings(hereby known as OAH)within
sixty(60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/or by calling the OAH Clerk's
Office at(919) 431-3000 for information. A petition is considered filed when the original and one (1) copy
along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at(919)431-3100,provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5)business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc)
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh,NC 27699-6714 Raleigh,NC 27609-6285
One(1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,NC 27699-1601 ''

,estments LLC
2014
of 3
This letter completes the review of the Division under section 401 of the Clean Water Act as described in 15A
NCAC 02H 0.500. Please contact Tim Fox at 828-296-4664 or tim.foxrncdenr.gov if you have any questions
or concerns.
Sincerely,
JA-
G. Landon Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enclosures: GC 3898
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: Carissa Parker—Bennick Enterprises, LLC (via email)
Tasha McCormick-USACE Asheville Regulatory Field Office (via email)
Wade Harmon—Duke Energy Lake Services
McDowell County Planning
DWR ARO 401 files
DWR 401 and Buffer Permitting Unit
G:\WR\WQ\McDowell\401s\Non-DOT\Oakmart Investments LLC\APRVL.4010akmartInvestmentsLLC.3-26-14.doc

"41A
Ali.
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 26,2014
DWR# 14-0283
Cherokee County
Marvin and Rita Hirsh
455 Little Ranger Road
Murphy,NC 28906
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION
Ranger Road Erosion Control
Dear Mr. and Mrs. Hirsh:
In accordance with your application dated March 19, 2014, approval has been granted for the impacts listed in
the table below. This approval requires you to follow the conditions listed in the enclosed certification(s)
or general permit and any additional conditions listed below.
Project impacts are covered by the attached Water Quality General Certification Number 3885 and the
,onditions listed below. This certification is associated with the use of Nationwide Permit Number 13 once it is
issued to you by the U.S. Army Corps of Engineers. Please note that you should obtain or otherwise comply
with any other federal, state or local permits before proceeding with your project, including those required by
(but not limited to) Erosion and Sediment Control, Water Supply Watershed and Trout Buffer regulations.
IMPACTS APPROVED
The following impacts are hereby approved provided that all of the other specific and general conditions of the
Certification, General Permit and/or Buffer Rules are met. No other impacts are approved,including incidental
impacts.
Type of Impact Amount Approved
Permanent
Open Waters 0.02 (acres)
ADDITIONAL CONDITIONS
1. This approval is for the purpose and design described in your application. The plans and specifications
for this project are incorporated by reference as part of the Certification/Authorization. If you change
your project, you must notify the Division and you may be required to submit a new application package
with the appropriate fee. If the property is sold,the new owner must be given a copy of this approval
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.orgtweb/wgAus
An Equal Opportunity 1 Affirmative Action Employer

Marvin and Rita Hirsh
March 26,2014
Page 2 of 3
letter and General Certification(s)/Permit/Authorization and is responsible for complying with all
conditions.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written
petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH)within
sixty(60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/or by calling the OAH Clerk's
Office at(919) 431-3000 for information. A petition is considered filed when the original and one (1) copy
along with any applicable OAH filing fee is received in the OAH during normal office hours(Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at(919) 431-3100,provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5)business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh,NC 27699-6714 Raleigh,NC 27609-6285
One(1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh,NC 27699-1601

_aa Hirsh
A14
of 3
his letter completes the review of the Division under section 401 of the Clean Water Act as described in 15A
NCAC .0500. Please contact Chuck Cranford at 828-296-4650 or chuck.cranford(ancdenr.g_ov if you have any
questions or concerns. o
Sincerely,
G. Landon Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enclosures: GC 3885
Certificate of Completion
cc: Dale Nolan(via email)
USACE Asheville Regulatory Field Office (via email)
DWR ARO 401 files
DWR 401 and Buffer Permitting Unit
G:\WR\WQ\Cherokee\401 s\Non-DOT\RangerRoadStabilization-Hirsh\APRVL.3.26.14.doc

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WNW
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
March 26,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED—7012 1010 00021967 8043
Anthony Antonio
Bella Matagna,LLC
Post Office Box 467
Waynesville,North Carolina 28786
SUBJECT: NOTICE OF VIOLATION and
RECOMMENDATION FOR ENFORCEMENT
Bella Matagna,LLC Property along Stamey Cove Road
NOV-2014-PC-0072
Stream Standard Violation-Other Waste(In-stream sediment)
Failure to Secure 401
Haywood County
Response deadline: April 14,2014
Dear Mr.Antonio:
On March 4,2014, staff from the Asheville Regional Office of the Division of Water Resources(DWR)
received a copy of a site inspection from the Haywood County Erosion Control Program at your
properties along Stamey Cove Road in Haywood County.
Removal of Best Usage and 401 WQC violations were noted during the inspection and file review.
Unauthorized rerouting and fill impacts to an unnamed tributary to Conner Mill Branch, a Class C water,
were documented.
As a result of the site inspection and file review,the following violations were identified:
VIOLATIONS
I. Removal of Best Usage—15A NCAC 02B.0211 (2)—Greater than 300 linear feet of an
unnamed tributary to Conner Mill Branch,a Class C water,was impacted by relocation of the
stream channel, and back filling of the original channel,representing Water Quality Stream
Standard violation of 15A NCAC 02B .0211 (2).
H. Failure to Secure a 401 Water Quality Certification(WQC)
A review of records confirmed that neither the DWR nor the US Army Corps of Engineers
(USACOE)has received an application for a 404 Permit or 401 WQC,prior to installation of
greater than 300 linear feet of earthen fill. Such an application is required pursuant to Section
404 of the Clean Water Act and Part 15A of North Carolina Administrative Code 2H.0500.
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.ncdenr.orgANeb/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

Bella Matagna,LLC
March 26,2014
Page 2 of 3
REQUIRED RESPONSE
The DWR requests that you respond by April 14,2014. Your response should be sent to the attention of
Chuck Cranford,Division of Water Resources,2090 US HWY 70, Swannanoa,NC 28778 and should
address the following items:
1. Removal of Best Usage—15A NCAC 02B.0211 (2)and 401 Water Quality Certification
a. Please explain why these impacts occurred without prior authorization.
b. Please provide a map of the project area.The map must include all streams and wetlands
on-site, detailing all impacts(i.e.,culverts and/or fill).
Two(2)options exist to resolve the violations related to the 401 Water Quality Certification:
1. Apply to the U.S.Army Corps of Engineers for and receive a 404 Permit pertaining to the
culvert installation, stream modifications or fill that has occurred. A 401 WQC will be
required if the activities are permitted by the Corps. The application process as described
does not guarantee the impacts will be approved.
2. Restore the stream to pre-existing conditions.
a. includes the removal of the impacts,restoration of the stream channel as well as
the restoration of the streambank and buffer along the stream.
If pursuing Option 1:
1. Contact the U. S.Army Corps of Engineers to determine the permitting needs of the
activities you have undertaken. The Asheville office phone number is(828)271-7980.
2. Provide a proposed schedule of when you expect to have the required Pre-Construction
Notification(401 WQC application) submitted to DWR.
If pursuing Option 2:
a. Please submit a Stream Restoration Plan to this office for review and approval. You must
secure an environmental consultant experienced in stream restoration to assist you with
development of your plan and authorization necessary to achieve,compliance.
The plan must include the removal of the impacts,restoration of the stream channel as
well as the restoration of the streambank and buffer along the stream.
It is recommended that your consultant contact Chuck Cranford of the Asheville Regional
Office for additional guidance during plan development. The plan should include the
following:
b. A proposed schedule with dates that indicate when you expect to begin and complete the
restoration work.
c. Once the plan has been implemented and is complete,a final report documenting
restoration of the stream should be submitted to Chuck Cranford. �'`

Aa Matagna,LLC
March 26,2014
Page 3 of 3
Thank you for your attention to this matter. This Office is considering sending a recommendation for
enforcement to the Director of the Division of Water Resources regarding these issues and any
future/continued violations that may be encountered. Your above-mentioned response to this
correspondence will be considered in this process. This office requires that the violations,as detailed
above,be abated immediately. These violations and any future violations are subject to a civil
penalty assessment of up to$25,000.00 per day for each violation. Should you have any questions
regarding these matters,please contact Chuck Cranford at(828)296-4650 or
[e-mail].
Sincerely,
G.Landon Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: Karen Higgins-401 &Buffer Permtting Unit
David Brown,US Army Corps of Engineers
ARO File Copy
Laura Herbert Division of Energy,Mineral,and Land Resources
Haywood County Planning
\ G:\WR\WQ\Haywood\Complaints\BellaMatagnaLLC\NOV2012PC0072.doc

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RMEN
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 27,2014
Mr.Bernard M.Kelly
Davidson River Village LLC
P.O.Box 880
Pisgah Forest,NC 28768
Subject: Notice of Deficiency
NOD-2014-PC-0070
Permit No.NC0000078
Davidson River Village LLC
Transylvania County
Dear Mr.Kelly,
Staff of the NC Division of Water Resources (DWR) recently reviewed the November 2013 Forms GW-59
(Groundwater Quality Monitoring: Compliance Report Forms) for the subject facility. The following items
were determined to be deficient at the time of the review.
1. Volatile organic compound (VOC) analyses were not performed for monitoring wells Q88V2,
Q88V3, or Q88V4. Note that your GW-59 submittal incorrectly indicates the VOC data were
collected and submitted.
2. The"Date sample collected"was not completed on the subject Forms GW-59, resulting in failure to
properly include the November 2013 data in the Division's database.
You are required to take action to correct the above deficiencies on or before April 27,2014.To correct
these deficiencies, please re-submit your Forms GW-59 for November 2013 with the correct "Date sample
collected" completed. You are not required to collect additional VOC data at this time. However, you must
indicate on your GW-59 resubmittal that no VOC data are included.
If you have any questions concerning this Notice,please contact Andrew Moore at(828)296-4684.
Sincerely,
G.Landon Davidson,P.G.
Regional Supervisor
Water Quality Regional Operations Section
cc: Water Quality Central Files
Water Quality Asheville Files
North Carolina Division of Water Resources—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,N.C. 28778
Phone[phone]
FAX [phone]
Internet: http://portal.nodenr.org/webAvq/
An Equal Opportunity/Affirmative Action Employer

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NCDENI
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 27,2014
Mr.Rob Duckett, General Manager
Mountaintop Community Association
P.O.Box 2126
Cashiers,NC 28717
Subject: Notice of Deficiency
NOD-2014-PC-0071
Permit No.WQ0028693
Mountaintop Community Association
Jackson County
Dear Mr.Duckett,
Staff of the NC Division of Water Resources (DWR)recently reviewed the November 2013 Forms GW-59
(Groundwater Quality Monitoring: Compliance Report Forms) for the subject facility. The following item
specifies a permit condition that was in violation during the time of the review.
1. Attachment C of the subject permit requires monitoring wells MW-1, MW-2, and MW-3 to be
sampled every March, July, & November. A review of the Forms GW-59 indicates that the wells
were sampled in December 2013.
To prevent further enforcement actions, please sample monitoring wells as specified in your permit. Failure
to comply with conditions in a permit may result in a recommendation of enforcement action to the Director
of the Division of Water Resources who may issue a civil penalty assessment of not more that twenty-five
thousand ($25,000) dollars against any "person" who violates or fails to act in accordance with the terms,
conditions,or requirements of a permit under authority of G.S. 143-215.6A.
If you have any questions concerning this Notice,please contact Andrew Moore at(828)296-4684.
Sincerely,
G. Landon Davidson,P.G.
Regional Supervisor
Water Quality Regional Operations Section
cc: Bob Barr,RPB Systems
Water Quality Central Files
Water Quality Asheville Files
North Carolina Division of Water Resources—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,N.C. 28778
Phone[phone]
FAX [phone]
Internet http:l/portal.ncdenr.orglweb/wq/
An Equal Opportunity/Affirmative Action Employer

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North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, Ill
Governor Secretary
March 27,2014
Certified Mail
Return Receipt Requested 7012-1010-0002-1967-8371
Kent Mottinger
38 Bear Leah Trail
Arden, NC 28704
Re.: Analytical Results for Private Supply Wells
38 and 40.Bear Leah Trail,Arden
Buncombe County, NC
Dear Mr. Mottinger,
Please find attached the analytical results for water samples collected on February 6, 2014,from the wells
located at the above referenced addresses. The samples were analyzed by the Division of Water Resources
(Division)for total metals,dissolved metals, chloride,sulfate,fluoride, boron, nutrients,(40 Bear Leah Trail
only),alkalinity, bicarbonate,total dissolved solids,and total and fecal coliform bacteria. In addition,
thallium was analyzed by Pace Laboratories,a contract laboratory. Duke Energy Progress'(Duke)
contractor Synterra also collected water samples at the two wells on February 6th and analyzed them
independently. In addition,Synterra's subcontractor EGIS, PA, used a downhole camera to observe the
integrity of the well casing,fracture locations, and other aspects of both wells and their construction. The
work conducted on February 6th is part of a continuing investigation of potential coal ash constituents in
groundwater in your area.
38 Bear Leah Trail
Samples were collected at the well head using a peristaltic pump from a depth of 56 ft below the top of
well casing, corresponding to the depth of an observed, producing(in-flowing)fracture set. Water in the
well was cloudy and contained evidence of iron flocculant/iron bacteria. All sampled constituents were
below the North Carolina Administrative Code(NCAC)Title 15A 2L.0202 groundwater standards(2L
standards) with the exception of iron (2L standard of 300 ug/L)and manganese (2L standard of 50 ug/L).
Total iron was 33,000 ug/L,and dissolved iron was 18,000 ug/L. Total and dissolved manganese were both
780 ug/L.
Based on the concentrations of iron and manganese detected in the water sample, l requested that a
Health Risk Evaluation (HRE) of the water supply be performed by a toxicologist with the North Carolina
Department of Health and Human Services(DHHS).The HRE,which is attached, recommends the water not
be used for drinking or cooking unless you install a water treatment system to remove the iron. It is my
understanding that you already have a treatment system installed to remove iron. If you would like to have
the water inside your home tested post-treatment, please let me know. In the meantime, if you have any
questions regarding the HRE, please contact Dr. Rudo at(919) 707-5911.
An Equal Opportunity i Affirmative Action Employer—Made in part by recycled paper

Mr. Kent Mottidger
March 27,2014
Page 2 of 2
40 Bear Leah Trail
Samples were collected at the well head using a peristaltic pump from a depth of 15 ft below the top of the
well casing. This depth was chosen because down-hole camera observations revealed that the bulk of
groundwater flow into the well is occurring at the leaky interface between the well casing and bedrock, 11
feet below the top of well casing. Because your well's casing is not seated in bedrock enough to preclude
the inflow of shallow groundwater(groundwater not from bedrock),the water in your well is being'drawn
primarily from shallow groundwater moving through surface soils near the well head. Dog waste and other
pollutants present on the land surface are a potential source of contamination to your well. It is
recommended that you consult with a certified well driller and (or)water treatment specialist to discuss
options for repair(e.g., installation of a liner), replacement,or water treatment.
All constituents tested were below the 2L standards with the exception of total coliform bacteria (21-
standard of 1 colony forming unit(CFU) per 100 mL)which was 600 CFU/100 mL. The presence of total
coliform suggests the potential presence of harmful pathogens and is likely due,at least in part,to the leaky
well casing discussed above. Based on the presence of total coliform in the water sample, I requested that
an HRE be performed by DHHS for this water supply. The HRE,which is attached, recommends the water
not be used for drinking or cooking unless it is first boiled for 3 minutes. Also, if you would like to use the
well water for drinking or cooking purposes in the future, it is strongly recommended that you chlorinate
and re-test the well prior to its continued use. Note that the sample named 1C1161ind1 on the Pace
Laboratories thallium results is a duplicate sample collected at 40 Bear Leah Trail. These data and
recommendations for 40 Bear Leah Trail have also been provided to Jimi Mottinger.
Please contact me at(828) 296-4683 if you have any questions or would like to discuss my observations of
the downhole camerawork.
Sincerely,
C�
Ted Campbell
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDENR
Attachments: Laboratory Analytical Results
Health Risk Evaluation
cc: ARO/file
Buncombe County Environmental Health Department

,l2014 00:19 9198704807 OEEB MERA PAGE 01/04
Noarth twoliaa DMsiom of Pubho Health
()ca rlpadond aid BvkMmW#d llpiulemiol vgy B=dh,liOITmWology seetim
BIOLOOIM AN,t LYN PMORT
Private vvell vvatw mfounation od reocummadations County Nme . v �
Sample Numaber,-
�
r.q on:
W,tiat Same OanFirchleiian sample_
BIOLOOICAt.ANALY99 RESULTS AND Ri&MMMDAnONS FOR USIA OF YOUR
I'F.IV 'TB ALL wA R Il008 reaQm datitam�we based an bulologloid analysis oW)_
_ Ian cal irll bacteria caeca Amd in Y=wall'vu*-You warm van be an d'faor off
p vsee invlucting dru> gf paoI s bWJftandebvwmiq&
Totai eeolifam bactaria wm deftod in the:sample WM&indi ca *al l+ars M lea
€roan Iiaman tv animal waste rind enter 60 Von.,M not usethe wit'Or&hd&g or wing
Wass it has been bid for 3 miumm You icy we lm water for all.anther pmpom including
washing dims,bA109 or shtawaft,
Your well wawpeeds to be re-mad to era►tbat the result is accurate.
Fecal ooliform baaerltt were dfemdl in the sample,Do not use the wow for d&kmg,
cook*,uVnaft dishes,bA tg or d wwing.
,a - if the re shorn�inadon by bwwria too t ysr+er loaf half dep�four
assistauae 7[hm may be aproblem with die conelmdon of dies well,the VuwAwater source,ox
g o opaudon of do well.Ile wM mods in be inspected by ft local had&daunt oar ae local
vvell contractm to det the vo bne the problem with Q and to give g i4 mve on how to correct
.r dw 4
hm
Your well water was towd for biological cantaulimuts(toss],colif=and fecal coliform
bactaia).The results were aMmtead ysit>g the federal dduftweer standards.
OrWmg water an q conWn subatmmee:n that on occur nafimrally in water or eaan be intnaalurAd
into we ar h.+om man-made mmes.Tcftl colfnm hack&are fob W soil and ffoml colflorm
bacteria are Mxmd W oimal sand hmmn waste.Totaal colifoupm or fecal conomm bacteria in well
water iufcate that the well may have structural problems at tit the well was trot pt+oWly
LM
4isinfected.
If you have been drhWag the welt water and are pregnant,nu rai ng,have a child ixt the household
under 5 years of age,or nase'(such as an Mvirhtal with AIDS,coca,
hepatitis,dialysis or surgical procedmres)Wform your physician of these results at yow next
visit.
If the contaWnation 4anfift ass,you should investigo tits possibility of drily a now well or
installing a point-of-entry disidection unit which can use chlorine,ult m vMet light or ozone.
For finther information please oontact +our cotmty hadth dopa..rbnwt or fhe 000apati6jaal and
lln^vironmentW Bpidetniology Branch at 919-707-5900.

03/26/2014 00:19 9198704807 OEEB MERA PAGE'''.
r �
North Carolina Division of Public Health
Occupational and Fnvironmentat Fpidemiology Branch,Epideaniology Section
IIYORGAMC CHEMICAL ANALYSIS REPORT q Lly(�
private well water in6rmaf#en and recommendations 6
Coun .rv1 a —Nance: 3S �LQ.� ' Sample,id Number.,
ty: -
Location: Reviewer _--
_tK
ANAL'MIS WORT
Your well water was tested for 15 metals,plus nitrates,altrites,and pH. The results were ovaduattea using the
federal drinking water standards. The pH is a measure of the acidity of the water. Drinking water may
contain.substmes that can,occur naturally in water or+can be introduced Wo the water from ma=ade
sources.
TF$T RMMTS AND USE RECOMMMDATIO14S
Your well water weets federal drinking water standards. Your water c;=be used far drinking,cooking,
washing,cleaning,;bathing,and showering.
The following substance(s)exceeded federal drinhug water standards. Your water can be used for
drinking,cooking,washing,cleaning,bathing,and showering,but aesthetic problems such as bad taste odor,
staining of porcelain,etc.may occur. You may want to install a household water treatment system to address,,,---,,
aesthetic problems.
t"
Barlur �dmiuYn Cesium Xt od& I= IVla eslum
snese selemium sliver Sodium Me H
The Following substan oo(s)exceeded federal drin1dag water standards,We recommend that your well
water not be used for drinking and cooking,unless you install a water treatment system to remove the circled
substance(s). However,it may be used for washing,cleaning,bathing and showering,
Arsenic Bwim I CadmiM I MMium I COPM I Fluoride Lvad on Ma esivar
axes Meru N%ratelmi ie 3eleniu SiIvex 5adium Ziaa H
Re-satmpling is recommended in months.
Re-sample for load clad/or copper. Take a first draw, 5 minute,and 15 minute sample inside the house
(preferably the kitchen)and if possible a first draw,5 rninute,and a 15 minute sample at the well hood to
determine the source of the lead and/or capper.
OTURK CONSIDERATIONS
Routine well water sampling for the abow eubatanccs is moommcndcd every two to thm ye=. Sample
your well water when there is a known problem or contamination in your area,after repairs or replacement of your well, or after a flooding event. Contact your local health department for sampling instructions.
ti For further information please contact your county health department or the Occupational aad Environmental
Epidemiology Branch at 90-707-5900.
. t
.,.` RoWNFA nviiiiiil'.2911

;2014 00:19 9196704807 OEEB MERA PAGE 02/04
Ntrttla.Camlija Dimiom OfPtrblia kleelth
BIOLOGICAL ANALYSM REPORT
Private well water informmlian aad.tmemdaliona
con*: 14ZOVA Name: ° L temple M Numb :
Location: Reviewer
Initial Sample tf.. OontlCmaI'aat Sannple
BIOfL,00WAL ANALYSIS RESULTS AND.R QM pAT.fGiNS FOR ISM OF YOUR
PRIVA,M WELL WATER(Il iese noommtiendadons are based on Volodol anWos only.).
No colffi m bacteria wee fnand in yamr well wdw.Yaw water.cart be used*for all
pmp/o`ses indludn duin da&cooWm&waddag dim,bobing and dwwea y*
✓ Totsl voHfi rm b wWh were debeded in the Sample wiaatt JudiV that hIMMM bwuia
fiemu human or animal wash could enter the we11.i?o not use Oo water fbrr drinking at cooking
unless it has bm belled for 3 autos. You'May use year water for all 011M pMaaxes
washing�i, o d g or showain,g•
✓ Your wail wa#er,needs to be re--teed to V8*that&0 MMR is accMte.
Fecal coIifarm bacteria ware detectM in the sample.Do net use the waW ft ddnl ft
cookie&washing die ,bWft or aboww4
if do mt*Am coumminLflon by badeda contact your,local health dqmuxw ft
essist'anc& There may be a problem with tbto constamation of the wail,the growdwatter wwca,or
ope Wong of the well.The well needs to be htapeotedby the local with deft cor a heal
vmU contractm to determine the problem with the well ad to give gcaidmme on how to=xeet
the problesa.
Your well water was tested for biological o ndmninem(toted colifnn and fecal colifbn n
bactera).Tlae results were aduated using the f 'edeml ddnWng inter styli Ws.
Drinkfng water may codtein mbstanow Od can cc=mturalty in water or coon be introduced
unto water from man-fie wnces.Taal eoli rmt bacteria we found in sail and fecal coem
bacteria arm Amnd in at oral aW human waste.Fatal coff0sm at fical cobfarm bacteria in.woll
water iu&cate that the web:may have*wturat problems or that the well was not properly
aisiakoted..
If you have berm drinking the well water and are prq aatt,mu'eing,have a child in tote hom ehold
under 5 years of age,or immu ocompromised(snob as an individual with AIDS,Cncer,
hepetitis,dialysis or surgical procedures)inform your phy*ian of these results at your next
visit.
If the wntamination continues,you should investigate the possibility of clrilft a nor wit or
installing a point-of-entry disinfection unit which can use Morino,ultraviatat fism,or now.
For furtlaear infonnnation please contact your wtmty health depat neat or the 0ocupetidnal and.
Environmentaa Epidemiology Branch at 919-707-5900,

03/26/2014 00:19 9198704807 OEEB MERA PAGE
North Caroline Division of Public Health
Occupational VM Environmental Epidemiology Branch,Epidemiology Section
INORGANIC CEWMCAL ANALYSIS REPORT
Private well watw in#ormat i n and mommendations
Coup �uVVI&imla �)' y' ZAal Sample Id Number-
Location: Rwriewer --
ANALYSIS RVORT
Your well water was tested for 15 metals,plus nitrates,nitrites,and pH. The results were evaluated using the
federal&lnlcing water standards. The pH is a measure of the acidity of the water. Drh4ft water may
contain,substances that can occur naftmWy;in water or can be introduced into the water firom manmade
sources.
TEST 1ti ULTS AND USE RECOMiV NDATIONS
Youx well water meets Federal drinking wart standards. Your water con be used for drinking, cooking,.
washing,cleaning,bathir►g,and shovverutg.
Tbc following substatrce(s)exceeded federal drinking water standards. Your water can be used for
drinking,cooking,washing,cleaning,batbing,and showerin&but se "c problems such as bad tasty,odor,
stall' of porcelain,etc.may occur. You may want to install a household'water treatment system to address-,
aesthetic problems.
Hari= Cadmium. a rmium I Fluorida I boron 1Vfa esiam
MMUMAOST Selenium silver ubaI Zinc I OR
The following substance(s)exceeded federal drinking wafter standards. We woommend that your well
water not be used for drinking and cooking,Unless you install a water treatment system to remove the circled
substance(s).However,it may be used for washing,cleaning,bathing and showering.
A,rseWr, Barium Clrowium I Co er Fluoride Iron Magnpsium
iVl ese Mer NitraYe/Nitrike saten'nmm I Silver I Sodium Zinc H
Re-sampling is recommended in months.
_Re-sample for load and/or copper. Take a first draw, 5 minute,and 15 minute sample inside the house
(preferably the kitchen)and if possible a first draw, 5 minute and a 15 minute sample at the well head to
determine the source of the lead and/or copper. .
l'1T1JER CONSIDERA►TIOP]S
RQutlne well water sampling for lire above substances is recommended every two to three yours. Sample
your well water when there is a known problem or 00at tninatlon in your area,after repairs or replacement of
your weft,or after a flooding event. Contact your local health department for sampling instructions.
For further information please contact your county health department or the Occupational an4 Environmental
15 Epidemiology Branch at 919-707-5"0.
5
�� Rrwhofi Jannnr 2011

AQUIFER PROTECTION FIELDSHEET North Carotins
Q Department of Environment and Natural Resources
DIVISION OF WATER RESOURCES-AQUIFER PROTECTION SECTION
Location code C tf`A% S��AM�/PLE TYPE SAOP—LEE PRIORITY J
County_ 6st tA.Ce"P arwl.ter L7 Routine ,vl ; 49Lab NQuad No Serial No. Soil Emergency❑OtherDate Lat. Long. Reedel.,
❑Chain of Custody Other.
Report To'.S�BL�FRO,MRO,RRO,WaRO,WiRO, Data Entry By: �;
oun
WSRO,Kinston FO,Fed.Trust,Central Off.,Other Date Reported:
Shipped by:Bus, Hand Del., Pu �;
Collector(s): Date Time�C� Baseline,Complaint,Compliance,LUST,Pesticide Study,Federal Trust Other
FIELD ANALYSE �_ ` Owner (dtde one)
PH 4W Spec.Cond.q4 at 25aC ' Location or Site
Temp.lo aC Odor Description ofsamphng point
Appearance Field Analyses By: Sampling Method Sample Interval
Remarks uno• �ar•
LABORATORY ANALYSES (Poop re fast,air temp.,ate)
BOD310 n18/L .If..Solids 70300 - -
COD Hi 340 nth' AgAlutni 46566 u
raxhlorine Pesticides
8h i mg/L Fluoride 951 mglL AI-Altunimtm 46557 o horns Pesticide
COD Low 335 ang/[, Hardness:Total 900 mg/L As-Arsenic 46551 u Nitro n Pesticides
_ Colifarm:MF Feca131616 /100m1 Hardness(non-cub)902 m8/l, Ba-Barium 46558
u Acid Herbicides,
\ , Colife=.MF Total 31504 /100M Phenols 32730 u8n Ca-Calcium 46552 - PCBs
TOC 680 - mg/L Specific Cond.95 µMhoslem Cd-Cadmium ra
46559 u
Tmbidlty 76 NTU Sulfate 945 eng/L Cr-Chromium46559 - prp
u
rBicwtonate440
e,Total Suspended 530 mg/L Sulfide 745 m8/L u-Copper 46562
uPJL
Fe-Iron46563 u Semivoladle nits
Oil and Grease mg/I HS-Mercury 71900 u TPH-Diesel Rage -
units K-Potassium 46555
ity to pH 4.5 410 mg/L Mg-Magnesium 46554 m
m
uxfL
ity to pH 8.3 4IS mglL ,Mo-Maraganc.46565
Volatile ics OAbottle ate 445 mg/L NHr as N 610 m8/L .So non 4 5556 m TPH-Gasoluw Ran a
nate 440 m8/L TKN as N 625 dioxide 405 r"8/L Ni-Nickel u TPH-BTEX Gasoline Rm/L 'NO,+NO,as N630 - m8/6 Pb-Lead 46564e 940 mg/L - P:Total as P 665 m uSn- So-Beleniumuum:Hez 1032 ug/L Nitrate(NOa as N)620 mg/L Zn Zinc46567 UPJL
ea:80 Cu Nitrite(NOs as N)615 - mg/L LAB USE ONLY
Cyanide 720 m8/L Temperature on arrival(eC):
Lab Comments
OW-54 REV.82013 For Dissolved Analysis-submit fiftered sample and write"DIS"in block:

AG04J9s " *MtLa6orato SecdOIt Vsi(ts
county: BUNCOMBE Sample ID: AC04916
Ri+rei Benin PO'Nurhber-' 1:4GO(HO
RepprtTe ikRt7AP`
Date Received;, "tow
Time Received, Qd:OQ-
Collector T CAMPBELL Labwoft LoginlD MSWIFT.
Regidrr: ARO I<5t!!!Lt�wT)I�@11Ct'i Final RepdrtDate 317114
Sample Matrix: 'GROUNDWATER: Report Print Date; 03107MU
Lop,Tgpe:; WATERSt1PPLY Firia_
Emergency Yes/N- }lisitfQ
COG"Yes]No:
Loa.[escr.: 38 BEAR LEAH TRAtLARDEN N
Locatimib; 1C1138"6EARLEAHTRAIL CallectESate: 02*i2014 cof[eatTime: 14:1D SampioDepth`
If this report is lakoled preAMInary report,the results have noftieen V, tidaiterl, Da not Use.for.Pegulatorypurposm
ResulU Method Aridlysis Validated by
G. �# Anal�ite Name PQL u�ilifet� Unrts Refier.�:nce f3a�.
LAB
Sample temperature at:receipt by lab 17 2l11114 MSWJFT
WET
OR CflrorriatQc rephy _TITLE+_; mst, EPA 3Q0:Q rOr2.'I 2l14l1,4 CGI�EEFI,
CltlQriOe. .a 033 mgtt EPA 30(1II re .1 2/17:t14 cG#EE I
.: 2f1'Il14 ec�RE�I�
Fluflrlde Q# Q:4 U n?sli EPA.3otta re ,1
Sulfates �.0 66
mg/L EPA300:trrev2.1 111f14 CGFtEf=tJ'
744022.4 Ag by ICPMS 1.0 Loll' u91L. EPA.200,.8 3l7h4 ESTAFFORD1
ESTAFFOFiD'I -
_. _. ug/L t�PA"200.7 314d14 !
7429 9b-5 Al by I P' 5g 720
EPA20
7440-38 2 As by f11J dace �.4 2x:0 V
CIgtL: t1:;9 3 M4 ESTAFFC71 I71\
S rA
16Q ugl[ EPA. 00.7 3l5I1'4FFORDI
74219-90.5 13 by IGP' sTAFFORi 1
1 a >25 PA 2oo":r 3i3f14
744d 38-3 Ba t3y f�P �'`TAFFt�1tt}1
7440 79 tia"b, FOP 0 10 19
mg/- EPA,200 7" 3l3h4
144D-43-9 Cd by ICPCVIS t j:6f}`: p,82 ug/, .8 4M14 E57AFF4RD1
7440474 Cr fxjt fCA7lS 1"Q- .Q U �+9�L EPftAB 3/T�14fiAFf(Rr11
L EPA 20E 8 3l7l14 ESTAFFORD1
7440-5e-8 Cu b}t I'CPMS '2_0 21.0 t7 I
7439-89-6 Fe,by ICP 50 33000 tj� EPA.240.1 .314k44 "" ESTAFFORDI
!L �1L14 E-STAFFORDI
7440 09 7 # by ICP 4.I �.0 ugtL
0.2
7439�97=6 H 2�5,9
9
'[ri9�L EPA.2OU.7 _ 3/3l14 ESTAFFORD1
7439-95-4 fif1g"fly ICP,
A G 6 4 rrlgfL EPA200.7 313114 9TAFFORD7
74*96-5 fiitrt by ICP 1#l' 780 uglL EPA.200.;7' 01414 ESi`AFFORD
744"$_t N.by ltfP p.1 g 20 mg/L EPA2©01 113114 EaTAFFORM
7440-02 0 N.f by"furrtaee'
2.t7 96 VAEPA200:3 2<;?7l14 FSTjXFFORtl1
7439-02-1 Pb k7 G'1�MS 2,0 2 O 11 ugE EPA 20tl:8 3171(4 ESTAEF.Or D1
77$2 49 2 Se by fi.rrriace 5.0 5 tf`U
ugdl, EPA.2Qq'0 7/27l14 ESTAFEORD1
74A0166 Ci' �Lti by I ;P 10 3 u91L E,f'AZ411t:7 W04 ESTA'FOR171
Laberatdry Sebtidn7:�,'1623.Ma11'Serviee Cetrter;itaiei0h;>NC 276991423 ("%7334908
Foead�iiSQdEsealpti�tB¢r6xB qu6Yl�iCt'Gba�SrefBtief fii" z ".ri«t 'tk.tech$citse#tl' aatl°r t5aes .,n "m:nr' '- ab;rdfiiiA hea
Page 1 of 1

AQUIFER PROTECTION FIELDSHEET North Carolina
_ Department of Environment and Natural Resources
DIVISION OF WATER RE CFS-A UIFER PROTECTION SECTION
Location code
D 3/� SAMPL TYPE SAMTpLE PRIORITY tb umber
County TiGKCOWtbO� Sd R Water ( outine
Quad No Serial No. [ISoil El Emergency `
Other Data Received Tin�,��„ i
Lat. �Bg' ❑ Read$Y: x From:Bus,by,Hand Del.,
❑Chain of Custody Other:
Report To:&FRO,MRO,RRO,WaRO,WiRQ Data Entry By: Ck:
WSRO,Kinston FO,Fed.Tms Central Off.,Other. - Date Reported:
Shipped by:Bus,Courier,I1. 0 1 r. Purpose:
Collector(s): Date Time IC Baseline,Complaint,Compliance,LUST,Pesticide Study,Federal Tmst,Other.
FIELD ANAL SES 2=(' Owner (drda nag)
PH 4W Spec.Cond.ee at 259C Location or Site r
Tempaa eC Odor Description ofsamplmg point
Appearance Sampling Method Sample Interval
Field Analysis By: Remarks e
LABORATORY ANALYSES (Pump np dine,air temp:,ate)
BOD 310 mg/L Diss.Solids 70300
COD High 340 mg/L AI_"" ,46566k�y u Or nochlorine Pesticides
COD Low 335 mom' Fluoride 951 mglL AI-Aluminum 46557 o Oro ho how Pesticides
ns8/L Hardness:Total mglL As-Arsenic 46551 Nitro Pesticides
Colifotm:MF Fecel 31616 /100m1 Hardness(non-carb)902 mglf. Ba-Barium 46558 u Acid Hertiieides
Coliform:MF Total 31504 /loorrd ,. Phenols 32730 ug71 Cafalcium 46552 PCBs
TOC 680 mg/L .. Specific Cond.95 µMhoskm Cd-Cadmium46559 - _..
Tmbidily 76 NTU Sulfete945 u
_ mglt. CnChromium 46559
Residue,Total Suspended 530 mg/L Sdfide 745 mg/L Cu-Copper 46562
Hrr-Me 46563 - Semivolatile oics
Oil and Grease mg/L. Hg-Massi 46555 a TPH-Dicsel Ran
pH 403 wits K-Pomssimn 46555 m
ge
Alkalinity to pH 4.5 410 mg/l. Mg-Matsmium 46554 „t
Alkalinity fo pH 83 415 mg/L MaMangenese 46565 u211. Volatile Or ics VOA bottle
Carbonate 445 mglL NHs w N 610 -
'n8ti Na-Sodium 46536 11,011. TPHCesoline Ran
Bicatbonate440
mg/L TKN as N 625 _ 1118/1, Ni-Nickel
uRIL TPH•BTEX Gasoline Ran e
Carbon dioxide 405 mg/L NO2+NO3 as N 630 mg/L PbLead 46564 u
Chloride 940 -WL P:Total as P 665 m ga- So-Selenium
Chromium:Hex 1032 up/L Nitrate(NO,as N)620" vi g/L U I Zo-Zinc 46567-••
.Coloa:True 80 - - CU Nitrite(NOt m N)60 mg/L LAB USE ONLY
Cyanide 720 - tggl[. - Temperature on arrival CQ: .,�
Lab Comments
GW-54 REV.82013 For Dissolved Analysis-submit filtered sample and write•'DIS"in block.

AC04017 C OWRLaboratory 5ec66n•Wesufts
County, BUNCOMBE Sample ID AG04017
Ricer Basln PO Number# 14D0020
Report To Ai3bAP Date Received: fl1111)201d
Time Received., o8:9.Q
olieeto„r. T GAMPBELL La bworks Lvgin'ID MSWIFT .
Region,. AM Final Re9iortIf tiatkeU�CE$
Finial Report Wei 317114.
Sample Matrix: GROUNDWATER: Report Print Date:; 03/07/2 U
Loc.Type.: ufrATERsuPl?Ll' Final Report'
Emergency Yes/N Vis�tlGt;
C :Yes/No:
Loc.t)escr,:. :JIM[MOTTIROERi XBEAK LEAH`TRAILARVEN.NC
Lora#fonlD: 1C113.S.BEAFtLEAHTRAIL Collect Date.. 02/06/20.14 Collect Time` 104a SempleDepYh'
lfthfs-report is fafrefed'prelfrnMary report,the results have nOt bft.jIvalidated, Ito not use fdr RegruM&wPurpose&
Resultl` Method And fs Validated by
CA" Anafyte Name PQL Units
ualifi<er. � P16f, fi6cej L?afe
LAB:
Sample temperature at:°rscefpt by lab 17 aG 2/11/14 MSWIFT
MET
7440 N' Ge=pitsoi -ed GQlcium b IGP f1,1 a 19 mgr >~wA 2ao r st3r.a STA oRo:
7440-43 s rid [7isseNe0 Cadmium b'r IGPW 0.6 QJ7 FOIL EPA2a W-14 90TAFF9jRo1
7440474 Cr-DfSSOflfed ChrgMIkini by IGPMS 10 1Q u ug1L, EQA 20Q: 3%7114 EsTaFFoRD1
744'0-5" CU Dissoltted� pf3er by IOWS 2.Q 2 0 U
uglL EPA2408 317/14 EST44FFORDI
7439-89-6 Fe-DISSOlved iron by 10P ;SU; 18006 u9fL EPA 200 7' 314114 ESTAFFORD1
jj 744E 094' K-Dissolved.Pofassiurrl by ICT OA CI 3.0 mg/L EPA200.7 33-14 ESTAFFQRDI
7439-95-4! mg: D ssaived Magnesium by.t P 0.111 m8/L EPA200.7 313/14 ESTAFFORDI —
7439=-96-5 Dissolved Mn by.fCF' 1.Q: 7,60
u9/L. EPA200.7 3/4/14 ESTAFFORD1
7440 23-5 Na-D'I,ssolved SOd1um by IGP' 0.1 1 20 mo/L EPA200..7 3/3f.14 EsWFORD1
7439-924 Pb,-Dissolyed Lead by lCf"MS 2-0 2:0 U �ugk EFA-2Q4;8 317114 t$TAFFQFtDI
7440 22-4 AgZfs�ohMd. Silver by IGPMS 1 tJ 'I:Q.tJ u li PA400A � 14 TAFFORDI
74 9 90-8 �;)-QlgSplV,eff.Aful7tlrlutTl by IGf?` 5Q11,210ug/L.. EPA.4000 3MY14 ESTAFFORDI
7440.38-2 As Dlsspived k?y fLirnac 2.t► 2,0 a u911, EPA200.9 WINsrAFFORDI
M40-30 8" )3a C}isSQIV$d Banurri ksj!1 14 25 u L 'ERN2W 31304 JEMFFORDI
7439z97--& Hg c ;1 Cl. 0.20lr ug/L, EP-240.1 12,1114 ]STAFFORD1
7440=02-0 Ni Dissolved by furnace 2 0 $;3 ugtL EPA200<9. 2/27/14 R sTAFFORDI
7782-49-2 Se Dissofved by furnace 5:© 5:(I tJ u.9n EPA 200.9 2127114 ESTAFFORD1
7440-66-6 Zn-f3fs5olved Zinc by I0P• 10 3"1 uglL EPA200.7 314114 ESTAFFCIRD1
Lahoratoy Section>?1623 Mall Service Cebtet,,;Raleigh,•NC 2,769946M (919)7333908
F0F8 d�C0iF:esl deserfp$na Bf8i9 quelHfgt'toded refe7Yah -P:' nn B" afisa` f�chSsisH[6' iRet L^dtl sih,
Page 1 Of 1

North Carolina
AQUIFER PROTECTION FMLDSHEET Numal Resources
nlvisloN o WATERDFDepartment
ofSouxcEs Avironment anndIFER PROTECTION SECTION
Location code f G9 S 4- - SAMPLE TYPE LE PRIORITY
County �[tuL� Pi Water Routine Lab Number
Quad No Serial No. - ❑Soil ❑ Emergency Dane Received O(•tv•1 TS ue: s o
Lat.- Long. ❑Other Redd By: m Bus Courier DeL
❑Chain of Custody Other
Report To:10FRO,MRO,RRO,WaRO,WiRO, Data Entry By: Ck
WSRO,Kinston FO,Fed.Trust Central Off,Other. Dam Reported:
Shipped by:Bus,(! d DeL, er Purpose:
Collector(s): Date Tim ec� rr� Baseline,Complaint,Compliance,LUST,Pesticide Study,Federal Trust Other
FIELD ANALYSE -6'-(l{ Owmer` (a ae one)
pH 4- Spec.Conc194 at 25-C Location or Site 3 7' ty�j Awnj
T—P.lo eC Odor Description ofsampling point
Appearance Sampling Method Sample Interval
Field Analysis By Remarks �.
LABORATORY ANALYSES (Pumptm time,airtemp.,etc.)
HOD 3l0 - mg/L V Disc.Solids 70300 m&L AS-SOM46566 UP& OButochimisopesticides
00DIigh340 milt. Fluoride 951 mWL Al-Aluminum 46557
Pesticides
CODL-335 mg/L Hardness:Tood 900 mg/L As'Arseenie 46551
ug/LNano Pesticides
....,\ Wifacm MFFeca1316I6 /100.1 Hardous(non-tatb)902 MOIL Ba-Bai.46555 mi& Acid Herbicides
Colif0m:MFT0td3l504 /100.1 Pheaols32730 ug/1 Ca-Caleium46552 m9fLPCBs
TOC 680 mg/L Specific cood.95 pMhos/cm Cd-Cadmium46559WL
u
Turbidity 76 NTU Sulfate%5 mg/L Cr-Chromium 46559
Residue,Taal Suspended 530 mglL Sulfide 745 mg/L Cu-Copper46562
uWL
Fe-b-46563 Semivolatnc
Oil and Grease nrg/L Hg-Memuty 71900 uWL TPH-Diesel Rua
pH 403 mua K-Poussimn46555 m
ARsliailytopH4.54i0 mp/L Mg-Maposium46554 _—�
AUalfrdtym pH U415 mg/L Mo•Maogx-46565 Volatile OA botde
Carbonate 445 mg/L NH3 as N 610 mg/L NaSodium 46556 mWL TPH-Gasoline Raujm
Bicarbonte440 MIX TKNasN625 mg/L Ni-Nickel UIULTPH-BTEXGasolinu
ganga
Carbon dioxide 405 mS/L NO,+NO,as 630 MOIL Pbl.ead 46564 UWL
Chloride940 mg/L P:Total as P 665 mg/L sesaleama,
Chromium:Hex 1032 -S& Nitrate(NO3as N)620 mg/L ZmZMc 46567 UWL
Color.Tmes0 CU Nioite(N%ssN)615 mg/L LAB USE ONLY
Cya ide 720 - MOIL Temperature on arrival(Q:
Lab Comments
OW-54 REV.a2013 For Dissolved Analysis-submit fik=d sample and write"DIS••in block.

4049,04 C OffIkLa66tut6ry S&60n&suits
Qourtt)r: BUNCOMBE Sample la; AC0480.4
River Basin PO Nurnbec# ARO
Report To AROAP Date Received; OL7p613Q
Time Reserved 8.30•
Collector; T.CAMOBELL L-bWoft Login'ID IC 11MISON2
Rtigioi5: ARO IL�1fi5i1flR Q lkl ll�iE$ y11rr�5
FInai ReportMite! 333/14
Sample Matrix: OROUNDWATER
Lop.Type; WATERSUPPLY
Final Reptit't' Report Print Date- Q3lQ312Q14
Emergency YtSINO �isitlD
COG.Ves No
Loc,.pescr; J1Mt MOTTOM 38'BEAR LEAWTRAILARDEN,NC
Lo.'cativrr`10. 1C1138BEARL�HtRAII CoilepY pate 02I0.612014 "GollectTirr e; 16;411 Samp[e.Depth;
If€his,report'is f tieled"prelin►iriary report,the results have no been"lidafe& .Do natuse for;Regulatbry purposes:
F illtl Method, AnN 17attit tell by
AS jM11Yte Name PQL Units
:� uelifier Refee�n Cafe.
Others
Sample temperature at'veceipf t>y lab 1 5 216114 RBYRD
Coliform,MF Fecal in Liquid 182 Ci=LTi1;QOm1 APHA922 ,2Qth Mf4 C-GREEN
Qollfo"rin,.MF Total in liquid; [ 102 OFl3t1OOMI APHAs222g Cott ✓sn4 REEK
fU1 bidl f: 32 NTU ARHA2't;3fi13 20tt[ 2" POWON
Total"ai�sotved SQltt13 In liquid I2 225y mgll APHA254tYO T1 F 2t1111:4 t GREE 1;
Aikallntfjr to PH 45 of ltquid; _TITLE mg/L as 0"3 akPHA2 8 zM 2f1 M,4
Aikallnlf t,5 mAAf: ,paCO .4PNA23"-gQth 2117114 �GI�EEkJ
Alkalirii"-3 - i.tl 1 U
mg(L asCaG03 APNA23go8"- th 7J1�114 CGREEirI
_.. .. . ..._. . ... _ . _ W. ... T. .. w_"". _ w_
Bicarbonate '1.0 1 u mgLas C-03 APHti�32Q82Qth 2f111,14 GOREEN r
Carbonate 10 i l mglL as CaCO3 APHA232QB 20ttr 2t1 1T4 GOREEN
_.
ARNA2 2Ut 2t4
pHAlkalinity 4, CGREENt
Laboratdry sectton>�.1623 Mail Service Cetlte4AAleigh,,NC 27699.1623 19191,733-3908
For.atl¢Ea1ai3-dab�ipYitftr 3fthe qualifieC'i,`bd8.9 rafatYEY trietenr' eK.". 6 tiechasslttMEfa I. i CatlSxir. "Ifered"ewc ".. b Birth"' F5 'isti
Page 1 of 1

Pace Analytical Services,Inc.
2225 Riverside Dr.
ae�Ana>��r�at
Asheville,NC 28804
[phone]
February 18, 2014
Mr.Ted Campbell
NC Dept. of Env. &NR
Division of Water Quality
2090 U.S. 70 Highway
Swannanoa, NC 28778
RE: Project: Thallium 2/6/14
Pace.Project No.: 92189064
Dear Mr. Campbell:
Enclosed are the analytical results for sample(s) received by the laboratory on February 07, 2014.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.. Page 1 of 9

Pace Analytical S.
2225 Rive,
Asheville,NC 1'
+e+s3 P23r eLs,L rm (828)254-hi:'
CERTIFICATIONS
Project: Thallium 2/6/14
Pace Project No.: 92189064
Minnesota Certification IDS
1700 Elm Street SE Suite 200,Minneapolis,MN 55414 Michigan DEQ Certification#:9909
A&A Certification#:2926.01 Minnesota Certification M 027-053-137
Alabama Dept of Environmental Management#40770 Mississippi Certification#:Pace
Alaska Certification#:UST-078 Montana Certification M MT CERT0092
Alaska Certification#MN00064 Nevada Certification M MN00064
Arizona Certification#:AZ-0014 Nebraska Certification M Pace
Arkansas Certification#:88-0680 New Jersey Certification M MN-002
California Certification#:01155CA New York Certification#:11647
Colorado Certification#Pace North Carolina Certification#:530
Connecticut Certification#:PH-0256 North Dakota Certification#:R-036
EPA Region 8 Certification#:Pace Ohio VAP Certification#:CL701
EPA Region 5#WD-15J Oklahoma Certification M 9507
Florida/NELAP Certification#:E87605 Oregon Certification#:MN200001
Georgia Certification M 959 Oregon Certification#:MN300001
Hawaii Certification#Pace Pennsylvania Certification#:68-00563
Idaho Certification#:MN00064 Puerto Rico Certification
Illinois Certification#:200011 Tennessee Certification M 02818
Indiana Certification#C-MN-01 Texas Certification#:T104704192
Iowa Certification#:368 Utah Certification#:MN00064
Kansas Certification M E-10167 Virginia/DCLS Certification M 002521
Kentucky Dept of Envi.Protection-DW#90062 Virginia/VELAP Certification#:460163
Louisiana Certification M 03086 Washington Certification#:C754
Louisiana Certification#:LA080009 - West Virginia Certification#:382
Maine Certification#:2007029 Wisconsin Certification#:999407970
Maryland Certification M 322
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.. Page 2 of 9

e Pace Analytical Services,Inc.
ocVAn**a/ 2225 Riverside Dr.
ttiwwptebstwiif Asheville,NC 28804
[phone]
SAMPLE ANALYTE COUNT
Project: Thallium 2/6/14
Pace Project No.: 92189064
Lab ID Sample ID Analytes
Method Analysts Reported Laboratory
92189064001 1C11 38 Bear Leah Trail EPA 200.8 RJS 1 PASI-M
92189064002 1C11 40 Bear Leah Trail-Filter EPA 200.8 RJS 1 PASI-M
92189064003 1C11 Blind 1 EPA 200.8 RJS 1 PASI-M
92189064004 1 C1 1 40 Bear Leah Trail Pond EPA 200.8 RJS 1 PASI-M
92189064005 1 C11 40 Bear Leah Trail EPA 200.8 RJS 1 PASI-M
92189064006 1C11 38 Bear Leah Trail Filter EPA 200.8 RJS 1 PASI-M
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.. Page 3 of 9

Pace Analytical
2225 Rive
Asheville,Nc ,
r actsr41 (828)254-71,,
ANALYTICAL RESULTS
Project: Thallium 2/6/14
Pace Project No.: 92189064
Sample: 1 C11 38 Bear Leah Trail Lab ID: 92189064001 Collected: 02/06/14 16:40 Received: 02/07/14 08:30 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 21:23 7440-28-0
Sample: 1C11 40 Bear Leah Trail Lab ID: 92189064002 Collected: 02/06/14 15:05 Received: 02/07/14 08:30 Matrix:Water
Filter
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA200.8
Thallium 0.11 ug/L 0.10 1 02/12/14 09:00 02/12/14 21:14 7440-28-0
Sample: 1 C11 Blind 1 Lab ID: 92189064003 Collected: 02/06/14 15:10 Received: 02/07/14 08:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium 0.12 ug/L 0.10 1 02/12/14 09:00 02/12/14 21:19 7440-28-0
Sample: 1 C11 40 Bear Leah Trail Lab ID: 92189064004 Collected: 02/06/14 14:30 Received: 02/07/14 08:30 Matrix: Water
Pond
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 21:58 7440-28-0
Sample: 1 C11 40 Bear Leah Trail Lab ID: 92189064006 Collected: 02/06/14 15:00 Received: 02/07/14 08:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 22:02 7440-28-0
Sample: 1C11 38 Bear Leah Trail Lab ID: 92189064006 Collected: 02/06/14 16:40 Received: 02/07/14 08:30 Matrix: Water
Filter
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 22:07 7440-28-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc.. Page 4 of 9

Pace Analytical Services,Inc.
e 2225 Riverside Dr. .
Asheville,NC 28804
w�yW paci9labsigrl.
[phone]
QUALITY CONTROL DATA
Project: Thallium 2/6/14
Pace Project No.: 92189064
QC Batch: MPRP/44421 Analysis Method: EPA 200.8
QC Batch Method: EPA200.8 Analysis Description: 200.8 MET
Associated Lab Samples: 92189064001,92189064002,92189064003,92189064004,92189064005,92189064006
METHOD BLANK: 1623229 Matrix: Water
Associated Lab Samples: 92189064001,92189064002,92189064003,92189064004,92189064005,92189064006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Thallium ug/L ND 0.10 02/12/14 20:55
LABORATORY CONTROL SAMPLE: 1623230
Spike LCS LCS %Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
Thallium ug/L 80 82.2 103 85-115
MATRIX SPIKE&MATRIX SPIKE DUPLICATE: 1623321 1623322
MS MSD
92189064001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc Result Result %Rec %Rec Limits RPD Qual
'Thallium ug/L ND - 80 80 79.0 79.4 99 99 70-130 .4
i
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc.. Page 5 of 9

Pace Analytical'
2225 Rives
( � Asheville,NC
wsvwpaoelebsr (828)254-7i
QUALIFIERS
Project: Thallium 2/6/14
Pace Project No.: 92189064
DEFINITIONS
DF-Dilution Factor,if reported,represents the factor applied to the reported data due to changes in sample preparation,dilution of
the sample aliquot,or moisture content.
ND-Not Detected at or above adjusted reporting limit.
J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Limit.
PRL-Pace Reporting Limit.
RL-Reporting Limit.
S-Surrogate
1,2-Diphenylhydrazine(8270 listed analyte)decomposes to Azobenzene.
Consistent with EPA guidelines,unrounded data are displayed and have been used to calculate%recovery and RPD values.
LCS(D)-Laboratory Control Sample(Duplicate)
MS(D)-Matrix Spike(Duplicate)
DUP-Sample Duplicate
RPD-Relative Percent Difference
NC-Not Calculable.
SG-Silica Gel-Clean-Up
U-Indicates the compound was analyzed for,but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration. \
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether,Styrene,and Vinyl chloride.
Pace Analytical is TNI accredited.Contact your Pace PM for the current list of accredited analytes.
TNI-The NELAC Institute.
LABORATORIES
PASI-M Pace Analytical Services-Minneapolis
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc.. Page 6 of 9

e Pace Analytical Services,Inc.
2225 Riverside Dr.
Hn»vPacebscdnt Asheville,NC 28804
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Thallium 2/6/14
Pace Project No.: 92189064
Lab ID Analytical
Sample ID QC Batch Method QC Batch Analytical Method Batch
92189064001 1 C11 38 Bear Leah Trail EPA 200.8 MPRP/44421 EPA 200.8 ICPM/19202
92189064002 1 C11 40 Bear Leah Trail-Filter EPA 200.8 MPRP/44421 EPA 200.8 ICPM/19202
92189064003 1C11 Blind 1 EPA200.8 MPRP/44421 EPA200.8 ICPWI9202
92189064004 1C11 40 Bear Leah Trail Pond EPA200.8 MPRP/44421 EPA200.8 ICPM/19202
92189064006 1C11 40 Bear Leah Trail EPA200.8 MPRP/44421 EPA200.8 ICPM/19202
92189064006 1C11 38 Bear Leah Trail Filter EPA200.8 MPRP/44421 EPA 200.8 ICPM/19202
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc..
Page 7 of 9

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MATRIX CODE (see valld codes to left)
z
SAMPLETYPE (G=GRAB C=COMP)
m < m
a F,
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m
9 -1 n
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a o ° M o =
m yzi fib; f _0 m
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m -i z �< 3 O Z
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c F SAMPLE TEMP AT COLLECTION mCD
v�v�v Da o D5CD mN ` I
#OF CONTAINERS v m 9 n
C a;a, `s " ? sue off ;
Unpreserved m ••m z a o p
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HNO3 m
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NaOH ,C
E Na2S203 yCt
Methanol pt
Other
B (D
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—al fm O N
m 3 d'Et
' o �
oy o
CL
c°�
C z
d
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z m
m \
Temp In°c Z Residual Chlorine(YIN) m
fJ X
oReceived on .�
m Ice(YIN) y
< ;
O p °
w Custody Sealed m
O Cooler(YIN) Z
f ' z -
Z G
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Samples Intact C - W
(YIN) p Page 8 of 9

pocument Name Sample Condiflon Upon Docurrtent Revised:June 4,2013
4 -AcZCGCey�+1G` /& Recet SCUR Page 1 of 2.
Document No issuing Authoriti77. es:
F=ASV CS 003=rev 11 :'.:. Pace Asheville Quali 'Office
Gfien't Name jP.
Where Received: n Hu
ntersville s6 11* Eden Raleigh.
0 0
Courier(Circle): fed Ex- UPS USPS Glien Commercial Pace Other
Custody.Seal on Cooler/Box Present yes . no Seals intact: 0 yes. no
❑ (]
Packing Material• Bubble Wrap Bubble Bags None.0'. Other
Circle Thermometer Used:;;; -1302659 Type of ice: e .Blue .None..:, ampteson ice,cooling rose shas begun..
_ .
g P...
IR Gun#2-.8o344t)39
Temp Correction Factor: Add/Subtract l C
Corrected Cooler'Tem•.: G Date and Initials of p ((.�;. C.. Biological Tissue is.Frozen:" Yes' No N/A perso a• mining
Tem .should be above freezin to 6°C contents: Z `i'
P 9 Comments: -
Chain of Custody Present: es ONo ❑N/A 1.
Chain of Custody Filled:Out: ❑No ❑NIA 2.
Chain of Custody.Relinquished: yes ❑ivo N/A.3..
Sampler Name&Signature on COC: Yes ONo' ❑NIA 4.
5amples:Airived.within Hold,Tirrie: �es .ONo ON/a 5.
Short•Hold Time Anaiysis <72hr):• ElYes L� . ON/A 6.
Rush.Turn Around Time Requested: ❑Yes ca CINiA:7.
Sufficient Volume- . C es ON. ❑' A 8..
Correct Containers Used: Yes ONo ON/A 9.
-Pace Containers Used: L�JYes ONo NIA
Containers Intact: ZY'. .❑No ❑N(A .10.
'Filtered volume received for Dissolved tests ❑yes ❑No G /A-11.
Sample Labels match COO: 9Q ONo' ❑N/A 12.
-Includes date/time/ID/Analysis Matrix: ;
All containers needing preservation have been checked:
�s ONo ❑N/A 13.
All containers needing preservation are found to be in fdYes ON. ❑N/A
compliance with EPA recommendation.
exceptions:VOA, coliform,TOC,O&G,WI-DRO(water) ❑Yes 1a'F!o
Samples checked for dechlorination: ❑Yes ONo IAWA '14.
Headspace in VOA Vials(>6nim): ❑Yes ON. C u 16,
Trip.Blank Present: ❑Yes ONo IANIA 16..
Trip Blank Custody Seals Present ❑Yes ONo ON/A
Pace Trip Blank Lot#(if purchased):
Client Notification/Resolution: Field.Data Required? Y /. N
Person Contacted: Date/Time:
:
Comments/Resolution:
SCURF Review: Date;. 7
SRF'Review: Hate: 7
Note: Whenever there is a discrepancy.affecting North Carolina
compliance samples,a copy of this form will be sent to the North
Carolina DEHNR Certification Office(Le out of hold,incorrect
preservative,out of temp,incorrect containers)
y
K
Page 9 of 9
. .•:, N' .. ., .. - •--r�'SYittr�js'b{:�.'-i�k� �, r
1

��
`�.�J
-_...

f
NPOW
orlh Carolina
AQUIFER PROTECTION FIELDSHEET Department of Environment and Natural Resources
Location code
DIVISION OF WATER OURCFS-A UIFERPROTECTIONSECTION
SAMPLE PE SA LE PRIORITY �� tJ�9 1"From:Rlus,
County (:O t L'SWater ReuUne
Lab Number _Quad No Serial No. $OlI EmergencyDate ReceivedLat Long, Other Rec'd By: DeL,
❑Chain of Custody Other.
Report To:21,FRO,MRO,RRO,WaRO,WiRO, Data Entry By: Ck:
WSRO,Kinston F��O�,Fed.Trust,Central Off.,Other: Date Reported:
Shipped by:Bus,�,Ha el.,Od r: 2 — Purpose:
Collectors): � n r ..7'Time��O Baseline,Complaint,Compliance,LUST Pesticide Study,Federal Trust Other:
FIELD ANALYSES Owner (a de ona>
pH 40o Spec.Cond.44 at 25°C Location or Site o _ yam
Temp.t6 °C Odor Description ofsamphngpoint
Appearance Sampling Method Sample Interval
Field Analysis By: Remarks •etc.)
LABORATORY ANALYSES (PurWng6me,airtamp.,etc.)
BOD 310 mall. Diss.Solids 70300 --"
COD Hi 340 m8ft- Ag-Sitver 96566 u
86 mga, Fluoride951 ,u Or ocbospho Pesticides
!SR-. AI-Aluminum 46557
Or n bo5 bons Pesticides
COD Low 335 mp/L Hardness:Total 900 mgft. As-Arsenic 46551 - -JdL
Nitro a rPesticides
_ Coliform:MF Feca13161fi /IOOm }l I erdness(non-carb)902 moll. Ba-Barium 46558 u Acid Herbicide;
Coliform:MF Total 31504.. /100ml Phenols 32730 ugft.,_ Ca-Calcium 46552 m PCBs
TOC 680 - mg/L Specific Cond.95
- µMhos/cm Cd-Cadmium 46559-
ty 76 NTU Sulfate945 m9/1. Cr-Chromium46559 11
WL
Turbidity
1191
Residue,Total Suspended 530 mg/L Sulfide 745 moll. I
Cu-Coppar46562 u .
Fe-Iron 46563 usdL Semivolxtle nits
Oil and Grease mgft. Hg-Mercury 71900 u TPH-Di—1 Rse
PH 403` units K-P tasa-46555
Alkalinity to pH 4.5 410 rn82 - m
kNi-Nickel
gnesium 46554
Alkalinity to pH 8,3415 mgft, nganete 46565 u Volatile its VOA bottle
Carbonate 445 moll �NH,as N 610 T-
Bicarbonate 440 mgft. TKN as N 625 Na-Sodium m TPH-Gasoline Ran e
oft. u TPH-BTF.X Gasoline Ran
Carbon dioxide 405 mg/L Os+NOs m N 630
m8ft. 46364 uChloride 940 WL
mg/L B Total as P 665 -
mgQ. nimaChromium:Hex 1032 ug/L Nitmta(NOras N)620 mgft, 46567 u
AIL
Color:Tme 80 CU Nitrite(NO,as N)615 mgft. LAB USE ONLY
Cyanide 720 mgA. Temperature on arrival(°C): q,
Lab CommentsIf
/6
G W-54 REV.0013 For Dissolved Analysis-submit filtered sample and write"DIS"in block.

AC040118 C DZ1 RLa6aYutm Section VsuCts
P�Nuerh6 r 1A4C004.91
county, [}IJNCDMB�
River Basin
Report T6 AROA Date Received; 021/1/2074
Time Received,: 08:00
eoliectgr. T'CAMPBELL Lsbwoft LoginlD MSWIFT
Region; ARO itsT � Final Report Datei 317/14
Sample Matrix: GKbUND1NATER: Report Print Date. WY 107f20:14
Loc.Type., 1NATERStlPPLY Final @pt7i t'
Emeryoncy Xe"s7M1i¢ tfis�tiD
Coe'YeS1N0
LaC.Deser„" 40 B)rAR LEAH TRAILI1RbEN;_NC
Location ltt 7C11406EARL AHTRAIL Cnllee Date. 02106i2014. CollectTrne 1§:Off 5ampte Depth=
t€':this"report is labeled prelfmfrsaryregurt fhe resui#s"have notbeen vAltdated
Result DOrot US O fOrRgulaetoferyre pncuerp ose
CS Ana WO Name Method Aa{Ms
Date.
i5 1%a4iiiated by
LA O,
Sample temperature"at;receipt by lab, 1.7 2f11f14 MswtFT
WET tngtL EFA 30T2s0 rev231 21t 114 CGREEiV
7440-6" Ion'Chromatography TITLE_,
TIP 41� EPA 900:0 rsv�,I; 2f f 1613 ��ftE�IV
Chloride. _
F1WCil'Id0 Q.4 (14 U ?ngfl- EPA 300:4.rev2�1 2✓11f14 eGREEN
Self&te: 2Q g Tn L EPA"300.t%rev2.1 2f11f14 GREEN
htt)7'
NH3 as,N in liquid 0,02- 0.02 U MOIL as N EPA.350.1 REV 2 2111,A4 CGREEN
_ eREEN
_ 2118f14
ingtLee N _ E1�A 351.2 REV 2
Total K-jeldahi N as.N In,liquid 0.2 0.2 1
NO2}NQ3 as N in liquid
4.0^�' Q;$8 rnq/L,as N E A,553 2 REU2: 2f11114 C REEN
PhoS hOrus total as:P to liquid. 0:02' 0.02 tl' retglLas F EPA. 6 .1 REu? 2f1Tf14 FORE EN
MET
7440-22-4 Ag by ICPMS 9 EPA 20t1.8 311114 ESTI�FFbRD1
EPA.200.7 314Pi4
--
7429:9Ek5 AI by ICF 5Gl 65 ,ug/L ESTAFFCRD1
'7440:38=2 AS.by flimace. 10, 2 O-U OL EPA200 9 3 /14 ESTAFFORDI
7429-90-5 B by ICP 50 O,U WL I+PA200.7 3JW4 ESTAFFORD1
4.Q 38 3 I Q t u�IL EPA"200.T 3131,11t4 �1ESTAFFt3RD1
7#
Ba"by_lCP
1444040-2 Qaby1GP C1.10: 9:4. 011YL 'EPA200.7' 313f14 E$TA"RD1
7440»43~9 Gd by iGP1UlS {).5U 0.5.0 U,` trg/L EPA200.8; f7f14 ESTAFF(RD1
7440 47=3 CC by.CPMS 1a 10.U, ugtt EPAR00.8 317114 ESTAFF�JRD1
7440-50-8 Cu by ICPMS 2,0 2 0"U: ugiL EPAR00.8 3ttt14 ESTAFFORDI
709�6 Fe by ICP 50 50 V ugfl WA90U aZ4z44 E$TAFFQRD1
7439�a7� Hq 24"5:1
©2 020 U: ugfl EPA245.1 2121114 ESTAFF0RD
0.,1 Q V gh, EPA Z0Q 7 3F3114 ESTAFFOAD1
��40�"s-� 14��r IGP
mgtl EPA260.7 14 ESTAFFt7RD.1
7439.954 Mgrby lCP at 6 5� -
7439.96-5 Mn by l.CP
to35 ug1L EPA200.7 314f14 ESTAFFORDI
T"440-23-5 Na by]CP t1.10 2 ��?11L EPA200.7 3E3114 ESTAFF RD1
7440-02-0 N[by-furnace, 2.0 :;$ u91L EPA200:9. 2127114 ESTAFFORD1
7439-92-1 Pb"by`1CP11tl 2."0 2 0 U iag14 EPA 200:8 317114 ESTAFFORDI
7782-"49-2 Se b, furnace 51. 5,Q fj ugCl. EPA.200.9 D7 114 ESTAFFORDI
7440-68r6 Zn by IGP 10, IOU u9Fl EPA200 7' N4114 ESTAFFORi71
LaboratQiySection»1623 Mail Service Ceiltel^;;Raleigii,;NC 27699A623 [phone]
Par a tle�LedX165�ip�6tl of$i8'S�u�Iifiet'ebC�96YeT8P 16 E.T zY: n"tir -. ati .- csctfSssibt#6 °a flier odes .: "5�4ire��:eit..."'L H;€%SM(" He¢fIsEK
Page 1 Of 1

North Carolina
AQUIFER PRO TIQNFIELDSBEET DepatlmmtofEnvironment and Natural Resoinm
DMSION OF WATER RESOURCES-AQUIFER PROTECTION SECTION
Location code SA LE TYPE SA PRIORITY P
County-. P.O Wafter Routine Lab Number '��'v`� ` �`�
Quad No Serial No. ❑Soil ❑ Emergency Date Rw iv dx-, •/ Time: / 3o
I.at Long ❑Other Rec'dBy. From BusCouriet,HandDel
❑Chain Of Custody Other.
Report To:AM,FRO,MRO,RRO,WaRO,WAO, DataEntry By Ck:
WSRO,Kinston FO,Fed Trust,Central Off.,Other �.�cio Date Reported:
Slipped by:BUS,Co L ker: Purpo
Collector(s): Date �Time Baseline,Complaint Compliance,LUST,Pesticide Study,Federal Trust,Other.
FIELD ANAL SE c—[rf Owner (ataeone)
PH too Spec.Cond.94 at 25eC Location or S Wbt t J
Temp.la °C Odor Description of sampling point
Appearance Sampling Method- Sample Interval
Field Analysis By- Remarks `
LABORATORY ANALYSES (ftmingttrm airtainp,eta)
BOD310 - mg/G V Dias.Solids 70300 mg/L AS-SRva46566 AWL ai>x Pesticides..
COD High 340 nkWL Fbimide.951 VIWL - AI-Alumi=n46557 ga bans Pesticidal
COD Low 335 MWL Hardness:ToW900 -WL As-Aaenic 46551
Ni Pesticides
00 Colirm=MF Fea 31616 /1ad Hadness(mn-ceb)902 mg2 Ba-Bm=4655a
_ Acid Herbicides
Colift—MF Total 31504 /100.9 Pheoo102730 u9n Ca-Cald=46552 -
PCBs
OC 650 m5/L Specific Conti 95- .. µMimskm Cd-Cadmium 46559
TmbMgy 76 NTU Sulfite945 WL Cr=Clii0mi=46559 UOL
Residue,Tota1 Suspended 530 mg/L Sulfide 745 m8/1: Cu-C4pper46562
Fe-hon46563 semivolaale .
Oil and Grease mg/L Hg-Mercury 71900 ugIL TPH-Diesel Ran
gs
pH 403 units K-Potmiu.46555
AII.WWmpH4.5410 mg2 Mg•Magowium46554
AlkalioirympHB.3415 mglL Ma-Mangaoae 46565 ua Volatile OAWVI
Caboaete445 mgfL NH wN610 mg/L Na-Sodium46556 gIL TPH-Gasoline Page
Bimboeete440 InwL TKN as N625 mg/L Ni-Nickel
TPH-BTEX Gasolia Rm
Cmbon&oxide405 mg/L NOa+NOsasN630 mg/L PbLeed 46564 UWL
Cldaride 940 mg/L P.Total w P 665 mg/L SeSekmiam -
UPOL
Ch.omium:Ire.1032 ug0. Nhae(NOa.N)620 m9/1. ZaZinc46567
UWL-
Color Trees 80 CU Nirrite(NO,w N)615 mg/L LAB USE ONLY
Cyanide 720 mg/L
Temperature on arrival CQ:
Lab Comments
GW-54 REV.W013 For Dissolved Analysis-submtt Ohms sample and write"DIS"in black.

A04803=
n DWRLaboratory Section suits
County BUNCOMBE sample ID: AC04$03
Riuer Basin PO Number## ARO-
Report To AROAP Date Received: 07JO(2414
Time Recolved: '13:30
Coiiector;' T'GAMPBEL! Labworks Lg916ll9 KANISON2
Region: AN Final Report Dater#1?
Sample Matrix: GROUNDWATER Final
Print Date:: t33f03/2t114
L9c,Type;. VWERSOPPLY Final Reloor
�mergdrrcy YIDS/No; sit1D
COG 'tresrNo
Loc,Descr,:. JIMI MOiTINGER4in GEAR LEAN TRAIL ARDEN 6 C
Locakiorlt5; C11448EARLFAtITRAI.L tnliectDafet 42106J2ti14 sr411ectTin)e: 15:4Q SampteDepth
ff;this-report 1s labeled preiiminm y report,,the results trove oot been Validated Gn not use for Regulatory purposes;
esultd'' 1111ethod Arm sis.
at�alyte[erne: PQL- tJiits ;Validated by
G2u lifret RefkftCe Date.
Others
Sample temperatureat'receipt:by lab �;5 °c 2014 RBY€D
Coliform,MF Fecal in liquid, 1 192 CFUllo0mi APHAsWO-23th Wt4 CGREEAI
Gol'ifor n,NIF Total in,liquid 1 000 DFUl 0aml APHA9?Z2B 2E?fh' J%P14 COREEt>i
Ttlfbidlf)f 1 tJ; NTU HE12 AP $W0 tt 27z714 0080%
:
Tots!Dissolved Solid in 139001' 12 941 mg%ti APHA2;46C -4 CGREEN
Alkoltoity,to pH 4.5'Of ligI idi _TITLE: mg/L as CROW APH*008 z0t[ 27.1" io R EN''
AlkaJinit 4.5 1.b 8.1 mg/Las Cppo AP41A23 46=34th 21t7114 OGR,EEN
Alkalinito.3 1.Q 1, tl mWLa&CaCO3. APHA2324E€04 2115T714 cGREEN
Elicarbonate 1.0 g.1 mg/Lav00003 APHA23206=20th W17114 CGREEN
Carbonate 1.0 (t j: rng/L as:CAC03 APHA232013 lath, 23'fV CGREEN
pH Alkalinity 6:6 mg[LasOa= APHA932013-20tFt 2f17114 CGREEN
LakoratdrySeotiorq;**1623 Mail Seivide C9dter,.Raleigh,.NC 276994623 1919j7334908
=AbFa dafailecP;deseri[>fraif af�tfia goia'Pfier':radeA�e�FTerfif's Y,`"" n +i... .. .na ,.zr�cnsseususiac�= e`,cads: FPkaerv. .•: ro�{�7+Pf-. tsslse£
Page 1 of:l

Pace Analytical Services,Inc.
2225 Riverside Dr.
dClt7a/ /C' Asheville,NC 28804
[phone]
February 18, 2014
Mr.Ted Campbell
NC Dept. of Env. &NR
Division of Water Quality
2090 U.S. 70 Highway
Swannanoa, NC 28778
RE: Project: Thallium 2/6/14
Pace Project No.: 92189064
Dear Mr. Campbell:
Enclosed are the analytical results for sample(s) received by the laboratory on February 07, 2014.
The results relate only to the samples included in this report. Results reported herein conform to the
I
ost current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
e.
Lord Patton
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
1W without the written consent of Pace Analytical Services,Inc.. Page 1 of 9

Pace Analytical Se.
' {® 2225 Rive,,
wvtipdcelab8ixirri
Asheville,NC'A.
(828)254-71i�
CERTIFICATIONS
Project: Thallium 2/6/14
Pace Project No.: 92189064
Minnesota Certification IDs
1700 Elm Street SE Suite 200,Minneapolis,MN 55414 Michigan DEQ Certification#:9909
A21-A Certification#:2926,01 Minnesota Certification#:027-053-137
Alabama Dept of Environmental Management#40770 Mississippi Certification#:Pace
Alaska Certification M UST-078 Montana Certification#:MT CERT0092
Alaska Certification#MN00064 Nevada Certification#:MN_00064
Arizona Certification#:AZ-0014 Nebraska Certification#:Pace
Arkansas Certification#:88-0680 New Jersey Certification#:MN-002
California Certification#:01155CA New York Certification#:11647
Colorado Certification#Pace North Carolina Certification#:530
Connecticut Certification#:PH-0256 North Dakota Certification#:R-036
EPA Region 8 Certification M Pace Ohio VAP Certification#:CL101
EPA Region 5#WD-15J Oklahoma Certification#:9507
Florida/NELAP Certification#:E87605 Oregon Certification#:MN200001
Georgia Certification#:959 Oregon Certification#:MN300001
Hawaii Certification#Pace Pennsylvania Certification#:68-00563
Idaho Certification M MN00064 Puerto Rico Certification
Illinois Certification#:200011 Tennessee Certification#:02818
Indiana Certification#C-MN-01 Texas Certification#:T104704192
Iowa Certification#:368 Utah Certification#:MN00064
Kansas Certification#:E-10167 Virginia/DCLS Certification#:002521
Kentucky Dept of Envi.Protection-DW#90062 Virginia/VELAP Certification#:460163
Louisiana Certification#:03086 Washington Certification#:C754
Louisiana Certification#:LA080009 West Virginia Certification#:382
Maine Certification#:2007029 Wisconsin Certification M 999407970
Maryland Certification M 322
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.. Page 2 of 9

Pace Analytical Services,Inc.
y e 2225 Riverside Dr.
as/yfC�a)„ Asheville,NC 28804
xavwpacetebsswi, [phone]
SAMPLE ANALYTE COUNT
Project: Thallium 2/6/14
Pace Project No.: 92189064
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92189064001 1 C1 1 38 Bear Leah Trail EPA200.8 RJS 1 PASI-M
92189064002 1 C1 1 40 Bear Leah Trail-Filter EPA200.8 RJS 1 PASI-M
92189064003 1C71 Blind 1 EPA200.8 RJS 1 PASI-M
92189064004 1C11 40 Bear Leah Trail Pond EPA200.8 RJS 1 PASI-M
92189064005 1 C1 1 40 Bear Leah Trail EPA200.8 RJS 1 PASI-M
92189064006 1C11 38 Bear Leah Trail Filter EPA200.8 RJS 1 PASI-M
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.. Page 3 of 9

Pace Analytical Srr
2225 Rive.,
Asheville,NC 2,
mvw.pacefabs:�ur13
(828)254-71,r
ANALYTICAL RESULTS
Project: Thallium 2/6/14
Pace Project No.: 92189064
Sample: 1C11 38 Bear Leah Trail Lab ID: 92189064001 Collected: 02/06/14 16:40 Received: 02/07/14 08:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 21:23 7440-2810
Sample: 1 C11 40 Bear Leah Trail- Lab ID: 92189064002 Collected: 02/06/14 15:05 Received: 02/07/14 08:30 Matrix:Water
Filter
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium 0.11 ug/L 0.10 1 02/12/14 09:00 02/12/14 21:14 7440-28-0
Sample: 1C11 Blind 1 Lab ID: 92189064003 Collected: 02/06/14 15:10 Received: 02/07/14 08:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium 0.12 ug/L 0.10 1 02/12/14 09:00 02/12/14 21:19 7440-28-0 / \
Sample: 1 C11 40 Bear Leah Trail Lab ID: 92189064004 Collected: 02/06/14 14:30 Received: 02/07/14 08:30 Matrix: Water
Pond
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 21:58 7440-28-0
Sample: 1C11 40 Bear Leah Trail Lab ID: 92189064005 Collected: 02/06/14 15:00 Received: 02/07/14 08:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 22:02 7440-28-0
Sample: 1C11 38 Bear Leah Trail Lab ID: 92189064006 Collected: 02/06/14 16:40 Received: 02/07/14 08:30 Matrix: Water
Filter
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 22:07 7440-28-0
l
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc.. Page 4 of 9

Pace Analytical Services,Inc.
"C 'M�q 2225 Riverside Dr.
' lyt Asheville,NC 28804
»�Va pecaiebs Carri [phone]
QUALITY CONTROL DATA
Project: Thallium 2/6/14
Pace Project No.: 92189064
QC Batch: MPRP/44421 Analysis Method: EPA 200.8
QC Batch Method: EPA200.8 Analysis Description: 200.8 MET
Associated Lab Samples: 92189064001,92189064002,92189064003,92189064004,92189064005,92189064006
METHOD BLANK: 1623229 Matrix: Water
Associated Lab Samples: 92189064001,92189064002,92189064003,92189064004,92189064005,92189064006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Thallium ug/L ND 0.10 02/12/14 20:55
LABORATORY CONTROL SAMPLE: 1623230
Spike LCS LCS %Rec
Parameter Units Cone. Result %Rec Limits Qualifiers
Thallium ug/L 80 82.2 103 85-115
MATRIX SPIKE&MATRIX SPIKE DUPLICATE: 1623321 1623322
MS MSD
92189064001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Cone. Cone. Result Result %Rec %Rec Limits RPD Qual
Thallium ug/L ND 80 80 79.0 79.4 99 99 70-130 .4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc.. Page 5 of 9

fae�Qs m a o CL C!
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#OF CONTAINERS m ;_ m$ a 3 o n M ..q
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Temp in°C
A �Z ? Residual Chlorine(YM)
F �1
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Ice(Y/N) s Im i
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Page 8 of 9

Document.Name Sample Condition,Upon_: Doculrlent Revised June 4,2013
s Recei t`SCUD Pa e 1 of.?.,.
aeraCytical
�o..�s•4o:., Document No Issuin 'Authorities
F=ASV CS=003 rev.11 <. Pace As :Office
Cfient'Name
Where Received: 0 Huntersville shevilie �: Eaen. Raleigh
Couribe(Circle): Fed Ex UPS USPS Clien Gommercial Race. Other
CustodyZeal on Cooler/Box Present:: yes no Seals intact: yes. no
Packing Material: Bubble Wrap .. : Bubble Bags.None �' Othec
Circle Thermometer Used: 1302659 Type Of Ice: ! le Blue .None :` amples on ice,cooling process has begun .
IR Gun#2-80344039'
Temp Correction Factor. Add/Subtract 0 A C
Corrected.Cooler Temp.: �•tr� C BiologicaLTissue is.Frowns Yes N. N/A Date and Initials of perso :e mining
contents. --Zj`I 14
Tempshould be above freezing to VC " Comments:
Chain of Custody Present: es ONO .❑N/A '1.
Chain of Custody Filled E94s. ❑No' ❑N/a 2.
Chain of Custody.Relinquished: Yes ❑No 'ON/A.3 .
Sampler Name&Signature on COC: Yes GNo ❑wA 4.
Samples:Arrived within Hold Time: 1:26.6 ❑No '❑N/A 5.
Short,Hold Time Analysis(<72hr):• Dyes MNo ❑N/A 6.
Rush.TurnAround Time Requested: ❑Yes Itrhio ❑N/A.7. V.
Sufficient Volume:. . .E! s ❑No ❑N/A 8..
Correct Containers Used: 14w ONo ❑N/A 9.
-Pace Containers Used: Z'Y;s ❑No ON/A
Containers Intact IQYes .❑No ❑N/A .10.
Filtered volume received for Dissolved tests ❑Yes ❑No 2</Al 14.
Sample Labels match COO: (es ❑No. ❑wA 12.
Includes date/timeAD/Analysis Matrix:
All containers needing preservation have been checked.
LlYes ❑No ❑N/A 13.
All containers needing preservation are found to be in .2�'es ❑No ❑N/A
compliance with EPA recommendation.
exceptlons:VOA, coliform,TOC.O&G,WI-0RO(water) ❑Yes 01.
Samples checked for dechlorination: ❑Yes ❑No ON/A 14.
Headspace in VOA Vials(>6mm): ❑Yes []No I /A 15.
Trip.Blank Present ❑Yes ❑No DQA 16..
Trip Blank Custody Seals Present ❑Yes ❑No QN/A
Pace Trip Blank Lot#(if purchased):
Client Notification/Resolution: Field.Data Required? Y /. N
Person Contacted: Date/Time:
Comments/Resolution:
SCURF Review: Date:' 7 f
.SRF'Review: Date:
Note: Whenever there is a discrepancy.affecting North Carolina
compliance samples,a copy of this form will be sent to the North
Carolina DEHNR Certification Office(Le out of hold,incorrect
preservative,out of temp,incorrect containers)
n
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,_ t x x 6 s Pa

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��
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\4_

I�CC�El
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 27, 2014
Certified Mail
Return Receipt Requested 7012-1010-0002-1967-8364
Jimi Mottinger
40 Bear Leah Trail
Arden, NC 28704
Re.: Analytical Results for Private Supply Well
40 Bear Leah Trail,Arden
Buncombe County, NC
Dear Ms. Mottinger,
Please find attached the analytical results for water samples collected on February 6, 2014,from the well
located at the above referenced address. The samples were analyzed by the Division of Water Resources
(Division)for total metals,dissolved metals,chloride,sulfate,fluoride,boron,nutrients,alkalinity,
bicarbonate,total dissolved solids,and total and fecal coliform bacteria. In addition,thallium was analyzed
by Pace Laboratories, a contract laboratory. Duke Energy Progress' (Duke)contractor Synterra also
collected water samples at the well on February 6th and analyzed them independently. In addition,
Synterra's subcontractor EGIS, PA, used a downhole camera to observe the integrity of the well casing,
fracture locations,and other aspects of the well and its construction. The work conducted on February 6th
is part of a continuing investigation of potential coal ash constituents in groundwater in your area.
Samples were collected at the well head using a peristaltic pump from a depth of 15 ft below the top of the
well casing. This depth was chosen because down-hole camera observations revealed that the bulk of
groundwater flow into the well is occurring at the leaky interface between the well casing and bedrock, 11
feet below the top of well casing. Because your well casing is not seated in bedrock enough to preclude the
inflow of shallow groundwater(groundwater not from bedrock),the water in your well is being drawn
primarily from shallow groundwater moving through surface soils near the well head. Dog waste and other
pollutants present on the land surface are a potential source of contamination to your well. It is
recommended that you consult with a certified well driller and (or)water treatment specialist to discuss
options for repair(i.e., installation of a liner), replacement,or water treatment.
All constituents tested were below the North Carolina Administrative Code (NCAC)Title 15A 2L.0202
groundwater standards(2L standards)with the exception of total coliform bacteria (2L standard of 1 colony
forming unit(CFU) per 100 mL)which was 600 CFU/100 mL. The presence of total coliform suggests the
potential presence of harmful pathogens and is likely due,at least in part,to the leaky well casing discussed
above. Based on the presence of total coliform in the water sample, I requested that a Health Risk
Evaluation (HRE) be performed by a toxicologist with the North Carolina Department of Health and Human
Services(DHHS): The HRE,which is attached, recommends the water not be used for drinking or cooking
unless it is first boiled for 3 minutes. Also, if you would like to use the well water for drinking or cooking
An Equal Opportunity 11 Affirmative Action Employer—Made in part by recycled paper

Ms.Jimi Mottinger
March 27,2014
Page 2 of 2
purposes in the future, it is strongly recommended that you chlorinate and re-test the well prior to its `-
continued use. In the meantime,if you have any questions regarding the HRE, please contact Dr. Rudo at
[phone]. Note that the sample named 1C11BIind1 on the Pace Laboratories thallium results is a
duplicate sample collected at the well at 40 Bear Leah Trail.
Please contact me at(828)296-4683 if you have any questions or would like to discuss my observations of
the downhole camera work.
Sincerely,
Ted Campbell
Water quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDENR
Attachments: Laboratory Analytical Results
Health Risk Evaluation �-
cc: ARO/file
Buncombe County Environmental Health Department

2014 00:19 9196704807 OEEB MERA PAGE 01/04
Naarth C=lina Division of Public Health
occupational amid B xv dmnenrial Wdemiaky Brash,Bg *lQgy saw
BIOLOOICAL ANALYSIS ma's ORT
privam well watdar inkonation ad wndaians }} v fd
County: &L4 Z44019 Naaane: . " Sample JD Number: �
Ta>Itial Sae ., - Commotion Sample_
BIOLOGICAL ANALYSIS RESULTS AND RECOMMMATIONS FOR USES OF YOUR
pIO V TB' t W�k�'BR(jWa are used on biologjad analysis oWy.)
_IVo c�liit> a hat erica Fes+And in yams Wdl water:Iris o r w, oan be r s 'for Al
p vsee iaa>scladlitrg+drinlcing,cooking,washing dishdas,bm&Wgand alwwr+edm*
TOW wh&m hadwk wmte demed in the van*which iaedioaes thet b nN.bola
firma human ar aataiaalad wave oowd enter the w dl.Do to am the wad Or drhd*or txaolring
- - unless it has boen boW fbr 3 obWm You i ney we yaw vaW for all other pwposas including
washing Mots,bathhag or shpweriag.
Yow w$ll waw needs to be re wftd to verir4►tbal the resit#is accurate.
Face[d oliform bnowis ware doG and in the sample.Do not we the wa+a w fur Wig,
cooldng,washlag diisim bathing or showeft.
P4 ,
If the re-test shows c taminaddam try ba r a contact your local With dopmuW for
assistRam Thm may be a proMem whh the+con9tumd nn of the well,the pmodwater source,or
s opendw of the well.",tie Avon needs to be inspec d by tbo local had&departral mt Ora local
vveU contgaw to detemine the pmbleam with this VQ and to give gWd mce an how to emract
the pwblesa.
Your well water was tu`od for biological cantmnina to(totah,coffi tffi aid fwal cogfom>s
backcia).The resdalts were MgdUatddd using the afedcml&inft unbar stmdardis.
pow
~ D rMag W snag dordtaitn subo wnces that on own a dmrally in watery or aim be intmddumd
into watera ndade go s.Total cvhfnrm badmia are fomd 14 soil and feat coliform
bacteria an found in od mat and huanau wastdw Total Ralif=at feW COMM badm is im well
wow Uftatethat the well may have mat problem or that the welt was scotPMPVly
U EL
ELL UL Lg
i�4Ct6d'�.
If you have been drhAdng the well water and are pn+egnant,nuursitdg,,have a child in the household
under 5 years of age,or iunmunocamp mmised(such as aaaai indalvild ual with AIDS,cuts,
hepatitis,dialysis or surgical procedures)itiorm pour physician of these results at your next
visit.
If the comamination con hulas,you should investigate dw possibility of drilliag a now wcfl of
- , i>astalling a point-of-entry disi>rafed tldan unit which can uee Morino,ulMviolet light or o=0-
For further infomation pieew wntact your covmty hml*depa..rt mt or ibe UoMPAtid'►ttttl and
BaavironmeoW Epidemiology Branch at 919-707-5900.

03/26/2014 00:19 9198704807 OEEB MERA PAGE
North,CmIina Division of.public health
Occupational and.Environmental Epidemiology Branch,Epidemiology Section
INORGANIC CEWMCAL ANALYSIS REPORT bra
Private wWl water infirma#Qa and recommendations
} 14616 ( 1
S "L�� �
County: . ..._._.. ... _Name, 3 SternpleldNumiber:
Location Reuiewar
,ANAL'YMS PORT
Your well water was tested for 15 metals,plus nitrates,Wtdtes,and pH. The results vAve evaluated using the
federal drinking water standards. The pH is a measure of the acidity of the stater. Drinking water may
contain substances that can,occur naturally in water or can be inlroduoed into the water litom manmade
sources.
TEST RE5ULTS AND USE RECONOW"ATIONS
Your well Water meow federal drinking water standards. Your waw can be used for drinking, cooking,
washing,cleaning,bathing,and showering.
The following substance(s)exceeded federal drinking water standards. Your water can be used for
drinking,cooking,washing,cleaning,bathing,and showering,but aesthetic problems such as bad taste,odor,
staining of porcelain,etc.may occur. You may want to install a household water treatment system to address/-`
aesthetic problems.
13arlum Cadmium Ma mium ]Fluoride Ixon Mapesium
Mmanese selenium silver Sodium Zinc pH
_The following substance(s)exceeded federal drag water stmttdards, We recommend that your well
water not be used for drinking and cooking,unless you install a water treatment system to remove the circled.
substax*s). However,it may be used for washing,cl,earaing,bathing and showering,
Arsenio Barium I Cadmium I Ckomium I Copm I Fluoride I Load Jm 1Iwia esiuim
sues I1+xe�rc I~Tih ttie/% to I sele lum silver I Sodium Zinc pH
Re-sampling is recommended in months.
_Re-sample for lead and/or copper. Take a first draw, 5 minute,and 1►minute sample inside the house
(preferably the kitchen)and if possible a first drew, 5 minute and a 15 minute sample at the well head to
determine the source of the lead and/or copper.
t TUR CONSam.ERAxIONS fi
Routine well water sampling for tbo abovo substances is mcommondcd every two to thm yem. Sample
your well grater when there is a known problem or contatnination in your area, after repairs or replacement of -
your well, or after A flooding event, Contact your local health department for sampling instructions. �✓
ti For further information please contact your county health department or the Occupational and Environmental
Epidemiology Branch at 91"07-0900.
1 �PY�9PIt.YAiYT1117'4.xa�t

1014 00:19 9198704807 OEEB MERA PAGE 02/04
NUrth Carrolltai DT9i Wn Of Pdfio Huth
O=ul'fatiaW aid av![ 1W Epidemiology Ba=&.,W CMhnlbgy SOLO
BIOLOGICAL ANALYSIS RMORT[
ptiva'te well Wes'inftnWflon aBd 9 L
comely:
L14Z4,VA!10— Name. Y'O w Lf 4pW m Numb
Loeaaon:
Initial Sample V/..— Confin"OR sample
rn,�� ,�y yya qm�f �y fi�y Tip
BIOLOGICAL ANALYSIS USULTS AND lSL3W�I�ATI(lNa�FOR S O YOUR
pRnrAT,gWML WATER(Phase rewinmendadons we based on bialoemal sunalysls only.).
No axOiif'orm bade&were fmmd in your well wdw.Ym water can be used fnr all
ems mdedW ddnkm&cooler wades dishee,bAing mad*oWearirgg.
►/ Total volifrm bacimia wee debased in Ihte sample Which iU& d*h a m£ial.badmia
fiom h jman of attlmal waste c=M eaW the yell.Do not ape ft water fbr drinlrityg or cooking
uWass it hay bm bojW for 3 s hRfts. You may use yaw water for all 0OW puepoM ftdWft
Mdag diddles wMag or*oWa .
, Yotu wail wale -rids to be re-te d to veufy tbatt the result is aacM .
Fecal coliftm baetm wo m deteoted in the sample.Do not use the vvdteor;Fur ddnlft
cooldn&vmbing di ,bAft or ems,
If the retest.*cexwmmaion by Wdeda owtact yov�r load hedth dvorftvt for
cssistame, There ray be a problem with the coon ofdhe waA,ft gromtdwabar sours®,Or
operafian of the well.The mH needs to be kApeoted by the local health depart Of a 10edl
well,contractor to determine the problem wilt the well and to giver gWdme on how to mot
the pmblean.
your well water was tad for biological watAntiloaW(LOW coftm and f Wal co Hform
bade da).The results were evaimWA u=g&a federal&hmdng water gta as %
Dinlang water MV co"Wn aubdtavow the can acmv nakully in waW or=be MmduaW
into water from uum-mg&sauraes.Total ooli ria b'wWa=found in soil and fecal c+alif�m
bac as are Ax and in opal and human waste.Total ooftm or fecal colifnrm bacteria in,well
water indicate*at the ws1:may Jaye*ach ral problems or 69 the waif was not pwpe ft
dislrrfeotexl.
if you have been drinkiatg fife well water and are pregnsttlt,3rt0 >bawl a child in the household
under 5 years of age,or immunocompmm med(suds as an iedividuai with AIDS.wooer,
hepatitis,dialysis or surgical procedures)infa m your p**an of these results at your next
visit.
It the contamination eotttinues,you ahould inves6pte the possiWity of drilling a WW won or
installing a point-of entry disinection udt which can use Morino,ultraviOlet light,or WOW
For further in ornnation please cmdwt your wtmty heal-th depw0nou�t or the QccupetiOual a
Enviromnental Epideuualogy Branch at 919-707-5900. '

03/26/2014 00:19 9198704807 OEEB MERA PAGE\,,
North Carolina Division of Public Health
Occupational and Environatental Epidemiology llmch,Epidemiology Section
INORGANIC CUMCAL ANALYSIS REPORT
Private well water information and recommendations
County; - `r`ti( —NaMe: ' � 1� / Sample id Number: _ t
Location; Rerriver
ANALYSIS REPORT
Your well water was tested for 15 metals,plus nitrates,nitrites,and pH. The results were evaluated us*the
federal drinking water standards. The pH is a measure of the acidity of the water. Drhddng water may
contain substances that can occur naturally in water or eau be introduced into the water from manmade
sources.
TEST 17ESULTS AND USE RECOMMENDATIONS
- ---_Your well water meets federal drinking water standards. Your water con be used for dririldng,cooping,
washing, cleaning,bathing,and shovvab&
The following substanw(s)exceeded federal drinking water standar&- Your water can be used for
drinking,cooking,washing,cleaning,bathing,and showaln&but se "c problems such as bad taste,odor,
staining of porcelain,etc.may occur. You may want to install a household water treatment system to address(-----.,
aesthetic problems.
Bad= Cadmium ammfilm I Fluarlde mumnedum
mawasse Selsmilffi I Silver una Zinc pH
The following substance(s)exceeded federal drinking water standards. We mombuend that your well
waWr not be used for drinking and cooking,unless you install a water treatment system to remove the circled
substance(s). However,it may be used for washing,cleaning,bathing anal showed g.
1#rsett�icI Barium Cadrniuiti Ciiraimium I CoIVK Fluoride I Lead I Iron mmesium
lv,[au ese Merpy Nitratofttrite Selenium I Silver Sodiu111 Zin H
Re-sampling is recommended in months.
_Re-sample for lead and/or copper. Take a first draw, 5 minute,and 15 minute sample inside the house
(preferably the kitchen)and if possible a first draw,5 minute and a 15 minute sample at the well head to
determine the source of the lead and/or copper.
OTHER CONSIDERATIONS
Routino wc11 water sampling for the above substanvcs is recommended every two to three years. Sample
your well water when there is a known problem;or cotamrninstlon in your area,after repairs or replacement of
your well,or after a flooding event. Contact your local health depmrlment for sampling instructions.
For further information please contact your county health department or the Occupational and Environmental
Epidemiology Branch at 919-707-5900.
5
RRvirsAA.1Annprv.2011

North Carolina
AQUIFER ROTECTION FIELDSHEET DIVISION of WAATTE'R(tRESOURCES-AQUIFERof me atural OTECTION SECTION
Location code �j EAE SAMVLE PRIORITY I�l OD'Lj �DCounty CA L`7 Routine Lab Number Quad No Serial No. 0 Emergency (D Date Received TLazLong. Ree'd By: From:Bus oat Hand Del.,
ustody Other:
Report To:M,FRO,MRO,RRO,WaRO,WiRO, Data Entry By: Ck:
WSRO,Kinston FO,F d.Trust,Central Off.,Other: Date Reported:
Shipped by:Bus,C ,H el,0 r. 2 Purpose:/
D d Time �00 Baseline,Complaint,Compliance,LUST,Pesticide Study,Federal Trust Other
Collector(s): < (arse onel
i FIELD ANALYSES Owner ,
PH 400 Spec.Cond.9e at 25eC Location or Site
Temp.lo eC Odor Description ofsampling point
Appearance Sampling Method (FUrM b2sa Sample Interval
Field Analysis By: Remazks
LABORATORY ANALYSES (Purrptng sine,airtemp.,etc.)
BOD 3 W mglL Diss.Solids 7030D - mp/L _ Ag-Silver 46566 ochlorine Pesticides
COD High 340 mg/L Fluoride 951 mg/L AI-Aluminum 46557 _ hos horns Pesticides
COD Low 335 mg/L. Hardness:Total 900 mWL As-Arsenio 46551 u Nitrogen Pesticides
Coliform:MF Feca131616 /100m1 Hardness(wn-cab)902 mg/L Ba-Barium 46558 - u .Acid Herbicides
Coliform:MF Total 31504 /100nd Phenols 32730 ugll._ Cs-Csleium46552 -m PCBs
TOC 630 mg/L Specific Cond.95 µMhoslcm Cd-Cadmium 46559 u '
Turbidity 76 N7U Sutfatc 945 mgfl. Cr-Chromium 46559 u I�
Reside,,Total Suspended 530 m&IL Sulfide 745 mg/L Cu-Copper 46562
Fo-lmn 46563 Semivotatile nits
Oil and Grease mg/L Hg-Memory 71900 u TPH-Diesel Raw
PH 403 units K-Potassium 46555 mpJL
Alkalinity to pH 4.3 410 mg/L Mg-Magnesium 46554 M911.
AlkalinitytopH8.3413 mg/L MaMangaoese 46563 Volatile Organics VOA bottle
Carbonate 445 mg/L NHs as N 610 mg/L Na-Sodium 46556 traft, TPH-Gasolim Range
Bicarbonate 440 mS/L TKN as N 625 m8/1. Ni-Nickel u TPH-BTEX Gasolim Ran e
Carbon dioxide 405 mg/L O±I NO,as 630 mg/L Pb-Lead 46564 U911.
Chloride 940 mg/L P.Total as 665 mg2 Sc-SeleniumUWL
Chromium:Hex 1032 ug(L Nitrate(NO3as N)620 m8/L Zn-Zinc 46567 uWL
Color:Tine 80 Cu Nitrite.(NOz as N)615 mgll. LAB USE ONLY
Temperature on arrival(eC): l%
Cyanide 720 m8fL
Lab Comments
GW-54 V.812013 For Dissolved Analysis-submit filtered sample and"write"DIS"in blink. -
I

AC64803- NC D ,Laboratory Sections su(ts
County: BUNCOMBE Sample ID;' At;44$83-
River Basin PO Number#1 ARO
Report To AROAP' Date Received;. 02/06120/4
Collector: TtAMPBELL Time Received: TWO
Region- Lebworks L 1D KJIMISON2
' ARO Login
ID
Waftf Final Report Datei 313114
Sample Matrix: GROUND(+VAYEIt
We,Type:, WATERSUPPLY' Final Repoli Report Print Date: 03103/20/4
Emergency Yes]No MOD
COC'1fe`s/No
Lac.Oescr,: JNMI MOYTINGER 46 BEAR'6EAH TRAIL ARDENd IBC
Lo,'calion CQ; IC1140BElkRLE41.TRAIL Golieet Date, 02108/2014 CoIlectTime: moo Sempie Depot
if this;repart is labeled prelimrnary report,the results°.have not-been validated Do not use for Regulatory purposes,
GAS# Analyte Name PGtL Result/` Units Meths d Anals
fs validated'by
Qualifier Reference Date.
Others
Sample temperature at'receipt by lab 1,.6 'e 2OU RBYRD
Galiform,MF Fecal in liquid. fi 1 GF bOml APHA9222D 20th 216/74 UWEty
oolifortn,MF Total in liquid ( $Off PR,rloomi APHA82221�=2ott .216114 CGREEN,
Tufbict ty 9' 1 U NTt1 APHA21306-20th 21/1:4 OG}EEN`
Total.Dissalvetl Solids In IigUit[ 12: 4,1 mg/L APHAWOO-WO4 W1014 CGREEN.
Atkalin fy to pH;45 of 1,iquid: _TITLEL mg/Las CaCQ3 APHA23206-20tlr 2/1 I14 CGREEN
Alkalis t�r4.5 1.g $_1;, mg/Las OaQO ANIA2320B4ft M14 GOREDN`
Alkallinift.y$.3 mg1t as,CaCO$ APHA2U(10-200r 21iTi14 CGREEN
� . .
Sicarbonaie 1.0
Carbot7ate 1.0 8. /
mg L as CaCO3 APHA2320B-20th 2/1.71
1 14 CGREEN ''
pii Alkalinity 6,6 mg/Las CaCO3 APHA232OB-20th 2T1Y/14 CGREEN
LaboratcrySectlon?>1523 MailSecvfce Centec,,Raleig8,NC 27699.1S23 1919j 733-3908
Foradef8iled.#eaeriian Qf4he qualifier.'ea'dE5 refei`fQfit; rfe6ncilenw .__ ./ ':tecKasr7i ualiHxr Cadu:d,'. otmCnF.ds,, lw3}".. lab afi+itia- fleaiista
Page 1 of

Pace Analytical Services,Inc.
2225 Riverside Dr.
aC+ a� liCdl.,.: Asheville,NC 28804
[phone]
February 18, 2014
Mr.Ted Campbell
NC Dept. of Env. &NR
Division of Water Quality
2090 U.S. 70 Highway
Swannanoa, NC 28778
RE: Project: Thallium 2/6/14
Pace Project No.: 92189064
Dear Mr. Campbell
Enclosed are the analytical results for sample(s)received by the laboratory on February 07, 2014.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TN standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report,please feel free to contact me.
Sincerely,
Lord Patton
[e-mail]
Project Manager
Enclosures
A& REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.. Page 1 of 9

Pace Analytical SZ
dG'F�'117t( JCa/ 2225 Rid@,
Asheville,NCI-1
WWN-PacefabS Cd tr. (828)254-71;
CERTIFICATIONS
Project: Thallium 2/6/14
Pace Project No.: 92189064
Minnesota Certification IDs
1700 Elm Street SE Suite 200,Minneapolis,MN 55414 Michigan DEQ Certification#:9909
A21-A Certification M 2926.01 Minnesota Certification#:027-053-137
Alabama Dept of Environmental Management#40770 Mississippi Certification M Pace
Alaska Certification M UST-078 Montana Certification M MT CERT0092
Alaska Certification#MN00064 Nevada Certification M MN 00064
Arizona Certification M AZ-0014 Nebraska Certification#:Pace
Arkansas Certification M 88-0680 New Jersey Certification#:MN-002
California Certification#:01155CA New York Certification#:11647
Colorado Certification.#Pace North Carolina Certification M 530
Connecticut Certification M PH-0256 North Dakota Certification#:R-036
EPA Region 8 Certification M Pace Ohio VAP Certification M CL101
EPA Region 5#WD-15J Oklahoma Certification M 9507
Florida/NELAP Certification#:E87605 Oregon Certification#:MN200001
Georgia Certification M 959 Oregon Certification#:MN300001
Hawaii Certification#Pace Pennsylvania Certification M 68-00563
Idaho Certification#:MN00064 Puerto Rico Certification
Illinois Certification#:200011 Tennessee Certification#:02818
Indiana Certification#C-MN-01 Texas Certification#:T104704192
Iowa Certification M 368 Utah Certification#:MN00064
Kansas Certification#:E-10167 Virginia/DCLS Certification#:002521
Kentucky Dept of Envi.Protection-DW#90062 Virginia/VELAP Certification#:460163
Louisiana Certification#:03086 Washington Certification#:C754
Louisiana Certification#:LA080009 West Virginia Certification#:382
Maine Certification M 2007029 Wisconsin Certification#:999407970
Maryland Certification M 322
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.. Page 2 of 9

Pace Analytical Services,Inc.
2225 Riverside Dr.
Asheville,NC 28804
WWW pacellabs ctJi
[phone]
SAMPLE ANALYTE COUNT
Project: Thallium 2/6/14
Pace Project No.: 92189064
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92189064001 1C11 38 Bear Leah Trail EPA 200.8 RJS 1 PASI-M
92189064002 1C11 40 Bear Leah Trail-Filter EPA200.8 RJS 1 PASI-M
92189064003 1C11 Blind 1 EPA 200.8 RJS 1 PASI-M
92189064004 1 C1 1 40 Bear Leah Trail Pond EPA 200.8 RJS 1 PASI-M
92189064005 1C11 40 Bear Leah Trail EPA 200.8 RJS 1 PASI-M
92189064006 1C11 38 Bear Leah Trail Filter EPA 200.8 RJS 1 PASI-M
r
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.. Page 3 of 9

Pace Analytical SE
Asheville,NC c.
tAtnYpcelebs,cyYr) (828)254-71>.
ANALYTICAL RESULTS
Project: Thallium 2/6/14
Pace Project No.: 92189064
Sample: 1 C11 38 Bear Leah Trail Lab ID: 92189064001 Collected: 02/06/14 16:40 Received: 02/07/14 08:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 21:23 7440-28-0
Sample: 1C11 40 Bear Leah Trail- Lab ID: 92189064002 Collected: 02/06/14 15:05 Received: 02/07/14 08:30 Matrix: Water
Filter
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium 0.11 ug/L 0.10 1 02/12/14 09:00 02/12/14 21:14 7440-28-0
Sample: 1C11 Blind 1 Lab ID: 92189064003 Collected: 02/06/14 15:10 Received: 02/07/14 08:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium 0.12 ug/L 0.10 1 02/12/14 09:00 02/12/14 21:19 7440-28-0 'l
Sample: 1C11 40 Bear Leah Trail Lab ID: 92189064004 Collected: 02/06/14 14:30 Received: 02/07/14 08:30 Matrix: Water
Pond
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 21:58 7440-28-0
Sample: 1 C11 40 Bear Leah Trail Lab ID: 92189064005 Collected: 02/06/14 15:00 Received:-02/07/14 08:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 22:02 7440-28-0
Sample: 1C71 38 Bear Leah Trail Lab ID: 92189064006 Collected: 02/06/14 16:40 Received: 02/07/14 08:30 Matrix: Water
Filter
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.8 MET ICPMS Analytical Method:EPA 200.8 Preparation Method:EPA 200.8
Thallium ND ug/L 0.10 1 02/12/14 09:00 02/12/14 22:07 7440-28-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc.. Page 4 of 9

Pace Analytical Services,Inc.
2225 j f r Riverside Asheville,NC v28804
wwwpte6st [phone]
QUALITY CONTROL DATA
Project: Thallium 2/6/14
Pace Project No.: 92189064
QC Batch: MPRP/44421 Analysis Method: EPA 200.8
QC Batch Method: EPA 200.8 Analysis Description: 200.8 MET
Associated Lab Samples: 92189064001,92189064002,92189064003,92189064004,92189064005,92189064006
METHOD BLANK: 1623229 Matrix: Water
Associated Lab Samples: 92189064001,92189064002 92189064003,92189064004,92189064005,92189064006
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Thallium ug/L ND 0.10 02/12/14 20:55
LABORATORY CONTROL SAMPLE: 1623230
Spike LCS LCS %Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
Thallium ug/L 80 82.2 103 85-115
MATRIX SPIKE&MATRIX SPIKE DUPLICATE: 1623321 1623322
MS MSD
92189064001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Qual
Thallium ug/L ND 80 80 79.0 79.4 99 99 70-130 .4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc.. Page 5 of 9

Pace Analytical St,
aee �J�tl 2225 Rive..
Asheville,NC�.
tvcvwperaefabscc±rrr
(828)254-71,
QUALIFIERS
Project: Thallium 2/6/14
Pace Project No.: 92189064
DEFINITIONS
DF-Dilution Factor,if reported,represents the factor applied to the reported data due to changes in sample preparation,dilution of
the sample aliquot,or moisture content.
ND-Not Detected at or above adjusted reporting limit.
J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Limit.
PRL-Pace Reporting Limit_
RL-Reporting Limit.
S-Surrogate
1,2-Diphenylhydrazine(8270 listed analyte)decomposes to Azobenzene.
Consistent with EPA guidelines,unrounded data are displayed and have been used to calculate%recovery and RPD values.
LCS(D)-Laboratory Control Sample(Duplicate)
MS(D)-Matrix Spike(Duplicate)
DUP-Sample Duplicate
RPD-Relative Percent Difference
NC-Not Calculable.
SG-Silica Gel-Clean-Up
U-Indicates the compound was analyzed for,but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether,Styrene,and Vinyl chloride.
Pace Analytical is TNI accredited.Contact your Pace PM for the current list of accredited analytes.
TNI-The NELAC Institute.
LABORATORIES
PASI-M Pace Analytical Services-Minneapolis
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc.. Page 6 of 9

Pace Analytical Services,Inc.
2225 Riversidd Dr.
Wan- Asheville,NC 28804
�& [phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Thallium 2/6/14
Pace Project No.: 92189064
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92189064001 1C11 38 Bear Leah Trail EPA 200.8 MPRP/44421 EPA 200.8 ICPM/19202
92189064002 1 C1 1 40 Bear Leah Trail-Filter EPA 200.8 MPRP/44421 EPA 200.8 ICPM/19202
92189064003 1C11 Blind 1 EPA 200.8 MPRP/44421 EPA 200.8 ICPM/19202
92189064004 1 C1 1 40 Bear Leah Trail Pond EPA 200.8 MPRP/44421 EPA 200.8 ICPM/19202
92189064005. 1C11 40 Bear Leah Trail EPA 200.8 MPRP/44421 EPA200.8 ICPM/19202
92189064006 1 C11 38 Bear Leah Trail Filter EPA 200.8 MPRP/44421 EPA 200.8 ICPM/19202
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date:02/18/2014 02:52 PM without the written consent of Pace Analytical Services,Inc.. Page 7 of 9

A eQ.*U 1 a o n<A�
ITEM# c�� 0• m v c
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SAMPLE TYPE (G=GRAB C=COMP) c
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s a SAMPLE TEMP AT COLLECTION
v EN A v D 0 D g fA r IC
#OF-CONTAINERS o` n M 3
Unpreserved ;a m N 3 Fv O
S..O Z o n O
a H2SO4 3 m c
HNO3 m o
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9
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Na2S203 e M rt
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1 Vn-- L w*, 11 �r C
em
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40
• y r*
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� Temp in°C �
p Residual Chlorine(Y$V)
oReceived on
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rn V O �_n� Custody Sealed 0 p �•
O Cooler(Y/N) O A m Z
o j F f z czi
y Q:) c p n
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Samples Intact 0 ��
(Y/N) (^, --E—
o Page 8 of 9

Document Name Sample Condifion.Upon:; Document Revised:June 4,2013
ai l�ttaytl ?!& Recet SOUR Pa e 1 of 2..
Document Na Issuing Authontes: .
F-ASV-.CS=003-rev 11 . e Pace Asheville,.Quali Office . .
Client.N .arise
Where Received: Hunter.Sville shevllle Eden Raleigh.
'Courier(Circle): _ Fed Ex' UPS USRS• Client. Commercial Pace. Other
Custody.Seal on Cooler/Box Present:. yes no Seals intact: yes_ no
Packing Material: Bubble Wrap Bubble BagsNone . Other,
Circle Thermometer Used:dj;i, 1302659 Type of Ice: a Blue No . amPles'on ice,cooling process has begun .
IR Guin'427.80344039
Temp Correction Factor: Add/Subtract C)fis C
Corrected Cooler Temp.: f�- � C.' Biological.Tissue is.Frozen-s- Yes No NIA Date and Initials of person e* mining
contents Z `i'
Temp.shouid be above freezing to 6°C Commen . .
Chain of Custody Present: es ONo ❑wA 1. '
Chain of Custody Filled:Out: s. ONo• CAN/A 2.
Chain of Custody Relinquished: 6yes. ❑No Ijhk.3..
Sam Ier Name&Signature on COC: Yes ONo 0NA 4.
Samples.Arrived.within Hold Time: 127�.Yes -ONo .❑N/A 5.
Short.Hold Timid Analysis:<72hr):• Oyes i:w. EjN/A 6.
Rush.Turn Around Time Requested: ❑Yes ldNo CJN/A.7.
Sufficient Volume: . L!tYes ONo ❑N/A 8..
Correct Containers Used.: Yes ONo LINiA 9.
-Race Containers Used: OYes ONO' ❑N/A
Containers Intact: 9 Yes .ONo DN(A .10. " ..
Filtered volume received for Dissolved tests Oyes ONO 9141A 11.
Sample Labels match COP: CAes ONo. ❑N/A 12.
=includes date/time/ID/Analysis Matrix
All containers needing preservation have been checked. . ONo ❑N/A 13.
All containers needing preservation are found to be in ONo ❑N/A
compliance with EPA recommendation.
exceptions: VOA, coliforrn,TOC,0&G,WI-DRO(w&terj ❑Yes al
Samples checked for dechlorination: ❑Yes ONo EAN/A 14.
Headspace in VOA Vials >6mm): ❑Yes ONo C 3'N/A 16.
Trip.Blank Present: ❑Yes ON. 96/A 16..
Trip Blank Custody Seals Present ❑Yes ONo ON/A
Pace Trip Blank Lot#(if purchased):
Client Notification/Resolution: Field.Data Required? Y / N
Person Contacted: Date/Time:
Comments/Resolution:
SCURF Review: Dated 7
SRF Review: Hate: a
Note: Whenever there is a discrepancy.affectin I North Carolina
compliance samples,a copy of this form will be sent to the North
-Moog
Carolina DEHNR Certification Office(Le out of hold,incorrect
preservative,out of temp,incorrect containers)
V.
Page 0 of 9

�r
��;
__
_ .

• .T'T
IC
NCDE�NR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 27,2014
Certified Mail
t Requested 7012-1010-0002-1967-8371 Reissue 70121010 00021985 8403
Return Receip
t q 04/28/2014 to:
Kent MAnger, PO Box 489.Zirconia. NC 28790
Kent Mottinger
38 Bear Leah Trail
Arden, NC 28704
Re.: Analytical Results for Private Supply Wells
38 and 40.Bear Leah Trail,Arden
Buncombe County, NC
Dear Mr.Mottinger,
Please find attached the analytical results for water samples,collected on February 6, 2014,from the wells
located at the above referenced addresses. The samples were analyzed by the Division of Water Resources
(Division)for total metals,dissolved metals,chloride,sulfate,fluoride,boron,nutrients(40 Bear Leah Trail
only),alkalinity, bicarbonate,total dissolved solids, and total and fecal coliform bacteria._In addition,
thallium was analyzed by Pace Laboratories,a contract laboratory. Duke Energy Progress' (Duke)
contractor Synterra also collected water samples at the two wells on February 6th and analyzed them
independently. In addition,Synterra's subcontractor EGIS, PA, used a downhole camera to observe the
integrity of the well casing,fracture locations,and other aspects of both wells and their construction. The
work conducted on February 6th is part of a continuing investigation of potential coal ash constituents in
groundwater in your area.
38 Bear Leah Trail
Samples were collected at the well head using a peristaltic pump from a depth of 56 ft below the top of
well casing,corresponding to the depth of an observed, producing(in-flowing)fracture set. Water in the
well was cloudy and contained evidence of iron flocculant/iron bacteria. All sampled constituents were
below the North Carolina Administrative Code(NCAC)Title 15A 2L.0202 groundwater standards(2L
standards)with the exception of iron (21-standard of 300 ug/L)and manganese (2L standard of 50 ug/L).
Total iron was 33,000 ug/L,and dissolved iron was 18,000 ug/L. Total and dissolved manganese were both
780 ug/L.
Based on the concentrations of iron and manganese detected in the water sample, I requested that a
Health Risk Evaluation (HRE) of the water supply be performed by a toxicologist with the North Carolina
Department of Health and Human Services(DHHS).The HRE,which is attached, recommends the water not
be used for drinking or cooking unless you install a water treatment system to remove the iron. It is my
understanding that you already have a treatment system installed to remove iron. if you would like to have
the water inside your home tested post-treatment, please let me know. In the meantime, if you have any
questions regarding the HRE, please contact Dr. Rudo at(919)707-5911.
An Equal Opportunity 1 Affirmative Action Employer—Made in part by recycled paper

Mr. Kent Mottidger
March 27,2014
Page 2 of 2
40 Bear Leah Trail
Samples were collected at the well head using a peristaltic pump from a depth of 15 ft below the top of the
well casing. This depth was chosen because down-hole camera observations revealed that the bulk of
groundwater flow into the well is occurring at the leaky interface between the well casing and bedrock, 11
feet below the top of well casing. Because your well's casing is not seated in bedrock enough to preclude
the inflow of shallow groundwater(groundwater not from bedrock),the water in your well is being drawn
primarily from shallow groundwater moving through surface soils near the well head. Dog waste and other
pollutants present on the land surface are a potential source of contamination to your well. It is
recommended that you consult with a certified well driller and (or)water treatment specialist to discuss
options for repair(e.g., installation of a liner),replacement,or water treatment.
All constituents tested were below the 2L standards with the exception of total coliform bacteria (21-
standard of 1 colony forming unit(CFU)per 100 mL)which was 600 CFU/100 mL. The presence of total
coliform suggests the potential presence of harmful pathogens and is likely due,at least in part,to the leaky
well casing discussed above. Based on the presence of total coliform in the water sample, I requested that
an HRE be performed by DHHS for this water supply. The HRE,which is attached, recommends the water
not be used for drinking or cooking unless it is first boiled for 3 minutes. Also,if you would like to use the
well water for drinking or cooking purposes in the future, it is strongly recommended that you chlorinate
and re-test the well prior to its continued use. Note that the sample named 1C11BIind1 on the Pace
Laboratories thallium results is a duplicate sample collected at 40 Bear Leah Trail. These data and
recommendations for 40 Bear Leah Trail have also been provided to limi Mottinger.
Please contact me at(828)296-4683 if you have any questions or would like to discuss my observations of
the downhole camera work.
Sincerely,
Ted Campbell
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDENR
Attachments:Laboratory Analytical Results
Health Risk Evaluation
cc: ARO/file
Buncombe County Environmental Health Department

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 27,2014
Jeff Brown, Project Manager
Tryon Equestrian Properties, LLC
2659 Sandy Plains Road
Tryon NC 28782
Subject: Permit No.WQ0037005
Tryon Equestrian Properties, LLC
Tryon Equestrian RV Park
Polk County
Dear Mr. Brown
In accordance with your application received March 7, 2014 we are forwarding herewith Permit
No.WQ0036005, dated March 27, 2014, to Tryon Equestrian Properties, LLC for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter and supplement shall be considered a part of this permit and are therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of the Tryon Equestrian Properties, LLC to ensure that the as-constructed
project meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction of
additional or replacement wastewater collection facilities, and/or referral of the North Carolina-licensed
Professional Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, 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 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made,this permit shall be final and binding.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:hftp://portal.ncdenr.org/webAuq
An Equal Opportunity 1 Affirmative Action Employer

Tryon Equestrian Properties, LLC
WQ037005
If you need additional information concerning this matter, please contact Jeff Menzel at (828)
296-4500 or via e-mail at [e-mail]
Sincerely,
(�:) �'Z'3
for Thomas A. Reeder
Division of Water Resources
cc: Town of Rutherfordton WWTP NC0025909
Polk County Building Inspector
Odom Engineering PLLC
WQ Asheville Files
WQ Central Files
PERCS Files(efile)
G:\WR\WQ\Rutherford\Collection System s\Ruthe rfo rdto n Coll Sys WQCS00127\WQ0037005 Tryon
Equestrian RV Park.doc
� l;

,�.�.iirr�rrrrr
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Tryon Equestrian RV Park
Polk County -
for the construction and operation of approximately 2,200 linear feet of 8-inch gravity sewer; a 27—
gallon per minute pump station with duplex pumps, on-site audible and visual high water alarms,
telemetry, and a portable generator receptacle with telemetry as well as approximately 530 linear feet
of 2-inch force main to serve 81 RV spaces, 15 cabins,4 wash basins,and 4 bathroom facilities as part of
the Tryon Equestrian RV Park project, and the discharge of 17,920 gallons per day of collected domestic
and commercial wastewater into the Town of Rutherfordton's existing sewerage system, pursuant to
the application received March 7, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 27th da of the March,2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number:WQ0037005

Tryon Equestrian Properties, LLC. is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Town of Rutherfordton's
Wastewater Treatment Facility(NPDES Permit#NC0025909) prior to being discharged into the receiving
stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T;the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina-licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as-constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
I. SPECIAL CONDITIONS
1. This permit shall be for the construction of the wastewater collection facilities only. No flow shall be made
tributary to the subject facilities until a permit modification application is submitted (with the appropriate
fee),a modified permit is issued,and the Engineer's Certification is received and approved by the Division.
2. This permit shall become voidable unless the agreement between Tryon Equestrian Properties, LLC and Town
of Rutherfordton's WWTP for the collection and final treatment of wastewater is in full force and effect.
3. If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership,or there is a name change of the Permittee,a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved,and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system-wide collection system permit for the operation and

maintenance of these facilities as required by 15A NCAC 2T.0403. If an individual permit is not required,the
following performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B.0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. , For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a)through (i) of this Rule fora minimum of three years
with exception of the map,which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number 828-296-4500, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or

c. Any SSO and/or spill,regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form)within five 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. Part II of Form
CS-SSO(or the most current Division approved form)can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation,Declarations/Covenants/Restrictions,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines&force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit,regulations,or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided,or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested,modifications or variances to the Minimum Design
Criteria will be reviewed on a case-by-case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After-construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities. \'

9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T;the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable;the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action'by the Division, in accordance with
North Carolina General Statutes§143-215.6A through §143-215.6C,construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take immediate corrective action, including those as may be required
by this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations,or ordinances that may be imposed by other government agencies(local, state and federal)which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch.4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 1SA NCAC 213.0200 and 15A NCAC 2H.0500.

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.t'TRACK ENGINEERING CERTIFICATION
Permittee: Tryon Equestrian Properties, LLC Permit No.WQ0037006
Project: Tryon Equestrian RV Park Issue Date: 27/03/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan &profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s)or storage greater than longest past three year outage reliability option selected)for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑weekly, ❑ full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal,signature,and date:
.........................................................................................
SEND THIS FORM &SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S. HWY 70
Swannanoa, NC 28778
Tl e f-e'rmrttee"is"respon'smre°-mr tracking all partial certifications up until a final certification is received. Any
,. wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DV+WR Use Only:
Flow from this project is tributary to: NCO025909

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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvaria, III
Governor Secretary
March 27,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 00021967 8357
Parton Lumber Co Inc.
Attn: Patrick Parton
251 Parton Road
Rutherfordton,NC 28139
SUBJECT: NOTICE OF VIOLATION AND RECOMMENDATION FOR
ENFORCEMENT
Parton Lumber Co Inc.
DWR Tracking Number: NOV-2014-PC-0073
Wetland Standard Violation
Failure to Secure 401
Removal of Best Usage
Rutherford County
Response deadline: April 27,2014
Dear Mr. Parton:
On March 18, 2014, Tim Fox from the Asheville Regional Office of the Division of Water
Resources (DWR) conducted a site inspection at your property near 251 Parton Road in Rutherford
County. Darlene Kucken with the Division of Energy,Mineral, and Land Resources (DEMLR),
Scott Jones and William Elliot with the US Army Corps of Engineers, and Shane Poindexter and
yourself were present for the inspection.
Wetland standard, stream standard and failure to secure a 401'WQC violations were noted during
the inspection and file review.
As a result of the site inspection and file review,the following violations were identified:
VIOLATIONS
I. Removal of Best Usage—15A NCAC 02B.0211 (2)—Approximately 25 feet of an unnamed
tributary to the Second Broad River, Class WS-IV,was impacted by excavation and-a
Water Quality Regional Operations—Asheville Regional Office
2090 US Hwy 70,Swannanoa,NC 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.org/web/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

Parton Lumber Cc Inc.
March 26,2014
Page 2 of 3
relocated stream channel, representing Water Quality Stream Standard violation of 15A
NCAC 02B .0211 (2).
II. Wetland Standard -- 15A NCAC 02B .0231 (b) -An undetermined amount of wetlands have
been impacted by excavation and fill representing Water Quality Wetland Standard violation
of 15A NCAC 02B .0231 (b).
III. Failure to Secure a 401 Water Quality Certification (WQC) A review of records
confirmed that neither the DWR nor the US Army Corps of Engineers (USACOE) has
received an application for a 404 Permit or 401 WQC,prior to the impacts noted in item I and
II above. Such an application is required pursuant to Section 404 of the Clean Water Act and
Part 15A of North Carolina Administrative Code 2H .0500.
REQUIRED RESPONSE
The DWR requests that you respond by April 27,2014. Your response should be sent to the
attention of Tim Fox, Division of Water Resources,2090 US HWY 70, Swannanoa,NC 28778 and
should address the following items:
Removal of Best Usage—15A NCAC 02B.0211 (2) and Wetland Standard - 15A NCAC
02B .0231 (b).
a. Please explain why these impacts occurred without prior authorization. C"
b. Please provide a map of the project area. The map must include all streams and wetlands
on-site, detailing all impacts (i.e., culverts and/or fill).
c. Please submit a Stream and Wetland Restoration Plan to this office for review and approval.
You must secure an environmental consultant experienced in stream and wetland restoration
to assist you with development of your plan and authorization necessary to achieve
compliance. The plan must include the removal of the impacts,restoration of the stream
channel and excavated wetlands as well as establishing pre-existing hydrologic conditions to
the wetlands. It is recommended that your consultant contact Tim Fox of the Asheville
Regional Office for additional guidance during plan development. The plan should include
a proposed schedule with dates that indicate when you expect to begin and complete the
restoration work.
d. Once the plan has been implemented and is complete, a final report documenting restoration
of the stream should be submitted to Tim Fox.

arton Lumber Co Inc.
March 26,2014
Page 3 of 3
Thank you for your attention to this matter. This Office is considering sending a recommendation
for enforcement to the Director of the Division of Water Resources regarding these issues and any
future/continued violations that may be encountered. Your above-mentioned response to this
correspondence will be considered in this process. This office requires that the violations, as
detailed above,be abated immediately. These violations and any future violations are subject
to a civil penalty assessment of up to $25,000.00 per day for each violation. Should you have
any questions regarding these matters,please contact Tim Fox at(828)296-4664 or
ti m.fox(cr�,ncdenr.gov.
Sincerely,
G. Landon Davidson,P.G.,Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: Karen Higgins -401 &Buffer Permtting Unit
ARO File Copy
William Elliot US Army Corp of Engineers (e-copy)
Laura Herbert-Division of Energy,Mineral, and Land Resources (e-copy)
Clement Riddle—ClearWater Environmental(e-copy)
Doug Besler—NC Wildlife Resources Commission(e-copy)
Rutherford County Planning
G:\WR\WQ\Rutherford\Complaints\Parton Lumber\NOV-2014-PC-0073.PartonLumber.3-27-14.doc

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NCDEN
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 28, 2014
Stephen Sellers
Clay County Water and Sewer District
Post Office Box 118
Hayesville NC 28904
Subject: Permit No.WQ0037039
Clay County Water and Sewer District
Downtown Hayesville Sewer System Improvements
Wastewater Collection System Extension
Clay County
Dear Mr. Sellers:
In accordance with your application received February 26, 2014, we are forwarding herewith Permit
No.WQ0037039, dated March 28, 2014, to Clay County Water and Sewer District for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.
This cover letter and supplement shall be considered a part of this permit and are therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of the Clay County Water and Sewer District to ensure that the as-constructed
project meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute§143-215.6A through§143-215.6C,construction of
additional or replacement wastewater collection facilities,and/or referral of the North Carolina-licensed
Professional Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, 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, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made,this permit shall be final and binding.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http:l/portal.nodenr,org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

Clay County Water and Sewer District
WQ0037039
If you need additional information concerning this matter, please contact Jeff Menzel at(828)296-4500 or
via e-mail at [e-mail].
Sincerely,
2 �
for Thomas A. Reeder,Director
Division of Water Resources, NCDENR
by G. Landon Davidson, P.G.Water Quality Regional Operations Supervisor
Division of Water Resources, NCDENR
cc: Joseph C.Williams, PE
Clay County Health Department
Clay Building Inspections Department
Water Resources Central Files
PERCS(electronic copy)

ay County Water and Sewer District,'
WQ0037039 ��+y ►
N ENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Clay County Water and Sewer District
Clay County
for the construction and operation of approximately 341 linear feet of 8-inch gravity sewer;to serve as part
of the Downtown Hayesville Sewer System Improvements project, and the discharge of 0 gallons per day of
collected domestic wastewater into the Clay County's existing sewerage system, pursuant to the
application received February 26, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
Permit issued this the 28th day of March, 2014.
for Thomas A. Reeder, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number:WQ0037039

Clay County Water and Sewer District s
WQ0037039
Clay County Water and Sewer District is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Clay County's Wastewater
Treatment Facility NC0026697 prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval is
based on acceptance of the certification provided by a North Carolina-licensed Professional Engineer in the
application. It shall be the Permittee's responsibility to ensure that the as-constructed project meets the
appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee,a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with
the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump J
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the application
and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall
maintain compliance with an individual system-wide collection system permit for the operation and maintenance
of these facilities as required by 15A NCAC 2T .0403. if an individual permit is not required, the following
performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance
schedule,spare parts inventory and overflow response has been developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days per
year). Pump stations that are connected to a telemetry system shall be inspected at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented. �'

,gay County Water and Sewer District
WQ0037039
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A
NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-
215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control grease
entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs(a)through (i) of this Rule for a minimum of three years with
exception of the map,which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number(828)-296-4500,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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill,regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number(800) 858-0368 or [phone]. Persons reporting any of the
above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO(or the most current
Division approved form)within five 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. Part II of Form CS-SSO(or the
most current Division approved form)can also be completed to show that the SSO was beyond control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters
of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,the
completed Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is fully executed
- and the supporting documents are provided as applicable. Any wastewater flow made tributary to the

Clay County Water and Sewer District
WQ0037039
wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a
violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &force mains) of
the wastewater collection system extension. Final record drawings should be clear on the plans or on digital
media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated with after
construction information and show required buffers,separation distances,material changes,etc.
b. One copy of the supporting pump station design calculations(selected pumps,system curve,operating point,
buoyancy calculations, available storage if portable generator(s) or storage greater than longest past three
year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space provided,
or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5%or greater, and increases in the number/type of connections), regulations,
or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design Criteria will be `
reviewed on a case-by-case basis and each on its own merit. Please note that variances to the Minimum Design
Criteria should be requested and approved during the permitting process prior to construction. After-
construction requests are discouraged by the Division and may not be approved,thus requiring replacement or
repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains adopted June 1,2000 as applicable;and other supporting
materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities,and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take immediate corrective action, including those as may be required by
this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch.4 and under the Division's General Permit NCG010000, and
any requirements pertaining to wetlands under 15A NCAC 2B.0200 and 15A NCAC 2H .0500.

Fast Track Engineering;Certification
mittee: Clay County Water and Sewer District Permit No: WQ0037039
Project: Downtown Hayesville Sewer System Improvements Issue Date: 28/03/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media(CD or DVD disk)in pdf
format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations(selected pumps,system curve,operating point,available storage if portable generator(s)or
storage greater than longest past three year outage reliability option selected)for any pump stations permitted as part of
this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any chances resulting;in non-compliance with this permit,regulations or minimum design
criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's Certification
and all required supporting documentation. Therefore,it is highly recommended that this certification be sent in a manner
that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been
constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided
applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name,Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC
02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable;and other supporting materials.
North Carolina Professional Engineer's
Seal,signature,and date:
.......................................................................................,
SEND THIS FORM&SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S.HWY 70
.......................................................................................€ SWANNANOA,NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received.Any wastewater
flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification
shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
DWR Use Only
Flow from this project is tributary to:N00026697

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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 28, 2014
Mr. Joseph M. Moore, II, E P
City of Brevard
95 West Main Street
Brevard, North Carolina 28712
Subject: NOTICE OF VIOLATION
NOV-2014-LV-0123
Permit No. NCO060534
Brevard WWTP
Transylvania County
Dear Mr. Moore:
A review of Brevard WWTP's monitoring report for December 2013 showed the following
violations:
Parameter Date Limit Value Reported Value Limit Type
BOD, 5-Day (20 Deg. C) - 12/31/2013 30 mg/I 32.37 mg/I Monthly Average
- Concentration Exceeded
Total Suspended Solids 12/31/2013 30 mg/l 32.62 mg/I Monthly Average
Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the
comments section on the reverse of the relevant DMR provided an adequate explanation for the subject
violation, it is not requested that a response be submitted.
The Division of Water Resources may pursue enforcement action for this and any additional violations
of State law. If you should have any questions, please do not hesitate to contact Janet Cantwell or me
at 828/296-4600.
Sincerely,
(D. 12 J 0%
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: WQ Asheville Files
WQ Central Files
Emory G. Owen/ORC—City of Brevard
G:\WR\WQ\Transylvania\Wastewater\Municipal\Brevard WWTP 60534\NOV-2014-LV-0123.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

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North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 28,2014
Melvin B. Melton
Sterling Oaks Apartments, LP
2021 Cross Beam Drive
Charlotte NC 28217
Subject: Permit No.WQ0037038
Melvin B. Melton
Sterling Oaks Apartments, LP
Wastewater Collection System Extension
Rutherford County
Dear Mr. Melton:
In accordance with your application received March 21, 2014, we are forwarding herewith Permit
No.WQ0037038, dated March 28, 2014, to Melvin B. Melton for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of issuance
until rescinded and shall be subject to the conditions and limitations as specified therein: This cover letter
and supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of the Sterling Oaks Apartments, LP to ensure that the as-constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance
with North Carolina.General Statute§143-215.6A through§143-215.6C,construction of additional.or
replacement wastewater collection facilities,and/or referral of the North Carolina-licensed Professional
Engineer to the licensing board..
If any parts, requirements, or limitations contained in this permit are unacceptable, 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, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made,this permit shall be final and binding.
iter Quality Regional Operations—Asheville Regional Office
30 U.S.Highway 70,Swannanoa,North Carolina 28778
ane:828-296-4500 FAX:[phone]
:met:http.1/portal.ncdenr.org/web/wq
Equal Opportunity 1 Affirmative Action Employer

Sterling Oaks Apartments,LP
WQ0037038 �
If you need additional information concerning this matter,please contact Jeff Menzel at(828)296-4500 or
via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder,Director
Division of Water Resources, NCDENR
by G. Landon Davidson, P.G.Water Quality Regional Operations Supervisor
Division of Water Resources, NCDENR
cc: Jim Chandler, PE
Rutherford County Health Department
Rutherford Building Inspections Department
Town of Spindale WWTP NCO020664
Water Resources Central Files
PERCS(electronic copy)
G:\WR\WQ\Rutherford\Collection Systems\Spindale Collection System\WQ0037038 Sterling Oaks Apartments.doc

,cerling Oaks Apartments, LP
WQ0037038
R U
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Sterling Oaks Apartments,LP
Rutherford County
for the construction and operation of approximately 592 linear feet of 8-inch gravity sewer; to serve 12
one-bedroom units,28 two-bedroom units, 16 three-bedroom units and 2 daily employees as part of the
Sterling Oaks Apartments project, and the discharge of 15,410 gallons per day of collected domestic
wastewater into the Town of Spindale's existing sewerage system, pursuant to the application received
March 21,2014 and in conformity with 15A NCAC 2T;the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
Permit issued this the 28th day of March,2014.
for Thomas A. Reeder, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number:WQ0037038

Sterling Oaks Apartments, LP
WQ0037038
Sterling Oaks Apartments is hereby authorized to:
Construct, and then operate upon certification.the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Town of Spindale's Wastewater
Treatment Facility NCO020664 prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer-Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval is
based on acceptance of the certification provided by a North Carolina-licensed Professional Engineer in the
application. It shall be the Permittee's responsibility to ensure that the as-constructed project meets the
appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
II.STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee,a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with
the conditions of this permit; 15A NCAC 2T; the Division's.Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the application
and other supporting data
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall
maintain compliance with an individual system-wide collection system permit for the operation and maintenance
of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the following
performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance
schedule,spare parts inventory and overflow response has been developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day(i.e. 365 days per
year). Pump stations that are connected to a telemetry system shall be inspected at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are /
documented.

,ierling Oaks Apartments,LP
WQ0037038
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A
NCAC 2B.0506(a),and public notice shall be provided as required by North Carolina General Statute §143-
215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control grease
entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
L Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs(a)through(i)of this Rule for a minimum of three years with
exception of the map,which shall be maintained forthe life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number(828)-296-4500,as soon as possible,but in no case more than 24 hours or on the next working
r
day,following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill,regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number(800) 858-0368 or(919)733-3300. Persons reporting any of the
above occurrences i shall file a spill report by completing and submitting Part I of Form CS-SSO(or the most current
Division approved form)within five 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. Part II of Form CS-SSO(or the
most current Division approved form)can also be completed to show that the SSO was beyond control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters
of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,the
F completed Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is fully executed
and the supporting documents are provided as applicable. Any wastewater flow made tributary to the

Sterling Oaks Apartments, LP
WQ0037038
wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a
Violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan&profile views of sewer lines&force mains)of
the wastewater collection system extension. Final record drawings should be clear on the plans or on digital
media (CD or DVD disk)and are defined as the design drawings that are marked up or annotated with after
construction information and show required buffers,separation distances,material changes,etc.
b. One copy of the supporting pump station design calculations(selected pumps,system curve,operating point,
buoyancy calculations, available storage if portable generator(s) or storage greater than longest past three
year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings,on the certification in the space provided,
or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5%or greater,and increases in the number/type of connections),regulations,
or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design Criteria will be �J
reviewed on a case-by-case basis and each on its own merit. Please note that variances to the Minimum Design
Criteria should be requested and approved during the permitting process prior to construction. After-
construction requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T;the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains adopted June 1,2000 as applicable;and other supporting
materials may subject the Permittee to an enforcement action by the Division,in accordance with North Carolina
General.Statutes. §143-215.6A through, §143-215.6C, construction of additional or replacement wastewater
collection facilities,and/or referral of the North Carolina-licensed.Professional Engineer to the licensing board.
10. In the event that the wastewater collection facilities fail to, perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take immediate corrective action, including those as may be required by
this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not.exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch.4 and under the Division's General Permit NCG010000,and
any requirements pertaining to wetlands under 15A NCAC 213.0200 and 15A NCAC 2H.0500.

Fast Track Engineering Certification
.,ermittee: Sterling Oaks Apartments, LP Permit No: WQ0037038
Project: Sterling Oaks Apartments Issue Date: 28/03/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media(CD or DVD disk)in pdf
format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations(selected pumps,system curve,operating point,available storage if portable generator(s)or
storage greater than longest past three year outage reliability option selected)for any pump stations permitted as part of
this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit,regulations or minimum design
criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's Certification
and all required supporting documentation. Therefore,it is highly recommended that this certification be sent in a manner
that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been
constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided
applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name,Title Signature Date
ENGINEERS CERTIFICATION
❑ Partial ❑.Final
I, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the .
construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC
02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable;and other supporting materials.
North Carolina Professional Engineer's
Seal,signature,and date:
SEND THIS FORM&SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S.HWY 70
.......................................................................................i SWANNANOA,NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received.Any wastewater
flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification
shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
DWR Use Only
Flow from this project is tributary to:N00020664

XX
NCDENR
North Carolina Department of Environment and Natural Resources
i
Pat McCrory John E Skvarla,III
Governor Secretary
March 28,2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 70121010 0002 1965 9721
Mr. Joseph M. Moore, II, E P
City of Brevard
Brevard WWTP
95 West Main Street
Brevard,North Carolina 28712
Subject: Notice of Violation and
Recommendation for Enforcement
Tracking#: NOV-2014-LV-0124
Brevard WWTP
NPDES Permit No.NCO060534
Transylvania County
Dear Mr. Moore:
A review of the January 2014 self-monitoring report for the subject facility revealed violations of the
following parameters:
Date Outfall Parameter Reported Value Permit Limit
01/31/2014 001 BOD 47.1 mg/1 30 mg/1
01/11/2014 001 BOD 51.5 mg/1 45 mg/1
01/25/2014 001 BOD 45.4 mg/1 45 mg/1
O1/31/2014 001 TSS 42.8 mg/1 30 mg/1
01/25/2014. 1 001 TSS 47.7 mg/1 45 mg/1
A Notice of Violation/Notice of Recommendation for Enforcement(NOV/NRE) is being issued for the
noted violation of North Carolina General Statute (G.S.) 143-215.1 and NPDES Permit No.NC0060534.
Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00)may be
assessed against any person who violates or fails to act in accordance with the terms, conditions, or
requirements of any permit issued pursuant to G.S. 143-215.1. If you wish to provide additional information
regarding the noted violation,request technical assistance, or discuss overall compliance please respond in
writing within ten(10)days after receipt of this Notice. A review of your response will be considered along
with any information provided on the January 2014 Discharge Monitoring Report. You will then be notified of
any civil penalties that may be assessed regarding the violations. If no response is received in this Office
within the 10-day period,a civil penalty assessment may be prepared.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://podal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer

Mr. Joseph M. Moore, II,E P '
March 28, 2014
Page Two
Remedial actions,if not already implemented, should be taken to correct any problems. The Division of
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of
a continuing nature,not related to operation and/or maintenance problems, and you anticipate remedial
construction activities,then you may wish to consider applying for a Special Order by Consent. You may
contact this office for additional information.
If you have questions concerning this matter,please do not hesitate to contact Janet Cantwell or
me at 828/296-4500.
Sincerely,
G. Landon Davidson,P.G.
Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: WQ Asheville Files
WQ Central Files
WQ Point Source Branch
G:\WR'k,WQ\7'ransylvania',Wa_stewater',Municipallf3revard WWTP60 34\NOV-NKE-2014-I..V-0124.doc

0 WA
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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla,III
Governor
Secretary
March 31, 2014
Cindy McGinnis, Hatchery Manager
Case Farms, LLC
5067 Foreman Street
Morganton, NC 28655
SUBJECT: March 12, 2014
Compliance Evaluation Inspection
Morganton Hatchery
Wastewater Irrigation System
Permit No: WQ0033677
Burke County
Dear Ms. McGinnis:
Enclosed please find a copy of the Compliance Evaluation Inspection Form from the inspection
conducted on March 12. 2014. The facility was found to be in Compliance with permit WQ0033677.
Our database does not show a backup spray irrigation operator for this facility. Please use the
enclosed Form to designate an operator. I have also enclosed a copy of the 2L Groundwater
Standards to help in your review of groundwater monitoring data.
Please refer to the enclosed inspection report (Inspection Summary Page 2) for additional
observations and comments. If you or your staff have any questions, please call me at 828-296-
4685.
Sincerely,
Beverly Price
Environmental Specialist
Enclosures
Cc: Water Quality Central Files
Water Quality Asheville Files
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

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Compliance Inspection Report
Permit: WQ0033677 Effective: 08/13/10 Expiration: 12/31/16 Owner: Case Farms LLC
SOC: Effective: Expiration: Facility: Morganton Hatchery
County: Burke 5067 Foreman St
Region: Asheville
Morganton NC 28655
Contact Person: Cindy Howard McGinnis Title: Hatchery Manager Phone:"828-438-6974
Directions to Facility:
1-40 E.to Jamestown Rd.exit,turn right.Go approx.1 mi.turn left on Connelly Rd. Go approx.4 mi.to Foreman St.,turn right. Facility
approx. 1 mi.on rt.
System Classifications: SI,
Primary ORC: Cindy Howard McGinnis Certification: 992943 Phone: [phone]
Secondary ORC(s):
On-Site Representative(s):
24 hour contact name Cindy Howard McGinnis Phone: [phone]
On-site representative Cindy Howard McGinnis Phone: [phone]
Related Permits:
Inspection Date: 03/12/2014 Entry Time: 09:30 AM Exit Time: 10:30 AM
Primary Inspector: Beverly Price Phone:_828-296-4500
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Wastewater Irrigation
Facility Status: ■ Compliant 0 Not Compliant
Question Areas:
■Treatment Flow ■Treatment Flow ■Miscellaneous Questions ■Treatment Flow
Measurement-Effluent Measurement-Influent Measurement-Water Use
Records
Treatment Record Keeping Treatment Lagoons End Use-Irrigation
■Treatment Flow
Measurement
(See attachment summary)
Page: 1

Permit: WQ0033677 owner-Facility: Case Farms LLC
Inspection Date: 0 3/1 212 0 1 4 inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Flow meter calibrated 2/4/2010; required once/permit cycle.
Honeywell Septic Tank Service- Permit NCS00020(hauls residuals/shells)
Freeboard-4'
Small woody vegetation should be removed from lagoon dam and any bare spots re-seeded.
There is a seep at the lower end of the spray field between the lagoon and MW#5. This area usually has standing water
and has not been attributed to irrigation activity. It is wet even during dry conditions. MW#5 has not shown impacts to
groundwater.
Any bare spots in the spray field should be re-seeded.
It was raining at the time of inspection so irrigation was not occurring.
November 2013 GW-59-Zinc was reported as 0.042 mg/I but acutual result was<0.01 -an amended report will be
submitted. -
The facility is well maintained and records appeared to be complete and accurate.
Page: 2

Permit: WQ0033677 Owner-Facility: Case Farms LLC
Inspection Date: 03/12/2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Type Yes No NA NE
Infiltration System n
Reuse(Quality) n
Activated Sludge Spray, HR n
Activated Sludge Spray,LR n
Single Family Spray,LR n
Recycle/Reuse
Activated Sludge Drip,LR n
Single Family Drip 0
Lagoon Spray,LR
Treatment Yes No NA NE
Are Treatment facilities consistent with those outlined in the current permit? 0000
Do all treatment units appear to be operational?(if no,note below.) 0 ■ 0 0
Comment: one lagoon aerator is down -scheduled for repair
Treatment Flow Measurement-Influent Yes No NA NE
Is flowmeter calibrated annually? n Q 0
Is flowmeter operating properly? I_'I n 0 0
Does flowmeter monitor continuously? ❑ n 0 n
Does flowmeter record flow? 0 00 n
Does flowmeter appear to monitor accurately? n ow n
Comment:
Treatment Flow Measurement-Water Use Records Yes No NA NE
Is water use metered? n
00
Are the daily average values properly calculated? no
Comment:
Treatment Flow Measurement-Effluent Yes No NA NE
Is flowmeter calibrated annually? ❑ 0
Is flowmeter operating properly? MOD n
Does flowmeter monitor continuously? N f1 Q n
Does flowmeter record flow? 00,0 0
Does flowmeter appear to monitor accurately? 0Q 0 n
Page: 3

Permit: WQ0033677 Owner-Facility: Case Farms LLC
Inspection Date: 03/12/2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Comment: Last calibration by Johnston, Inc. 2/4/2010
Record Keeping Yes No NA NE
Is a copy of current permit available? ■ Q Q n
Are monitoring reports present: NDMR? ■ n n n
N
■ 000
DAR?
Are flow rates less than of permitted flow? ■ 0 ❑ 0
Are flow rates less than of permitted flow? ■ n 0 0
Are application rates adhered to? ■ n n n
Is GW monitoring being conducted,if required(GW-59s submitted)? ■ n Q fl
Are all samples analyzed for all required parameters? ■ 0 Q n
Are there any 2L GW quality violations? ❑ N ❑ 0
Is GW-59A certification form completed for facility? ■ Q n 0
Is effluent sampled for same parameters as GW? n ■ 0
Do effluent concentrations exceed GW standards? 0 0 11 n
Are annual soil reports available? ■ n f_I 0
#Are PAN records required? 0 ■ El 0
#Did last soil report indicate a need for lime? Q 0 n
If so,has it been applied? ❑ ❑ ■ 0
Are operational logs present? ■ ❑ fl n
Are lab sheets available for review? ■ n 0 n
Do lab sheets support data reported on NDMR? ■ 0 0 n
Do lab sheets support data reported on GW-59s? n n n
Are Operational and Maintenance records present? ■ ❑ 0 Cl
Were Operational and Maintenance records complete? ■ ❑ 0
Has permittee been free of public complaints in last 12 months? ■ 0 0 n
Is a copy of the SOC readily available? 0 n ■ n
No treatment units bypassed since last inspection? ■ 0 n
Comment: GW monitoring also requires monitoring for TOC, As, P, Cu, K, MBAS, NA,
Formaldehyde, VOC
End Use-Irrigation Yes No NA NE
Page: 4

Permit: WQ0033677 Owner-Facility: Case Farms LLC
Inspection Date: 03/12/2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Are buffers adequate? 0000
Is the cover crop type specified in permit? ■ 0 D 0
Is the crop cover acceptable? 0 n 0
Is the site condition adequate? ■ Q 0 0
Is the site free of runoff/ponding? ■ 11 0 0
Is the acreage specified in the permit being utilized? ■ 0 11 1=1
Is the application equipment present? ■ n ❑ C1
Is the application equipment operational? ■ C1 f1 11
Is the disposal field free of limiting slopes? ■ 11 0 0
Is access restricted and/or signs posted during active site use? ■ 0 0 Cl
Are any supply wells within the CB? n ■ 0 0
Are any supply wells within 250' of the CB? ■ n ❑ 0
How close is the closest water supply well? 0 n ❑ ■
Is municipal water available in the area? ■ 11 ❑
#Info only: Does the permit call for monitoring wells? ■ n ❑ Q
Are GW monitoring wells located properly w/respect to RB and CB? ■ ❑ 17 n
Are GW monitoring wells properly constructed, including screened interval? ■ ❑ 0
Are monitoring wells damaged? n ■ Q ❑
Comment: No supply wells within the CB.
MW#4 is inside the Review Boundary- if monitoring shows 2L exceedances at this well,
the permittee might be required to replace the well. MW#5 is downgradient and is
properly locatred on the Review Boundary.
Page: 5

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Water Pollution Control System Operator Designation Form
WPCSOCC
NCAC 15A 8G.0201
Permittee Owner/Officer Name:
Mailing Address:
City: State: Zip: - Phone
Email address:
Signature: Date:
Facility Name: Permit#:
SUBMIT A SEPARATE FORM FOR EACH TYPE SYSTEM!
Facility Tyne/Grade:
Biological WWTP Surface Irrigation
Physical/Chemical Land Application
Collection System
. ...... ....... .......
..................... ...................
...............
................,
Operator in Responsible Charge(ORC)
Print Full Name:
Certificate Type/Grade/Number: Work Phone#: ( )
Signature: Date:
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted.I understand and will abide by the rules
and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G.0204 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
.....................................................................................................
Back-Up Operator in Responsible Charge(BU ORC)
Print Full Name:
Certificate Type/Grade/Number: Work Phone#: ( )
Signature: Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted.I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G.0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
..........................................................................................
...... ........ .....
Mail,fax or email the WPCSOCC, 1618 Mail Service Center, Raleigh,NC 27699-1618 Fax:[phone]
original to:
Mail or fax a copy to the Asheville Fayetteville Mooresville Raleigh
appropriate Regional Office: 2090 US Hwy 70 225 Green St 610 E Center Ave 3800 Barrett Dr
Swannanoa 28778 Suite 714 Suite 301 Raleigh 27609
Fax:[phone] Fayetteville 28301-5043 Mooresville 28115 Fax:[phone]
Phone:[phone] Fax:[phone] Fax:[phone] Phone:[phone]
Phone:[phone] Phone:[phone]
Washington Wilmington Winston-Salem
943 Washington Sq Mall 127 Cardinal Dr 585 Waughtown St
Washington 27889 Wilmington 28405-2845 Winston-Salem 27107
Fax:[phone] Fax:[phone] Fax:[phone]
Phone:[phone] Phone:[phone] Phone:[phone]
Revised 01-2014

Facility Name: Permit#•
... ...................... .................................... ........................................................................
Back-Up Operator in Responsible Charge(BU ORC)
Print Full Name:
Certificate Type/Grade/Number: Work Phone#:
Signature: Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted.I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G.0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Back-Up Operator in Responsible Charge(BU ORC)
Print Full Name:
Certificate Type/Grade/Number: Work Phone#: ( )
Signature: Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted.I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G.0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
.................................................................. .............................................. ......
Back-Up Operator in Responsible Charge(BU ORC)
Print Full Name:
Certificate Type/Grade/Number: Work Phone#: ( Z
Signature: Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted.I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G.0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
.................................................................................................................................................
Back-Up Operator in Responsible Charge(BU ORC)
Print Full Name:
Certificate Type/Grade/Number: Work Phone#:
Signature: Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted.I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G.0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
.........................................................................................................................................................................,
Revised 01-2014

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 31, 2014
Elk Creek Development Company of Banner Elk, LLC
Angelo Accetturo,Manager
PO Box 725
Banner Elk,NC 28604
SUBJECT: Notice of Violation Response and Restoration Plan Approval
Elk Creek at Banner Elk
NOV-2014-PC-0038
Avery County
Dear Mr. Accetturo:
The Division of Water Resources has received correspondence from John Vilas dated March 17,
2014, in response to the NOV noted above. The proposal includes a restoration plan to correct an
unpermitted pipe and buffer impact area placed in an unnamed tributary to the Elk River.
f The remedial actions presented in the response have been found satisfactory and are approved.
Activities involved in this approved plan, as well as submittal of the final report, shall not begin
before April 15, 2014 and are to be completed by May 15, 2014. Please contact me at(828)296-
4664 or tim.foxancdenngov should you have any further questions.
Sincerel ,
':L --)
Tim Fox
Environmental Specialist
Water Quality Regional Operations
Asheville Regional Office
cc: John Vilas—ENV-ECS, Inc. (e-copy)
Boyd Devane—DWR(e-copy)
Tasha McCormick—USACE (e-copy)
Laura Herbert—DEMLR(e-copy)
Cheryl Buchanan—Town of Banner Elk(e-copy)
ARO File Copy
G:\WR\WQ\Avery\401s\Non-DOT\Elk Creek @ Banner Elk\APRVL.NOV.Elk Creek @BannerElk.3-31-14.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.ncdenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

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____ __

NOENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 31, 2014
F. B.Jackson and Associates Law Firm, PLLC
422 N. Church Street
Hendersonville, NC 28792
Attn.: Frank B.Jackson
Re.: Public Records Request—Taproot Dairy
Dear Mr.Jackson,
In response to the public records request we received from you on March 19,2014, 1 am providing herein a
DVD with copies of electronic files that meet your search criteria. In performing this file search,we have
made every effort to provide a thorough search based on your search criteria. Please keep in mind to
ensure complete production of records matching your search,you may review hardcopy files in-person.
These are available to review Monday-Friday, 8:00 am to 5:00 pm.
Please feel free to contact me direct at 828-296-4680 if you should have any questions.
Sincerely,
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Regional Operations Section
Enclosed: DVD
An Equal Opportunity 1 Affirmative Action Employer—Made in part by recycled paper

f \
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___.._..

NCOMN
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 31,2014
Stephen Sellers
Clay County Water and Sewer District
Post Office Box 118
Hayesvilie NC 28904
Subject: Permit No.WQ0037040
Clay County Water and Sewer District
North Carolina Highway 69 Sewer Extension
Wastewater Collection System Extension
Clay County
Dear Mr.Sellers:
In accordance with your application received March 13, 2014, we are forwarding herewith Permit
No.WQ0037039, dated March 31, 2014, to Clay County Water and Sewer District for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.
This cover letter and supplement shall be considered a part of this permit and are therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system-wide collection system
permit issued to the Permittee.
It shall be responsibility of the Clay County Water and Sewer District to ensure that the as-constructed
project meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute§143-215.6A through §143-215.6C,construction of
additional or replacement wastewater collection facilities,and/or referral of the North Carolina-licensed
Professional Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, 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, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made,this permit shall be final and binding.
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer

Clay County Water and Sewer District
WQ0037040
If you need additional information concerning this matter, please contact Jeff Menzel at(828)296-4500 or
via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder, Director
Division of Water Resources, NCDENR
by G. Landon Davidson, P.G., Water Quality Regional Operations Supervisor
Division of Water Resources, NCDENR
cc: Mike Dowd McGill Associates, P.A.
Clay County Health Department
Clay Building Inspections Department
Water Resources Central Files
PERCS(electronic copy) i
G:\WR\WQ\Clay\Collection Systems\Clay County W&S Collection System\WQ0037040 NC Highway 69.doc

jay County Water and Sewer District 4
�......
WQ0037040 .rrr.r►
MCDOW
- STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Clay County Water and Sewer District
Clay County
for the construction and operation of approximately 11,633 linear feet of 8-inch gravity sewer; a 85-gallon
per minute pump station with duplex pumps,on-site audible and visual high water alarms,telemetry, and a
permanent generator with automatic transfer switch as well as approximately 5554 linear feet of 4-inch
force main and a 90—gallon per minute pump station with duplex pumps, on-site audible and visual high
water alarms, telemetry, and a permanent generator with automatic transfer switch as well as
approximately 2781 linear feet of 4-inch force main to serve as part of the North Carolina Highway 69
Sewer Extension project, and the discharge of 6,075 gallons per day of collected domestic/commercial
wastewater into the Clay County's existing sewerage system, pursuant to the application received March
13, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
Permit issued this the 3 of March, 2014.
for Thomas A. Reeder, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number:WQ0037040

Clay County Water and Sewer District
WQ0037040
Clay County Water and Sewer District is hereby authorized to:
l�
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Clay County's Wastewater
Treatment Facility NCO026697 prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval is
based on acceptance of the certification provided by a North Carolina-licensed Professional Engineer in the
application. It shall be the Permittee's responsibility to ensure that the as-constructed project meets the
appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership,or there is a name change of the Permittee, a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with
the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted \
February 12, 1996 as applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the application
and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall
maintain compliance with an individual system-wide collection system permit for the operation and maintenance
of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the following
performance criteria shall be met as provided in 15A NCAC 2T.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters,and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance
schedule,spare parts inventory and overflow response has been developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day(i.e. 365 days per
year). Pump stations that are connected to a telemetry system shall be inspected at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are ,
documented.

Ay County Water and Sewer District
WQ0037040
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A
NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-
215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control grease
entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease-related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs(a)through (i)of this Rule fora minimum of three years with
exception of the map,which shall be maintained for the life of the system.
S. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number(828)-296-4500,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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage,etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill,regardless of volume,that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number(800) 858-0368 or(919) 733-3300. Persons reporting any of the
above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO(or the most current
Division approved form)within five 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. Part II of Form CS-SSO(or the
most current Division approved form)can also be completed to show that the SSO was beyond control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters
of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is fully executed
and the supporting documents are provided as applicable. Any wastewater flow made tributary to the

Clay County Water and Sewer District
WQ0037040
wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a
violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines&force mains) of
the wastewater collection system extension. Final record drawings should be clear on the plans or on digital
media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated with after
construction information and show required buffers,separation distances,material changes,etc.
b. One copy of the supporting pump station design calculations(selected pumps,system curve,operating point,
buoyancy calculations, available storage if portable generator(s) or storage greater than longest past three
year outage reliability option selected)for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings,on the certification in the space provided,
or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5%or greater,and increases in the number/type of connections), regulations,
or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design Criteria will be
reviewed on a case-by-case basis and each on its own merit. Please note that variances to the Minimum Design
Criteria should be requested and approved during the permitting process prior to construction. After-
construction requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification&activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable;and other supporting
materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities,and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions,the Permittee shall take immediate corrective action,including those as may be required by
this Division,such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal)which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 26 .0200, erosion and
sedimentation control requirements in 15A NCAC Ch.4 and under the Division's General Permit NCG010000, and
any requirements pertaining to wetlands under 15A NCAC 2B.0200 and 15A NCAC 2H .0500.

Fast Track Engineering Certification
rmittee: Clay County Water and Sewer District Permit No: WQ0037040
Project: North Carolina Highway 69 Sewer Extension Issue Date: 31/03/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media(CD or DVD disk)in pdf
format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations(selected pumps,system curve,operating point,available storage if portable generator(s)or
storage greater than longest past three year outage reliability option selected)for any pump stations permitted as part of
this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or minimum design
criteria. Modifications should be submitted prior to certification
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's Certification
and all required supporting documentation. Therefore, it is highly recommended that this certification be sent in a manner
that provides proof of receipt by the Division
PERMITTEE'S CERTIFICATION
I. the undersigned agent for the Permittee, hereby state that this project has been
constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided
applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name,Title Signature Date
ENGINEERS CERTIFICATION
❑Partial ❑ Final
l� as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC
02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable;and other supporting materials.
North Carolina Professional Engineer's
Seal,signature,and date:
.......................................................................................
,
SEND THIS FORM&SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U.S.HWY 70
..................................................................................
SWANNANOA,NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received.Any wastewater
flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification
shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
DWR Use Only
Flow from this project is tributary to:N00026697

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 31, 2014
Mike Simpson
Linville Land Harbor POA
PO Box 160
Linville NC 28646
SUBJECT: Compliance Evaluation Inspection
Linville Land Harbor WWTP
Permit No: NCO022756
Avery County
Dear Mr. Simpson:
On March 11, 2014, I conducted an inspection of the Linville Land Harbor Waste Water Treatment Plant
(WWTP). The facility appeared to be in compliance with permit NC0022756.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff
have any questions,please call me at 828-296-4500.
Sincerely,
Linda Wiggs
Enironmental Senior Specialist
Asheville Regional Office
Enc.Inspection Report
cc: CL Lewis,ORC
Central Files
Asheville Files
G:\WR\WQ\Avery\Wastewater\Minors\Linville Land Harbor 22756\CEI 03-2014.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.nodenr.org/web/wq/ws
An Equal Opportunity l Affirmative Action Employer

United States Environmental Protection Agency
Washington,D.C.20460 Form Approved.
EPA OMB No.2040-0057
Water Complonorp. Insppdann Report Approval expires 8-31-98
Section A: National Data System Coding(i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I N 2 15I 31 NCO022756 111 121 14/03/11 117 18I C I 19I S I 20I_I
211IIIIIII Remarks
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1116
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 QA —----------------—----Reserved—-----------------
67I 169 70I I 71 I I 721 N I 73I_u' 174 751 I I I I I I 180
Section B: Facility Data t
Name and Location of Facility Inspected(For Industrial Users discharging to POTW,also include Entry Time/Date Permit Effective Date
POTW name and NPDES permit Number)
Linville Land Harbor WWTP
01:00 PM 14/03/11 10/02/01
86 Land Harbor Piz Exit Time/Date Permit Expiration Date
Linville NC 28646 02:00 PM 14/03/11 15/01/31
Name(s)of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s) Other Facility Data
Name,Address of Responsible Official/Title/Phone and Fax Number
William D Twiggs,PO Box 160 Linville NC 28646//828-733-8300/ Contacted
i
—Ye
Section C: Areas Evaluated During Inspection(Cheek only those areas evaluated)
Operations&Maintenance ■Facility Site Review Ef luent/Rec�e�iving Waters
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s)and Signature(s)of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wiggs v ARO WQ//828-296-4500 Ext.4653/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3(Rev 9-94)Previous editions are obsolete.
Page# 1

NPDES yr/mo/day Inspection Type 1
3 NC0022756 I11 12I 14/03/1, 17 18I CI
Section D: Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
Present during the inspection were CL Lewis and Lonnie Thompson.
The facility appeared to be well operated and maintained.
There were two minor items noted that should be addressed; the skimmer flap on clarifier#1 is torn and
should be repaired and the old chlorine contact chamber had a sludge blanket at-1'.
Flows were discussed and as with any WW system continued attention to,and repair of, Infiltration and
Inflow (M)into the collection system should be addressed.
Page# 2

Permit: NCO022756 Owner-Facility: Linville Land Harbor WWTP
Inspection Date: 03/11/2014 Inspection Type: Compliance Evaluation
Operations&Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ n n n
Does the facility analyze process control parameters,for ex:MLSS,MCRT,Settleable Solids,pH,DO,Sludge ■ n n n
Judge,and other that are applicable?
Comment:
Equalization Basins Yes No NA NE
Is the basin aerated? E n 0 n
Is the basin free of bypass lines or structures to the natural environment? ■ ❑ n (3
Is the basin free of excessive grease? ■ 0 C) n
Are all pumps present?
■ nnn
Are all pumps operable? ■ n n n
Are float controls operable? ■ n n n
Are audible and visual alarms operable? ■ 0 0 0
#Is basin size/volume adequate? E n (_'i n
Comment:
Bar Screens Yes No NA NE
Type of bar screen
a.Manual fl
b.Mechanical ■
Are the bars adequately screening debris? ■ n n n
Is the screen free of excessive debris? ■ ❑ n n
Is disposal of screening in compliance? n n
Is the unit in good condition? ■ n Cl n
Comment:
Aeration Basins Yes No NA NE
Mode of operation Ext.Air
Type of aeration system Diffused
Is the basin free of dead spots? ■ n ❑ n
Are surface aerators and mixers operational? n ❑ ■ n
Are the diffusers operational? n n n
- Is the foam the proper color for the treatment process? ■ n n n
Page# 3

Permit: NCO022756 Owner-Facility: Linville Land Harbor WWTP
Inspection Date: 03/11/2014 Inspection Type: Compliance Evaluation
Aeration Basins Yes No NA NE
Does the foam cover less than 25%of the basin's surface? ■ n 0 0
Is the DO level acceptable? n 0 0 ■
Is the DO level acceptable?(1.0 to 3.0 mg/1) 0 0 ❑ ■
Comment:
Secondary Clarifier Yes No NA NE
Is the clarifier free of black and odorous wastewater? ■ 0 0 0
Is the site free of excessive buildup of solids in center well of circular clarifier? ■ n ❑ 0
■ nnn
Are weirs level?
Is the site free of weir blockage? ■ n n 0
Is the site free of evidence of short-circuiting? Q n 0
Is scum removal adequate? ■ n n 0
Is the site free of excessive floating sludge? ■ ❑ n n
Is the drive unit operational? ■ n f1 fl
Is the return rate acceptable(low turbulence)? ■ Q n
t
Is the overflow clear of excessive solids/pin floc? ■ 0 0 n
Is the sludge blanket level acceptable?(Approximately'/4 of the sidewall depth) ■ n ❑ 0
Comment:
Disinfection-Gas Yes No NA NE
Are cylinders secured adequately? ■ n n ❑
■ nnn
Are cylinders protected from direct sunlight?
Is there adequate reserve supply of disinfectant? ■ n ❑ n
Is the level of chlorine residual acceptable? n Cl n ■
Is the contact chamber free of growth,or sludge buildup? ■ f_l ❑ n
Is there chlorine residual prior to de-chlorination? ❑ ❑ ❑ ■
Does the Stationary Source have more than 2500 Ibs of Chlorine(CAS No.7782-50-5)? ❑ ❑ ■ fl
If yes,then is there a Risk Management Plan on site? n fl N n
If yes,then what is the EPA twelve digit ID Number?(1000- - )
If yes,then when was the RMP last updated?
Comment:
Yes No NA NE
De-chlorination
Page# 4

Permit: NC0022756 Owner-Facility: Linville Land Harbor WWTP
Inspection Date: 03/11/2014 Inspection Type: Compliance Evaluation
De-chlorination Yes No NA NE
Type of system? Gas
Is the feed ratio proportional to chlorine amount(1 to 1)? ■ n n n
Is storage appropriate for cylinders? ■ n n n
#Is de-chlorination substance stored away from chlorine containers? ■ 000
Comment:
Are the tablets the proper size and type? n n ■ n
Are tablet de-chlorinators operational? n ❑ ■ n
Number of tubes in use?
Comment:
Effluent Pipe Yes No NA NE
Is right of way to the outfall properly maintained? ■ n n
13
Are the receiving water free of foam other than trace amounts and other debris? ■ ❑ n n
If effluent (diffuser pipes are required) are they operating properly? n n ■ Cl
Comment:
Page# 5

A
Affl.nmw�
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 31, 2014
Mike Simpson
Linville Land Harbor POA
PO Box 160
Linville NC 28646
SUBJECT: Collection System Inspection
Linville Land Harbor P O A Collection System
Permit No: WQCS00255
Avery County
Dear Mr. Simpson:
On March 11, 2014, I conducted an inspection of the Linville Land Harbor Collection System program. The
program appeared to be in compliance with permit WQCS00255.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff
have any questions,please call me at 828-296-4500.
Sincerely,
1///1 -
Linda Wiggs
Enironmental Senior Specialist
Asheville Regional Office
Enc.Inspection Report
cc: CL Lewis,ORC
Central Files
Asheville Files
G:\WR\WQ\Avery\Collection Systems\Linville Land Harbor Collection System\CEI 03-2014.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http:Hportal.nodenr.org/web/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

Compliance Inspection Report
Permit: WQCS00255 Effective: 10/31/08 Expiration: 09/30/16 Owner: Linville Land Harbor Prop Owners Assoc
SOC: Effective: Expiration: Facility: Linville Land Harbor O A Collection System
County: Avery PO Box 160
Region: Asheville
Linville NC 28646
Contact Person: William D Twiggs Title: Phone: [phone]
Directions to Facility:
System Classifications: CS2,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On-Site Representative(s):
Related Permits:
NCO022756 Linville Land Harbor Prop Owners Assoc-Linville Land Harbor
WWTP
Inspection Date: 03/11/2014 Entry Time: 01:00 PM Exit Time: 04:00 PM
Primary Inspector: Linda S Wiggs .�} / Phone: [phone]
Secondary Inspector(s): Ext.4653
Reason for Inspection: Routine Inspection Type: Collection System Inspect Non Sampling
Permit Inspection Type: Collection system management and operation
Facility Status: ■Compliant 0 Not Compliant
Question Areas:
Miscellaneous Questions 0 Performance Standards Operation&Maint Reqmts Records
■Monitoring&Rpting ■Inspections Pump Station
Regmts
(See attachment summary)
Page: 1

Permit: WQCS00255 Owner-Facility: Linville Land Harbor Prop Owner Assoc
Inspection Date: 03/11/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
i
Inspection Summary:
Present during the inspection were CL Lewis and Lonnie Thompson.
The program appeared to be well run, likewise there is a system to document all activities associated with a collection
system program. However, it was difficult to pull all of the records together because certain aspects of the programs are
performed and documented by the maintenance staff of Linville Land Harbor.
It may be beneficial if a working map of the collection system is used annually or biannually to highlight areas of cleaning,
repairs, I&I inspections etc.
Question Abbreviations:
NA Not Applicable
NE Not Evaluated
Page: 2
-

Permit: WQCS00255 Owner-Facility: Linville Land Harbor Prop Owners Assoc
Inspection Date: 03/11/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Performance Standards Yes No NA NE
Is Public Education Program for grease established and documented? 0 0 n n
What educational tools are used?
Flyer mailings,annual report.
Is Sewer Use Ordinance/Legal Authority available? 0 n n
Does it appear that the Sewer Use Ordinance is enforced? n 0
Is Grease Trap Ordinance available? 0 n 0 0
Is Septic Tank Ordinance available(as applicable,i.e.annexation) M 0 ❑ C3
List enforcement actions by permittee,if any,in the last 12 months
Has an acceptable Capital Improvement Plan(CIP)been implemented? 0 n fl 0
Does CIP address short term needs and long term\"master plan\"concepts? 0000
Does CIP cover three to five year period? In ■ 0 fl
Does CIP include Goal Statement? n 0 0 n
Does CIP include description of project area? 0 ❑ 0 n
Does CIP include description of existing facilities? 0 n 0
Does CIP include known deficiencies? fl 0 0 0
Does CIP include forecasted future needs? Q ■ 0
Is CIP designated only for wastewater collection and treatment? 0 ❑ 0
Approximate capital improvement budget for collection system?
Total annual revenue for wastewater collection and treatment?
CIP Comments
A camera was recently purchased.
Is system free of known points of bypass? I_l fl
If no,describe type of bypass and location
Is a 24-hour notification sign posted at ALL pump stations? n 0 n fl
#Does the sign include:
Instructions for notification? 0000
Pump station identifier? M n n 0
24-hour contact numbers 0000
If no, list deficient pump stations
Page: 3

Permit: WQCS00255 Owner-Facility: Linville Land Harbor Prop Owners Assoc
Inspection Date: 03/11/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
#Do ALL pump stations have an"auto polling"feature/SCADA? n ■ nn
11
Number of pump stations
0
Number of pump stations that have SCADA
2
Number of pump stations that have simple telemetry
9
Number of pump stations that have only audible and visual alarms
0
Number of pump stations that do not meet permit requirements
#Does the permittee have a root control program? ■ nnn
#If yes,date implemented?
Describe:
Comment: All pump stations are inspected daily, even the two with telemetry.
Yes No NA NE
Inspections
Are maintenance records for sewer lines available? ■ nnn
Are records available that document pump station inspections? ■ nnn
Are SCADA or telemetry equipped pump stations inspected at least once a week? ■ n n n
Are non-SCADA/telemetry equipped pump stations inspected every day? 0
nnn
Are records available that document citizen complaints? ■ nnn
#Do you have a system to conduct an annual observation of entire system?
■ nnn
#Has there been an observation of remote areas in the last year?
■ nnn
Are records available that document inspections of high-priority lines?
■ nnn
Has there been visual inspections of high-priority lines in last six months?
■ nnn
Comment: Work orders are used to document citizen complaints, cleaning and
repairs, as well as field notes.
ORC states wooded lines and river/lake crossings are checked monthly.
The Linville Land Harbor maintenance and an adminstrative staff perform work and
documentation tasks associated with the collection system. At the next inspection it is
suggested the inspector make sure someone with those staff are available during the
inspection.
Operation &Maintenance Requirements Yes No NA NE
■ nnn
Are all log books available?
Does supervisor review all log books on a regular basis?
■ nnn
Does the supervisor have plans to address documented short-term problem areas? nnn■ _
Page: 4
-

Permit: WQCS00255 Owner-Facility: Linville Land Harbor Prop Owners Assoc
Inspection Date: 03/11/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
What is the schedule for reviewing inspection,maintenance,&operations logs and problem areas?
Ongoing or as needed based on citizen issues.
Are maintenance records for equipment available? 0 0 0
Is a schedule maintained for testing emergency/standby equipment? 11 0 13
What is the schedule for testing emergency/standby equipment? monthly
Do pump station logs include:
Inside and outside cleaning and debris removal? 0 0 n
Inspecting and exercising all valves? n n
Inspecting and lubricating pumps and other equipment? M 0 0 0
Inspecting alarms,telemetry and auxiliary equipment? Q 0 0
Is there at least one spare pump for each pump station w/o pump reliability? 0 n Cl 0
Are maintenance records for right-of-ways available? D C-! 0
Are right-of-ways currently accessible in the event of an emergency? ❑ ❑ n
Are system cleaning records available? M Cl El n
Has at least 10%of system been cleaned annually? 0 C3 ❑ 0
What areas are scheduled for cleaning in the next 12 months?
unknown
Is a Spill Response Action Plan available? 0
Does the plan include:
24-hour contact numbers Cl n n
Response time n Q n
Equipment list and spare parts inventory 0 n 0
Access to cleaning equipment M 0 n 0
Access to construction crews,contractors,and/or engineers M ❑ 0 Q
Source of emergency funds ❑ ❑ 0
Site sanitation and cleanup materials 0 C1 C1
Post-overflow/spill assessment 0 0 Q
Is a Spill Response Action Plan available for all personnel? m n o n
Is the spare parts inventory adequate? M o n
Comment: Components of the above are performed and documented by staff other
than ORC, i.e. emergency equipment and work orders.
Records Yes No NA NE
Page: 5

Permit: WQCS00255 Owner-Facility: Linville Land Harbor Prop Owners Assoc
Inspection Date 03/11/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Are adequate records of all SSOs,spills and complaints available?
■ nnn
Are records of SSOs that are under the reportable threshold available?
nnn ■
Do spill records indicate repeated overflows(2 or more in 12 months)at same location?
n ■ nn
nrinn
If yes,is there a corrective action plan?
■ nnn
Is a map of the system available?
Does the map include:
■ nnn
Pipe sizes
■ nnn
Pipe materials
■ nnn
Pipe location
■ ❑ 00
Flow direction
■ nnn
Approximate pipe age
■ nnn
Number of service taps
■ nnn
Pump stations and capacity
If no,what percent is complete?
List any modifications and extensions that need to be added to the map
The material and age are not on the map but are in the general description of system.
#Does the permittee have a copy of their permit?
■ nnn
Comment: .
Monitoring and Reporting Requirements Yes No NA NE
Are copies of required press releases and distribution lists available?
nn ■ n
Are public notices and proof of publication available?
nn ■ n
#Is an annual report being prepared in accordance with G.S. 143-215.1C?
■ nnn
#Is permittee compliant with all compliance schedules in the permits?
nri ■ n
If no,which one(s)?
Comment:
PS4-
Yes No NA NE
Pump Station
Duplex
Pump station type
■ nnn
Are pump station logs available?
■ nnn
Is it accessible in all weather conditions?
Page: 6

Permit: WQCS00255 Owner-Facility: Linville Land Harbor Prop Owners Assoc
Inspection Date: 03/11/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
#Is general housekeeping acceptable? ■ n n n
Are all pumps present? ■ n n n
Are all pumps operable? ■ n n n
Are wet wells free of excessive debris? ■ n n 0
Are upstream manholes free of excessive debris/signs of overflow? ■ n n n
Are floats/controls for pumps/alarms operable? ■ n n n
Is"auto polling"feature/SCADA present? ■ n 0 0
Is"auto polling"feature/SCADA operational? ■ n n n
Is simple telemetry present? ■ n n 0
Is simple telemetry operational? n n n
Are audio and visual alarms present? ■ n n n
Are audio and visual alarms operable? ■ n n n
Is the Pump station inspected as required? ■ n n n
Are backflow devices in place? n n ■
Are backflow devices operable? n n n ■
Are air relief valves in place? n n n ■
Are air relief valves operable? 0 n n ■
# Is an emergency generator available?
■ nnn
Can the emergency generator run the pumps? n n n ■
Is the pump station equipped for quick hook-up? ■ n n n
Is the generator operable? Q n n ■
#Is fuel in tank and sufficient? nnn ■
Is the generator inspected according to their schedule? n n n ■
Is a 24-hour notification sign posted? ■ n n n
Does it include:
Instructions for notification? ■ n n n
Pump station identifier? ■ n n n
Emergency phone number ■ n n
Is public access limited? ■ n n n
Is pump station free of overflow piping? ■ n n n
Page: 7

Permit: WQCS00255 Owner-Facility: Linville Land Harbor Prop owners Assoc
Inspection Date: 03/11/2014 Inspection Type: Collection System Inspect Non Sampling Reason for Visit Routine
■ Q 0 n
Is the pump station free of signs of overflow?
NE
Are run times comparable for multiple pumps?
Comment: All but one pump station are equipped with quick hook up.
Although the generator was not evaluated, the ORC stated there are two tag along
generators and the maintenance crew check them weekly.
Page: 8

Am i
r
RCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
March 31,2014
Stewart Grey
5 Sunset West
Ithaca,NY 14850
SUBJECT: Compliance Evaluation Inspection
175 Old Hickory Lane Wastewater System
Permit No: NCG550494
Avery County
Dear Mr. Grey:
On March 11, 2014, I conducted a Compliance Evaluation Inspection of the Wastewater Treatment facility at
the subject.property. You and your wife Martha were present during the inspection. The facility appeared to be
in compliance with permit NCG550494.
Please refer to the enclosed inspection report for observations and comments. If you have any questions,please
call me at 828-296-4500.
Sincerely,
1
Linda Wiggs
Environmental Senior Specialist
Asheville Regional Office
Enc.Inspection Report
cc: Central Files
Asheville Files
G:\WR\WQ\Avery\Wastewater\General\NCG55 Single Family Residences\NCG5500494 Grey\CEI.03-2014.doc
Water Quality Regional Operations—Asheville Regional Office
2090 U.S.Highway 70,Swannanoa,North Carolina 28778
Phone:[phone] FAX:[phone]
Internet:http://portal.ncdenr.org/web/wq/ws
An Equal Opportunity 1 Affirmative Action Employer

United States Environmental Protection Agency
E A A Washington,D.C.20460 Form Approved.
OMB No.2040-0057
in port Approval expires 8-31-98
Section A: National Data System Coding(i.e.,PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 sI 31 NCG550494 111 121 14/03/11 117 18I CI 19I S I 20I_I
Remarks
211IIIIIIIIIII IIIIIII � � III LIIIIIIIIIII I I I I I I I I II16
Inspection Work Days Facility Self-Monitoring Evaluation Rating B1 CIA --------------------_Reserved-----—----------
67I 169 70I I 71 I_I 72I N I 73' U74 75I I I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected(For Industrial Users discharging to POTW,also include Entry Time/Date Permit Effective Date
POTW name and NPDES permit Number)
175 Old Hickory Lane 10:00 AM 14/03/11 13/08/01
175 Old Hickory Ln Exit Time/Date Permit Expiration Date
Linville NC 28646
11:30 AM 14/03/11 18/07/31
Name(s)of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s) Other Facility Data
Name,Address of Responsible Official/Title/Phone and Fax Number
Peter W Brennan,9147 Heydon Hall Cir Charlotte NC 2821 ON Contacted
Yes
Section C: Areas Evaluated During Inspection(Check only those areas evaluated)
Permit ■Operations&Maintenance 0 Self-Monitoring Program ■Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s)and Signature(s)of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wiggs ARO WQ//828-296-4500 Ext.4653/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3(Rev 9-94)Previous editions are obsolete.
Page# 1

NPDES yr/mo/day Inspection Type (cont.) T•
3( NCG550494 I11 12, 14/03/11 117 18I C)
Section D: Summary of Finding/Comments(Attach additional sheets of narrative and checklists as necessary)
The property has been sold. I met with new owners Stewart and Martha Gray.We discussed operation and
maintenance of this type of system.
The new owners were given handouts with general information and operator contacts. They also inquired
about disposal of bid chemicals. It appears Avery County has a chemical disposal day in August. Please call
the local Cooperative Extension Service at 733-8270 for more information.
The new owners stated they had mailed in the ownership change form to Raleigh at the beginning of
February, however Raleigh staff could not locate the form. Please resend the form indicating the changes
and permit number.
See questions below for important information.
Question Abbreviations:
NA= Not Applicable
NE = Not Evaluated
Page# 2

Permit: NCG550494 Owner Facility: 175 Old Hickory Lane
Inspection Date: 03/11/2014 Inspection Type: Compliance Evaluation
Operations$Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? 0 n n n
Does the facility analyze process control parameters,for ex:MLSS,MCRT,Settleable Solids,pH, DO,Sludge 00 m n
Judge,and other that are applicable?
Comment:
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? n n ■ n
Is the facility as described in the permit? N n n n
#Are there any special conditions for the permit? 00 0 n
Is access to the plant site restricted to the general public? n n N C
Is the inspector granted access to all areas for inspection? m n no (�
Comment:
Pump Station Influent Yes No NA NE
Is the pump wet well free of bypass lines or structures? 0 n n n
Is the wet well free of excessive grease? SO 0 n
Are all pumps present? 00 n n
Are all pumps operable? n n n
Are float controls operable? n n n
Is SCADA telemetry available and operational? n n N n
Is audible and visual alarm available and operational? n n f1
Comment: It is suggested that the wet well be cleaned (hose down side of wet well if
residual is present, clean floats if residual is present)and hire a septage hauler to pump
out.
You do not want run off from rain events entering the wet well. It is suggested the
system be made as water tight as possible by altering the grade of the land, or by
bringing the lid above grade i.e. extending and sealing the lid.
Also discussed was the management of waste (grease, feminine hygiene products) in
the house to avoid issues with the pump.
Septic Tank Yes No NA NE
(If pumps are used)Is an audible and visual alarm operational? n n 0 n
Is septic tank pumped on a schedule? n n 0 n
Are pumps or syphons operating properly? n n SO
Are high and low water alarms operating properly? n n E n
Page# 3

Permit: NCG550494 Owner-Facility: 175 Old Hickory Lane
�\
.Inspection Date: 03/11/2014 Inspection Type: Compliance Evaluation
Yes No NA NE `-
Septic Tank
Comment: It is unknown if the previous owners pumped the septic tank on any kind of
a schedule, therefore it is suggested the tank be pumped.
Yes No NA NE
Sand Filters(Low rate)
(If pumps are used)Is an audible and visible alarm Present and operational? nn ■ n nn ■ n
Is the distribution box level and watertight?
0 0 ■ n
Is sand filter free of ponding?
nn ■ rl
Is the sand filter effluent re-circulated at a valid ratio?
nn ■ n
#Is the sand filter surface free of algae or excessive vegetation?
#Is the sand filter effluent re-circulated at a valid ratio?(Approximately 3 to 1)
nn ■ n
Comment: This is a subsurface system. It is likely that this system will not discharge
but will.percolate through the ground.
Yes No NA NE
Disinfection-Tablet
■ nnn
Are tablet chlorinators operational?
■ nnn
Are the tablets the proper size and type?
2
Number of tubes in use?
nnn ■
Is the level of chlorine residual acceptable?
■
Is the contact chamber free of growth,or sludge buildup? nnn
nnn ■
Is there chlorine residual prior to de-chlorination?
Comment: The new owners were given a list of operators that may be able to assist
them annually with sampling as well as the purchase of the proper tablets. The tablets
left by the previous owner were aged, had lost their structure and no longer useful.
Yes No NA NE
De-chlorination
Tablet
Type of system?
nn ■ n
Is the feed ratio proportional to chlorine amount(1 to 1)?
nrl ■ n
Is storage appropriate for cylinders?
#Is de-chlorination substance stored away from chlorine containers? np ■ n
Comment:
Are the tablets the proper size and type? ■ nnn
■ nnn
Are tablet de-chlorinators operational?
2
Number of tubes in use?
Comment: See above.
Page# 4

Permit: NCG550494 Owner-Facility: 175 Old Hickory Lane
Inspection Date: 03/11/2014 Inspection Type: Compliance Evaluation
Effluent Pipe Yes No NA NE
Is right of way to the outfall properly maintained? ❑ n
Are the receiving water free of foam other than trace amounts and other debris? 0 0
If effluent (diffuser pipes are required) are they operating properly? 0 0 N n
Comment: It is possible this system will not discharge. The new owners were
instructed to observe the effluent pipe with some frequency; during various precipitation
events and loading events, as well as during the dry season under a heavy load.
Page# 5